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S-0 Air... · all welding shall be in accordance ... provide and install all joist bridging; ......

Date post:10-Mar-2018
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    Architect

    MEDLEY

    PE # 51299

    PHONE NUMBER 407-701-6440WWW.PNM-ARCHITECTURE.COM

    756 Cove Way Altamonte SpringsFlorida 32712-7273

    AIA NCARB

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    ARCHITECTURE

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    structures, LLCBradford T. Bishop. PE FL0051299

    891 Royalwood Lane, Oviedo, Florida 32765

    Ph 407-622-2477

    E-mail: [email protected]

    Certificate of Authorization # 30894

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    PERMIT DOCUMENTS

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    AutoCAD SHX TextFIRE PROTECTION

    AutoCAD SHX TextFP

    AutoCAD SHX TextK

    AutoCAD SHX TextKSF

    AutoCAD SHX TextKSI

    AutoCAD SHX TextKO

    AutoCAD SHX TextKB

    AutoCAD SHX TextJT

    AutoCAD SHX TextJST

    AutoCAD SHX TextIT

    AutoCAD SHX Text K

    AutoCAD SHX Text J

    AutoCAD SHX TextHR

    AutoCAD SHX TextIN

    AutoCAD SHX TextIF

    AutoCAD SHX TextHSA

    AutoCAD SHX TextHS

    AutoCAD SHX Text I

    AutoCAD SHX TextHORZ

    AutoCAD SHX TextHPT

    AutoCAD SHX TextHK

    AutoCAD SHX TextHI

    AutoCAD SHX TextHGR

    AutoCAD SHX Text G

    AutoCAD SHX TextGR

    AutoCAD SHX TextGRTG

    AutoCAD SHX TextGEN

    AutoCAD SHX TextGALV

    AutoCAD SHX Text H

    AutoCAD SHX TextFUT

    AutoCAD SHX TextFTG

    AutoCAD SHX TextFT

    AutoCAD SHX TextFS

    AutoCAD SHX TextWALL FOOTING (OR WIDE FLANGE)

    AutoCAD SHX TextUNLESS NOTED OTHERWISE

    AutoCAD SHX TextUNLESS OTHERWISE NOTED

    AutoCAD SHX TextUNLESS NOTED

    AutoCAD SHX TextUN

    AutoCAD SHX TextYP

    AutoCAD SHX TextKIPS PER SQ FOOT

    AutoCAD SHX TextKIP

    AutoCAD SHX TextKIPS PER SQ INCH

    AutoCAD SHX TextKNOCK OUT

    AutoCAD SHX TextKNEE BRACE

    AutoCAD SHX TextINVERTED TEE

    AutoCAD SHX TextJOINT

    AutoCAD SHX TextJOIST

    AutoCAD SHX TextW/

    AutoCAD SHX TextWWF

    AutoCAD SHX TextWP

    AutoCAD SHX TextWF

    AutoCAD SHX TextVERT

    AutoCAD SHX TextUON

    AutoCAD SHX TextUNO

    AutoCAD SHX TextYIELD POINT

    AutoCAD SHX TextWELDED WIRE FABRIC

    AutoCAD SHX TextWORK POINT

    AutoCAD SHX TextVERTICAL

    AutoCAD SHX Text Y

    AutoCAD SHX TextWITH

    AutoCAD SHX Text V

    AutoCAD SHX Text W

    AutoCAD SHX TextT.O. or T/

    AutoCAD SHX TextTDS(TSE)

    AutoCAD SHX TextSTRUCT

    AutoCAD SHX TextHEADED STUD ANCHOR

    AutoCAD SHX TextHANDRAIL

    AutoCAD SHX TextINSIDE FACE

    AutoCAD SHX TextHEADED STUD

    AutoCAD SHX TextINCH

    AutoCAD SHX TextHORIZONTAL POINT

    AutoCAD SHX TextHORIZONTAL

    AutoCAD SHX TextHOOK

    AutoCAD SHX TextHANGER

    AutoCAD SHX TextHIGH

    AutoCAD SHX TextTOP'G

    AutoCAD SHX TextTYP

    AutoCAD SHX TextTSE

    AutoCAD SHX TextTHNS

    AutoCAD SHX TextTOP

    AutoCAD SHX TextTHK

    AutoCAD SHX TextTHD

    AutoCAD SHX TextGALVANIZE

    AutoCAD SHX TextGRADE

    AutoCAD SHX TextGRATING

    AutoCAD SHX TextGENERAL

    AutoCAD SHX TextFUTURE

    AutoCAD SHX TextFOOTING

    AutoCAD SHX TextFOOT

    AutoCAD SHX TextFAR SIDE

    AutoCAD SHX TextTC

    AutoCAD SHX TextT&B

    AutoCAD SHX TextTB

    AutoCAD SHX TextT.

    AutoCAD SHX TextSTR

    AutoCAD SHX TextSW

    AutoCAD SHX TextSTIR

    AutoCAD SHX TextSTD

    AutoCAD SHX TextTURN DOWN SLAB

    AutoCAD SHX TextTYPICAL

    AutoCAD SHX TextTHICKENED SLAB EDGE

    AutoCAD SHX TextTOPPING

    AutoCAD SHX TextTOP OF PLATE

    AutoCAD SHX TextTOP OF

    AutoCAD SHX TextTHICKEN SLAB

    AutoCAD SHX TextTHREAD

    AutoCAD SHX Text U

    AutoCAD SHX TextTHICK

    AutoCAD SHX TextTIE COLUMN

    AutoCAD SHX TextTOP & BOTTOM

    AutoCAD SHX TextTIE BEAM

    AutoCAD SHX TextSHORT WAY

    AutoCAD SHX TextSTRUCTURAL

    AutoCAD SHX TextSTRENGTH

    AutoCAD SHX TextSTIRRUP

    AutoCAD SHX TextSTANDARD

    AutoCAD SHX Text T

    AutoCAD SHX TextTOP

    AutoCAD SHX Text%%USTRUCTURAL ABBREVIATIONS

    AutoCAD SHX TextEF

    AutoCAD SHX TextEXP

    AutoCAD SHX TextFF

    AutoCAD SHX TextFL

    AutoCAD SHX TextFIN

    AutoCAD SHX TextFDN

    AutoCAD SHX TextF.D.

    AutoCAD SHX TextFAB

    AutoCAD SHX TextF/

    AutoCAD SHX TextEXTERIOR

    AutoCAD SHX TextEXP JT

    AutoCAD SHX Text F

    AutoCAD SHX TextES

    AutoCAD SHX TextEXIST

    AutoCAD SHX TextEW

    AutoCAD SHX TextEQUIV

    AutoCAD SHX TextEQ SP

    AutoCAD SHX TextENGR

    AutoCAD SHX TextEQ

    AutoCAD SHX TextEOP

    AutoCAD SHX TextEMBED

    AutoCAD SHX TextEL

    AutoCAD SHX TextCTR'D

    AutoCAD SHX TextE

    AutoCAD SHX TextEE

    AutoCAD SHX TextEA

    AutoCAD SHX TextDWL

    AutoCAD SHX Text E

    AutoCAD SHX TextDIA OR %%C

    AutoCAD SHX TextDWG

    AutoCAD SHX TextDT

    AutoCAD SHX TextDET

    AutoCAD SHX Text D

    AutoCAD SHX TextCOMPR

    AutoCAD SHX TextCONSTR

    AutoCAD SHX TextCORR

    AutoCAD SHX TextCONT

    AutoCAD SHX TextCONN

    AutoCAD SHX TextCONC

    AutoCAD SHX TextCOL

    AutoCAD SHX TextCL

    AutoCAD SHX TextCJ

    AutoCAD SHX TextCIP

    AutoCAD SHX TextCHAN

    AutoCAD SHX TextA.W.S.

    AutoCAD SHX TextBS

    AutoCAD SHX TextC

    AutoCAD SHX TextCC

    AutoCAD SHX TextCANT

    AutoCAD SHX TextBTJ

    AutoCAD SHX Text C

    AutoCAD SHX TextBRK

    AutoCAD SHX TextBRG

    AutoCAD SHX TextBRDG

    AutoCAD SHX TextBP

    AutoCAD SHX TextB.O.

    AutoCAD SHX Text B

    AutoCAD SHX TextBLDG

    AutoCAD SHX TextBOT

    AutoCAD SHX TextBLW

    AutoCAD SHX TextBM

    AutoCAD SHX TextBB

    AutoCAD SHX Text&

    AutoCAD SHX [email protected]

    AutoCAD SHX TextL

    AutoCAD SHX TextARCH

    AutoCAD SHX TextAPPROX

    AutoCAD SHX TextANCH

    AutoCAD SHX TextABV

    AutoCAD SHX TextABV

    AutoCAD SHX TextADD'L

    AutoCAD SHX TextALT

    AutoCAD SHX TextA.I.S.I.

    AutoCAD SHX TextAGGR

    AutoCAD SHX Text A

    AutoCAD SHX TextSEALED EDGE ISOLATION JOINT

    AutoCAD SHX TextPARALLEL STRAND LUMBER (2.0E)

    AutoCAD SHX TextPOWDER ACTUATED FASTENER

    AutoCAD SHX TextEACH FACE

    AutoCAD SHX TextSPECS

    AutoCAD SHX TextEXPANSION

    AutoCAD SHX TextFOUNDATION

    AutoCAD SHX TextFLOOR DRAIN

    AutoCAD SHX TextFAR FACE

    AutoCAD SHX TextFLOOR

    AutoCAD SHX TextFINISH

    AutoCAD SHX TextFABRICATE

    AutoCAD SHX TextEXPANSION JOINT

    AutoCAD SHX TextFACE OF

    AutoCAD SHX TextEXTERIOR

    AutoCAD SHX TextSL

    AutoCAD SHX TextST

    AutoCAD SHX TextSQ

    AutoCAD SHX TextSPA

    AutoCAD SHX TextSOG

    AutoCAD SHX TextSIM

    AutoCAD SHX TextSJI

    AutoCAD SHX TextSJ

    AutoCAD SHX TextSHT

    AutoCAD SHX TextSHRW

    AutoCAD SHX TextEQUAL SPACE(S) (ING)

    AutoCAD SHX TextEACH WAY

    AutoCAD SHX TextEACH SIDE

    AutoCAD SHX TextEQUIVALENT

    AutoCAD SHX TextEXISTING

    AutoCAD SHX TextEDGE OF PIT

    AutoCAD SHX TextEMBEDMENT

    AutoCAD SHX TextELEVATION

    AutoCAD SHX TextEQUAL

    AutoCAD SHX TextENGINEER

    AutoCAD SHX TextSEJ

    AutoCAD SHX TextSEIJ

    AutoCAD SHX TextSECT

    AutoCAD SHX TextSE

    AutoCAD SHX TextSCHD

    AutoCAD SHX TextRTN

    AutoCAD SHX Text%%C

    AutoCAD SHX TextRW

    AutoCAD SHX TextRF

    AutoCAD SHX TextREV

    AutoCAD SHX TextSQUARE

    AutoCAD SHX TextSPECIFICATIONS

    AutoCAD SHX TextSPACE(S)

    AutoCAD SHX TextSLAB-ON-GRADE

    AutoCAD SHX TextSLOPE

    AutoCAD SHX TextSTEEL JOIST INSTITUTE

    AutoCAD SHX TextSAWCUT JOINT

    AutoCAD SHX TextSIMILAR

    AutoCAD SHX TextSHEET

    AutoCAD SHX TextSHEAR WALL

    AutoCAD SHX TextSTEEL

    AutoCAD SHX TextSEALED EDGE JOINT

    AutoCAD SHX TextSECTION

    AutoCAD SHX TextSLAB EDGE

    AutoCAD SHX TextSCHEDULE

    AutoCAD SHX TextROUND

    AutoCAD SHX TextRETAINING WALL

    AutoCAD SHX TextRETURN

    AutoCAD SHX TextREVISION

    AutoCAD SHX Text S

    AutoCAD SHX TextROOF

    AutoCAD SHX TextPROP L.

    AutoCAD SHX TextOPG or OPN'G

    AutoCAD SHX TextN. WT.

    AutoCAD SHX TextCENTERED

    AutoCAD SHX TextEACH END

    AutoCAD SHX TextELECTRICAL

    AutoCAD SHX TextEACH

    AutoCAD SHX TextDOWEL

    AutoCAD SHX TextDOUBLE TEE

    AutoCAD SHX TextDRAWING

    AutoCAD SHX TextDIAMETER

    AutoCAD SHX TextDETAIL

    AutoCAD SHX TextREF

    AutoCAD SHX TextREQD

    AutoCAD SHX TextREINF

    AutoCAD SHX TextRAD

    AutoCAD SHX TextR

    AutoCAD SHX TextPSL

    AutoCAD SHX TextPSI

    AutoCAD SHX TextPSF

    AutoCAD SHX TextPROP

    AutoCAD SHX TextCOMPRESSION

    AutoCAD SHX TextCORRUGATED

    AutoCAD SHX TextCONTINUOUS

    AutoCAD SHX TextCONSTRUCTION

    AutoCAD SHX TextCONNECTION

    AutoCAD SHX TextCONCRETE

    AutoCAD SHX TextCENTER LINE

    AutoCAD SHX TextCONTROL JOINT

    AutoCAD SHX TextCAST IN PLACE

    AutoCAD SHX TextCOLUMN

    AutoCAD SHX TextCHANNEL

    AutoCAD SHX TextPC

    AutoCAD SHX TextPL

    AutoCAD SHX TextPERP

    AutoCAD SHX TextPAF

    AutoCAD SHX TextP

    AutoCAD SHX TextOPP

    AutoCAD SHX TextO.C.

    AutoCAD SHX TextREQUIRED

    AutoCAD SHX TextREINFORCEMENT

    AutoCAD SHX TextREFERENCE

    AutoCAD SHX TextRADIUS

    AutoCAD SHX TextPOUNDS PER SQ. INCH

    AutoCAD SHX TextPOUNDS PER SQ. FOOT

    AutoCAD SHX TextPROPERTY LINE

    AutoCAD SHX TextPROPERTY

    AutoCAD SHX Text R

    AutoCAD SHX TextRISER

    AutoCAD SHX TextPERPENDICULAR

    AutoCAD SHX TextPRECAST

    AutoCAD SHX TextPLUMBING

    AutoCAD SHX TextOPPOSITE

    AutoCAD SHX TextOPENING

    AutoCAD SHX TextON CENTER

    AutoCAD SHX TextNORMAL WEIGHT

    AutoCAD SHX Text P

    AutoCAD SHX TextPLATE

    AutoCAD SHX Text O

    AutoCAD SHX TextLAMINATED VENEER LUMBER (1.9E)

    AutoCAD SHX TextAMERICAN WELDING

    AutoCAD SHX TextNo. OR #

    AutoCAD SHX TextBOTH SIDES

    AutoCAD SHX TextCONCRETE COL

    AutoCAD SHX TextCANTILEVER

    AutoCAD SHX TextBOLTED TIE JOIST

    AutoCAD SHX TextCEILING

    AutoCAD SHX TextBASE PLATE

    AutoCAD SHX TextBOTTOM OF

    AutoCAD SHX TextBRICK

    AutoCAD SHX TextBEARING

    AutoCAD SHX TextBRIDGING

    AutoCAD SHX TextNF

    AutoCAD SHX TextNS

    AutoCAD SHX TextN.T.S.

    AutoCAD SHX TextN.S.G.

    AutoCAD SHX TextN.I.C.

    AutoCAD SHX TextMO

    AutoCAD SHX TextMS

    AutoCAD SHX TextMISC

    AutoCAD SHX TextMIN

    AutoCAD SHX TextBOND BEAM

    AutoCAD SHX TextBUILDING

    AutoCAD SHX TextBOTTOM

    AutoCAD SHX TextBELOW

    AutoCAD SHX TextBEAM

    AutoCAD SHX TextAND

    AutoCAD SHX TextAT

    AutoCAD SHX TextANGLE

    AutoCAD SHX TextSOCIETY

    AutoCAD SHX TextMBM

    AutoCAD SHX TextMECH

    AutoCAD SHX TextMFR

    AutoCAD SHX TextMEZZ

    AutoCAD SHX TextMCJ

    AutoCAD SHX TextMC

    AutoCAD SHX TextMAX

    AutoCAD SHX TextM

    AutoCAD SHX TextLW

    AutoCAD SHX TextLVL

    AutoCAD SHX TextNOT TO SCALE

    AutoCAD SHX TextNON-SHRINK GROUT

    AutoCAD SHX TextNEAR SIDE

    AutoCAD SHX TextNUMBER

    AutoCAD SHX TextNOT IN CONTRACT

    AutoCAD SHX TextNEAR FACE

    AutoCAD SHX TextMASONRY OPENING

    AutoCAD SHX TextMETAL STUD

    AutoCAD SHX TextMISCELLANEOUS

    AutoCAD SHX TextMINIMUM

    AutoCAD SHX Text N

    AutoCAD SHX TextMANUFACTURER

    AutoCAD SHX TextMEZZANINE

    AutoCAD SHX TextMECHANICAL

    AutoCAD SHX TextMASONRY CONTROL JT

    AutoCAD SHX TextMOMENT CONNECTION

    AutoCAD SHX TextMETAL BUILDING MFR

    AutoCAD SHX TextMAXIMUM

    AutoCAD SHX TextMECHANICAL

    AutoCAD SHX TextLONG WAY

    AutoCAD SHX Text M

    AutoCAD SHX TextLT. WT.

