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Home My WebLink AboutBIN B-2 PERMIT 4407 CI) Q)Q)-I en1\;~ Q)._ 0 Q)<Jen ~ ~ ~ I CI) 0 encu8: Q)C@ - 'OJ.) u: co.- - ...CI)~ Oa)w "CO IE ~Ir ~=:JO ~<(CO (f) W o ~ z o -1 ::J ro W LL.~O::: '0cr:0 W u..LL. ~W"",f- ~9oS W x~o:::o () O::Ju..u L- O:::OzO .-- o."",w<( O o.""'~f- <(0<(0 Z wO:::f-z O:::LL.w UJ <(zo:::o 'M OW<(O '..J W~(f)O <C f-<(ZZ L- Of-O<( 0.-- ::) w - w aO:::(f)"", <( Z "'" . o ~(f)w<(z I..L. c..:;lZ~ttQ W ;:SQOof- 0(f)0:::f-5 0::: oE5Q~:J <t: u.. 0=00... w2woo... :::> o:::of-ffi<( r".J <( ,z -1 \",./ ::J~- -1 '" 0'-1 .0::: <( VI (f)<((f)o::- 0::: -J -........;;::. -1w:::;JO>- -I>~ZO::: <(o;;::.~o STRUCTURAL NOTES: GENERAL NOTES: STRUCTURAL DESIGN CRITERIA TERMITE SPECIFICATIONS: 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS FOR ALL HOLES OVER 1" IN DIA. FOR PLUMBING liNES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. FOUNDATIONS FLORIDA BUILDING CODE, 2001 EDITION WITH 2003 REVISIONS BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-02) SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS (ACI 301-02) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI 530-02) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 2001 EDITION APA PLYWOOD DESIGN SPECIFICATION CODES: 1. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE.INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL.(FBC 104.2.6) 2. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1'-0" AWAY FROM BUILDING SIDE WALKS.(FBC 1503.4.4) 3. IRRIGATION/SPRiNKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 1'-0" OF THE BUILDING SIDE WALLS.(FBC 1503.4.4) 4. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, BETWEEN WALL COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAT 6 INCHES. THE FOLLOWING TECHINCAL CODES SHALL APPLY: 2001 FLORIDA BUILDING CODE, WITH 2003 REVISIONS PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBiliTY, AND NFPA 70-02 NATIONAL ELECTRICAL CODES SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR) -J ~ 0= f- 2 o (f) (f) W o 0 -1 10 u: x ro 0 u.. <( W i'- 0 LL. ~N C"')~ zM 100 <( -1 10 10 o:::u..NN o . 60 '~coco (f) 0... co co 11) 0 r-:.. r-:.. ~ 0... 00 0)<( ~~ FOUNDATION INSPECTIONS A FOUNDATION SURVEY SHALL BE PERFORMED Ar>.D A COpy OF THE SURVEY SHALL BE ON SITE FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI, A SLUMP OF 6" PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 40. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6". 4. HOOKS SHALL BE PROVIDED AT DiSCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 5. HORIZONTAL FOOTING BARS SHALL BE BENT 1'-0" AROUND CORNERS OR CORNER BARS WITH A 2'-0" LAP PROVIDED 6. MINIMUM LAP SPliCES ON ALL REIr>.FORCING BAR SPliCES SHALL BE 40 BAR DIAMETERS TYP. 7. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM WOOD FRAMING INSPECTION 20 PSF (REDUCIBLE) 40 PSF 40 PSF 40 PSF 20 PSF 10 PSF ATTIC L.L. ROOF RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICATED BALCONIES STAIRS liGHT PARTITIONS (DEAD LOAD), U.N.O. WIND LOADS BASED ON FBC, SECTION 1606.2. WIND VELOCITY: 123 M.P.H., USE FACTOR: 1.0 LIVE LOADS: ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH-INS MUST BE COMPLETE, INSPECTED AND APPROVED BEFORE REQUESTING FRAMING INSPECTION. 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WALL MOUNT WATER CLOSET VOLUME 3.5 GALLONS 3. WATER - FLOW RATE. PUBliC FACiliTIES 0.5 G.P.M. PRIVATE FACiliTIES 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. 4. ALL WATER Lir>.E PLUMBING TO BE PVPC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2001 FBC. D PORCHES Ar>.D BALCONIES SECTION 1014 D HANDRAILS - SECTION 1007.5 D GUARDRAILS - SECTION 1015, 1019.9 D STAIRS - SECTION 1007 D CHIMNEY & FIREPLACE SECTION 2804-2806 (MFGR) SECTION 2113-2114 (MAS) D EGRESS WINDOWS SECTION 1005.4 PREFABRICATED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CliPS OR ANCHORS. 