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5987 SW 66 ST EB-93-137-001 4 NOTE A: ` METAL STRAP IS FIRST THREADED THRU 174E SLIT IN BOLT&AS THE NUT IS TIGHTENED THE STRAP WINDS AROUND THE BOLT SHANK. METAL STRAP: CERTIFIED GALVANIZED' DBL 2 X 4 STUDS TYP.) 24° O.C. MAX (TIP.) . +/- 46' STEEL STRAP, MIN. TENSILE STRENGTH- 4750 LBS, CONFORMING TO ANSI 119.1. 2-2 X EN EACH SIDE �- ( 2x'.4 TOP PLATE � TIE-DOWN ANCHORS: 36'TWIN 4°HELIX ANCHOR, MODEL A 22, AS MANUFACTURED ENTRANCE PIG-TAIL OF OPENING (TYP.) BY'TIE DOWN ENGINEERING', .MIAMI, _FA.. NOTE 8: w OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN UM17S AS SHOWN, o — BUT MENBER SPACING MUST NOT EXCEED AS INDICATED. TYP. DOOR El 'Z!�_ ° OPENING M1 NOTE C: 45° MAX. + 2'BARBED NAIL I 1 M NAILS'JUN THATSH007S INTO TOP OF TONGUE(TYP)AT" O INTER- SECTION OF 11008&2 X 4 SUPPORT. NOTE. FIRST&LAST T&G BOARD ARE STAPLED WITH 1 112 X 18 GAGE I I GALVANIZED STAPLES(RESIN COATED)MIN; 3 PER FLOOR BOARD (SEE SEC A). - 1 x 4 eTM. PLATE TYP. DOOR DETAILS = I� VARIES 6' TO 40' N D: 12'-0° MAX. (TYP.) C�TRUSS ( ) NOTE: 2 X 4 STUDS 24" O.C. MAX (HINGES HASP NOT SHOWN) 6AB4,,ORIENT477ON ONLY SYMBOLIC SINCE GABLE CAN BE IN el AS AN ALTERNATE DOOR USE SIDE VIEW S-0' X 6'-8' DOOR EITHER DIRECTION NOTES ON DOORS & WINDOWS: TOP VIEW (ROOF FRAMING) NOTE: DOOR CAN BE DOOR: .018° THICK 2667 x 916'CORRUGATED, PAINTED (FRONT) a IN END VIEW PANEL, INSTALLED IN 2 1 4 X 11 16 DEEP EXTRUDED FRAME. 2 1/2" X.1/2" X .019 ALUMINUM OR �° � ° USE 1-2 X 4 FOR 6' & 8" SPANS 5/8" CDX PLYWOOD W/30 #FELT ALL TRIM, HASP&HINGES FASTENED WITH POP RIVETS � - 1'-3" SPAN FOR 2-2 X 4 ® 12'—OH SPAN DOOR ATTACHED TO VERTICAL 2 X 4. AND FIBERGLASS SOINGLES GALVANIZED 26 GAGE GALV. LATE TRUSS PLATE WINDOWS• WINDOWS TO BE AWNING TYPE AS MANUFACTURED BY KELLER INDUSTRIES INC., MIAMI, FL OR APPROVED EQUAL &MUST HAVE . 12 .,•. PRODUCT APPROVAL NO. OF METRO DADE COUNTY. PRE-ENGINEERED TRUSSES TRUSS (KELLER INDUSTRIES INC., PRODUCT APPROVAL NOAR 8778) FLOORING - 1 X 4 T&G SYP KD OR 2 1/2 1 3 EQUAL SPANS ALUMINUM FASCIA- 3/4' STURDI-FLOOR PLYWOOD 1 2 X 4 PLATES F - GALVANIZED ANGLE PLATE (>0� GENERAL NOTES: 2 X 4'5 12 SYP All SIDING11ROOFING TO BE OF ALUMINUM AS MANUFACTURED BY OR SPF STUD GRADE FABRAL CORP. (SUBSIDIARY OF ALCAN ALUMINUM CORP.). 