    AutoCAD SHX TextL2, L3, ETC.

    AutoCAD SHX TextAMERICAN IRON AND

    AutoCAD SHX TextARCHITECTURAL

    AutoCAD SHX TextAPPROXIMATELY

    AutoCAD SHX TextSTEEL INSTITUTE

    AutoCAD SHX TextALTERNATE

    AutoCAD SHX TextANCHOR

    AutoCAD SHX TextADDITIONAL

    AutoCAD SHX TextAGGREGATE

    AutoCAD SHX TextABOVE

    AutoCAD SHX TextLLH

    AutoCAD SHX TextLO

    AutoCAD SHX TextLSL

    AutoCAD SHX TextLNTL

    AutoCAD SHX TextLLV

    AutoCAD SHX TextLB

    AutoCAD SHX TextL

    AutoCAD SHX TextLIGHTWEIGHT

    AutoCAD SHX TextLONG SLOTTED HOLES

    AutoCAD SHX TextLINTEL

    AutoCAD SHX TextLEVEL 2, 3, ETC,

    AutoCAD SHX TextLONG LEG VERTICAL

    AutoCAD SHX TextLONG LEG HORIZONTAL

    AutoCAD SHX TextLEDGER BEAM

    AutoCAD SHX TextANGLE

    AutoCAD SHX TextLOW

    AutoCAD SHX Text L

    AutoCAD SHX TextTHICKENED SLAB

    AutoCAD SHX TextTS

    AutoCAD SHX TextTOP OF STEEL

    AutoCAD SHX TextTOS

    AutoCAD SHX TextFIELD AFTER WELDING.

    AutoCAD SHX TextFACILITATE A CONNECTION.

    AutoCAD SHX TextOF AISC, 9TH EDITION (ASD).

    AutoCAD SHX TextSTRUCTURAL STEEL TO THE ENGINEER-OF-RECORD FOR REVIEW OF CONFORMANCE WITH PROJECT REQUIREMENTS.

    AutoCAD SHX Text7. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS SHOWING FABRICATION AND ERECTION DRAWINGS FOR ALL

    AutoCAD SHX TextALL BOLTS FOR STEEL CONNECTIONS SHALL BE 3/4" DIAMETER, A-325N, BEARING TYPE CONNECTIONS.

    AutoCAD SHX TextNO STEEL MEMBERS SHALL BE CUT, NOTCHED, OR OTHERWISE ALTERED IN THE FIELD IN ORDER TO

    AutoCAD SHX TextALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN STRICT ACCORDANCE WITH THE REQUIREMENTS

    AutoCAD SHX TextALL STEEL SHALL RECEIVE ONE COAT OF SHOP PRIMER, RED OXIDE, AND SHALL BE TOUCHED UP IN THE

    AutoCAD SHX Text2. ALL STEEL SHALL BE ASTM A-36, Fy = 36,000 PSI; WF SHAPES SHALL BE ASTM A-572 (Fy = 50 KSI)

    AutoCAD SHX TextALL WELDING SHALL BE IN ACCORDANCE WITH A.W.S. ALL WELDING SHALL BE PERFORMED WITH E70XX

    AutoCAD SHX TextBOLTS SHALL BE TIGHTENED TO A "SNUG-TIGHT" CONDITION, TYPICAL.

    AutoCAD SHX Text ALL STEEL TUBE SHAPES SHALL BE ASTM A500, GRADE B (Fy = 46 KSI)

    AutoCAD SHX TextELECTRODES, UNO

    AutoCAD SHX Text6.

    AutoCAD SHX Text5.

    AutoCAD SHX Text3.

    AutoCAD SHX TextE. STRUCTURAL STEEL

    AutoCAD SHX Text4.

    AutoCAD SHX Text1.

    AutoCAD SHX Text%%uSTRUCTURAL NOTES:

    AutoCAD SHX TextBRACING, AS REQUIRED, DURING CONSTRUCTION.

    AutoCAD SHX Text2. CEMENT SHALL BE PORTLAND CEMENT, TYPE I.

    AutoCAD SHX TextPROVIDE CONCRETE COVER OVER ALL REINFORCING AS FOLLOWS:

    AutoCAD SHX TextFORMED, EXPOSED TO WEATHER, 1 1/2"

    AutoCAD SHX TextFORMED, EXPOSED TO EARTH 2"

    AutoCAD SHX TextFOOTINGS (SIDES AND BOT) 3"

    AutoCAD SHX TextSLUMPS SHALL BE AS FOLLOWS:

    AutoCAD SHX TextVERTICAL MASONRY WALL REINFORCING). 3/4" CHAMFER AT ALL EXPOSED CONCRETE EDGES (BINS).

    AutoCAD SHX Text4. ALL CONCRETE SHALL REACH A 28-DAY DESIGN COMPRESSIVE STRENGTH OF 3000 PSI, EXCEPT TILT WALLS (4000 PSI)

    AutoCAD SHX TextREINFORCED CONCRETE AND REINFORCING, AND ACI 318-13 "BUILDING CODE REQUIREMENTS FOR CONCRETE STRUCTURES".

    AutoCAD SHX TextSHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING.

    AutoCAD SHX TextFORMED, NOT EXPOSED TO EARTH OR WEATHER 3/4"

    AutoCAD SHX TextSLUMPS SHALL BE MEASURED AT THE DISCHARGE END OF THE HOSE, IF A PUMP IS USED.

    AutoCAD SHX TextREINFORCING BARS IN CONCRETE SHALL BE LAPPED A MIN OF 36 BAR DIA, TYP (EXCEPT 48 BAR DIA AT

    AutoCAD SHX TextALL CONCRETE SLABS AT SIDEWALKS, STAIR TREADS, AND LANDINGS SHALL HAVE A NON-SLIP, BROOM FINISH.

    AutoCAD SHX Text3. REINFORCING SHALL BE ASTM A-615, GRADE 60 (DEFORMED) AND FREE OF RUST, MILL, SCALE AND OIL.

    AutoCAD SHX TextAND THE REQUIREMENTS OF ACI 301-13 BY THE "AMERICAN CONCRETE INSTITUTE FOR CAST-IN-PLACE,

    AutoCAD SHX Text1. ALL CONCRETE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, 2014 EDITION,

    AutoCAD SHX Text3. THE CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION AND SHALL PERFORM HIS WORK

    AutoCAD SHX TextVERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AMD ELEVATIONS PRIOR TO BEGINNING WORK. ANY DEVIATIONS FOUND

    AutoCAD SHX TextBUILDING CODE, 2014 EDITION REVISIONS AND ANY MORE STRICT STANDARDS AS REQUIRED BY THE CITY OF

    AutoCAD SHX Text1. ALL NEW WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE MINIMUM REQUIREMENTS OF THE FLORIDA

    AutoCAD SHX TextALL REINFORCING IN SLABS-ON-GRADE SHALL BE 6x6/W1.4xW1.4 WELDED WIRE FABRIC, TYP UNO ASTM A-85

    AutoCAD SHX Text4. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL TEMPORARY SHORING OR

    AutoCAD SHX TextPLACING ANY CONCRETE. ALL CONCRETE SHALL BE FROM A SINGLE SOURCE SUPPLIER.

    AutoCAD SHX Text10. THE CONTRACTOR SHALL PREPARE SHOP DRAWINGS SHOWING ALL REINFORCING PLACEMENT AND CONCRETE DESIGN

    AutoCAD SHX TextMIXES TO BE AVAILABLE FOR THE A/E TO REVIEW FOR CONFORMANCE TO PROJECT REQUIREMENTS PRIOR TO

    AutoCAD SHX TextC. CONCRETE

    AutoCAD SHX Text5.

    AutoCAD SHX Text6.

    AutoCAD SHX Text9.

    AutoCAD SHX Text7.

    AutoCAD SHX TextA. GENERAL

    AutoCAD SHX Text2.

    AutoCAD SHX TextIN A SAFE MANNER.

    AutoCAD SHX Text ALL OTHER CONCRETE 4" +/- 1"

    AutoCAD SHX Text CONCRETE FOR MASONRY GROUT 8" TO 11" (if used)

    AutoCAD SHX TextORLANDO, FLORIDA

    AutoCAD SHX Text4. PROJECTION IS ABOVE TOP OF FOOTING, TYPICAL.

    AutoCAD SHX TextNOTES: 1. SEE THIS SHEET FOR TYPICAL BASE PLATE DETAIL, NON-SHRINK GROUT REQUIREMENTS,

    AutoCAD SHX TextEDGE DISTANCES, WELD REQUIREMENTS, AND OTHER BASE INFORMATION.

    AutoCAD SHX Text2. SEE PLAN FOR TOP OF FOOTING ELEVATIONS.

    AutoCAD SHX TextTO INSTALLING METAL DECK, ROOFING, EQUIPMENT, etc.

    AutoCAD SHX Text3. BASE PLATES SHALL BE GROUTED AS SOON AS STRUCTURE IS IN FINAL ALIGNMENT AND PRIOR

    AutoCAD SHX TextWITH 2" (MIN) OF WELD EACH SIDE FOR A TOTAL OF 4" OF WELD, TYP.

    AutoCAD SHX TextWITH A MINIMUM BEARING LENGTH OF 3 1/2", AND SHALL BE FASTENED BY WELDING, WITH A 1/8" E70XX ELECTRODE

    AutoCAD SHX Text5. ALL K-SERIES JOISTS SHALL BE INSTALLED TO STRUCTURAL STEEL FRAMING MEMBERS OR STEEL BEARING PLATES

    AutoCAD SHX TextTO WITHIN 1/2" OF STEEL EDGE ANGLE (EDGE OF SUPPORTED SLAB) U.N.O.

    AutoCAD SHX Text4. ALL K-SERIES JOISTS SHALL HAVE A BEARING SEAT DEPTH OF 2 1/2", AND THE TOP CHORD SHALL EXTEND

    AutoCAD SHX Text3. PROVIDE AND INSTALL ALL JOIST BRIDGING; SIZES AND QUANTITY IN ACCORDANCE WITH SJI.

    AutoCAD SHX TextSJI, "STEEL JOIST INSTITUTE", MANUAL FOR STEEL JOIST AND JOIST GIRDER CONSTRUCTION.

    AutoCAD SHX Text2. ALL MATERIALS, FABRICATION, AND ERECTION AND HANDLING OF JOISTS SHALL BE IN STRICT ACCORDANCE WITH

    AutoCAD SHX Text1. EXTENT OF NEW STEEL JOISTS IS SHOWN ON THE PLANS.

    AutoCAD SHX TextF. STEEL JOISTS

    AutoCAD SHX Text1. PROVIDE STEEL FLOOR FORM DECK AND ROOF DECK AS INDICATED ON THE DRAWINGS.

    AutoCAD SHX TextALL STEEL DECK SHALL BE FABRICATED, HANDLED, AND ERECTED IN ACCORDANCE WITH SDI (STEEL DECK INSTITUTE).

    AutoCAD SHX Text2. FORM DECK AND ROOF DECK SHALL HAVE THE MINIMUM SECTION PROPERTIES OF VULCRAFT DECK AS INDICATED.

    AutoCAD SHX Text3. DECK SUPPLIER TO PROVIDE ALL DECK ACCESSORIES AS REQUIRED FOR FULL AND PROPER INSTALLATION.

    AutoCAD SHX TextG. STEEL DECK

    AutoCAD SHX Text4. METAL STUD FRAMING INSTALLER SHALL PROVIDE ALL ACCESSORIES, INCLUDING CLIPS WHERE REQUIRED

    AutoCAD SHX Text2. LIGHT GAGE FRAMING MEMBERS SHALL BE COLD FORMED WITH Fy = 50,000 PSI, MINIMUM (U.N.O.)

    AutoCAD SHX Text1. ALL LIGHT GAGE METAL FRAMING WORK SHALL BE IN ACCORDANCE WITH AISI, LATEST EDITION.

    AutoCAD SHX Text5. ALL LIGHT GAUGE METAL WALL STUDS SHALL HAVE THE FOLLOWING MINIMUM SECTION PROPERTIES: (TYP UNO)

    AutoCAD SHX Text8. PROVIDE LIGHT GAGE METAL BLOCKING AT MID HEIGHT OF WALL. SEE MANUFACTURES SPECIFICATIONS

    AutoCAD SHX TextTO TRACK WITH (2) #12 TEK SCREWS EACH SIDE OF STUD TOP AND BOTTOM. DOUBLE ALL STUDS AT

    AutoCAD SHX TextTAPCON ANCHORS (WITH WASHERS) AT A SPACING OF 8" O.C., STAGGER ANCHORS ALONG TRACK.

    AutoCAD SHX Text7. METAL STUD WALL BASE TRACKS SHALL BE SECURED TO CONCRETE WITH 1/4" DIA x 2 1/2"

    AutoCAD SHX Text6. ALL LIGHT GAGE FRAMING CONNECTIONS SHALL BE MADE WITH A MINIMUM OF (4) #12 SELF-TAPPING

    AutoCAD SHX TextENDS OF WALLS, CORNERS, INTERSECTIONS AND EACH SIDE OF OPENINGS. CONNECT MULTI MEMBER

    AutoCAD SHX TextPROVIDE A 6"x16GA TRACK AT THE TOP & A 6"x16GA TRACK AT THE BOTTOM OF ALL WALLS. FASTEN STUD

    AutoCAD SHX Text3. LIGHT GAGE FRAMING SHAPES SHALL BE: (TYP UNO)

    AutoCAD SHX TextFOR THE ASSEMBLIES INDICATED.

    AutoCAD SHX TextSCREWS, U.N.O.

    AutoCAD SHX TextFOR MORE INFORMATION.

    AutoCAD SHX TextPROVIDE (2) ANCHORS AT ALL JAMB LOCATIONS.

    AutoCAD SHX TextSTUDS WITH (2) #12 TEK SCREWS AT 12" O.C. OR 1" FILLET WELD AT 12" O.C.

    AutoCAD SHX TextCR FOR RUNNERS OR TRACKS (6" x 16GA TOP & 6" x 16GA BOTTOM)

    AutoCAD SHX Text6", 18 GAGE A=0.442 in^2 Sx=0.753 in^3 Ix=2.229 in^4

    AutoCAD SHX TextCSJ FOR STUDS (1 5/8" RETURNS)

    AutoCAD SHX TextH. LIGHT GAGE METAL FRAMING

    AutoCAD SHX TextB. FOUNDATIONS

    AutoCAD SHX Text7. TILT-WALL PANELS SHALL BE BUILT AND REINFORCED AS INDICATED IN THE DRAWINGS. COORDINATE WITH ARCHITECTURAL

    AutoCAD SHX TextDRAWINGS FOR ALL OPENINGS DIMENSIONS AND REVEALS, ETC., TYPICAL.

    AutoCAD SHX Text8. GENERAL CONTRACTOR SHALL PROVIDE TILT-WALL SHOP DRAWINGS FOR REINFORCING, LAYOUT, AND EMBED PLACEMENT. SUBMIT

    AutoCAD SHX TextTHE SHOP DRAWINGS TO THE ARCH/ENG FOR REVIEW. SUBMIT SIGNED AND SEALED LIFTING AND TEMPORARY BRACING

    AutoCAD SHX Text9. TILT-WALLS SHALL NOT BE LIFTED UNTIL THE CONCRETE HAS REACHED AT LEAST 75% OF ITS DESIGN STRENGTH.

    AutoCAD SHX Text1. ALL CONCRETE TILT-UP PANEL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE,

    AutoCAD SHX TextACI 551R-(LATEST) "TILT-UP CONCRETE STRUCTURES" AND ACI 318-13 "BUILDING CODE REQUIREMENTS FOR CONCRETE

    AutoCAD SHX TextSTRUCTURES." (ACI = AMERICAN CONCRETE INSTITUTE)

    AutoCAD SHX Text2. CEMENT SHALL BE PORTLAND CEMENT, TYPE I.

