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ATTACH WIND❑W & DOOR FRAMES TO BLOCK WALL <br />WITH TAPC❑N SCREWS SPACED AT WINDOW/D❑❑R <br />MANUFACTURER'S SPEC'S (TAPC❑NS MUST PENETRATE <br />THROUGH BUCKSTRIPS & INT❑ BLOCK 1 1/4' MINIMUM) <br />3/4' P,T. BUCKSTRIP <br />ATTACHED TO BLOCK <br />WITH 0,097' X 1 3/8' <br />T-NAILS SPACED AT <br />10' ❑,C. MAXIMUM <br />aS❑NRY BLOCK <br />MASONRY BLOCK <br />WINDOW BUCKSTRIP DETAIL DOOR BUCKSTRIP DETAIL <br />NOT TO SCALE NOT TO SCALE <br />NOTE, WIND❑WS & DOORS MUST BE INSTALLED SUCH <br />THAT THE MAXIMUM GAP INBETWEEN THE FRAME <br />AND BUCKSTRIP IS 1/4'; IF THICKER BUCKSTRIP <br />MATERIAL IS NEEDED RIP IT FROM 1 1/2' MATERIAL <br />& ATTACH TO BLOCK WITH 3/16' TAPC❑NS AT 8' ❑.C, <br />(TAPC❑N MUST PENETRATE BLOCK 1 1/4' MINIMUM) <br />PRODUCT <br />CODE <br />DESCRIPTION <br />MATERIAL <br />GAUGE <br />DIMENSION <br />LENGTH <br />FASTENERS <br />1Od X 1 1 <br />DESIGN LOADS <br />LBS. <br />ZIJPUFT F1 <br />F2 <br />SIMPSON 'HETA20' <br />TRUSS <br />ANCHOR <br />16 <br />20" <br />10 <br />1805 335 <br />730 <br />PRODUCT # 11473.3 <br />STRAPS FOR THE <br />IG UPLIFTS: <br />TRUSS - 2035# <br />( TRUSS - 2500# <br />TRUSS TO BLOCK DETAIL <br />NOT TO SCALE <br />"L" BRACING REQUIREMENTS <br />STUD <br />SPACING <br />NO <br />L-BRACWG <br />L 1 2"X4' <br />L�CING Xe <br />L -BRACN <br />16" <br />O'-0" TO 4'-5" <br />4'-5" TO 8'-0" <br />8'-0" TO 12'-0" <br />12'-W TO 16'-0" <br />24" <br />0'-0" TO 4'-0" <br />4'-0" TO 7'-0" <br />7'-0" TO 10'-0" <br />10'-O" TO 14'-0" <br />140 MPH (3 SEC. GU <br />WINDOWS (ENCLOSED BUILDING <br />WINDOW <br />CALL -OUT <br />SQUARE <br />FOOT <br />WIND PRESSURE <br />END ZONE <br />POSITIVE NEGATIVE <br />2024 <br />4 <br />+35.3 <br />-47.2 <br />2030 <br />6 <br />+35.3 <br />-47.2 <br />2038 <br />7 <br />+35.3 <br />-47.2 <br />2044 <br />8 <br />+35.3 <br />-47.2 <br />2050 <br />10 <br />+35.3 <br />-47.2 <br />2060 <br />12 <br />+35.0 <br />-46.6 <br />2424 <br />5 <br />+35.3 <br />-47.2 <br />2430 <br />7 <br />+35.3 <br />-47.2 <br />2438 <br />8 <br />+35.3 <br />-47.2 <br />2444 <br />10 <br />+35.3 <br />-47.2 <br />2450 <br />11 <br />+35.1 <br />-46.9 <br />2460 <br />14 <br />+34.7 <br />-45.9 <br />2824 <br />6 <br />+35.3 <br />-47.2 <br />2830 <br />8 <br />+35.3 <br />-47.2 <br />2838 <br />9 <br />+35.3 <br />-47.2 <br />28" <br />11 <br />+35.1 <br />-46.9 <br />2850 <br />13 <br />+34.8 <br />-46.2 <br />2860 <br />16 <br />+34.3 <br />-45.3 <br />3024 <br />7 <br />+35.3 <br />-47.2 <br />3030 <br />9 <br />+35.3 <br />-47.2 <br />3038 <br />11 <br />+35.1 <br />-46.9 <br />3044 <br />13 <br />+34.8 <br />-46.2 <br />3050 <br />15 <br />+34.5 <br />-45.6 <br />3060 <br />18 <br />+34.0 <br />-44.6 <br />3424 <br />7 <br />+35.3 <br />-47.2 <br />3430 <br />10 <br />+35.3 <br />-47.2 <br />34M <br />12 <br />+35.0 <br />-46.6 <br />3444 <br />14 <br />+34.7 <br />-45.9 <br />34W <br />16 <br />+34.3 <br />-45.3 <br />3460 <br />20 <br />+33.7 <br />-44.0 <br />3824 <br />8 <br />+35.3 <br />-47.2 <br />3830 <br />11 <br />+35.1 <br />-46.9 <br />3838 <br />13 <br />+34.8 <br />-46.2 <br />38" <br />15 <br />+34.5 <br />-45.6 <br />38W <br />18 <br />+34.0 <br />-44.6 <br />3860 <br />22 <br />+33.6 <br />-43.7 <br />4024 <br />9 <br />+35.3 <br />-47.2 <br />4030 <br />12 <br />+35.0 <br />-46.6 <br />4038 <br />14 <br />+34.7 <br />-45.9 <br />4044 <br />17 <br />+34.2 <br />-45.0 <br />4050 <br />20 <br />+33.7 <br />-44.0 <br />4060 <br />24 <br />+33.4 <br />-43.4 <br />*IMPORTANT NOTE: IF NOT OTHERWISE NOTED, <br />ALL WINDOWS FOR THE 140 MPH WIND SPEED <br />MUST BE RATED FOR +35.3/-47.2 P.S.F. <br />PRESSURES. <br />140 MPH 3 SEC. GUST) <br />WINDOWS ENCLOSED BUILDING) <br />WINDOW <br />CALL -OUT <br />SQUARE <br />FOOT <br />WIND PRESSURE <br />END ZONE <br />POSITIVE NEGATIVE <br />12 <br />3 <br />+35.3 <br />-47.2 <br />13 <br />5 <br />+35.3 <br />-47.2 <br />14 <br />7 <br />+35.3 <br />-47.2 <br />15 <br />8 <br />+35.3 <br />-47.2 <br />16 <br />10 <br />+35.3 <br />-47.2 <br />1/2 32 <br />5 <br />+35.3 <br />-47.2 <br />1/2 33 <br />7 <br />+35.3 <br />-47.2 <br />1 /2 34 <br />9 <br />+35.3 <br />-47.2 <br />1/2 35 <br />12 <br />+35.0 <br />-46.6 <br />1/2 36 <br />14 <br />+34.7 <br />-45.9 <br />3OX26 <br />5 <br />+35.3 <br />-47.2 <br />3OX38 <br />8 <br />+35.3 <br />-47.2 <br />3OX50 <br />10 <br />+35.3 <br />-47.2 <br />3OX63 <br />13 <br />+34.8 <br />-46.2 <br />3OX72 <br />15 <br />+34.5 <br />-45.6 <br />22 <br />6 <br />+35.3 <br />-47.2 <br />23 <br />10 <br />+35.3 <br />-47.2 <br />24 <br />13 <br />+34.8 <br />-46.2 <br />25 <br />16 <br />+34.3 <br />-45.3 <br />26 <br />19 <br />+33.9 <br />-44.3 <br />48X26 <br />8 <br />+35.3 <br />-47.2 <br />4BX38 <br />12 <br />+35.0 <br />-46.6 <br />4SX50 <br />16 <br />+34.3 <br />-45.3 <br />4SX63 <br />21 <br />+33.6 <br />-43.9 <br />48X72 <br />24 <br />+33.4 <br />-43.4 <br />32 <br />9 <br />+35.3 <br />-47.2 <br />33 <br />14 <br />+34.7 <br />-45.9 <br />34 <br />is <br />+34.0 <br />-44.6 <br />35 <br />23 <br />+33.5 <br />-43.6 <br />36 <br />28 <br />+33.1 <br />-47-9 <br />140 MPH (3 <br />OPENINGS (ENCLOSED <br />SEC. GUST) <br />BUILDING) <br />WINDOW OR DOOR <br />OPENING SQ. FT. <br />WIND PRESSURE <br />END ZONE <br />POSITIVE NEGATIVE <br />10 <br />+35.3 <br />-47.2 <br />20 <br />+33.7 <br />-44.0 <br />30 <br />+33.0 <br />-42.6 <br />40 <br />+32.3 <br />-41.2 <br />50 <br />+31.6 <br />-39.8 <br />60 <br />+31.3 <br />-39.2 <br />70 <br />+31.0 <br />-38.6 <br />s0 <br />+30.6 <br />-37.9 <br />90 <br />+30.3 <br />-37.3 <br />100+ <br />+30 <br />-36.7 <br />USE SIMPSON "MGT" HEAVY GIRDER PRODUCT 11470.7 <br />TIEDOWN FOR UPLIFTS UP TO 3,965# <br />USE SIMPSON "HGT-3" HEAVY GIRDER PRODUCT # 11456.19 <br />TIEDOWN FOR UPLIFTS UP TO 10,530# <br />USE SIMPSON "HGT-4" HEAVY GIRDER PRODUCT 10866.10 <br />TIEDOWN FOR UPLIFTS UP TO 9,250# <br />USE (1) SIMPSON "FGTR" FACE MOUNT I PRODUCT # 11473.2 <br />GIRDER 11EDOWN FOR UPLIFTS UP TO <br />5,000 LBS. WITH (2) 1/2" X 5" TITEN HD <br />FASTENERS OR EQUIV. <br />USE (2) SIMPSON "FGTR" FACE MOUNT <br />GIRDER TIEDOWNS FOR UPLIFTS UP TO <br />9,400 LBS. WITH (4) 1/2" X 5" TITEN HD <br />FASTENERS OR EQUIV. PRODUCT # 11473.2 <br />USE "SIMPSON HGT-2" GIRDER TIE <br />CONNECTOR FOR WIUPLIFTS UP TO PRODUCT 10866.10 <br />6,170 LBS. TH (2) 3/4"X 5" <br />EXPANSION BOLTS. <br />USE "SIMPSON HGT-2" GIRDER TIE <br />CONNECTOR FOR UPLIFTS FROM <br />6,171 TO 11,150 LBS. WITH (4) PRODUCT # 10866.10 <br />3/4" X 5" EXPANSION BOLTS. <br />USP "SIMPSON HGT-2" GIRDER TIE <br />PRODUCT # 10866.10 <br />GIRDER TRUSS TO BLOCK DETAIL <br />NOT TO SCALE <br />2"X4' WEB BLOCKS NAILED INBETWEEN <br />WEBS WITH (2)-16d NAILS AT EACH END <br />2"X4" OUTRIGGERS AT 24" O.C. <br />BACKNAIL w/ (2 -16d NAILS CONNECT OUTRIGGER TO GABLE <br />(TYPICAL TRUSS WITH A SIMPSON <br />"H3" HURRICANE CLIP 1PRODUCT # 10456.13 <br />2"" ANGLED BRACING AT 2'-0" <br />X4 <br />48" O.C. ALONG GABLE END MAX. <br />NAIL ENDS TO 2"X4" BLOCKING 1/2" PLYWOOD OR 7/16" O.S.B. (2-M-W) RATING <br />w/ (6)-16d NAILS AT EACH END NAILED WITH 8d NAILS SPACED AT 6" O.C. <br />NAIL TO 2"X4" WEB BLOCKING 45 DEGREES ALONG EDGES AND 12" O.C. IN THE FIELD <br />WITH (2)-16d TOE NAILS MAXIMUM -t <br />I I "L" BRACE TO EXTEND AT LEAST 90% <br />GABLE END SECTION <br />FLAT CEILING <br />SCALE: 3/4" = 1'-O" 2"X6" PT. PLATE WITH <br />1/2" X 8" LONG J-BOLTS <br />AT EVERY 24" O.C. <br />OF WEB LENGTH (SEE TABLE) <br />LI <br />"STEPPED DOWN" <br />GABLE END TRUSS <br />ATTACH BOTTOM CHORD OF TRUSS TO <br />2"X6" PLATE WITH 16d NAILS 0 6" O.C. <br />2"X4" NAILER ATTACH TO TRUSS BOTTOM <br />CHORD & P.T. PLATE WITH 3-16d NAILS <br />AT EACH END <br />PRODUCT <br />CODE <br />DIMENSIONS <br />DESIGN LOADS <br />LBS. <br />H <br />W <br />NORMAL MAX. <br />I UPLIFT <br />PRODUCT <br />SIMPSON "MBHA3.56/11.25" <br />1 1/ <br />5/8 <br />5330 5330 <br />1 3145 <br />IFL10866.12 <br />PRODUCT # 10866.12 <br />3/4" X 9" J-BOLT OR <br />3/4" X 9" RAWL "POWER" STUD <br />X 9" RAWL "POWER" STUD <br />CONNECTOR (NOT SHOWN) <br />BEAM HANGER DETAIL <br />NOT TO SCALE <br />NOTES: <br />1) ALL CONSTRUCTION SHALL CONFORM TO THE FLORIDA BUILDING, PLUMBING CODES <br />LATEST EDITIONS, AND THE NATIONAL ELECTRIC CODE (NEC). <br />2) ALL