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WIND DESIGN PRESSURES IN PSF PER ASCE 7 -10 <br />Wind Speeds of 139 MPH, RISK CATEGORY = II <br />Wind Exposure Category C, Mean Roof Height Max. 30' <br />Internal Pressure COMPONENT AND CLADDING <br />Coefficient ROOF WALL ROOF OVERHANG <br />Enclosed f.18 <br />Partial Enc.f.55 31.4/ -39.4 33.7/ -44.0 —59.8 <br />Open f.0 <br />APPROVED PRODCUT LIST <br />PRODUCT CATEGORY SUB CATEGORY MANUFACTURER STATE OF FL. <br />APPROVAL # <br />STRUCTURAL COMPONET H10, H2.5 SIMPSON FL 10456 <br />STRUCTURAL COMPONET TP -15 SIMPSON FL 10852 <br />STRUCTURAL COMPONET CS STRAP SIMPSON FL 10352 <br />ROOFING <br />ROOFING <br />SOFFIT & FASCIA TRIM <br />ASPHALT GAF SINGLES ALL <br />#30 FELT ATLAS ROOFING <br />SOFFIT AMERICAN CONSTRUCTION METALS <br />5" <br />FASTENER <br />START HERE <br />1" <br />5-5/e 5" EXPOSURE <br />START HERE OF pR�vN�UN <br />G w1N� <br />D1R�C�10N <br />HIP AND RIDGE SHINGLES — FIELD FABRICATED <br />GAF FIBERGLASS - ASPHALT COMPOSITE SHINGLES <br />19/32 T -111 Siding <br />4' -0" <br />2' -0" —��— 2' -0" — <br />T -111 fastened to trim <br />w / #8X 1 " Screws <br />6 o.c. from back side 00 <br />BACK SIDE <br />FL 10124.1 <br />FL 11915.1 <br />FL 12019.1 <br />UNDERLAYMENT SHOULD BE <br />INSTALLED TO A POINT AT LEAST <br />24" BEYOND INTERIOR WALL LINE <br />UNDERLAYMENT LAYCUT 2 ":12" AND ABOVE <br />J GAF FIBERGLASS - ASPHALT COMPOSITE SHINGLES <br />(3) Gate "T" Hinges 4 -1/4" <br />X6" fastened w /(8) #10 Wood Screws <br />in each hinge. (Typical each door) <br />1"X4" P.T, Trim <br />and Diagonal <br />Bracing. (T pica) <br />both doors <br />C <br />Metal Hasp - <br />w /Lock for <br />security <br />4' -0" <br />2' -0" — ��-� -- 2t -0" <br />8' <br />2 P.T. SYP <br />I <br />f <br />I <br />j <br />See "Roof Framing Plan" <br />00 <br />it <br />I <br />{ <br />i <br />3/4" 4 Ply <br />O <br />I <br />— <br />P.T. Plywood <br />DOOR DETAIL <br />SCALE: 1/2 - 1'--0 <br />Offset Trim boards <br />75" to form a self <br />locking closesure. <br />Grade <br />From top <br />19/32 T -111 Siding <br />FRONT SIDE <br />Double 2 "X4" SYf <br />Top Plate <br />WOOD DECK <br />ATE® OR LEATHERBACK® <br />TECTION OVERLAPPED 2" <br />DRIP EDGE <br />WEATHER WATCH" <br />or STORMGARD® <br />Shown W /Option 1 Floor Framing <br />QsT1 -1RU SECTICJN <br />SCALE: 1/2" V-0 <br />1/2" Anchor bolt <br />© all 4 corners of shed <br />on Plan w /2" <br />Dia. Washer starting <br />6" from corner <br />w /6" min. embedment. <br />(1) #5 Rebar 00 <br />Continuous <br />3000 PSI Fibermesh <br />8„ <br />Concrete over clean, <br />compacted fill. <br />B1SECr10N_� <br />SCALE: 1/2" <br />�H � <br />chor Location <br />3000 PSI <br />Fibermesh <br />Concrete <br />Broom finish <br />� e <br />4/0X6/8 <br />Double Door <br />(See Door Detail) <br />B1 <br />,Roof Rafter <br />mpson TP -15 (Or E ual) <br />stapled w/5 #8X1-1/2 " <br />ails in Rafter and 5 #8X1 -1/2" <br />ails in Top Plate. <br />-ypical of 6 along sidewalls) <br />impson H2.5A (Or Equal) <br />stalled at top and <br />ottiom of wall Studs. <br />Typical) <br />2" X 4" P.T. Floor Plate <br />1/2"0 X 3 <br />Anchor CD <br />shed as in <br />Simpson H10 installed <br />(or equal) <br />per manuf. specs. <br />Shown W /Option 1 Floor Framing <br />QTHRU SECTION <br />SCALE: 1/2" = 1' -0 <br />Bolt to go thru <br />r Plate. <br />Anchor within <br />)m cornors <br />3/8"0 X 6" Threaded <br />Eye Bolt, Open eye to <br />allow anchor, tighten eye <br />bolt to put tension on <br />anchor. <br />S Id E D TI E DOWN U_E_ TAI L <br />OPTION 1 e SCALE: 1/2" 1--0 <br />!uminum Drip <br />um Wrap <br />Ai/aluminum <br />soffit <br />32" GAF <br />11 Siding <br />20 S / <br />12 <br />6� <br />RAf�T_ER�SPAC,IN� l�F�AI_ <br />SCALE: 1/2" �w 1' -0 <br />Shed tie down locations <br />when using option 1 <br />"X4" <br />8' <br />2 P.T. SYP <br />Ij <br />Floor Joist (9 <br />See "Roof Framing Plan" <br />1 <br />it <br />ii <br />3/4" 4 Ply <br />O <br />I <br />P.T. Plywood <br />v <br />V) <br />C v <br />fastened to <br />r <br />Joist w / #8 X <br />S <br />ir <br />N <br />N <br />(- <br />i <br />t <br />( <br />Skids <br />a. O <br />x <br />N © <br />cc <br />® 8" a. c. <br />all edges. <br />Q <br />Floor Joist fastened to Skids <br />z <br />U <br />w /Simpson H -10 (or Equal) <br />J <br />0 <br />p� <br />Ln <br />installed per Manuf. specs. <br />LrJ <br />0 <br />� <br />At the end joist use Simpson <br />O <br />Shown W /Option 1 Floor Framing <br />QsT1 -1RU SECTICJN <br />SCALE: 1/2" V-0 <br />1/2" Anchor bolt <br />© all 4 corners of shed <br />on Plan w /2" <br />Dia. Washer starting <br />6" from corner <br />w /6" min. embedment. <br />(1) #5 Rebar 00 <br />Continuous <br />3000 PSI Fibermesh <br />8„ <br />Concrete over clean, <br />compacted fill. <br />B1SECr10N_� <br />SCALE: 1/2" <br />�H � <br />chor Location <br />3000 PSI <br />Fibermesh <br />Concrete <br />Broom finish <br />� e <br />4/0X6/8 <br />Double Door <br />(See Door Detail) <br />B1 <br />,Roof Rafter <br />mpson TP -15 (Or E ual) <br />stapled w/5 #8X1-1/2 " <br />ails in Rafter and 5 #8X1 -1/2" <br />ails in Top Plate. <br />-ypical of 6 along sidewalls) <br />impson H2.5A (Or Equal) <br />stalled at top and <br />ottiom of wall Studs. <br />Typical) <br />2" X 4" P.T. Floor Plate <br />1/2"0 X 3 <br />Anchor CD <br />shed as in <br />Simpson H10 installed <br />(or equal) <br />per manuf. specs. <br />Shown W /Option 1 Floor Framing <br />QTHRU SECTION <br />SCALE: 1/2" = 1' -0 <br />Bolt to go thru <br />r Plate. <br />Anchor within <br />)m cornors <br />3/8"0 X 6" Threaded <br />Eye Bolt, Open eye to <br />allow anchor, tighten eye <br />bolt to put tension on <br />anchor. <br />S Id E D TI E DOWN U_E_ TAI L <br />OPTION 1 e SCALE: 1/2" 1--0 <br />!uminum Drip <br />um Wrap <br />Ai/aluminum <br />soffit <br />32" GAF <br />11 Siding <br />20 S / <br />12 <br />6� <br />RAf�T_ER�SPAC,IN� l�F�AI_ <br />SCALE: 1/2" �w 1' -0 <br />Shed tie down locations <br />when using option 1 <br />"X4" <br />8' <br />2 P.T. SYP <br />Ij <br />Floor Joist (9 <br />16" a. c. <br />it <br />ii <br />3/4" 4 Ply <br />i <br />2 "X4 "Rafters �.