    AutoCAD SHX Text3. REINFORCING SHALL BE ASTM A-615, GRADE 60 (DEFORMED) AND FREE OF RUST, MILL, SCALE AND OIL.

    AutoCAD SHX Text4. ALL CONCRETE TILT-UP PANELS SHALL REACH A 28-DAY DESIGN COMPRESSIVE STRENGTH OF 4000 PSI. SLUMPS

    AutoCAD SHX TextSHALL BE 4" +/- 1". SLUMPS SHALL BE MEASURED AT THE DISCHARGE END OF THE HOSE, IF A PUMP IS USED.

    AutoCAD SHX Text5. PROVIDE CONCRETE COVER OVER ALL REINFORCING. REINFORCING EXPOSED TO EARTH OR WEATHER:

    AutoCAD SHX Text No. 6 TO No. 18 BARS, 2"

    AutoCAD SHX Text No. 5 BAR AND SMALLER, 1 1/2"

    AutoCAD SHX Text6. REINFORCING BARS IN CONCRETE TILT-UP PANELS SHALL BE LAPPED A MINIMUM OF 36 BAR DIAMETERS.

    AutoCAD SHX TextDRAWINGS FOR TILT-WALLS.

    AutoCAD SHX TextD. TILT-UP PANELS

    AutoCAD SHX Text3. THE CONTRACTOR IS REPONSIBLE FOR ANY DEWATERING AT THE SITE DURING CONSTRUCTION.

    AutoCAD SHX TextPERFORM FOUNDATION WORK AS INDICATED ON THE PLANS.

    AutoCAD SHX Text1.

    AutoCAD SHX TextSCALE: NONE

    AutoCAD SHX Text1/4

    AutoCAD SHX TextBASE PLATE @ TS

    AutoCAD SHX TextTYP

    AutoCAD SHX Text1/4

    AutoCAD SHX TextBASE PLATE @ PIPE

    AutoCAD SHX TextUON

    AutoCAD SHX TextTYP

    AutoCAD SHX TextUON

    AutoCAD SHX Text%%UBASE PLATE DETAILS

    AutoCAD SHX TextWIDTH

    AutoCAD SHX TextCOLUMN

    AutoCAD SHX TextTYP.

    AutoCAD SHX Text2"

    AutoCAD SHX TextLENGTH

    AutoCAD SHX TextANCHOR

    AutoCAD SHX TextBOLT

    AutoCAD SHX TextSCALE:

    AutoCAD SHX TextANCHOR BOLT DETAIL

    AutoCAD SHX TextNONE

    AutoCAD SHX TextCOL BASE P

    AutoCAD SHX TextROD WITH

    AutoCAD SHX TextTOP OF CONC

    AutoCAD SHX TextTHREADED

    AutoCAD SHX TextBOLT HEAD, TACK WELD

    AutoCAD SHX TextSQUARE NUT OR SQ

    AutoCAD SHX TextAND MOMENT FRAMES

    AutoCAD SHX TextSQ. WASHER AT BRACED

    AutoCAD SHX TextDOUBLE NUT & 1/4"

    AutoCAD SHX TextENDS

    AutoCAD SHX TextL

    AutoCAD SHX TextSEE SCHEDULE

    AutoCAD SHX TextLENGTH

    AutoCAD SHX TextEMBEDMENT

    AutoCAD SHX TextMIN

    AutoCAD SHX TextLEVELING

    AutoCAD SHX TextNUT

    AutoCAD SHX TextWF, TUBE, OR PIPE

    AutoCAD SHX TextSTEEL COLUMN-

    AutoCAD SHX TextSEE PLAN

    AutoCAD SHX TextBASE PL THICKNESS

    AutoCAD SHX TextINDIVIDUAL BLDGS.

    AutoCAD SHX TextBOLT PROJ

    AutoCAD SHX TextSEE SCHED. FOR

    AutoCAD SHX Text1 1/2" UON

    AutoCAD SHX TextBLDGS.

    AutoCAD SHX TextINDIVIDUAL

    AutoCAD SHX TextSEE SCHED

    AutoCAD SHX Text2d

    AutoCAD SHX TextPLATE

    AutoCAD SHX TextWASHER

    AutoCAD SHX Text1/8" THK

    AutoCAD SHX TextSQUARE

    AutoCAD SHX Text+ 1" MIN

    AutoCAD SHX TextROD DIA

    AutoCAD SHX TextBASE PLATE @ TS

    AutoCAD SHX TextSCALE: NONE

    AutoCAD SHX Text ELECTRICAL, PLUMBING)

    AutoCAD SHX Text10 PSF CIVIL, MECHANICAL,

    AutoCAD SHX Text 5 PSF ROOFING

    AutoCAD SHX Text(10 PSF STRUCTURE

    AutoCAD SHX TextSLAB-ON-GRADE

    AutoCAD SHX TextROOF (FLAT)

    AutoCAD SHX TextK. DESIGN LOADS

    AutoCAD SHX Text250 PSF

    AutoCAD SHX Text75 PSF

    AutoCAD SHX Text20 PSF

    AutoCAD SHX Text25 PSF

    AutoCAD SHX TextL. WIND LOADS

    AutoCAD SHX TextINTERNAL PRESSURE COEFFICIENT (WINDWARD) = +0.43/-0.73

    AutoCAD SHX TextBUILDING RISK CATEGORY = II

    AutoCAD SHX TextGROSS ROOF UPLIFT = - 40.3 PSF

    AutoCAD SHX Text - COMPONENTS AND CLADDING (ASCE 7-10)

    AutoCAD SHX Text>100 SQ.FT.

    AutoCAD SHX Text>10 UP TO 100 SQ. FT.

    AutoCAD SHX Text - PRESSURES FOR OPENINGS

    AutoCAD SHX TextTRIBUTARY AREA

    AutoCAD SHX TextUP TO 10 SQ. FT.

    AutoCAD SHX TextPRESSURE (Kz = 1.0)

    AutoCAD SHX Text+/- 40.1 PSF

    AutoCAD SHX Text+/- 47.7 PSF

    AutoCAD SHX Text+20.8 PSF / -32.0 PSF

    AutoCAD SHX TextROOF SLOPE = ALMOST FLAT

    AutoCAD SHX TextLEEWARD ROOFS

    AutoCAD SHX Text - MAIN WIND FORCE RESISTING SYSTEM (MWFRS)

    AutoCAD SHX TextBUILDING TYPE = ENCLOSED

    AutoCAD SHX TextBUILDING HEIGHT = +/- 35'

    AutoCAD SHX TextWINDWARD ROOFS

    AutoCAD SHX TextMAXIMUM DESIGN WIND PRESSURES

    AutoCAD SHX TextWIND EXPOSURE CATEGORY = C

    AutoCAD SHX TextHEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT = 1.29

    AutoCAD SHX TextWINDWARD WALLS

    AutoCAD SHX TextEQUIVALENT SUSTAINED VELOCITY = 108 MPH

    AutoCAD SHX TextULTIMATE WIND VELOCITY (3-SECOND GUST) = 140 MPH

    AutoCAD SHX TextTHE STRUCTURE HAS BEEN DESIGNED FOR

    AutoCAD SHX TextWIND LOADS IN ACCORDANCE WITH CHAPTER 16 OF THE

    AutoCAD SHX TextFLORIDA BUILDING CODE, 2014 EDITION AS FOLLOWS:

    AutoCAD SHX TextWIND LOADS:

    AutoCAD SHX TextCONNECTORS FOR DOOR/WINDOW BUCKS (2x4 MIN)

    AutoCAD SHX Text3/16" DIA x 2" (EMBEDMENT) TAPCONS AT 6" O.C.-

    AutoCAD SHX TextSTAGGER CONNECTORS THROUGHOUT LENGTH OF MEMBERS

    AutoCAD SHX Text8. ALL STEEL STAIRS AND HANDRAILS - G.C. SHALL SUBMIT SHOP DRAWINGS. MINIMUM STRINGER SIZE =

    AutoCAD SHX TextC12x20.7 FOR LONG RUNS OR MC12x10.6 FOR SWITCH-BACK RUNS, TYP. SEE ARCHITECTURAL DRAWINGS FOR

    AutoCAD SHX TextSTAIR AND HANDRAIL DIMENSIONS AND REQURIEMENTS, TYP.

    AutoCAD SHX TextPROVIDE STANDARD DURO-WALL LADDER TYPE, 3/16" SIDE AND CROSS RODS, GALVANIZED HORIZONTAL

    AutoCAD SHX TextJOINT REINFORCING PLACED AT 16" OC, TYP.

    AutoCAD SHX Text7.

    AutoCAD SHX Text1. ALL MASONRY WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 530-05 "BUILDING CODE

    AutoCAD SHX TextALL MASONRY SHALL BE NORMAL WEIGHT, ASTM C-90, TYPE II, NON-MOISTURE CONTROLLED UNITS

    AutoCAD SHX TextAND SHALL HAVE AN ASSUMED STRENGTH OF MASONRY ASSEMBLAGE, f'm = 1500 PSI (1900

    AutoCAD SHX TextREINFORCED WITH (1)#5 CONT AND SHALL BE FILLED SOLID WITH GROUT. LINTELS SHALL BEAR

    AutoCAD SHX TextA MINIMUM OF 8" EACH END. KNOCK OUT B/LINTEL AT BEARING TO ADMIT VERTICAL REINFORCING.

    AutoCAD SHX TextPROVIDE PRECAST 8"x8" LINTELS OVER ALL MASONRY OPENINGS. PRECAST LINTELS SHALL BE

    AutoCAD SHX TextALL MASONRY SHALL BE LAID IN RUNNING BOND WITH 3/8" STRUCK JOINTS. MORTAR

    AutoCAD SHX TextFOR MASONRY SHALL BE TYPE S THROUGH-OUT. (TYPE M FOR BELOW GRADE PLACEMENT)

    AutoCAD SHX TextALL MASONRY SHALL BE NOMINAL SIZE UNITS 8"x8"x16" (7 5/8"x7 5/8"x15 5/8")

    AutoCAD SHX TextPROVIDE HALF-SIZE, KNOCK-OUT, OR U-BLOCKS WHERE SPECIFIED.

    AutoCAD SHX TextPSI ON THE NET AREA).

    AutoCAD SHX TextREQUIREMENTS FOR MASONRY STRUCTURES".

    AutoCAD SHX Text5. DO NOT WET MASONRY PRIOR TO APPLYING MORTAR.

    AutoCAD SHX Text6.

    AutoCAD SHX Text4.

    AutoCAD SHX Text3.

    AutoCAD SHX Text2.

    AutoCAD SHX TextJ. MASONRY (if used)

    AutoCAD SHX Text2014 EDITION, AND THE REQUIREMENTS OF ACI 301-13 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS,"

    AutoCAD SHX TextWIND STAGNATION PRESSURE = 48.3 PSF

    AutoCAD SHX TextINTERNAL PRESSURE COEFFICIENT (LEEWARD) = -0.51/-0.21

    AutoCAD SHX TextINTERNAL PRESSURE COEFFICIENT (SIDE WALL)= -0.66/-0.35

    AutoCAD SHX Text-24.6 PSF / -10.2 PSF

    AutoCAD SHX TextLEEWARD WALLS

    AutoCAD SHX Text-31.9 PSF / -15.3 PSF

    AutoCAD SHX TextSIDE WALLS

    AutoCAD SHX Text-31.9 PSF / -15.3 PSF

    AutoCAD SHX Text-31.9 PSF / -15.3 PSF

    AutoCAD SHX Text+/- 43.9 PSF

    AutoCAD SHX TextSEE PLAN, TYP

    AutoCAD SHX TextT/FTG EL

    AutoCAD SHX Text#5 AT 8" OC -

    AutoCAD SHX TextHOOK TOP & BOT

    AutoCAD SHX Text#5 AT 12" OC HORIZ

    AutoCAD SHX TextCOMPACTED FILL

    AutoCAD SHX Text5" CONC SLAB AT RAMP

    AutoCAD SHX TextSEE PLAN NOTES

    AutoCAD SHX Text#4x2'-4" EMBEDDED

    AutoCAD SHX Text(EPOXY) 4" INTO WALL

    AutoCAD SHX TextAT 12" OC, TYP

    AutoCAD SHX TextSEE ARCHITECTURAL, TYP

    AutoCAD SHX TextT.O. WALL

    AutoCAD SHX TextSCALE:

    AutoCAD SHX Text6

    AutoCAD SHX Text-

    AutoCAD SHX TextS-0

    AutoCAD SHX TextTYP CONC RAMP/WALL

    AutoCAD SHX Text3/4" = 1'-0"

    AutoCAD SHX TextSEE ARCH'L FOR

    AutoCAD SHX TextRAILING OR EXTENDED

    AutoCAD SHX TextCONC WALL, TYP.

    AutoCAD SHX TextDOCK SLAB

    AutoCAD SHX TextSEE CIVIL, TYP.

    AutoCAD SHX Text8. ALL SLABS SHALL BE TREATED WITH A SUITABLE CURING COMPOUND AND SEALANT ACCEPTABLE TO THE OWNER -

    AutoCAD SHX TextINSTALL / APPLY IN STRICT ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS, TYPICAL.

    AutoCAD SHX TextSEE SCHED

    AutoCAD SHX TextC COL. & FTG.

    AutoCAD SHX TextNON-METALLIC,

    AutoCAD SHX TextTYP

    AutoCAD SHX TextISOLATION JOINT

    AutoCAD SHX Text(BLOCK-OUT)

    AutoCAD SHX TextSLAB JOINT

    AutoCAD SHX Text3" CLR

    AutoCAD SHX TextTYPICAL DETAIL

    AutoCAD SHX TextGROUT SEE

    AutoCAD SHX TextNON-SHRINK,

    AutoCAD SHX TextSEE FDN. SCHED.

    AutoCAD SHX TextSLAB JOINT

    AutoCAD SHX TextSLAB JOINT

    AutoCAD SHX TextBASE PL

    AutoCAD SHX TextSLAB JOINT

    AutoCAD SHX TextCOL

    AutoCAD SHX Text 1/2 " E.J. MAT'L REMOVE

    AutoCAD SHX TextTOP 1/2 " AND SEAL

    AutoCAD SHX TextL

    AutoCAD SHX TextT/FTG SEE PLAN

    AutoCAD SHX TextSEE SCHED. FOR

    AutoCAD SHX TextINDIVIDUAL BLDS.

    AutoCAD SHX TextSCHED.

    AutoCAD SHX TextSEE

    AutoCAD SHX TextAFTER STEEL COL

    AutoCAD SHX TextCONC ENCASEMENT

    AutoCAD SHX TextINSTALLED, TYP

    AutoCAD SHX TextPLAN

    AutoCAD SHX TextSEE

    AutoCAD SHX TextCOLUMN

    AutoCAD SHX TextPLAN

    AutoCAD SHX TextSECTION

    AutoCAD SHX Text%%UTYPICAL COLUMN BASE DETAILS

    AutoCAD SHX TextL x W x D

    AutoCAD SHX TextFOUNDATION SCHEDULE

    AutoCAD SHX TextMARK

    AutoCAD SHX TextFTG

    AutoCAD SHX TextSIZE

    AutoCAD SHX TextREMARKS

    AutoCAD SHX TextREINFORCING

    AutoCAD SHX TextLOCATION

    AutoCAD SHX TextN/A

    AutoCAD SHX Text2. THE FOUNDATIONS HAVE BEEN DESIGNED FOR AN ASSUMED ALLOWABLE SOIL BEARING PRESSURE OF 2500 PSF.

    AutoCAD SHX TextBE COMPACTED AND SHALL BE TESTED BY AN INDEPENDENT GEOTECHNIC TESTING LABORATORY PRIOR TO PLACING

    AutoCAD SHX TextANY CONCRETE AS FOLLOWS: CONTINUOUS FOOTING = ONE TEST EVERY 100 SQUARE FEET; INDIVIDUAL COLUMN

    AutoCAD SHX TextTHE CONTRACTOR SHALL PROVIDE SUITABLE MEANS FOR COMPACTING THE SOILS SO AS TO ACHIEVE THE ASSUMED

    AutoCAD SHX TextALLOWABLE SOIL BEARING CAPACITY USED IN THE DESIGN. ALL SOILS BENEATH SLABS AND FOUNDATIONS SHALL

    AutoCAD SHX TextFOOTINGS = ONE TEST FOR EACH FOOTING.