CONSTRUCTION SHALL CONFORM TO FLORIDA BUILDING CODES. <br />3) ANY CHANGES TO THESE PLANS MUST BE APPROVED BY THE DESIGN ENGINEER <br />AND THE BUILDING DEPARTMENT PRIOR TO CONSTRUCTION. <br />4) THE CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND BUILDING SETBACK, AND REPORT <br />ANY DISCREPANCIES TO THE DESIGN ENGINEER PRIOR TO CONSTRUCTION. <br />5) A FLORIDA ENERGY CODE CALCULATION MUST ACCOMPANY THIS PLAN, AND IS PROVIDED <br />BY OTHERS. <br />6) PRE-ENGINEERED TRUSS DESIGN AND CALCULATIONS MUST ACCOMPANY THIS PLAN, AND <br />IS PROVIDED BY OTHERS. <br />7) THE CONTRACTOR IS RESPONSIBLE FOR THE SEWER AND WATER CONNECTIONS. <br />8) ALL FINISHES, COLORS, TEXTURES, AND SPECIAL APPURTENANCES MUST BE SPECIFIED <br />BY THE OWNER OR CONTRACTOR. <br />9) INTERIOR LOAD BEARING FOOTINGS MAY BE REQUIRED AS SPECIFIED IN THE TRUSS ENGINEERING, <br />AND SHALL BE CONSTRUCTED PER DETAIL. <br />10) THE PLUMBER MAY REQUIRE SOME INTERIOR WALLS TO BE 6" THAT ARE NOT SHOWN HERE. <br />11) THE CONTRACTOR IS TO VERIFY THE SLOPE OF THE LOT PRIOR TO CONSTRUCTION. IT MAY BE <br />NECCESSARY TO DESIGN SPECIAL FOOTINGS WHICH ARE NOT SHOWN HERE. PLEASE NOTE THE <br />LIMITATIONS OF THE FOOTINGS SHOWN IN THE DETAILS. <br />* USE 8" BOND BEAM <br />* CONTRACTOR TO PROVIDE RATED WINDOWS & DOORS <br />PRODUCT APPROVAL LIST <br />MANUFACTURER <br />TYPE <br />PRODUCT CODE <br />THERMA TRU <br />EXTERIOR SWINGING DOORS <br />FL 5891.1 <br />PGT <br />FRENCH DOORS <br />FL 253.2 <br />GAF <br />SHINGLED ROOF <br />FL 10124.1 <br />GAF <br />#30 FELT UNDERLAYMENT <br />FL 10626.1 <br />PGT <br />SINGLE HUNG WINDOWS <br />FL 239.6 <br />PLY GEM <br />VINYL SOFFIT <br />FL 24161.1 <br />LOMANCO <br />RIDGE VENT <br />FL 6267.1 <br />CAST CRETE <br />PRE -CAST LINTEL <br />FL 158.1 <br />PRE -CAST LINTEL & KNOCK- <br />OUT BLOCK POURED SOLID- <br />(#5 X CONTINUOUS IN EACH <br />COURSE). <br />MIN. 16" DEEP LINTEL <br />NOTE: <br />REINFORCE COLUMN WITH - <br />#5 X CONT. REBAR AS <br />SHOWN ON FOUNDATION PLAN <br />BLOCK COLUMN <br />FINISHED FLOOR <br />SIMPSON "HETA20" TRUSS ANCHOR <br />PRODUCT # 11473.3 <br />LINTEL BEAM NOTE: <br />WHERE SHOWN ON THE PLANS, THE LINTEL <br />CAN BE CONSTRUCTED AS A DOUBLE 2" X 12" <br />(12 YELLOW PINE) WOOD BEAM ANCHORED TO <br />TOP OF COLUMNS WITH (2) USP "ETA20" OR <br />SIMPSON "HETA20" STRAPS <br />GRADE <br />16" WIDE X 8" DEEP <br />FOOTING WITH (2)-#5 Z <br />REBAR INBETWEEN <br />COLUMN PADS <br />I- - - 04 <br />04 0 <br />L_..