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HomeMy WebLinkAboutFRAMING PLAN PLAN REVIEW REVISIONS ZLPOWER BOX LINTEL REVISIONS 3-9-22 B-2 B-5 B-5 MASTER PLAN REVISION 8-20-20 POWERS STEED LINTEL SCHEDULE 8'-0" POWERS B—X LINTEL STEEL TYPE ALLOWABLE ALLOWABLE CLG. MEMBER LENGTH DESIGNATION LOAD UPLIFT (2) HETA20 I I 8'-0" (2) HETA20 B-1 18'-0" 8 PS BOX 588 PLF 456 PLF CLG. � B-2 13'-4" 8 16 PS B°B/1 T 929 PLF 657 PLF 74 CI' B-3 6'-2" PS BOX 3811 PLF 2378 PLF Q '� r�r,,-,� 0) FRAMING NOTES: - - 8-32 -16/1T v1 8'-0" I 10'-0" B-4 10'-0" PS BOX 2263 PLF 2019 PLF CLG. CLG. 8-32"-1 B/1 T ^� 1. DESIGN LOADS:160 M.P.H. AT 3 SECOND BURST I I B-5 4'-6" 8—P16"601 B/1 T 2980 PLF 3233 PLF ~ �' ROOF: 37 PSF (20 L.L./17 D.L.) B-4 ELLIPTICAL q Q \ � 2. #2 OR BETTER 2x4 BLOCKING AT 4'-0" O.C. B-6 10'-0" (ARCH LINTEL) 1277 PLF 1115 PLF WITH 2 EA. 16d TOE NAILED EACH SIDE 8'-0" 8-16"-1 B/1 T (DIAPHRAM AREA) CLG. O r� Q ^� N 3• AT BLOCK STRUCTURAL FRAME WALL 9'-4„ ^� / NOTE: BRACE r CONNECTION, PROVIDE 1/2" DIA. COUNTERSUNK WALL WITH 2X4 CLG. ANCHOR BOLTS W/ 2-1/4" MIN. EMBED. ® 24" BLKG. AT BOT. ^� Q O.C. VERT © (2)2x4 P.T. VERT. CHORD EACH 1 8'-0" Powers Steel Product Lintel (Gravity) SIDE — PROVIDE CLG. �I 4. SEE FRAMING PLAN FOR PRECAST LINTELS TAPCONS LIItiT�.L L7I;SC:R11'"I'1L?IV � �^ TYPICAL SPACED 12" O.C. 1 v STAGGERED ON lIVU11L`I'E5 Iilrltill'I'UI'CiK(lU"I' \ LANAI SIDE & r �l 5. PERMANENT OR TEMPORARY BRACING OF HETA20 ON TOP PoWerBO 8 - 16" ^q TRUSSES PER HIB91. ANY ADDITIONAL TRUSS OF WALL BRACING REQUIRED WILL BE DETERMINED BY TRUSS ENGINEER ON SIGNED AND SEALED TRUSS DIAGRAMS. 6. ALL HEIGHTS NOTED ON PLANS ARE g'—p MEASURED FROM TOP OF FINISH FLOOR I I CLG. iur (REF. ELEV. 0'-0") ursiunur�r 7. ALL TRUSS TO TRUSS CONNECTORS TO BE B-3 SUPPLIED BY TRUSS MANUFACTURER. NEIGH-OF COMPOSITE-INTEL VARIES-SLEP.AN AND I S 8. SEE STRUCTURAL NOTES FOR ADDITIONAL ss^sss�ssssssr St' FS, INFORMATION. rz} 9. OVERHANG IS V-4" UNLESS NOTED OTHERWISE I 1 L0 12'f�} I(}LLAT Ln [L4{aV I L n CFI L T (5) 0-s7 510"ACTUA_) O m T W N U 0 NOTE: TRUSS LAYOUT IS SCHEMATIC. REFER cal � t X TO TRUSS COMPANY LAYOUT FOR TRUSS " ;,;� HEIGHT4FSOLIO (n Q 10'-4 8 -0 EESC IEDLIL - LABELS AND LOCATIONS. CLG. I CLG. 00 (7; ;;Y` SEESCHEL3LJLE O - Q LL �, w W > � p r � O��,/� Cfl W J m Q I N J r (2) Lu 1 ~QUOCNU z0a ,� ANCHOR SCHEDULE I I � � Lu z (SIMPSON STRONG-TIE PRODUCTS MODEL NUMBER) N O DESIGNATION MODEL # ALLOWABLE LOADS NAIL PATTERN CY) IL W 9'-4„ SIMPSON HETA20 < 1810 > 10-10d x 1 1/2 CLG. J USE SIMPSON HETA20 FOR ALL TRUSS TO BLOCK CONNECTIONS (U.N.O.) _ _ _ _ _ W H 2X4 "X" BRACING, TYP. SIMPSON MTS12 < 1000 > 14-1Od x 1 1/2 USE SIMPSON MTS12 FOR ALL TRUSS TO FRAME CONNECTIONS (U.N.O.) r- — — — — — I228'-0 TIC " E CLG. ACC '_ 2X4 RAMING +11'-0" SIMPSON (2) HTS20 < 2900 > TO PLATES 1/2 I I I CLG. A.F.F. 2X4 "X" BRACING, TYP. PROJECT 24-1 Od X 1 1/2 10'-4" I 2X4 FRAMI +9'-4" TO STUDS I CLG. I A.F.F. NO. 17-015-031 DATE DRAWN 7-15-21 SIMPSON MGT (IN FRAME WALL) < 3965 > 22-10d / 5/8" DIA. A.T.R. I I (2 X10 DR. I I I I I I DRAWN BY MCA SIMPSON PHD5 (IN FRAME WALL) < 4685 > 14-1/4"X3" WD. SCREWS I I I I I I I I I I BERMUDA 1674 B / 5/8" DIA. THRU—BOLT I II I I I I II LIVING 1674 SQFT SIMPSON HTT16 (IN SLAB) < 4175 > 18-16d / 5/8" DIA. A.B. W/ 7" MIN. I I I I I I EMBEDMENT / "SIMPSON SET" EPDXY TIE ADHESIVE PROVIDE 2x4 BLKG. AT GARAGE 385 SQFT II II II II 48" O.C. BTWN. TRUSS PROVIDE 2x4 BLKG. AT I I I BOT. CHORDS 48" O.C. BTWN. TRUSS - _ LANAI 160 SQFT BOT. CHORDS 00 °° B-6 B-1 ENTRY 54 SQFT OTE: OVERFRAME WITH 2X6 RAFTERS TOTAL 2280 SQFT SPACED 12" O.C. CUBIC VOLUME OF FRAMING PLAN MICHAEL C. ANDERSON CONDITIONED SPACE _ 13,392 CUBIC FEET SCALE 1/4" = 1'-0" Michae I Digitally sign by Michael Anderson SHEET AnderS Date: MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 2022.03.09 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 n 07:56:48 -05' 4mO (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING CODE-RESIDENTIAL (7TH EDITION) FL. LIC. AR0017305