    AutoCAD SHX TextDIAMETER

    AutoCAD SHX TextANCHOR BOLTS

    AutoCAD SHX TextCOL

    AutoCAD SHX TextMARK

    AutoCAD SHX TextSIZE

    AutoCAD SHX TextTHICKNESS

    AutoCAD SHX TextSTEEL COLUMN AND BASE PLATE SCHEDULE

    AutoCAD SHX TextBASE PLATE

    AutoCAD SHX TextLENGTH

    AutoCAD SHX TextWIDTH

    AutoCAD SHX TextQUANTITY

    AutoCAD SHX TextPROJECTION

    AutoCAD SHX TextLENGTH

    AutoCAD SHX TextREMARKS

    AutoCAD SHX TextTOP BARS

    AutoCAD SHX TextBOT BARS

    AutoCAD SHX TextCONT x 3'-0" x 1'-4"

    AutoCAD SHX Text(4) #5 CONT W/ #4 AT 18" O.C. SW.

    AutoCAD SHX TextWF1

    AutoCAD SHX TextWF2

    AutoCAD SHX TextN/A

    AutoCAD SHX TextTOP BARS

    AutoCAD SHX TextBOT BARS

    AutoCAD SHX TextCONT x 2'-4" x 1'-4"

    AutoCAD SHX Text(3) #5 CONT W/ #4 AT 20" O.C. SW.

    AutoCAD SHX TextF1

    AutoCAD SHX TextTOP BARS

    AutoCAD SHX TextBOT BARS

    AutoCAD SHX Text9'-0" x 9'-0" x 1'-8"

    AutoCAD SHX Text(9) #6 EW

    AutoCAD SHX Text(9) #6 EW

    AutoCAD SHX TextC1

    AutoCAD SHX Text16"

    AutoCAD SHX Text16"

    AutoCAD SHX Text7/8"

    AutoCAD SHX Text4

    AutoCAD SHX Text3/4"

    AutoCAD SHX Text13"

    AutoCAD SHX Text4 1/2"

    AutoCAD SHX TextTS 8x8x3/8

    AutoCAD SHX TextTDS1

    AutoCAD SHX Text(1) #5 CONT

    AutoCAD SHX TextTOP BARS

    AutoCAD SHX TextBOT BARS

    AutoCAD SHX TextCONT x 1'-4" x 1'-0"

    AutoCAD SHX Text(1) #5 CONT

    AutoCAD SHX TextF2

    AutoCAD SHX TextEW = EACH WAY, LW = LONG WAY, SW = SHORT WAY

    AutoCAD SHX TextNOTES:

    AutoCAD SHX TextTOP BARS

    AutoCAD SHX TextBOT BARS

    AutoCAD SHX Text6'-0" x 6'-0" x 1'-4"

    AutoCAD SHX Text(8) #5 EW

    AutoCAD SHX TextN/A

    AutoCAD SHX TextWIRE BENEATH JOINT

    AutoCAD SHX TextCUT EVERY OTHER

    AutoCAD SHX Text5

    AutoCAD SHX Text-

    AutoCAD SHX TextS-0

    AutoCAD SHX TextTYPICAL CONTROL JOINT

    AutoCAD SHX Text N.T.S.

    AutoCAD SHX TextCONC. PLACEMENT. (FILL SLOTS WITH EPOXY

    AutoCAD SHX TextSAW 1/4 " WIDE SLOTS 4 TO 12 HRS. AFTER

    AutoCAD SHX TextRESIN JOINT FILLER AFTER 90 DAYS. FOR EXTERIOR

    AutoCAD SHX TextT/3

    AutoCAD SHX TextSEE PLAN

    AutoCAD SHX TextSLAB THICKNESS

    AutoCAD SHX TextSLABS GRIND OR RUB FLUSH)

    AutoCAD SHX TextU.O.N.

    AutoCAD SHX TextT/4

    AutoCAD SHX TextWWF - SEE PLAN

    AutoCAD SHX TextCONTROL

    AutoCAD SHX TextJOINT

    AutoCAD SHX Text1

    AutoCAD SHX Text-

    AutoCAD SHX TextS-0

    AutoCAD SHX TextTYPICAL CORNER BARS

    AutoCAD SHX Text N.T.S.

    AutoCAD SHX Text WALL REINF. LAP SPLICES PER ACI 318 FOR SPLICE LENGTH.

    AutoCAD SHX TextNOTE: CORNER BAR SIZE, SPACING AND LOCATION SAME AS HORIZ.

    AutoCAD SHX TextFOR BEAMS, WALLS, FOOTINGS

    AutoCAD SHX TextCORNER BARS

    AutoCAD SHX TextREINF.

    AutoCAD SHX TextFOOTING, TYP

    AutoCAD SHX TextBEAM, WALL,

    AutoCAD SHX TextLENGTH

    AutoCAD SHX TextSPLICE

    AutoCAD SHX TextLENGTH

    AutoCAD SHX TextSPLICE

    AutoCAD SHX TextREINF.

    AutoCAD SHX TextREINF. TERMINATES IN STANDARD HOOK

    AutoCAD SHX TextTHESE BARS MAY BE ELIMINATED IF WALL

    AutoCAD SHX TextSTD. HOOK

    AutoCAD SHX TextSPLICE

    AutoCAD SHX TextLENGTH

    AutoCAD SHX Text1'-0"

    AutoCAD SHX TextMIN.

    AutoCAD SHX TextCLR.

    AutoCAD SHX TextTYP.

    AutoCAD SHX Text2"

    AutoCAD SHX Text6"

    AutoCAD SHX TextMIN.

    AutoCAD SHX TextSTEP FOOTING LOCATION

    AutoCAD SHX TextSEE PLAN

    AutoCAD SHX TextH

    AutoCAD SHX TextS

    AutoCAD SHX TextSCALE:

    AutoCAD SHX Text4

    AutoCAD SHX TextS-0

    AutoCAD SHX TextSTEPPED FOOTING DETAIL

    AutoCAD SHX Text 3/4" = 1'-0"

    AutoCAD SHX Text2

    AutoCAD SHX Text-

    AutoCAD SHX TextS-0

    AutoCAD SHX TextTYPICAL TRENCH DRAIN DETAIL

    AutoCAD SHX Text N.T.S.

    AutoCAD SHX Text#5 AT 12" O.C.

    AutoCAD SHX TextEA WAY, TYPICAL

    AutoCAD SHX TextTYP

    AutoCAD SHX TextPRE-FORMED TRENCH

    AutoCAD SHX TextDRAIN, SEE ARCH. TYP.

    AutoCAD SHX TextSERVICE SLAB,

    AutoCAD SHX TextSEE PLAN, TYP.

    AutoCAD SHX TextGRATING

    AutoCAD SHX TextCONT L3x3x1/4 w/1/2" DIA x 4"

    AutoCAD SHX TextHSA AT 14" O.C., TYP.

    AutoCAD SHX TextTDS1, SEE SCHED

    AutoCAD SHX TextSEE PLAN

    AutoCAD SHX TextT.O. SLAB

    AutoCAD SHX TextWWF, SEE PLAN,

    AutoCAD SHX TextTYPICAL

    AutoCAD SHX TextEXTERIOR SLAB

    AutoCAD SHX TextSEE CIVIL, TYP.

    AutoCAD SHX Text3

    AutoCAD SHX TextS-0

    AutoCAD SHX TextTYPICAL THICKENED SLAB EDGE

    AutoCAD SHX Text 3/4"=1'-0"

    AutoCAD SHX TextSTEEL COLUMN FTG

    AutoCAD SHX TextHOOK T&B

    AutoCAD SHX Text(12) #6 VERT W/STD

    AutoCAD SHX Text#3 TIES AT 12" OC

    AutoCAD SHX Text%%UCONCRETE COLUMN CC1

    AutoCAD SHX TextSTEEL COLUMN FTG

    AutoCAD SHX TextLIVE LOAD

    AutoCAD SHX TextDEAD LOAD

    AutoCAD SHX TextSTEP FOOTINGS WHERE REQUIRED TO AVOID INTERFERENCE WITH

    AutoCAD SHX TextWORK OF OTHER TRADES (IE. PLUMBING) AND WHERE SHOWN ON

    AutoCAD SHX TextTHE PLAN - G.C. COORDINATE FOOTING ELEVATIONS WITH THE

    AutoCAD SHX TextTILT WALL CONTRACTOR, TYPICAL.

    AutoCAD SHX TextC2

    AutoCAD SHX Text16"

    AutoCAD SHX Text16"

    AutoCAD SHX Text3/4"

    AutoCAD SHX Text4

    AutoCAD SHX Text3/4"

    AutoCAD SHX Text13"

    AutoCAD SHX Text4 1/2"

    AutoCAD SHX TextTS 8x8x1/4

    AutoCAD SHX TextC3

    AutoCAD SHX Text15"

    AutoCAD SHX Text15"

    AutoCAD SHX Text3/4"

    AutoCAD SHX Text4

    AutoCAD SHX Text3/4"

    AutoCAD SHX Text13"

    AutoCAD SHX Text4 1/2"

    AutoCAD SHX TextTS 7x7x5/16

    AutoCAD SHX TextON CC1 CONC COL AT ENTRY CANOPY

    AutoCAD SHX TextSCALE: NONE

    AutoCAD SHX Text7

    AutoCAD SHX Text-

    AutoCAD SHX TextS-0

    AutoCAD SHX TextTYPICAL CONCRETE STAIR

    AutoCAD SHX TextON GRADE DETAIL

    AutoCAD SHX TextSCALE: NONE

    AutoCAD SHX Text(2) #4 CONT

    AutoCAD SHX Text#4 AT 12" OC

    AutoCAD SHX TextEW BOT, TYPICAL

    AutoCAD SHX Text#4 NOSING, TYP

    AutoCAD SHX TextAT BELOW GRADE

    AutoCAD SHX TextSTAIRS

    AutoCAD SHX TextTYP WATERSTOP

    AutoCAD SHX Text1/2" EJ

    AutoCAD SHX TextSEE PLAN

    AutoCAD SHX TextT.O. SLAB

    AutoCAD SHX TextREFER TO ARCH DWGS

    AutoCAD SHX TextFOR HANDRAIL DTLS

    AutoCAD SHX Text3700 34th St. Suite 300 Orlando, FL 32805 407.422.4272

    AutoCAD SHX Text012-17

    AutoCAD SHX Text09-05-17

    AutoCAD SHX TextSHEET TITLE

    AutoCAD SHX TextPROJECT NO.

    AutoCAD SHX TextSHEET NUMBER

    AutoCAD SHX TextDATE

    AutoCAD SHX TextREVISION DATES

    AutoCAD SHX TextPROJECT

    AutoCAD SHX Text 2017 PNM ARCHITECTURE. THIS DESIGN AND DRAWING IS THE EXCLUSIVE PROPERTY OF PNM ARCHITECTURE. ANY USE OR REPRODUCTION WITHOUT THE EXPRESSED WRITTEN CONSENT OF PNM ARCHITECTURE IS STRICTLY PROHIBITED.

    AutoCAD SHX TextSEAL

    AutoCAD SHX Textc

    AutoCAD SHX TextSTRUCTURAL GENERAL

    AutoCAD SHX TextNOTES and SCHEDULES

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    AutoCAD SHX TextWWF OVER 6 MIL VAPOR BARRIER

    AutoCAD SHX TextREINFORCED WITH 6x6/W2.9xW2.9

    AutoCAD SHX TextTYP UNO. SEE PLAN

    AutoCAD SHX TextT.O. WALL FOOTING ELEV = -5'-0"

    AutoCAD SHX TextT.O. SLAB ELEV = 0'-0",

    AutoCAD SHX TextFOR ACTUAL ELEVATIONS.

    AutoCAD SHX TextOVER COMPACTED SUBGRADE.

    AutoCAD SHX Text(ASSUMED) SEE CIVIL DRAWINGS

    AutoCAD SHX Text5" CONCRETE SLAB-ON-GRADE,

    AutoCAD SHX Text%%UFOUNDATION AND SLAB PLAN KEYNOTES

    AutoCAD SHX Text2

    AutoCAD SHX Text1

    AutoCAD SHX TextSEE SHT S-0 FOR GENERAL

    AutoCAD SHX TextSTRUCTURAL NOTES.

    AutoCAD SHX TextCOLUMNS, TYP UNO

    AutoCAD SHX TextBENEATH BEARING WALLS AND

    AutoCAD SHX TextALL FOOTINGS ARE CENTERED

    AutoCAD SHX Text= -1'-6", TYP UNO.

    AutoCAD SHX TextT.O. STEEL COL FOOTING ELEV

    AutoCAD SHX Text4

    AutoCAD SHX Text3

    AutoCAD SHX Text7

    AutoCAD SHX Text6

    AutoCAD SHX Text5

    AutoCAD SHX TextARCHITECTURAL DRAWINGS, TYP.

    AutoCAD SHX TextALL OPENINGS WITH

    AutoCAD SHX TextON SHT S-0

    AutoCAD SHX TextCONTROL JOINT, SEE TYP DETAIL

    AutoCAD SHX TextINDICATES CONSTRUCTION OR

    AutoCAD SHX TextCOORDINATE DIMENSIONS OF

    AutoCAD SHX Text9

    AutoCAD SHX Text10

    AutoCAD SHX Text8

    AutoCAD SHX Text(2)#4 x 4'-0" CENTERED IN

    AutoCAD SHX TextSLAB AT ALL SLAB RE-ENTRANT

    AutoCAD SHX TextCORNERS AND WHERE SHOWN ON

    AutoCAD SHX TextTHE PLAN, TYP.

    AutoCAD SHX TextLOCATIONS, SIZES, AND DIMENSIONS, TYP.

    AutoCAD SHX TextSEE ARCHITECTURAL FOR ALL REVEAL

    AutoCAD SHX TextCONCRETE TILT-UP PANELS ARE

    AutoCAD SHX Text12" (7 1/4" STRUCTURAL THICKNESS

    AutoCAD SHX TextWITH 2" INSUL + 2 3/4" TOPPING WITH

    AutoCAD SHX TextSCALE:

    AutoCAD SHX Text1/8" = 1'-0"

    AutoCAD SHX TextFOUNDATION AND SLAB PLAN

    AutoCAD SHX TextS-1

    AutoCAD SHX TextA

    AutoCAD SHX Text16'

    AutoCAD SHX Text1/8"=1'-0"

    AutoCAD SHX Text0

    AutoCAD SHX Text4'

    AutoCAD SHX Text8'

    AutoCAD SHX TextINCLUDING LOADS FOR A ULTIMATE WIND VELOCITY

    AutoCAD SHX TextBUILDING CODE, 2014 EDITION,

    AutoCAD SHX TextDEAD LOADS IN ACCORDANCE WITH THE FLORIDA

    AutoCAD SHX TextTHE STRUCTURE HAS BEEN DESIGNED FOR LIVE AND

    AutoCAD SHX TextOF 140 MPH: RISK CATEGORY = II, EXPOSURE C.

    AutoCAD SHX Text11

    AutoCAD SHX Text12

    AutoCAD SHX TextINDICATES GLAZING OPENING IN CONCRETE

    AutoCAD SHX TextTILT WALL PANEL - SEE ARCH'L DRAWINGS FOR ALL

    AutoCAD SHX TextOPENING DIMENSIONS, TYP.

    AutoCAD SHX TextN

    AutoCAD SHX Text13

    AutoCAD SHX TextINDICATES COLUMN REINFORCING IN TILT WALL PANEL;

    AutoCAD SHX TextSEE TYPICAL COLUMN REINFORCING DETAIL

    AutoCAD SHX TextTREAT ALL SOILS BENEATH NEW CONCRETE SLABS FOR

    AutoCAD SHX TextTERMITES IN ACCORDANCE WITH FBC 2014, TYP.

    AutoCAD SHX TextSEE NOTES ON S-5 FOR REINFORCING AND CONNECTION

    AutoCAD SHX TextREQUIREMENTS FOR TILT UP WALLS, TYP.