---- <br />COLUMN PAD FOOTING <br />PER FOUNDATION PLAN <br />BLOCK COLUMN DETAIL NOTE: BOTTOM OF FOOTING SHALL BE A MINIMUM <br />SCALE: 1 /2" = 1'-0" OF 12" BELOW "UNDISTURBED" GRADE OR SOIL <br />COMPACTION TESTING WILL BE REQUIRED. <br />SIMP "HETA20" TRUSS.. STRAP <br />PRODUCT # 11473.A <br />SINGLE COURSE OF KNOCK -OUT BLOCK <br />POURED SOLID & REINFORCED WITH <br />L-BAR w/ 24" L GSNAT(ALLCCORNERS,' <br />NOTE. <br />INTERIOR WALL FINISH SHALL BE 1/2- DRYWALL <br />OVER INSULATION BOARD & 1"X2" P.T. FURRING <br />STRIPS AT 16" O.C.. CEILING SHALL BE 5/8" <br />DRYWALL OR 1/2" CEILING GRADE DRYWALL <br />WITH R-30 INSULATION. <br />8" MASONRY WALL WITH #5 ? <br />REBAR IN FILLED CELLS <br />NOTE: <br />IF DOWN CELLS ARE SPACED GREATER <br />THAN 8'-0" O.C. (TYP.) DOUBLE <br />COURSE KNOCK -OUT BEAM IS REQUIRED. <br />4" CONCRETE SLAB REINFORCED w/ 6X6-10/10 W.W.F. <br />OR FIBERMESH OVER A 6 MIL. VAPOR BARRIER <br />ON TERMITE POISONED & COMPACTED SOIL. <br />STEMWALL NOTE: STEMWALL HEIGHT TO BE DETERMINED <br />PER THE OWNER & CONTRACTOR TO FIT THE SITE <br />(MAXIMUM 4 EXPOSED COURSES IN HEIGHT - IF MORE <br />THAN 4 COURSES ARE NEEDED - CONTACT ENGINEER <br />PRIOR TO FOUNDATION POUR). <br />8" DEEP X 16" WIDE FOOTING <br />WITH (2)-#5 REBAR X CONT. <br />(PLACE (24!' LEGS2AT�ALL CORNERSTM <br />NOTE: BOTTOM OF FOOTING SHALL BE A MINIMUM OR <br />OF 12" BELOW "UNDISTURBED" GRADE OR SOIL <br />COMPACTION TESTING WILL BE REQUIRED. <br />TYPICAL WALL SECTION <br />SCALE: 1/2" = 1'-O" <br />I HEREBY C TIFF: <br />205# SHINGLES OVER <br />30# ROOFING FELT <br />1/2- C.D.X. PLYWOOD OR 7/16" OSB <br />(2-M-W RATING) w/ H-CLIPS OVER <br />PRE-ENGINEERED WOOD TRUSSES <br />0 24" O.C. <br />q:►� <br />2'-0" \ <br />MAXIMUM <br />MIN. 2"x4" FASCIA <br />& SOFFIT <br />PAINTED PARGE COAT <br />#5 REBAR IN FILLED <br />CELLS (LAP 25" MIN.) <br />GRADE <br />z <br />N <br />r <br />- - - - - APPROX. GRADE <br />L6" • 12" (MIN) <br />1 <br />12" <br />USE A 18" DEEP X 12" WIDE THICKENED <br />SLAB EDGE POURED MONOLITHIC WITH <br />FLOOR SLAB & REINFORCED w/ (2)-#5 <br />REBAR X CONTINUOUS. <br />THAT E CONSTRUC ON PLA S i HE N A IN COMPLIANCE WITH <br />CHA R 16, SECTI N 1609 TH 17 ORI BUILDING CODE (6TH EDITION) FOR <br />140 M.P.H. ULTIMA DES W 14 E (RI CATEGORY II) ALONG WITH <br />TH ENTIRE 2017 L0 A UI IN E TH EDITION), RESIDENTIAL. <br />WILLI OBERTS, P.E. CA #29098 <br />DATE: <Alollw <br />0 <br />z <br />Ii <br />W <br />qk <br />c <br />V) <br />Q <br />N <br />Lu <br />W <br />C� <br />m <br />M <br />in <br />ul <br />Z <br />LJ <br />M <br />O <br />r <br />o <br />i <br />o <br />Ld <br />x <br />F <br />N <br />I <br />W <br />w <br />0 <br />� <br />Z_ <br />a <br />i <br />�. <br />M <br />� <br />M <br />00 <br />W <br />0 <br />U <br />00, <br />I <br />In <br />W. <br />p<0� <br />LLj <br />�aav <br />Q <br />U <br />ry <br />z <br />aw <br />ryQ <br />a <br />�o <br />w <br />�z <br />z <br />w <br />Ory <br />Y <br />Q <br />DATE: 03-15-12 <br />SCALE: AS NOTED <br />JOB # FBC2014-140-II <br />SHEET <br />CBI <br />