� <br />spaced not <br />more than <br />P.T. Plywood <br />fastened to <br />4 "K4" P.T. SYP <br />Joist w / #8 X <br />3" <br />Skids <br />0 Deck Screws <br />cc <br />® 8" a. c. <br />all edges. <br />Q <br />Floor Joist fastened to Skids <br />z <br />U <br />w /Simpson H -10 (or Equal) <br />J <br />0 <br />p� <br />Ln <br />installed per Manuf. specs. <br />LrJ <br />0 <br />� <br />At the end joist use Simpson <br />O <br />M <br />H2 -5A (or Equal) installed per <br />LLJ <br />Manuf. specs. <br />U <br />z0 <br />MONOLITHIC CONCRETE SLABS <br />OPTION 2 -- z.z SCALE: 1/4" 1' -0 <br />-[1OOR FRAMING PLAN <br />OPTION 1 SCALE: 1/4" = 1' - -0 <br />25 year GAF 3 Tab Shingles <br />over 30# Felt Underlayment. <br />1 /2" OSB board fastened <br />�w /8d common nails 6" <br />0. C. <br />Double 2 "X6" SYP <br />w /1/2" plywood <br />\ Filler Header. / <br />Simpson CS Strapping <br />w /(6) #8X1 -1/2" Nails <br />2 "X4" jack studs <br />Shown W /Option 1 Floor Framing <br />QTI-IRU _SECTION <br />SCALE:e 1/2" 1 ' • -0 <br />r 6" overhang <br />0 <br />U) <br />ROOF _PLAN_ <br />SCALE, 1/4 " V-0 <br />See "Rafter <br />Spacing <br />/Detail" <br />LEFT SIDE <br />1 J ley <br />�; I� ]1 IT <br />� y �I <br />lire )I11 II t�T�T <br />Ili II f <br />4/0X6/8 i <br />Double Door I <br />I <br />(See Door Detail) { I <br />Shed tie down locations <br />I <br />when using option 1 { { <br />I I -Iil I t i –i 17,7-----_7 - Shea rwalIs <br />RIGHT SIDE <br />FLOOR _P_LAN <br />SCALE: 1/4" =� 1'®-0 SHED AREA — 54 SQ. FT. Lv V T I O N S <br />FRONT <br />c <br />D w <br />v�0 <br />U_J Un <br />cc <br />yaMs <br />` Q 0 L� <br />v v n <br />i� <br />0 J <br />�0 z <br />0 <br />NII I \I <br />w o <br />�v <br />o w <br />L <br />0 <br />0 <br />N <br />[ Lo <br />UJ 0011,.- <br />JLL UJ' <br />LL <br />cc <br />z �. 0 <br />LL CC U �1 <br />�0 (/)®U. <br />� () J <br />IM a. 0 c CC <br />UJ <br />N <br />LL WORK SHALL COMPLY Wrrfl ALI <br />REVA]UNG CODES, FLORIDA BUIM '0 <br />ODE, NATIONAL ELECTRIC CODE AN <br />ITY OF ZEPHYMILLS ORDINANCES <br />•�- V I t-' VV uATF <br />li <br />Ij <br />it <br />ii <br />i <br />2 "X4 "Rafters �.� <br />spaced not <br />more than <br />ROOF _PLAN_ <br />SCALE, 1/4 " V-0 <br />See "Rafter <br />Spacing <br />/Detail" <br />LEFT SIDE <br />1 J ley <br />�; I� ]1 IT <br />� y �I <br />lire )I11 II t�T�T <br />Ili II f <br />4/0X6/8 i <br />Double Door I <br />I <br />(See Door Detail) { I <br />Shed tie down locations <br />I <br />when using option 1 { { <br />I I -Iil I t i –i 17,7-----_7 - Shea rwalIs <br />RIGHT SIDE <br />FLOOR _P_LAN <br />SCALE: 1/4" =� 1'®-0 SHED AREA — 54 SQ. FT. Lv V T I O N S <br />FRONT <br />c <br />D w <br />v�0 <br />U_J Un <br />cc <br />yaMs <br />` Q 0 L� <br />v v n <br />i� <br />0 J <br />�0 z <br />0 <br />NII I \I <br />w o <br />�v <br />o w <br />L <br />0 <br />0 <br />N <br />[ Lo <br />UJ 0011,.- <br />JLL UJ' <br />LL <br />cc <br />z �. 0 <br />LL CC U �1 <br />�0 (/)®U. <br />� () J <br />IM a. 0 c CC <br />UJ <br />N <br />LL WORK SHALL COMPLY Wrrfl ALI <br />REVA]UNG CODES, FLORIDA BUIM '0 <br />ODE, NATIONAL ELECTRIC CODE AN <br />ITY OF ZEPHYMILLS ORDINANCES <br />•�- V I t-' VV uATF <br />Ln <br />-.._ <br />Q <br />z <br />U <br />J <br />0 <br />p� <br />Ln <br />LrJ <br />0 <br />� <br />U <br />O <br />M <br />LLJ <br />Lil <br />o <br />U <br />z0 <br />0 <br />oo <br />—J <br />m <br />U <br />co E5 <br />M <br />'J <br />~ <br />U <br />�Zw <br />J <br />O <br />Q <br />•w <br />L) <br />~Q <br />N <br />� <br />C7 Q <br />0 <br />o <br />w <br />zQ� <br />LU <br />O <br />� <br />m _ <br />:D <br />y 9 <br />ICY— <br />z z <br />0z <br />V <br />QO <br />H <br />2 U <br />m <br />O • <br />U <br />W <br />W <br />w <br />0 <br />m <br />n_ <br />z <br />z° <br />m <br />0 <br />m <br />