24° D.C. MAX SPACING LANCASTER, PA. OR APPROVED EQUAL NOTE: FOR BARN, OMIT THE $ ALCLAD 3004 ALLOY CONFORMING TO ASTM B - 209, 32,000 PSI nob, Now NA m FOR All MODELS EXCEPT U OED \---ALUMINUM `oo 1X4PRUNDAD FFlT INTO.STUDS BARN, THIS NON STRUCTURAL SO EAVE FRAMING AS � ,.., .MINIMUM YIELD STRENGTH. — SHOWN &ADD, TYP. i ALL MATERIAL &LABOR PER ALL APPLICABLE CODES FRAMING DETAIL MAY VARY BOTH SIDES. + ALL WIRE TO BE 12 TW COPPER WITH GROUND IN 112'EMT. -- FROM MODEL TO MODEL USING -STUD THESE SHED ARE NOT TO BE USED FOR HABITATION OUT PINE FASCIA ETC., MAX. PROVIDE A 3RD SKID OVERHANG = 9. 'FLORIDIAN° FOR STORAGE ONLY. WT OF SHED - 15 PSF FOR 14' WIDE UNITS ' HAS NO OVERHANG. 2 X 6 N USE 18 X 1'SHEET METAL SCREWS FOR ALL CONNECTIONS BETWEEN d SIDING/ROOFING& THE SHED FRAMING. SPACING AS FOLLOWS. o ROOF- PERIPHERAL MEMBERS 2 112"O.C. VARIES 4' TO 14' ROOF- INTERIOR MEMBERS 5'O.C. W SIDING - ALL AROUND 6°O.C. EXCEPT AT BOTTOM, 2'O.C. C END VIEW OPT. MANSARD 16 PENNY NAIL ®6'O.C. TO of SIDEWALL &ENDWALL (TYP .019 ALUMINUM SIDING-� OVERHANG ALL CORNERS). OR 5/8', 8- T-111 OR 5/8' COX UNDER 'PIFKO' 1 X 4 PURLIN THE BUILDING MLL WITHSTAND THE LOADS OF 110 MPH WITH PROPER STUCCO(DEPENDING ON DADOED INTO ANCHORING. AS AN ALfiERNA1E TO DETAIL A'ON ANCHORING THE MODEL). STUD 2'X 2'X3'DEEP, 3000 PSI CONCRETE FOOTER: (NO. OF FOOTERS SAME AS NO. OF ANCHORS) CAN BE USED. USE CERTIFIED, GALY--- m ANIZED STEEL. STRAP(MIN. TENSILE STRENGTH= 4.75 K, MINIMUM EMBEDMENT. 2'.7 6'IN CONCRETE). FLOOR FRAMING SCHEDULE ALSO, SPECIFICALLY, MEETS CH. 2301.3(K) REQUIREMENTS A (SYP #2 P.T. FLOOR JOISTS) ALL LUMBER TO BE#2, KD SYP#2, N SPF 12. VARIES 6' TO 40' UNIT WIDTH 4' 6' 8' 10' 12' 14' FLOOR JOIST 2 X 4 2 X 4 2 X 4 2 X 6 2 X 6 2 X 6 NOTE F. _ O.C. SPACING 24° 24" 24' 24" 24" 16" FLOOR MEMBER MUST OCCUR® TRUSS SUPPORT STUD, FOR ALL FLOOR PLAN & FRAMING LAYOUT CONNECTIONS. A' 24" 42" 60' 84" 84" 84' ALL STAPLES TO BE MIN. 1"CROWN X 1 114'DEEP, 18 GAGE, MIN 'B' 12" 15° 18 18' 30' 42" 26 GAGE METAL PLATES, METAL PLATES ON BOTH SIDES OF EA. TRUSS, USE MIN OF TOTAL 30 STAPLES FOR CNN. BETWEEN TRUSS MEMBERS ®SUPPORT, FOR CONN. BETWEEN TRUSS& TRUSS SUPPORT STUDS USE 1 X 4 FLOOR BOARDS I MIN. OF TOTAL 10 STAPLES ALL CONN. AS SHOWN. CONN.BETWEEN "- 2 X 4 OR 2 X 6 JgSTS OR 3/4' STURDI-FLOOR FIR.JOIST& VERT. STUDS TO CONSIST OF MIN. 4 TOE NAILS& 3-16 PENNY NAILS PLYWOOD HURRICANE ANCHOR WAIN 5 STAPLES CONN BETWEEN FIR. JOIST& 16 PENNY NAILS SHOW IN FLR. PLAN ABOVE AND SEC. 