    AutoCAD SHX Text7

    AutoCAD SHX Text8

    AutoCAD SHX TextA

    AutoCAD SHX TextB

    AutoCAD SHX TextC

    AutoCAD SHX TextD

    AutoCAD SHX TextE

    AutoCAD SHX Text2

    AutoCAD SHX Text3

    AutoCAD SHX Text4

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    AutoCAD SHX Text6

    AutoCAD SHX TextF

    AutoCAD SHX Text7

    AutoCAD SHX Text1

    AutoCAD SHX TextA

    AutoCAD SHX TextB

    AutoCAD SHX TextC

    AutoCAD SHX TextD

    AutoCAD SHX TextD.8

    AutoCAD SHX Text2

    AutoCAD SHX Text3

    AutoCAD SHX Text4

    AutoCAD SHX Text5

    AutoCAD SHX TextWWF OVER 6 MIL VAPOR BARRIER

    AutoCAD SHX TextREINFORCED WITH 6x6/W21.4XW1.4

    AutoCAD SHX TextT.O. SLAB ELEV = 0'-0", TYP

    AutoCAD SHX TextOVER COMPACTED SUBGRADE.

    AutoCAD SHX Text4" THICK CONCRETE SLAB-ON-GRADE (IN OFFICE AREA),

    AutoCAD SHX Text14

    AutoCAD SHX Text3/4" REVEAL ALLOWANCE).

    AutoCAD SHX TextC1

    AutoCAD SHX TextF1

    AutoCAD SHX TextC1

    AutoCAD SHX TextF1

    AutoCAD SHX TextC1

    AutoCAD SHX TextF1

    AutoCAD SHX TextC1

    AutoCAD SHX TextF1

    AutoCAD SHX TextC1

    AutoCAD SHX TextF1

    AutoCAD SHX TextC1

    AutoCAD SHX TextF1

    AutoCAD SHX TextC1

    AutoCAD SHX TextF1

    AutoCAD SHX TextC1

    AutoCAD SHX TextF1

    AutoCAD SHX TextC1

    AutoCAD SHX TextF1

    AutoCAD SHX TextC1

    AutoCAD SHX TextF1

    AutoCAD SHX TextC1

    AutoCAD SHX TextF1

    AutoCAD SHX TextC1

    AutoCAD SHX TextF1

    AutoCAD SHX TextC1

    AutoCAD SHX TextF1

    AutoCAD SHX TextC1

    AutoCAD SHX TextF1

    AutoCAD SHX TextCC1

    AutoCAD SHX TextF2

    AutoCAD SHX TextC2

    AutoCAD SHX TextCC1

    AutoCAD SHX TextF2

    AutoCAD SHX TextC2

    AutoCAD SHX TextWF1 (cont)

    AutoCAD SHX TextWF1 (cont)

    AutoCAD SHX TextWF1 (cont)

    AutoCAD SHX TextWF1 (cont)

    AutoCAD SHX TextWF1 (cont)

    AutoCAD SHX TextWF1 (cont)

    AutoCAD SHX TextWF1 (cont)

    AutoCAD SHX TextWF1 (cont)

    AutoCAD SHX TextWF1 (cont)

    AutoCAD SHX TextWF1 (cont)

    AutoCAD SHX TextWF1 (cont)

    AutoCAD SHX TextTWC

    AutoCAD SHX TextF2

    AutoCAD SHX TextTWC

    AutoCAD SHX TextF2

    AutoCAD SHX TextTWC

    AutoCAD SHX TextF2

    AutoCAD SHX TextTWC

    AutoCAD SHX TextF2

    AutoCAD SHX TextTWC

    AutoCAD SHX TextF2

    AutoCAD SHX TextTWC

    AutoCAD SHX TextF2

    AutoCAD SHX TextTWC

    AutoCAD SHX TextF2

    AutoCAD SHX Textcj

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    AutoCAD SHX Textcj

    AutoCAD SHX Textcj

    AutoCAD SHX Textcj

    AutoCAD SHX Textcj

    AutoCAD SHX TextTYPICAL SLAB CONTROL

    AutoCAD SHX TextJOINT LAYOUT

    AutoCAD SHX Textcj

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    AutoCAD SHX TextTYPICAL SLAB CONTROL

    AutoCAD SHX TextJOINT LAYOUT

    AutoCAD SHX Textcj

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    AutoCAD SHX Textcj

    AutoCAD SHX Textcj

    AutoCAD SHX Textcj

    AutoCAD SHX Textcj

    AutoCAD SHX Text8" THICK (MIN) CONCRETE

    AutoCAD SHX TextSLAB AT TRUCK AREA - REF:

    AutoCAD SHX TextCIVIL DRAWINGS FOR OTHER

    AutoCAD SHX TextINFORMATION, TYP.

    AutoCAD SHX Text14

    AutoCAD SHX Text14

    AutoCAD SHX Text14

    AutoCAD SHX Text1

    AutoCAD SHX Text1

    AutoCAD SHX Text1

    AutoCAD SHX Text1

    AutoCAD SHX Text1

    AutoCAD SHX Text1

    AutoCAD SHX Text1

    AutoCAD SHX Text2

    AutoCAD SHX Text2

    AutoCAD SHX Text2

    AutoCAD SHX Text2

    AutoCAD SHX Text2

    AutoCAD SHX Text2

    AutoCAD SHX Text2

    AutoCAD SHX TextTRENCH DRAIN; SEE

    AutoCAD SHX TextTYP DETAIL ON S-0

    AutoCAD SHX Text9

    AutoCAD SHX TextS-3

    AutoCAD SHX Text7

    AutoCAD SHX TextS-0

    AutoCAD SHX Text9

    AutoCAD SHX TextS-3

    AutoCAD SHX Text8

    AutoCAD SHX TextS-3

    AutoCAD SHX Text4

    AutoCAD SHX TextS-3

    AutoCAD SHX Text1

    AutoCAD SHX TextS-3

    AutoCAD SHX Text7

    AutoCAD SHX TextS-0

    AutoCAD SHX Text9

    AutoCAD SHX TextS-3

    AutoCAD SHX Text1

    AutoCAD SHX TextS-3

    AutoCAD SHX Text4

    AutoCAD SHX TextS-3

    AutoCAD SHX Text7

    AutoCAD SHX TextS-0

    AutoCAD SHX Text7

    AutoCAD SHX TextS-3

    AutoCAD SHX Text5

    AutoCAD SHX TextS-3

    AutoCAD SHX Text1

    AutoCAD SHX TextS-3

    AutoCAD SHX Text4

    AutoCAD SHX TextS-3

    AutoCAD SHX Text7

    AutoCAD SHX TextS-0

    AutoCAD SHX Text4

    AutoCAD SHX TextS-3

    AutoCAD SHX Text1

    AutoCAD SHX TextS-3

    AutoCAD SHX Text9

    AutoCAD SHX TextS-3

    AutoCAD SHX TextWF2, TYP.

    AutoCAD SHX Text4

    AutoCAD SHX TextS-3

    AutoCAD SHX Text1

    AutoCAD SHX TextS-3

    AutoCAD SHX Text4

    AutoCAD SHX TextS-3

    AutoCAD SHX Text1

    AutoCAD SHX TextS-3

    AutoCAD SHX TextWF2, TYP.

    AutoCAD SHX TextWF2, TYP.

    AutoCAD SHX Text4

    AutoCAD SHX TextS-3

    AutoCAD SHX Text1

    AutoCAD SHX TextS-3

    AutoCAD SHX Text4

    AutoCAD SHX TextS-3

    AutoCAD SHX Text1

    AutoCAD SHX TextS-3

    AutoCAD SHX Text10

    AutoCAD SHX TextS-3

    AutoCAD SHX Text10

    AutoCAD SHX TextS-3

    AutoCAD SHX Text10

    AutoCAD SHX TextS-3

    AutoCAD SHX Text10

    AutoCAD SHX TextS-3

    AutoCAD SHX Text5

    AutoCAD SHX TextS-3

    AutoCAD SHX Text5

    AutoCAD SHX TextS-3

    AutoCAD SHX Text3

    AutoCAD SHX Text3

    AutoCAD SHX Text3

    AutoCAD SHX Text3

    AutoCAD SHX Text3

    AutoCAD SHX Text3

    AutoCAD SHX Text-5'-0"

    AutoCAD SHX TextT.O. FTG

    AutoCAD SHX Text-5'-0"

    AutoCAD SHX TextT.O. FTG

    AutoCAD SHX Text10

    AutoCAD SHX Text10

    AutoCAD SHX Text10

    AutoCAD SHX Text13

    AutoCAD SHX Text13

    AutoCAD SHX Text13

    AutoCAD SHX Text13

    AutoCAD SHX Text13

    AutoCAD SHX Text13

    AutoCAD SHX Text13

    AutoCAD SHX TextP-1

    AutoCAD SHX TextP-2

    AutoCAD SHX TextP-3

    AutoCAD SHX TextP-4

    AutoCAD SHX TextP-5

    AutoCAD SHX TextP-6

    AutoCAD SHX TextP-7

    AutoCAD SHX TextP-8

    AutoCAD SHX TextP-9

    AutoCAD SHX TextP-10

    AutoCAD SHX TextP-11

    AutoCAD SHX TextP-12

    AutoCAD SHX TextP-13

    AutoCAD SHX TextP-13

    AutoCAD SHX TextP-14

    AutoCAD SHX TextP-15

    AutoCAD SHX TextP-16

    AutoCAD SHX TextP-17

    AutoCAD SHX TextP-18

    AutoCAD SHX TextP-19

    AutoCAD SHX TextP-20

    AutoCAD SHX TextP-21

    AutoCAD SHX TextP-22

    AutoCAD SHX TextP-23

    AutoCAD SHX TextP-24

    AutoCAD SHX TextP-25

    AutoCAD SHX TextP-26

    AutoCAD SHX TextP-27

    AutoCAD SHX TextP-28

    AutoCAD SHX TextP-29

    AutoCAD SHX TextP-30

    AutoCAD SHX TextP-31

    AutoCAD SHX TextP-32

    AutoCAD SHX TextP-33

    AutoCAD SHX TextP-34

    AutoCAD SHX TextP-35

    AutoCAD SHX TextP-36

    AutoCAD SHX TextP-37

    AutoCAD SHX TextP-38

    AutoCAD SHX TextP-39

    AutoCAD SHX TextP-41

    AutoCAD SHX TextP-42

    AutoCAD SHX TextP-43

    AutoCAD SHX TextP-44

    AutoCAD SHX TextP-45

    AutoCAD SHX TextP-46

    AutoCAD SHX TextP-47

    AutoCAD SHX TextP-48

    AutoCAD SHX TextP-49

    AutoCAD SHX TextP-50

    AutoCAD SHX TextP-51

    AutoCAD SHX TextP-52

    AutoCAD SHX TextP-53

    AutoCAD SHX TextNOTE: NO REVEALS IN STRUCTURAL PANELS

    AutoCAD SHX Text3700 34th St. Suite 300 Orlando, FL 32805 407.422.4272

    AutoCAD SHX Text012-17

    AutoCAD SHX Text09-05-17

    AutoCAD SHX TextSHEET TITLE

    AutoCAD SHX TextPROJECT NO.

    AutoCAD SHX TextSHEET NUMBER

    AutoCAD SHX TextDATE

    AutoCAD SHX TextREVISION DATES

    AutoCAD SHX TextPROJECT

    AutoCAD SHX Text 2017 PNM ARCHITECTURE. THIS DESIGN AND DRAWING IS THE EXCLUSIVE PROPERTY OF PNM ARCHITECTURE. ANY USE OR REPRODUCTION WITHOUT THE EXPRESSED WRITTEN CONSENT OF PNM ARCHITECTURE IS STRICTLY PROHIBITED.

    AutoCAD SHX TextSEAL

    AutoCAD SHX Textc

    AutoCAD SHX TextFOUNDATION and SLAB

    AutoCAD SHX TextPLAN

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    PERMIT DOCUMENTS

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    AutoCAD SHX TextSCALE:

    AutoCAD SHX Text1/8" = 1'-0"

    AutoCAD SHX TextROOF FRAMING PLAN

    AutoCAD SHX TextS-2

    AutoCAD SHX TextA

    AutoCAD SHX Text16'

    AutoCAD SHX Text1/8"=1'-0"

    AutoCAD SHX Text0

    AutoCAD SHX Text4'

    AutoCAD SHX Text8'

    AutoCAD SHX TextINCLUDING LOADS FOR A ULTIMATE WIND VELOCITY

    AutoCAD SHX TextBUILDING CODE, 2014 EDITION,

    AutoCAD SHX TextDEAD LOADS IN ACCORDANCE WITH THE FLORIDA

    AutoCAD SHX TextTHE STRUCTURE HAS BEEN DESIGNED FOR LIVE AND

    AutoCAD SHX TextOF 140 MPH: RISK CATEGORY = II, EXPOSURE C.

    AutoCAD SHX TextN

    AutoCAD SHX Text7

    AutoCAD SHX Text8

    AutoCAD SHX TextA

    AutoCAD SHX TextB

    AutoCAD SHX TextC

    AutoCAD SHX TextD

    AutoCAD SHX TextE

    AutoCAD SHX Text2

    AutoCAD SHX Text3

    AutoCAD SHX Text4

    AutoCAD SHX Text5

    AutoCAD SHX Text6

    AutoCAD SHX TextF

    AutoCAD SHX Text7

    AutoCAD SHX Text1

    AutoCAD SHX TextA

    AutoCAD SHX TextB

    AutoCAD SHX TextC

    AutoCAD SHX TextD

    AutoCAD SHX TextD.8

    AutoCAD SHX Text2

    AutoCAD SHX Text3

    AutoCAD SHX Text4

    AutoCAD SHX Text5

    AutoCAD SHX Text%%UROOF FRAMING PLAN KEYNOTES

    AutoCAD SHX Text1

    AutoCAD SHX TextSEE SHT S-0 FOR GENERAL NOTES and SCHEDULES

    AutoCAD SHX TextBETWEEN SUPPORTS.

    AutoCAD SHX TextEDGES AT 6" OC. INSTALL (3) #10 TEKS STITCH SCREWS AT ALL SIDELAPS,

    AutoCAD SHX TextPUDDLE WELDS AT A 30/6 PATTERN AT ALL SUPPORTS. WELD SIDE

    AutoCAD SHX TextENGINEER APPROVED EQUIVALENT) OVER STEEL BAR JOISTS

    AutoCAD SHX TextGALV METAL DECK (VULCRAFT TYPE 1.5B22 OR

    AutoCAD SHX TextWITHIN 15"-0" OF EDGE = 36 psf

    AutoCAD SHX TextNET UPLIFT (FOR JOIST DESIGN) SHALL BE AS FOLLOWS:

    AutoCAD SHX TextINCLUDING UPLIFT BRIDGING.

    AutoCAD SHX TextINSTALL JOIST (NOT SHOWN) IN ACCORDANCE WITH SJI SPECIFICATIONS;

    AutoCAD SHX TextTYPICAL. INSTALL METAL DECKING TO SUPPORTS WITH 5/8" DIAMETER

    AutoCAD SHX TextROOFING (SEE ARCHITECTURAL DRAWINGS) OVER

    AutoCAD SHX Text8

    AutoCAD SHX Text6

    AutoCAD SHX Text5

    AutoCAD SHX Text4

    AutoCAD SHX Text3

    AutoCAD SHX Text2

    AutoCAD SHX TextELSEWHERE = 29psf

    AutoCAD SHX TextT.O. PANELS = SEE PLAN, TYP.

    AutoCAD SHX Text7

    AutoCAD SHX TextSEE ARCHITECTURAL DRAWINGS FOR ROOF HATCH REQUIREMENTS.

    AutoCAD SHX TextFRAMING AT MECHANICAL UNITS, TYP.

    AutoCAD SHX TextROOF TOP MECHANICAL UNITS WEIGHT = SEE PLAN + CURB.

    AutoCAD SHX TextDRAWINGS. SEE SECTIONS ON SHT S-4 FOR ADDITIONAL

    AutoCAD SHX Text(CURB ; SEE MECHANICAL DRAWINGS). FOR PRECISE LOCATION

    AutoCAD SHX TextOF UNITS AND DECK OPENINGS FOR DUCTS. SEE MECHANICAL

    AutoCAD SHX TextSEE SHT S-1 FOR TILT WALL PANEL THICKNESS, TYP.

    AutoCAD SHX Text1 1/2", 22 GAGE, VENTED

    AutoCAD SHX Text9

    AutoCAD SHX TextBTJ INDICATES BOLTED TIE JOIST - INSTALL PER DETAILS AND IN

    AutoCAD SHX TextACCORDANCE WITH S.J.I. SPECIFICATIONS, TYP.

    AutoCAD SHX TextJOISTS ARE TO BE INSTALLED IN EQUAL SPACES BETWEEN COLUMNS (WALLS)

    AutoCAD SHX Text10

    AutoCAD SHX TextRTU WEIGHT = 1,200 POUNDS (EACH), TYP.

