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CODES AND STANDARDS
1.WIND LOADS AS PER: iR
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A FLORIDA RESIDENTIAL BUILDING CODE 7TH EDITION QUO WITH AN ULTIMATE DE SIGN y.rw wwm. a r.y
WIND SPEED OF ISO MPH,EXPLOSURE B,NOMINAL DESIGN WIND SPEED ua
OF 117 MPH,BUILDING RISK CATEGORY I, amr '�^01w a G
2..ROOF LIVE LOAD DESIGN IS 20 PSF.
3.THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE
A FLORIDA BUILDING CODE 7TH EDITION(MO). wu ,♦.... nnmcw I �ww -g—°O� - `�'
B.BUILOING CODE REQUIREMENTS FOR REINFORCED CONCRETE a wq..r 1 M Lll
r (ACI 31N2014 EDITION). F-
HELICALANCHOR BOWISASE RAILSPUCE Q
C.MANUAL OF STANDARD PRACTICE FOR WELDING REINFORCING STEEL. CONCRETE SLAB CONNECTION CONNECTION CONNECTION
'INSERTS 6 CONNECTIONS IN REINFORCED CONCRETE CONSTRUCTION. '
AWS.DI.41 LATEST EDITION
D.SPECIFICATION FOR THE DESIGN.FABRICATION 6 ERECTION OF (V
CONSTRUCTION)NSC I3TH EDIION(STRUCTURAL STEEL FOR BUILDINGS.AS;RICH!INSTITUTE OF STEEL J 0) Q
4.MATERIALS AND ASSEMBLY TESTAS FOLLOWS: v M F
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A EXTERIOR WINDOWS,SUDING AND PATIO GLASS DOORS SHALL BE TESTED UU
BY AN APPROVED INDEPENDENT TESTING LABORATORY,AND SHALL BE J Q
LABELED WITH ANAPPROVEO LABEL IDENTIFYING THE MANUFACTURER, mw,wow®wn L Z Q V UV
PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT CERTIFICATION y �J N O UU (}
AGENCY,TESTING ABORATORY•EVALUATION ENTITY OR FL.ORIDA STATE WIDE �„ LL
PRODUCT APPROVAL NUMBERTO INDICATE CQMPLLA CE WITH THE REQUIREMENTS - o O
OF ONE OF THE FOLLOWING SPECIFICATIONS: T 0 F 1 F Jco
ANSIAAMAINWWDA 101AS.2-37 OR TAB 202 �I w mw,wnw�wo r•�• LL� C
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R EXTERIOR DOOR ASSEMBLIES SHALL BE TESTED FOR STRUCTURALINTEGRITY ����•
IN ACCORDANCE WITH ASTM E330 ATA LOAD OF 1.5 TIMES THE REQIREO 5I�$ o ^m ,vwmammq LU 0 DESIGN PRESSURE LOAD. I 4 m t o M C
C.SECTIONALSTRUCTURAL
PAAGE DOORS SHALL BE TESTEDUNIFORM
FORTICDETERMINATION OF JIII—IIIL METAL CONNECTOR v ��
BIFFERE CEIN A FORMANCE UNDERUNIFORM 115OR TAB 201SURE ode PLATE �-
OIFFERENCEINACCORDANCEVATHANSVOASMA1150RTA320/,202 AND203. Z I O 0)
5.STEEL FRAMES SHALL BE SPACED NO MORE THAN STO.C.U.N.O.ON PLAN,ALLTUBE' 'u .wcert. W Q v�
STEEL SHAPE STRENGTHS ARE 46 KSI STEEL ALL CUPS ARE 36 KSI STEEL
LLASSIC'G'FRAME BOW SECTION G
B.STEEL WELD STRENGTH SHALL BE SS N5I TYP.ALLWELDS SHALL BE IB'MINIMUM e27
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FILLET
WELDS. Q LL U
�..ANCHORING BUILDING:A BUILDING SHALL BE ATTACHED WITH HELICAL ANCHORS PER THE HELICAL ANCHOR DETAIL ® r'4�A LPGB.WHENEMSEDOED INTO ASPHALT HEUCALANCHORS OR 30"LONGOS REBAR WITHA NUi O W O I-
WELDEDTOTHETOP,SHALL BE INSTALLEDAT ITN CENTER FROM EACH SIDE AND J rGo
THE BALANCE a W ON CENTER �' a N oLLr
C.WHEN PLACED ON A 4"CONCRETE SLAB,A 1YP E ANSION ANCHOR WITH 2-In'OF EMBEDMENT 'r'°OeOp` (V
SHALL BE INSTALLED 1T FROM EACH SIDE AND THE BN.ANCE o SW ON CENTER.CONCRETE SHALL A-I I METAL CUP AND
BE MINIMUM COMPRESSIVE STRENGTH OF2500 PSI AT 2B DAYS.
S.ALL STEELTO STEEL FASTENERS ARE TO BE U-14 X 114 HWU ULTRA-2 TCP3 CS. J� awm ,Q
9.EACH LOCATION WHERE THE FRAME IS JOINED TOGETHER HALL RAVE 2 SCREWS ON EACH SIDE OF THE JOINT. Z
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1P0'WID
E END WALL FRAMING _ W
Ir 41FTMAI( o O
ROOF BEAM SCHEDULE RE(,VLILEWEDDDD F a
ANCESTRUCTURE 7YSPACINO' � I ®®E c®�I��.I
P.
ST. LUCIE COP MTY
V-2VWIDE 2.2S%2.25%18 GAUGE I I d,." ®e B®C } U_
20'-2PWIDE 225X2.25X14GAUGE IILIL ¢ (13
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'30'WIDE 2.25X2.25X 12 GAUGE 'emu w•w '. OL
IV47'WLOE ENOWALFRAMING 2 V
'C'FRAME SIDE ELEVATION
4LT FT MA%- W
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CONNECTOR SCHEDULE '- a K LL i2 R
LL i2 a
`I 3 yy4 2SA2Y M64 U O
CONNECTION 0 LENGTHLSE�
MATERIAL SFA CORNER TYP.SPACING �I f� y�mm �/��p® W Z Q FO.. =W
METAL SIDING ROOF U4" 3/4' PING GALV.MTLSCREW 1-1Q' .1B'O.C. FIL�a �Ty,JpFQ N O
METALSIDINGWALL 1N- 314" PING GALV.MRSCREW i-1Q' o10'a � O1DL
TUBE TO TUBE 1N' 7/4' PING OAW.MR SCREW (2)SCREWS 24'-0'WIDE ENO WALL FRAMING 0-
EA TUBE 'C'FRAME LEFT SIDE FRAMING DETAIL
DESIGN DATE: 10120/2021
REVISION 1: DATE PAGE:
REVISION 2: DATE'
SCALE: NTS