'A'ONNLITT..)SEE DET. ZAS STAPLES : (TOE-NAILED) NS&FS a DBL 2 X 1 X 4 BOTTOM PLATE 1 X 4 FLOOR BOARDS — — HEADER (PT) ., 2 X 4 OR 2 X s Jas1s NOTES ON BUILDINGS _W 'GARAGE DOORS.. SYP #2 PT OR 3/4"STURDI-FLOOR FLOOR JOISTS DADOED INTO DBL 2 X 6 PT SKID PLYWOOD DBL 2 X 6 SIDS 1 1/2' SYP #2 PT 2 X 4 PT HEADER ;'t .. 26 GAGE GALV. PLATE 1 X 4 T&G i MAX. OPENING IN 10', 12; &14'WiDES ONLY, FLOOR JOISTS DADOED INTO 26 GA. GALV• ANGLE PLATE SYP PT '" i -�—� FRAME OPENING W/2-2 X 4S �I �' SOUTR MIAMI INVIRNMENTAll RE -- R BOARD DBL 2 X 6 SKIDS 4 1/2' #2 �..; - � :.4 SECTION C SECTION A TYPICAL CROSS—SECTION DATE � AIIt�AN. t., , OPT. DBL HEADED ANCHORS o FLOOR JOIST 16"OR 24"O.C.WILL SUPPORT UP TO AND INCLUDING 50 psf LIVE LOAD`PLUS DEAD LOAD. ;] METAL STRAP TO ANCHOR ST I BG APPROVAL UNIT .DESIGNATION RC-6-16-40 Rc-s-1640 RC-10-16.40 Rc-12-1640 RC-la-16110 1 ON FAR SIDE OF BUILDING. LI AGENCY APP , . vmrr wInTII 6•-0'•' s-o lo'-o'• 12.-©" 13'-9" (SEE NOTE A) X 4 BOARDS FLOOR JOIST 2 X 4 2 X 4 2 X4 2 X 6' 2 X 6 URED O.C.SPACING I6«. 16., 16" 16" 16" 4X8X16 THESE PLANS COMPLY WITH THE FLORIDA 1�ANUFACT _ �: �;r _, ... .._....' "A.. 16" 18" 18" 30" 40S" , o " / ,„ AND ADHERE GRADE CONC. BLK. BUILDING ACT OF 1979...CONSTRUCTION CODES _ "B.. 4a' W. 94., sa„ �.. FOLLOWING CRITERIA. (' ' T ..'THE ty' _ FOR 125 psf LIVE.LOAD ® EITHER I6 OR 24 O.C.JOIST MAY BE USED SO LONG AS THE A5, !' ALTERNATE OPTIONS. 1 2 CROWN STAPLES 2 PER : •• " P D UNDER f / DIEMENSION 8 IS DIVIDED EQUALLY'Q 42 INCITES AND A EXTRA SKID IS LACE, BOARD AND FLOOR JOIST ' t TR $ THE OUTSIDE WALLS FORSUpPORT. �.®bTST.," TYPE � BIND VEX,®Ci}rTY, 1 R - ANCHORS TIE DOWN ENGG.ANCHOR MIR 2M;CROSS TYP. CONN. DETAIL # OCCUUPANCY .®t.�..�. FIRE RATING DRIVE'ROCK ANCHOR(MODIFIED) &PATIO BETWEEN FLOOR&2 X 4 LLOGTA$LE No. OF WALLS A ANCHOR, ICS2 OR 2 X 6 FLOOR JOISTS ,• sf ' OF FLOORS '1 ALLOT!. FL. LOAD n ROBIN BUILDERS TIE DOWN ANCHOR FLORIDA e �' Z.4p .A5 LAKE WALES, F NANUFAGTURER. �/ C�'1 . . - DRAWN B u r ®®' R CES 0-29-7110 CONSOLIDATED 'DRAFTING. SE VI �. _, .., PRO AL d E. _ AN" No. l�Q DETAIL TYPICAL REVISED. SCALE: N. A. A ...... -�. ,,.. x. :._ DATE.. ,2 24 9C1 A f _ - - _ PP ED BY, _L C.B T: 1`d0 GROUND OU N D A N:C H OR A Rov E NO'n- . TITLE: • UR - 'O O D .F'.RA1Vl —oa4 .. JOB No. 149 3 GS UTILITY Y MB BUILDINGS L1 IN2 X ROB . .:, DRwG. NAME :;. �. 4 tt , r Lb" Ll v trERRE -Jrl I ' "w 8