    AutoCAD SHX Text20K5

    AutoCAD SHX Text20K5 UNO

    AutoCAD SHX Text20KCS5

    AutoCAD SHX Text20KCS5

    AutoCAD SHX Text20KCS5

    AutoCAD SHX Text20KCS5

    AutoCAD SHX Text20KCS5

    AutoCAD SHX Text20KCS5

    AutoCAD SHX Text20KCS5

    AutoCAD SHX Text20KCS5

    AutoCAD SHX Text20KCS5

    AutoCAD SHX Text20KCS5

    AutoCAD SHX Text20KCS5

    AutoCAD SHX Text20KCS5

    AutoCAD SHX Text20K5

    AutoCAD SHX Text18K5

    AutoCAD SHX Text24K9

    AutoCAD SHX Text24K9

    AutoCAD SHX Text24K9

    AutoCAD SHX Text32G6N9.0K

    AutoCAD SHX Text32G6N9.0K

    AutoCAD SHX Text32G6N9.0K

    AutoCAD SHX Text32G6N9.0K

    AutoCAD SHX Text32G6N9.0K

    AutoCAD SHX Text32G6N9.0K

    AutoCAD SHX Text32G6N9.0K

    AutoCAD SHX Text32G6N9.0K

    AutoCAD SHX Text32G6N9.0K

    AutoCAD SHX Text32G6N9.0K

    AutoCAD SHX Text32G6N9.0K

    AutoCAD SHX Text32G6N9.0K

    AutoCAD SHX Text32G6N7.5K

    AutoCAD SHX Text32G6N8.1K

    AutoCAD SHX Text32G6N8.1K

    AutoCAD SHX Text32G6N8.1K

    AutoCAD SHX Text32G6N8.1K

    AutoCAD SHX Text32G6N8.1K

    AutoCAD SHX Text24K9 SLOPED w/5" SEATS

    AutoCAD SHX TextP-1

    AutoCAD SHX TextP-2

    AutoCAD SHX TextP-3

    AutoCAD SHX TextP-4

    AutoCAD SHX TextP-5

    AutoCAD SHX TextP-6

    AutoCAD SHX TextP-7

    AutoCAD SHX TextP-8

    AutoCAD SHX TextP-9

    AutoCAD SHX TextP-10

    AutoCAD SHX TextP-11

    AutoCAD SHX TextP-12

    AutoCAD SHX TextP-13

    AutoCAD SHX TextP-13

    AutoCAD SHX TextP-14

    AutoCAD SHX TextP-15

    AutoCAD SHX TextP-16

    AutoCAD SHX TextP-17

    AutoCAD SHX TextP-18

    AutoCAD SHX TextP-19

    AutoCAD SHX TextP-20

    AutoCAD SHX TextP-21

    AutoCAD SHX TextP-22

    AutoCAD SHX TextP-23

    AutoCAD SHX TextP-24

    AutoCAD SHX TextP-25

    AutoCAD SHX TextP-26

    AutoCAD SHX TextP-27

    AutoCAD SHX TextP-28

    AutoCAD SHX TextP-29

    AutoCAD SHX TextP-30

    AutoCAD SHX TextP-31

    AutoCAD SHX TextP-32

    AutoCAD SHX TextP-33

    AutoCAD SHX TextP-34

    AutoCAD SHX TextP-35

    AutoCAD SHX TextP-36

    AutoCAD SHX TextP-37

    AutoCAD SHX TextP-38

    AutoCAD SHX TextP-39

    AutoCAD SHX TextP-41

    AutoCAD SHX TextP-42

    AutoCAD SHX TextP-43

    AutoCAD SHX TextP-44

    AutoCAD SHX TextP-45

    AutoCAD SHX TextP-46

    AutoCAD SHX TextP-47

    AutoCAD SHX TextP-48

    AutoCAD SHX TextP-49

    AutoCAD SHX TextP-50

    AutoCAD SHX TextP-51

    AutoCAD SHX TextP-52

    AutoCAD SHX TextP-53

    AutoCAD SHX Text13'-0"

    AutoCAD SHX TextJOIST BEARING

    AutoCAD SHX Text13'-7 1/2"

    AutoCAD SHX TextJOIST BEARING

    AutoCAD SHX Text14'-3"

    AutoCAD SHX TextJOIST BEARING

    AutoCAD SHX Text31'-6 1/2"

    AutoCAD SHX TextJOIST BEARING

    AutoCAD SHX Text30'-8 3/8"

    AutoCAD SHX TextJOIST BEARING

    AutoCAD SHX Text29'-10"

    AutoCAD SHX TextJOIST BEARING

    AutoCAD SHX Text29'-0"

    AutoCAD SHX TextJOIST BEARING

    AutoCAD SHX TextSDERG

    AutoCAD SHX TextJOIST BEARING

    AutoCAD SHX TextSDERG

    AutoCAD SHX TextJOIST BEARING

    AutoCAD SHX TextROOF SLOPES DOWN

    AutoCAD SHX TextROOF SLOPES DOWN

    AutoCAD SHX TextROOF SLOPES DOWN

    AutoCAD SHX TextROOF SLOPES DOWN

    AutoCAD SHX TextROOF SLOPES DOWN

    AutoCAD SHX TextROOF SLOPES DOWN

    AutoCAD SHX TextROOF SLOPES DOWN

    AutoCAD SHX TextROOF SLOPES DOWN

    AutoCAD SHX TextROOF SLOPES DOWN

    AutoCAD SHX TextROOF SLOPES DOWN

    AutoCAD SHX TextROOF SLOPES DOWN

    AutoCAD SHX TextROOF SLOPES DOWN

    AutoCAD SHX TextROOF SLOPES DOWN

    AutoCAD SHX TextROOF SLOPES DOWN

    AutoCAD SHX TextROOF SLOPES DOWN

    AutoCAD SHX Text32'-0 3/4"

    AutoCAD SHX TextJOIST BEARING

    AutoCAD SHX Text31'-6 3/4"

    AutoCAD SHX TextJOIST BEARING

    AutoCAD SHX Text(T.O.W. 34'-9")

    AutoCAD SHX Text(T.O.W. VARIES)

    AutoCAD SHX Text(T.O.W. VARIES)

    AutoCAD SHX Text(T.O.W. 29'-4")

    AutoCAD SHX Text(T.O.W. 29'-4")

    AutoCAD SHX Text(T.O.W. 29'-4")

    AutoCAD SHX Text(T.O.W. 34'-9")

    AutoCAD SHX Text(T.O.W. 34'-9")

    AutoCAD SHX Text(T.O.W. 34'-9")

    AutoCAD SHX Text(T.O.W. 34'-9")

    AutoCAD SHX Text(T.O.W. 34'-9")

    AutoCAD SHX Text(T.O.W. 34'-9")

    AutoCAD SHX Text(T.O.W. 34'-9")

    AutoCAD SHX Text(T.O.W. 34'-9")

    AutoCAD SHX Text(T.O.W. 34'-9")

    AutoCAD SHX Text(T.O.W. 15'-6")

    AutoCAD SHX Text(T.O.W. 15'-6")

    AutoCAD SHX Text(T.O.W. 18'-1 1/2")

    AutoCAD SHX Text(T.O.W. 18'-1 1/2")

    AutoCAD SHX Text(T.O.W. 18'-1 1/2")

    AutoCAD SHX TextINSTALL PLATE "A" HORIZ

    AutoCAD SHX TextTOP AND BOTTOM OF

    AutoCAD SHX TextTS7x7 ON BACKSIDE OF

    AutoCAD SHX TextPANEL - TO WELD COLUMNS,

    AutoCAD SHX TextTYPICAL

    AutoCAD SHX TextRADIUS TS8x3

    AutoCAD SHX TextAT 4'-0" O.C.

    AutoCAD SHX TextSEE SECTION

    AutoCAD SHX TextW16x40

    AutoCAD SHX TextW16x40

    AutoCAD SHX Text17

    AutoCAD SHX TextS-4

    AutoCAD SHX Text1

    AutoCAD SHX TextS-4

    AutoCAD SHX TextBTJ

    AutoCAD SHX TextBTJ

    AutoCAD SHX TextBTJ

    AutoCAD SHX TextBTJ

    AutoCAD SHX TextBTJ

    AutoCAD SHX TextBTJ

    AutoCAD SHX TextBTJ

    AutoCAD SHX TextBTJ

    AutoCAD SHX TextBTJ

    AutoCAD SHX TextBTJ

    AutoCAD SHX TextBTJ

    AutoCAD SHX TextBTJ

    AutoCAD SHX TextBTJ

    AutoCAD SHX TextBTJ

    AutoCAD SHX TextBTJ

    AutoCAD SHX TextBTJ

    AutoCAD SHX TextBTJ

    AutoCAD SHX TextBTJ

    AutoCAD SHX TextBTJ

    AutoCAD SHX TextBTJ

    AutoCAD SHX TextBTJ

    AutoCAD SHX TextBTJ

    AutoCAD SHX TextBTJ

    AutoCAD SHX TextBTJ

    AutoCAD SHX TextBTJ

    AutoCAD SHX TextBTJ

    AutoCAD SHX TextBTJ

    AutoCAD SHX TextBTJ

    AutoCAD SHX Text7

    AutoCAD SHX TextS-4

    AutoCAD SHX Text6

    AutoCAD SHX TextS-4

    AutoCAD SHX Text7

    AutoCAD SHX TextS-4

    AutoCAD SHX Text6

    AutoCAD SHX TextS-4

    AutoCAD SHX Text1

    AutoCAD SHX TextS-4

    AutoCAD SHX Text5

    AutoCAD SHX TextS-4

    AutoCAD SHX Text5

    AutoCAD SHX TextS-4

    AutoCAD SHX Text7

    AutoCAD SHX TextS-4

    AutoCAD SHX Text6

    AutoCAD SHX TextS-4

    AutoCAD SHX Text5

    AutoCAD SHX TextS-4

    AutoCAD SHX Text7

    AutoCAD SHX TextS-4

    AutoCAD SHX Text6

    AutoCAD SHX TextS-4

    AutoCAD SHX Text5

    AutoCAD SHX TextS-4

    AutoCAD SHX Text7

    AutoCAD SHX TextS-4

    AutoCAD SHX Text6

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    AutoCAD SHX Text5

    AutoCAD SHX TextS-4

    AutoCAD SHX Text7

    AutoCAD SHX TextS-4

    AutoCAD SHX Text6

    AutoCAD SHX TextS-4

    AutoCAD SHX Text5

    AutoCAD SHX TextS-4

    AutoCAD SHX Text2

    AutoCAD SHX TextS-4

    AutoCAD SHX Text3

    AutoCAD SHX TextS-4

    AutoCAD SHX Text4

    AutoCAD SHX TextS-4

    AutoCAD SHX Text3

    AutoCAD SHX TextS-4

    AutoCAD SHX Text3

    AutoCAD SHX TextS-4

    AutoCAD SHX Text2

    AutoCAD SHX TextS-4

    AutoCAD SHX Text2

    AutoCAD SHX TextS-4

    AutoCAD SHX Text4

    AutoCAD SHX TextS-4

    AutoCAD SHX Text4

    AutoCAD SHX TextS-4

    AutoCAD SHX Text1

    AutoCAD SHX TextS-4

    AutoCAD SHX Text1

    AutoCAD SHX TextS-4

    AutoCAD SHX Text2

    AutoCAD SHX TextS-4

    AutoCAD SHX Text3

    AutoCAD SHX TextS-4

    AutoCAD SHX Text2

    AutoCAD SHX TextS-4

    AutoCAD SHX Text3

    AutoCAD SHX TextS-4

    AutoCAD SHX Text4

    AutoCAD SHX TextS-4

    AutoCAD SHX Text4

    AutoCAD SHX TextS-4

    AutoCAD SHX Text3

    AutoCAD SHX TextS-4

    AutoCAD SHX Text2

    AutoCAD SHX TextS-4

    AutoCAD SHX Text9

    AutoCAD SHX TextS-4

    AutoCAD SHX Text9

    AutoCAD SHX TextS-4

    AutoCAD SHX Text4

    AutoCAD SHX TextS-4

    AutoCAD SHX Text1

    AutoCAD SHX TextS-4

    AutoCAD SHX Text2

    AutoCAD SHX TextS-4

    AutoCAD SHX Text3

    AutoCAD SHX TextS-4

    AutoCAD SHX Text10

    AutoCAD SHX TextS-4

    AutoCAD SHX Text10

    AutoCAD SHX TextS-4

    AutoCAD SHX Text1

    AutoCAD SHX TextS-4

    AutoCAD SHX Text1

    AutoCAD SHX TextS-4

    AutoCAD SHX Text11

    AutoCAD SHX TextS-4

    AutoCAD SHX Text11

    AutoCAD SHX TextS-4

    AutoCAD SHX Text14

    AutoCAD SHX TextS-4

    AutoCAD SHX Text14

    AutoCAD SHX TextS-4

    AutoCAD SHX Text14

    AutoCAD SHX TextS-4

    AutoCAD SHX Text14

    AutoCAD SHX TextS-4

    AutoCAD SHX Text3700 34th St. Suite 300 Orlando, FL 32805 407.422.4272

    AutoCAD SHX Text012-17

    AutoCAD SHX Text09-05-17

    AutoCAD SHX TextSHEET TITLE

    AutoCAD SHX TextPROJECT NO.

    AutoCAD SHX TextSHEET NUMBER

    AutoCAD SHX TextDATE

    AutoCAD SHX TextREVISION DATES

    AutoCAD SHX TextPROJECT

    AutoCAD SHX Text 2017 PNM ARCHITECTURE. THIS DESIGN AND DRAWING IS THE EXCLUSIVE PROPERTY OF PNM ARCHITECTURE. ANY USE OR REPRODUCTION WITHOUT THE EXPRESSED WRITTEN CONSENT OF PNM ARCHITECTURE IS STRICTLY PROHIBITED.

    AutoCAD SHX TextSEAL

    AutoCAD SHX Textc

    AutoCAD SHX TextROOF FRAMING PLAN

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    Architect

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    PE # 51299

    PHONE NUMBER 407-701-6440WWW.PNM-ARCHITECTURE.COM

    756 Cove Way Altamonte SpringsFlorida 32712-7273

    AIA NCARB

    L

    ARCHITECTURE

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    structures, LLCBradford T. Bishop. PE FL0051299

    891 Royalwood Lane, Oviedo, Florida 32765

    Ph 407-622-2477

    E-mail: [email protected]

    Certificate of Authorization # 30894

    bec

    PERMIT DOCUMENTS

    S-3

    AutoCAD SHX TextGROUT AFTER FINAL

    AutoCAD SHX TextPNL POSITIONING

    AutoCAD SHX Text#4x1'-0" (2 PER PNL)

    AutoCAD SHX TextTILT-UP WALL PANEL

    AutoCAD SHX TextTYP

    AutoCAD SHX TextSEE PLAN

    AutoCAD SHX TextT/FTG EL

    AutoCAD SHX TextTYP

    AutoCAD SHX TextPOSITION BAR

    AutoCAD SHX Text%%UG/C OPTION:

    AutoCAD SHX TextSEE PLAN

    AutoCAD SHX TextREINF SEE FDN SCH, TYP

    AutoCAD SHX TextGROUT SOLID FULL LENGTH OF

    AutoCAD SHX TextFTG, SHIM AS REQUIRED.

    AutoCAD SHX Text#5x5'-6" TIE BACK BAR

    AutoCAD SHX [email protected] 4'-0" OC, TYP UNO.

    AutoCAD SHX TextSEE PLAN

    AutoCAD SHX TextFIN FL EL

    AutoCAD SHX Text#5 @ 48" OC

    AutoCAD SHX TextFOR LEAVEOUT

    AutoCAD SHX TextEA LEG IN OPNG LARGER THAN 8'-0")

    AutoCAD SHX Text(3 BARS MIN PER PNL, 2 BARS MIN @

    AutoCAD SHX TextUNO

    AutoCAD SHX Text1"

    AutoCAD SHX TextTYP

    AutoCAD SHX TextTYP

    AutoCAD SHX TextCLR

    AutoCAD SHX TextLEAVEOUT + PANEL

    AutoCAD SHX TextTHICKNESS - 4"

    AutoCAD SHX Text1'-4"

    AutoCAD SHX Text3"

    AutoCAD SHX Text%%UNOTE:

    AutoCAD SHX TextFOR CLARITY

    AutoCAD SHX TextWWF NOT SHOWN

    AutoCAD SHX Text2'-9"

    AutoCAD SHX Text(FOR SLABS 5" & THICKER ONLY)

    AutoCAD SHX TextPLAN OF TIED CJ

    AutoCAD SHX TextPNL

    AutoCAD SHX TextDWL

    AutoCAD SHX TextTIEBACK

    AutoCAD SHX TextDWL

    AutoCAD SHX Text#5 DWL x 3'-0" @ 4'-0" OC.

    AutoCAD SHX Text(ALTERNATE W/ TIE BACK BARS)

    AutoCAD SHX TextTIED CJ

    AutoCAD SHX TextPNL

    AutoCAD SHX TextTIEBACK

    AutoCAD SHX TextDWL

    AutoCAD SHX TextLEAVEOUT

    AutoCAD SHX TextSCALE:

    AutoCAD SHX Text1

    AutoCAD SHX Text-

    AutoCAD SHX TextS-3

    AutoCAD SHX TextSECTION (OPTION 1)

    AutoCAD SHX Text3/4" = 1'-0"

    AutoCAD SHX Text#5 CONT

    AutoCAD SHX TextWWF SEE PLAN

    AutoCAD SHX TextBEYOND OPENING

    AutoCAD SHX TextTILT-UP WALL PANEL

    AutoCAD SHX TextSEE ARCH

    AutoCAD SHX TextFIN FL EL

    AutoCAD SHX TextSEE PLAN

    AutoCAD SHX TextGLAZING BY OTHERS

    AutoCAD SHX TextSEE ARCH

    AutoCAD SHX TextTILT PANEL

    AutoCAD SHX Text#5 CONT

    AutoCAD SHX TextWWF SEE PLAN

    AutoCAD SHX TextBEYOND OPENING

    AutoCAD SHX TextTILT-UP WALL PANEL

    AutoCAD SHX TextSEE ARCH

    AutoCAD SHX TextFIN FL EL

    AutoCAD SHX TextSEE PLAN

    AutoCAD SHX TextSEE ARCH'L

    AutoCAD SHX TextSLAB RECESS AT

    AutoCAD SHX TextO.H. DOOR, TYP.

    AutoCAD SHX TextFOOTING - SEE PLAN AND SCHEDULE

    AutoCAD SHX TextFOR SIZE AND REINFORCING, TYPICAL.

    AutoCAD SHX TextSCALE:

    AutoCAD SHX Text3

    AutoCAD SHX Text-

    AutoCAD SHX TextS-3

    AutoCAD SHX TextSECTION

    AutoCAD SHX Text3/4" = 1'-0"

    AutoCAD SHX TextSCALE:

    AutoCAD SHX Text2

    AutoCAD SHX Text-

    AutoCAD SHX TextS-3

    AutoCAD SHX TextSECTION (OPTION 2)

    AutoCAD SHX Text3/4" = 1'-0"

    AutoCAD SHX TextSLAB-ON-GRADE MAY

    AutoCAD SHX TextBE POURED AFTER COLUMN

    AutoCAD SHX TextINSTALLED; IF SO, SLAB

    AutoCAD SHX TextBLOCK-OUT NOT REQUIRED.

    AutoCAD SHX Text%%UNOTE:

    AutoCAD SHX TextCOLUMN BLOCK OUT

    AutoCAD SHX TextBOLTS PER SCHEDULE

    AutoCAD SHX TextBASE PLATE W/ ANCH

    AutoCAD SHX Text2 1/2"

    AutoCAD SHX Text2 1/2"

    AutoCAD SHX TextTYPICAL

    AutoCAD SHX TextTYPICAL

    AutoCAD SHX TextSTL COL

    AutoCAD SHX TextL

    AutoCAD SHX TextC

    AutoCAD SHX Text2" NON-SHRINK

    AutoCAD SHX TextGROUT TYPICAL

    AutoCAD SHX TextSEE PLAN TYPICAL

    AutoCAD SHX Text1/2" EJ ALL AROUND

    AutoCAD SHX TextBLOCKOUT, TYPICAL

    AutoCAD SHX TextTYPICAL

    AutoCAD SHX TextT.O. FOOTING

    AutoCAD SHX TextSEE PLAN

    AutoCAD SHX TextSEE PLAN

    AutoCAD SHX TextT.O. SLAB

    AutoCAD SHX Text1/4

    AutoCAD SHX TextTUBE STEEL COL

    AutoCAD SHX TextSTL COL

    AutoCAD SHX TextC

    AutoCAD SHX TextL

    AutoCAD SHX TextSCALE:

    AutoCAD SHX Text5

    AutoCAD SHX Text-

    AutoCAD SHX TextS-3

    AutoCAD SHX TextSECTION

    AutoCAD SHX Text3/4" = 1'-0"

    AutoCAD SHX TextPLAN

    AutoCAD SHX TextSEE FDN

    AutoCAD SHX TextBEYOND

    AutoCAD SHX TextCLR C7

    AutoCAD SHX TextSLAB SEE

    AutoCAD SHX TextMOVE DWL TO

    AutoCAD SHX Text3/4" CHAMFER

    AutoCAD SHX TextFIN FLR EL

    AutoCAD SHX TextTILT-UP PANEL

    AutoCAD SHX TextCIVIL DWGS

    AutoCAD SHX Text3/4" SLOPE

    AutoCAD SHX TextSEE 4/S-3

    AutoCAD SHX TextSEE 4/S-3

    AutoCAD SHX TextOH DOOR

    AutoCAD SHX [email protected] 12" OC

    AutoCAD SHX TextSTEP

    AutoCAD SHX TextC7X9.8W/ 1/4"X

    AutoCAD SHX Text8" + 1 1/2" HK X

    AutoCAD SHX [email protected] 12" OC T&B

    AutoCAD SHX Text(STAGGER)

    AutoCAD SHX TextPLATE STRAP ANCH'S

    AutoCAD SHX Text W/ 3/8"%%d X 4" HS

    AutoCAD SHX TextL2X2X1/4 CONT

    AutoCAD SHX Text1 1/2" WIDE BENT

    AutoCAD SHX TextCOORD W/ OH DOOR MFR

    AutoCAD SHX Text1/2"

    AutoCAD SHX Text6

    AutoCAD SHX Text-

    AutoCAD SHX TextS-3

    AutoCAD SHX TextWALL SECTION AT LOADING DOCK

    AutoCAD SHX TextSCALE: 3/4" = 1'-0"

    AutoCAD SHX TextGROUT AFTER FINAL

    AutoCAD SHX TextPNL POSITIONING

    AutoCAD SHX Text#4x1'-0" (2 PER PNL)

    AutoCAD SHX TextTILT-UP WALL PANEL

    AutoCAD SHX TextTYP

    AutoCAD SHX TextSEE PLAN

    AutoCAD SHX TextT/FTG EL

    AutoCAD SHX TextTYP

    AutoCAD SHX TextPOSITION BAR

    AutoCAD SHX Text%%UG/C OPTION:

    AutoCAD SHX TextSEE PLAN

    AutoCAD SHX TextREINF SEE FDN SCH, TYP

    AutoCAD SHX TextGROUT SOLID FULL LENGTH OF

    AutoCAD SHX TextFTG, SHIM AS REQUIRED.

    AutoCAD SHX TextREF: 1/S-3 FOR SIM INFO

    AutoCAD SHX TextFOR LEAVEOUT

    AutoCAD SHX TextUNO

    AutoCAD SHX Text1"

    AutoCAD SHX TextTYP

    AutoCAD SHX TextTYP

    AutoCAD SHX TextCLR

    AutoCAD SHX Text3"

    AutoCAD SHX Text%%UNOTE:

    AutoCAD SHX TextFOR CLARITY

    AutoCAD SHX TextWWF NOT SHOWN

    AutoCAD SHX Text4

    AutoCAD SHX Text-

    AutoCAD SHX TextS-3

    AutoCAD SHX TextWALL SECTION AT REAR

    AutoCAD SHX TextSCALE: 3/4" = 1'-0"

    AutoCAD SHX TextSEE PLAN FOR FOOTING STEPS

    AutoCAD SHX TextAND SEE TYPICAL STEPPED FOOTING

    AutoCAD SHX TextDETAIL (THIS SHEET)

    AutoCAD SHX TextSCALE:

    AutoCAD SHX Text7

    AutoCAD SHX Text-

    AutoCAD SHX TextS-3

    AutoCAD SHX TextSECTION

    AutoCAD SHX Text3/4" = 1'-0"

    AutoCAD SHX TextT.O. FOOTING

    AutoCAD SHX TextSEE PLAN

    AutoCAD SHX TextT.O. SLAB EL

    AutoCAD SHX TextSEE PLAN

    AutoCAD SHX TextSHOP OFF SET /BEND VERT

    AutoCAD SHX TextBARS, TYP.

    AutoCAD SHX TextSEE PLAN, TYP

    AutoCAD SHX TextT/FTG EL

    AutoCAD SHX Text#5 AT 8" OC -

    AutoCAD SHX TextHOOK TOP & BOT

    AutoCAD SHX Text#5 AT 12" OC HORIZ

    AutoCAD SHX TextCOMPACTED FILL

    AutoCAD SHX Text5" CONC SLAB AT RAMP

    AutoCAD SHX TextSEE PLAN NOTES

    AutoCAD SHX Text#4x2'-4" EMBEDDED

    AutoCAD SHX Text(EPOXY) 4" INTO WALL

    AutoCAD SHX TextAT 12" OC, TYP

    AutoCAD SHX TextSEE ARCHITECTURAL, TYP

    AutoCAD SHX TextT.O. WALL

    AutoCAD SHX TextSCALE:

    AutoCAD SHX Text9

    AutoCAD SHX TextS-3

    AutoCAD SHX TextTYP CONC RAMP/WALL

    AutoCAD SHX Text3/4" = 1'-0"

    AutoCAD SHX TextSEE ARCH'L FOR

    AutoCAD SHX TextRAILING OR EXTENDED

    AutoCAD SHX TextCONC WALL, TYP.

    AutoCAD SHX TextDOCK SLAB

    AutoCAD SHX TextSEE CIVIL, TYP.

    AutoCAD SHX Text18"

    AutoCAD SHX Text#5 DWLS @ 12"

    AutoCAD SHX Text#4 @ 12 EW

    AutoCAD SHX Text24"

    AutoCAD SHX Text(2)#5 CONT

    AutoCAD SHX TextPLUMB LINE

    AutoCAD SHX Text(REF ONLY)

    AutoCAD SHX TextMID-DEPTH

    AutoCAD SHX Text#[email protected]" OC, EW

    AutoCAD SHX Text2'-9"

    AutoCAD SHX Text1'-4"

    AutoCAD SHX TextSLOPE 1/2"

    AutoCAD SHX TextC

    AutoCAD SHX TextL

    AutoCAD SHX TextWALL & FTG.

    AutoCAD SHX TextTILT-UP WALL PANEL

    AutoCAD SHX TextSEE PLAN

    AutoCAD SHX TextMIN (2) PER PNL OPNG

    AutoCAD SHX Text#4 DWLS @ 2'-0" OC

    AutoCAD SHX Text(2)#5 CONT

    AutoCAD SHX TextSEE PLAN

    AutoCAD SHX TextSEE DOCK LEVELER MFR

    AutoCAD SHX TextMFR, TYP

    AutoCAD SHX TextEPOXY #4 DWLS AT 12"

    AutoCAD SHX TextOC - LAP W/HORIZ BAR

    AutoCAD SHX TextIN PIT WALLS, TYP

    AutoCAD SHX Text90

    AutoCAD SHX TextMFR

    AutoCAD SHX Text%%UNOTE:

    AutoCAD SHX TextG.C. SHALL COORDINATE EMBED PLATES

    AutoCAD SHX TextFOR BUMPERS AND DOCK LOCKS (IF REQ'D)

    AutoCAD SHX TextPRE-FAB STEEL PAN -

    AutoCAD SHX TextSEE ARCH'L

    AutoCAD SHX Text8

    AutoCAD SHX Text-

    AutoCAD SHX TextS-3

    AutoCAD SHX TextSECTION AT LOADING DOCK

    AutoCAD SHX TextSCALE: 3/4" = 1'-0"

    AutoCAD SHX Textx

    AutoCAD SHX Textx

    AutoCAD SHX Textx

    AutoCAD SHX TextSEE PLAN, TYP

    AutoCAD SHX TextT/FTG EL

    AutoCAD SHX TextTILT PANEL, SEE PLAN

    AutoCAD SHX TextT/SLAB EL

    AutoCAD SHX TextSEE PLAN, TYP

    AutoCAD SHX Textx

    AutoCAD SHX Textx

    AutoCAD SHX TextLEAVE-OUT SLAB REQUIRED

    AutoCAD SHX TextAT INTERIOR TILT PANEL;

    AutoCAD SHX TextREF: 1/S-3, TYP.

    AutoCAD SHX TextSCALE:

    AutoCAD SHX Text10

    AutoCAD SHX Text-

    AutoCAD SHX TextS-3

    AutoCAD SHX TextINTERIOR WALL SECTION

    AutoCAD SHX Text3/4" = 1'-0"

    AutoCAD SHX Text3700 34th St. Suite 300 Orlando, FL 32805 407.422.4272

    AutoCAD SHX Text012-17

    AutoCAD SHX Text09-05-17

    AutoCAD SHX TextSHEET TITLE

    AutoCAD SHX TextPROJECT NO.

    AutoCAD SHX TextSHEET NUMBER

    AutoCAD SHX TextDATE

    AutoCAD SHX TextREVISION DATES

    AutoCAD SHX TextPROJECT

    AutoCAD SHX Text 2017 PNM ARCHITECTURE. THIS DESIGN AND DRAWING IS THE EXCLUSIVE PROPERTY OF PNM ARCHITECTURE. ANY USE OR REPRODUCTION WITHOUT THE EXPRESSED WRITTEN CONSENT OF PNM ARCHITECTURE IS STRICTLY PROHIBITED.

    AutoCAD SHX TextSEAL

    AutoCAD SHX Textc

    AutoCAD SHX TextSTRUCTURAL SECTIONS

    AutoCAD SHX Textand DETAILS

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    Architect

    MEDLEY

    PE # 51299

    PHONE NUMBER 407-701-6440WWW.PNM-ARCHITECTURE.COM

    756 Cove Way Altamonte SpringsFlorida 32712-7273

    AIA NCARB

    L

    ARCHITECTURE

    AP U N

    structures, LLCBradford T. Bishop. PE FL0051299

    891 Royalwood Lane, Oviedo, Florida 32765

    Ph 407-622-2477

    E-mail: [email protected]

    Certificate of Authorization # 30894

    bec

    PERMIT DOCUMENTS

    S-4

    AutoCAD SHX Text1" RETURN T&B

    AutoCAD SHX TextL4X4X3/8X0'-6" LG W/

    AutoCAD SHX TextL

    AutoCAD SHX TextJST BRG EL

    AutoCAD SHX TextPLATE MK "B"

    AutoCAD SHX TextSEE ROOF

    AutoCAD SHX Text 1/4" STIFFENER @ C

    AutoCAD SHX Text1/4

    AutoCAD SHX Text4

    AutoCAD SHX Text3/16

    AutoCAD SHX Text1/8

    AutoCAD SHX TextFMG PLAN

    AutoCAD SHX TextWALL PNL

    AutoCAD SHX TextTILT-UP

    AutoCAD SHX Text2 1/2

    AutoCAD SHX TextTYP TO EMBED

    AutoCAD SHX TextANGLE, UNO

    AutoCAD SHX TextUPLIFT BRDG

    AutoCAD SHX TextT.O. PANEL

    AutoCAD SHX TextSEE PLAN

    AutoCAD SHX TextCONT L4x4x3/8, TYP.

    AutoCAD SHX TextSCALE:

    AutoCAD SHX Text1

    AutoCAD SHX Text-

    AutoCAD SHX TextS-4

    AutoCAD SHX TextSECTION

    AutoCAD SHX Text3/4" = 1'-0"

    AutoCAD SHX TextSEE S-5

    AutoCAD SHX TextMTL DECK SEE

    AutoCAD SHX TextROOF FMG, TYP

    AutoCAD SHX TextWELDED X-BRDG

    AutoCAD SHX TextBAYS ONLY

    AutoCAD SHX TextFOR 2nd & 3rd

    AutoCAD SHX TextBRIDGING SCHEMATIC

    AutoCAD SHX TextDTL.)

    AutoCAD SHX TextCONTACT

    AutoCAD SHX Text1/8

    AutoCAD SHX Text3/4" DIA EXP BOLTS.

    AutoCAD SHX TextWELD TOP TL L4x4, TYP.

    AutoCAD SHX TextL3x3x1/4x1'-4" W/(1)

    AutoCAD SHX TextJOINTED SEE CHORD SPLICE

    AutoCAD SHX Text(SPLICE TOGETHER WHERE

    AutoCAD SHX Text3/4" DIA EXP BOLTS @ 40" OC

    AutoCAD SHX TextCONT L3 1/2x3 1/2x5/16 CHORD W/

    AutoCAD SHX TextHORIZ T&B BRDG

    AutoCAD SHX TextSHALL BE CONT

    AutoCAD SHX TextALL PTS OF

    AutoCAD SHX TextSEE PLAN, TYP

    AutoCAD SHX TextT/ PARAPET EL

    AutoCAD SHX TextSCALE:

    AutoCAD SHX Text2

    AutoCAD SHX Text-

    AutoCAD SHX TextS-4

    AutoCAD SHX TextSECTION

    AutoCAD SHX Text3/4" = 1'-0"

    AutoCAD SHX TextSCALE:

    AutoCAD SHX Text3

    AutoCAD SHX Text-

    AutoCAD SHX TextS-4

    AutoCAD SHX TextSECTION

    AutoCAD SHX Text3/4" = 1'-0"

    AutoCAD SHX TextSTRUT @ 1'-0" EA SIDE OF

    AutoCAD SHX TextSEE 2/S302

    AutoCAD SHX TextROOF FMG PLAN

    AutoCAD SHX TextSTL JST SEE

    AutoCAD SHX TextALL PNL JTS. WELD DECK TO L.

    AutoCAD SHX TextL2 1/2X2 1/2X1/4 WIND

    AutoCAD SHX TextOF L

    AutoCAD SHX TextTYP EE

    AutoCAD SHX Text3/16

    AutoCAD SHX TextSEE PLAN, TYP

    AutoCAD SHX TextT/ PARAPET EL

    AutoCAD SHX TextPLATE 3/4x6x0'-6"

    AutoCAD SHX Text6" DEEP SHOE

    AutoCAD SHX TextBASED ON

    AutoCAD SHX TextDIMENSIONS

    AutoCAD SHX TextJST BRG EL

    AutoCAD SHX TextSEE ROOF FMG

    AutoCAD SHX TextPLAN

    AutoCAD SHX TextC PLATE MK "A"

    AutoCAD SHX TextL

    AutoCAD SHX TextSEE S-5

    AutoCAD SHX TextC PLATE MK "B"

    AutoCAD SHX TextL

    AutoCAD SHX TextSEE S-5

    AutoCAD SHX TextGIRDER

    AutoCAD SHX TextDEPTH - 12"

    AutoCAD SHX Text11"

    AutoCAD SHX TextSEE PLAN, TYP

    AutoCAD SHX TextT/ PARAPET EL

    AutoCAD SHX TextSEE ROOF

    AutoCAD SHX TextFMG PLAN

    AutoCAD SHX TextROOF FMG, TYP

    AutoCAD SHX TextMTL DECK SEE

    AutoCAD SHX TextJST GIRDER

    AutoCAD SHX Text1/4

    AutoCAD SHX Text3

    AutoCAD SHX TextNO WELD

    AutoCAD SHX Text1/4

    AutoCAD SHX TextFINGERTIGHTEN & PEEN THREADS.

    AutoCAD SHX TextADD'L BARS REQ'D AT ALL GIRDERS

    AutoCAD SHX TextSEE PANEL REINF ELEVATIONS FOR

    AutoCAD SHX Text(2) 3/4" DIA A325 BOLTS IN LSL HOLES

    AutoCAD SHX TextW10X39 X 0'-6" LG

    AutoCAD SHX TextSCALE:

    AutoCAD SHX Text4

    AutoCAD SHX Text-

    AutoCAD SHX TextS-4

    AutoCAD SHX TextSECTION

    AutoCAD SHX Text3/4" = 1'-0"

    AutoCAD SHX TextSEE 6/S-4 FOR BOLTS

    AutoCAD SHX TextJST GIRDER

    AutoCAD SHX Text1/4

    AutoCAD SHX TextSEE ROOF

    AutoCAD SHX TextFMG PLAN

    AutoCAD SHX TextSTABILIZING PLATE 3/4X6X0'-6"

    AutoCAD SHX TextTYP @ JST GIRDER, UNO

    AutoCAD SHX TextTYP @ COLUMN LINES

    AutoCAD SHX TextBOLTED TIE JOIST

    AutoCAD SHX Text(4) 3/4"%%d A325 BOLTS

    AutoCAD SHX TextCANNOT BE

    AutoCAD SHX TextINSTALLED

    AutoCAD SHX Text3

    AutoCAD SHX Text3/16

    AutoCAD SHX TextTYP

    AutoCAD SHX Text1/4

    AutoCAD SHX Text3

    AutoCAD SHX TextPLATES.

    AutoCAD SHX Text%%UNOTE:

    AutoCAD SHX TextDO NOT WELD BOTTOM

    AutoCAD SHX TextNO WELD, TYP

    AutoCAD SHX TextCHORDS TO STABILIZER

    AutoCAD SHX TextCAP PLATE3/4 X GIRDER SEAT

    AutoCAD SHX TextTYP WHEN BOTH

    AutoCAD SHX TextGIRDER BOLTS

    AutoCAD SHX TextWIDTH X (COL SIZE + 6")

    AutoCAD SHX TextSCALE:

    AutoCAD SHX Text5

    AutoCAD SHX Text-

    AutoCAD SHX TextS-4

    AutoCAD SHX TextSECTION

    AutoCAD SHX Text3/4" = 1'-0"

    AutoCAD SHX TextTYP

    AutoCAD SHX Text5/8" DIA A325 BOLTS,

    AutoCAD SHX TextBOLTED TIE JST W/(2)

    AutoCAD SHX TextSEE 5/S-4

    AutoCAD SHX TextCAP PLATE

    AutoCAD SHX TextGIRDER

    AutoCAD SHX TextSEE 5/S-4

    AutoCAD SHX TextSTABLIZER PLATE

    AutoCAD SHX TextFDN PLAN

    AutoCAD SHX TextSTL COL SEE

    AutoCAD SHX TextL2x2, SEE 7/S-4

    AutoCAD SHX TextSCALE:

    AutoCAD SHX Text6

    AutoCAD SHX Text-

    AutoCAD SHX TextS-4

    AutoCAD SHX TextSECTION

    AutoCAD SHX Text3/4" = 1'-0"

    AutoCAD SHX TextIN ACCORDANCE WITH SJI

    AutoCAD SHX TextREQUIREMENTS

    AutoCAD SHX TextL2x2x3/16" MIN BOTTOM

    AutoCAD SHX TextCHORD BRACING TO BE

    AutoCAD SHX TextSPECIFIED AND SUPPLIED

    AutoCAD SHX TextBY JOIST GIRDER MANUF

    AutoCAD SHX TextTYP

    AutoCAD SHX TextTYP ALL PTS

    AutoCAD SHX TextAFTER DL

    AutoCAD SHX TextIS APPLIED

    AutoCAD SHX TextOF CONTACT

    AutoCAD SHX Text3/16

    AutoCAD SHX TextROOF FMG, TYP

    AutoCAD SHX TextMTL DECK SEE

    AutoCAD SHX Text1/8

    AutoCAD SHX Text2 1/2

    AutoCAD SHX TextUPLIFT BRIDGING

    AutoCAD SHX TextSCALE:

    AutoCAD SHX Text7

    AutoCAD SHX Text-

    AutoCAD SHX TextS-4

    AutoCAD SHX TextSECTION

    AutoCAD SHX Text3/4" = 1'-0"

    AutoCAD SHX Text1/2X2-1/2X0'-9"

    AutoCAD SHX Text1/2X3-1/2X1'-0"

    AutoCAD SHX Text1/2X4-1/2X0'-10"

    AutoCAD SHX Text3/4X2-1/2X1'-2"

    AutoCAD SHX TextEDGE ANGLE/DIAPHRAGM CHORD SPLICES

    AutoCAD SHX Text%%UTYPE 2

    AutoCAD SHX Text7OXX

    AutoCAD SHX Text1/4

    AutoCAD SHX Text%%uTYPE 1

    AutoCAD SHX TextB

    AutoCAD SHX TextB

    AutoCAD SHX TextA

    AutoCAD SHX Text3/4"X11"

    AutoCAD SHX Text3/4"X11"

    AutoCAD SHX Text3/4"X11"

    AutoCAD SHX TextROD DIM.

    AutoCAD SHX Text3/4"X8"

    AutoCAD SHX TextTYPE 1

    AutoCAD SHX TextL5X3X1/4 LLH

    AutoCAD SHX Text7OXX

    AutoCAD SHX TextL5X3X1/4 LLV

    AutoCAD SHX TextL4X4X1/4

    AutoCAD SHX TextL3X3X1/4

    AutoCAD SHX TextANGLE

    AutoCAD SHX TextA

    AutoCAD SHX Text9.5

    AutoCAD SHX Text9.5

    AutoCAD SHX Text9.5

    AutoCAD SHX Text9.5

    AutoCAD SHX Text(KIPS)

    AutoCAD SHX TextCAP

    AutoCAD SHX TextPLATE DIM

    AutoCAD SHX TextTYPE 2

    AutoCAD SHX TextEDGE ANGLE/

    AutoCAD SHX TextCHORD

    AutoCAD SHX Text%%uB-B

    AutoCAD SHX TextDIAPHRAGM

    AutoCAD SHX TextSPLICE PLATE

    AutoCAD SHX TextEDGE ANGLE/

    AutoCAD SHX TextMTL DECK

    AutoCAD SHX TextCHORD

    AutoCAD SHX Text%%uA-A

    AutoCAD SHX TextDIAPHRAGM

    AutoCAD SHX TextSPLICE ROD

    AutoCAD SHX TextMTL DECK

    AutoCAD SHX Text31.0

    AutoCAD SHX Text31.0

    AutoCAD SHX Text31.0

    AutoCAD SHX Text22.0

    AutoCAD SHX Text(KIPS)

    AutoCAD SHX TextCAP

    AutoCAD SHX Text1"

    AutoCAD SHX Text1"

    AutoCAD SHX Text1"

    AutoCAD SHX Text1"

    AutoCAD SHX TextSCALE:

    AutoCAD SHX Text8

    AutoCAD SHX Text-

    AutoCAD SHX TextS-4

    AutoCAD SHX TextDIAPHRAGM CHORD SPLICE

    AutoCAD SHX Text3/4" = 1'-0"

    AutoCAD SHX TextC L4X4 & C P8x8

    AutoCAD SHX Text3/8" STIFFENER @ JST SEAT

    AutoCAD SHX TextL4x4x1/2x0'-8" LG W/

    AutoCAD SHX TextSEE PLAN

    AutoCAD SHX TextJST BRG EL

    AutoCAD SHX TextJOIST SEAT

    AutoCAD SHX Text1/4

    AutoCAD SHX TextP8X8

    AutoCAD SHX TextL

    AutoCAD SHX TextL

    AutoCAD SHX TextSCALE:

    AutoCAD SHX Text13

    AutoCAD SHX Text-

    AutoCAD SHX TextS-4

    AutoCAD SHX TextTYP DETAIL JOIST SEAT @ PANEL JOINT

    AutoCAD SHX Text3/4" = 1'-0"

    AutoCAD SHX TextOF CONTACT,

    AutoCAD SHX TextALL POINTS

    AutoCAD SHX TextSEE PLAN METAL

    AutoCAD SHX TextWHERE INDICATED ON THE PLAN,

    AutoCAD SHX TextADD L1.5x1.5x3/16 X-BRIDGING

    AutoCAD SHX TextTYP.

    AutoCAD SHX TextJOISTS SEE PLAN

    AutoCAD SHX TextSTEEL

    AutoCAD SHX TextDECK

    AutoCAD SHX Text3/16

    AutoCAD SHX TextTYP.

    AutoCAD SHX TextNEW ROOF TOP UNIT

    AutoCAD SHX TextLOADS PER 16/S-4, TYP.

    AutoCAD SHX TextADD L1.5x1.5x1/8 AT POINT

    AutoCAD SHX TextFRAME, TYP.

    AutoCAD SHX TextBASE OF UNIT - SUPPORT

    AutoCAD SHX TextADD L4x4x3/8 AROUND

    AutoCAD SHX Text14

    AutoCAD SHX TextS-4

    AutoCAD SHX TextNEW ROOF TOP UNIT FRAME

    AutoCAD SHX Text N.T.S.

    AutoCAD SHX TextAT DUCT PENETRATIONS

    AutoCAD SHX TextREF: 15/S-4

    AutoCAD SHX TextL "B"

    AutoCAD SHX TextL1 1/2x1 1/2 REINF

    AutoCAD SHX TextJOIST - SEE 16/S-4

    AutoCAD SHX TextANGLE

    AutoCAD SHX TextL4x4x3/8

    AutoCAD SHX TextUP TO 1400#

    AutoCAD SHX Text(POUNDS)

    AutoCAD SHX TextUNIT WEIGHT

    AutoCAD SHX TextL4x4x3/8

    AutoCAD SHX Text"A"

    AutoCAD SHX Text"B"

    AutoCAD SHX TextANGLE

    AutoCAD SHX TextAT DUCT PENETRATION ONLY

    AutoCAD SHX TextPROVIDE DECK OPENING

    AutoCAD SHX TextL4x4x1/4, TYP

    AutoCAD SHX TextAND MECH'L

    AutoCAD SHX TextL "B"

    AutoCAD SHX TextL "A"

    AutoCAD SHX TextROOF TOP UNIT, SEE PLAN

    AutoCAD SHX Text15

    AutoCAD SHX TextS-4

    AutoCAD SHX TextSECTION AT ROOF TOP UNIT

    AutoCAD SHX Text N.T.S.

    AutoCAD SHX TextCURB BY MECHANICAL

    AutoCAD SHX TextCONTRACTOR - ANCHOR

    AutoCAD SHX TextUNIT WITH A MINIMUM

    AutoCAD SHX TextOF (4) SIMPSON MTS12

    AutoCAD SHX TextSTRAPS WITH (8)#10

    AutoCAD SHX TextSCREWS (OR SIM)

    AutoCAD SHX TextC OF PANEL POINT

    AutoCAD SHX TextJOIST

    AutoCAD SHX TextL

    AutoCAD SHX TextL

    AutoCAD SHX TextC OF PANEL POINT

    AutoCAD SHX TextON ROOF (OVER 100# BUT

    AutoCAD SHX TextNOT TO EXCEED 300#) MAX

    AutoCAD SHX TextOF 2 LOADS PER JOIST

    AutoCAD SHX TextON ROOF (OVER 100# BUT

    AutoCAD SHX TextNOT TO EXCEED 300#) MAX

    AutoCAD SHX TextC OF CONCENTRATED LOAD

    AutoCAD SHX TextOF 2 LOADS PER JOIST

    AutoCAD SHX TextNOTE: ANGLE STIFFENER NOT REQUIRED IF

    AutoCAD SHX Text LOAD IS WITHIN 6" OF PANEL POINT.

    AutoCAD SHX TextL

    AutoCAD SHX TextL

    AutoCAD SHX Text3/16

    AutoCAD SHX TextREQ'D @ EACH LOAD

    AutoCAD SHX Text1-1/2x1-1/2x3/16

    AutoCAD SHX Text(2) LS

    AutoCAD SHX TextTYP

    AutoCAD SHX TextC OF CONCENTRATED LOAD

    AutoCAD SHX TextSCALE:

    AutoCAD SHX Text16

    AutoCAD SHX Text-

    AutoCAD SHX TextS-4

    AutoCAD SHX TextDETAIL AT JOIST REINFORCING

    AutoCAD SHX Text3/4" = 1'-0"

    AutoCAD SHX TextSEE PLAN

    AutoCAD SHX TextJST BEARING

    AutoCAD SHX TextSEE PLAN

    AutoCAD SHX TextJST BEARING

    AutoCAD SHX TextSEE PLAN

    AutoCAD SHX TextJST BEARING

    AutoCAD SHX TextSCALE:

    AutoCAD SHX Text9

    AutoCAD SHX Text-

    AutoCAD SHX TextS-4

    AutoCAD SHX TextSECTION

    AutoCAD SHX Text3/4" = 1'-0"

    AutoCAD SHX TextSCALE:

    AutoCAD SHX Text10

    AutoCAD SHX Text-

    AutoCAD SHX TextS-4

    AutoCAD SHX TextSECTION

    AutoCAD SHX Text3/4" = 1'-0"

    AutoCAD SHX TextSCALE:

    AutoCAD SHX Text12

    AutoCAD SHX Text-

    AutoCAD SHX TextS-4

    AutoCAD SHX TextSECTI

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