2. PREFABRICATE WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS-GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPOR- TIONED ( WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE liVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER Ur>.LESS NOTED ON THE PLANS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FOLLOWING DESIGN LOADS: 6. DESIGN SPECIFICATIONS FOR liGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMAr>.ENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. WIND LOADS: (F. B.C.) EXCEPTION: PAINT OR DECORATIVE CEMENTATIOUS FINiSH LESS THAN 5/8" THICK ADHERED DIRECTLY TO THE FOUNDATION WALL,(FBC 1403.1.6) 5. INITIAL TREATMENT SHALL BE DOr>.E AFTER ALL EXCAVATION AND BACKFILL IS COMPLETE.(FBC 1816.1.1) 6. SOIL DiSTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED AND FORMED.(FBC 1816.1.2) 7. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC., SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS ~UST BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT.(FBC 1816.1.3) 8. MINIMUM 6 MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAIMALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT is REQUIRED.(FBC 1816.1.4) 3000 PSI 3000 PSI ALL CONCRETE UNLESS OTHERWISE INDICATED PEA GRAVEL CONCRETE FOR MASONRY CELLS ONLY (DO NOT USE FOR CONCRETE COLUMNS OR TIE BEAMS) CONCRETE STRENGTH @ 28 DAYS ~ ~ aJ 0 f- - ('\j Z .(f) 3: (,Q ~zw <((,Q~ .. (f) z_ 0_ 0 0::: ('\j (,Q (I) . of-O o~'*t: Z ffiz50 w~~Li 0 wf-<(U:c..:;l II"*. i= z(f)-Z f-f--IUJ ;:) <:3 0::: 0 0 cr: LL. U. 0.. ..J zW15:-I 00.. 0 WO(f)S(f)LL.z~~ (I) wZ(f)COzoo .0 I::JzwQ::Ji=za:: Z f-O<(I(f)<(O::::::J e" u..oz;:;lf-;>wOol:n en <( u... w (f) 0... a:: . I.IJ f-w-1Io::: -1a:2-' (f) ".. <( t: 0 <( -I C w......0:::3(Y)zo::: 'LIJ _ roo::) 0<(::)<(<( ..... w::Jf-~OOf--IJ: C ~~~~~~~~~ ~ ~~t:;8~enfJ;DD ii 0) o 10 N o Z co 0 ...: O? !;;: f- b(f)~ E ~o:::o::: o ~wO Vl w Vl LL.Z 010 - Ci50~ \I) 1'-..-1 wu.. o.oNN ~(Y)~~w .... _.J ..-I 0::: !;;: ou..O?::)o..-l . roi'-l- - to (f)-,!:00~..-I -' c.~::) f- 0) W ",oo:::o:::.f- 11) C.If-WO ~ O)<(o...(f)OZ 0 ASTM A185 ASTM A615-40 40,000 PSI ASTM A615-40 40,000 PSI WELDED WIRE FABRIC SHALL CONFORM TO ALL REINFORCING BARS ALL STIRRUPS AND TIES REINFORCING: !J"') o o N ASTM C90-99b, STANDARD WEIGHT UNITS, fm=1500 PSI MORTAR TYPE "S" 1800 PSI CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION is REQUIRED DURING CONSTRUCTION ALL STRUCTURAL AI\D MiSCELLANEOUS STEEL A36 36,000 PSI, U.N.O SHOP AND FIELD WELDS: E70XX ELECTRODES ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 BEAMS, RAFTERS, JOiST, PLATES, ETC. U.N.O. r\0. 2 SOUTHERN YELLOW PINE (19% M.C.) ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR, or OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) WALL SHEATHING: PLYWOOD C-C/C.D, EXTERIOR OR OSB VERSA LAM BEAM Fb = 2900 PSI (2.0E) WOOD COLS. PARALLAM 2.0E U.N.O. DESIGN LOADS: TOP CHORD LIVE LOAD: 20 PSF TOP CHORD DEAD LOAD: 10 PSF CONCRETE MASONRY UNITS: STRUCTURAL STEEL: 9. CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXTERIOR SOIL TREATMENT.(FBC 1816.1.5) 10. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1'-0" OF THE STRUCTURE SIDEWALLS.(FBC 1816.1.6) 11. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION is COMPLETE INCLUDING LANDSCAPING AND IRRIGATION. ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED.(FBC 1816.1.6) 12. ALL BUILDINGS ARE REQUIRED TO HAVE PRE-CONSTRUCTION TREATMENT.(FBC 1816.1. 7) 13. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT is IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES."(FBC 1816.1.7) 14. AFTER ALL WORK is COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN 1'-0" OF THE BUILDING. THIS II\CLUDES ALL GRADE STAKES, TUB TRAY BOXES, FORMS, SHORING OR OTHER CELLULOSE CONTAINING MATERIAL. (FBC 2303.1.3) 15. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC., SHALL BE BURIED WITHIN 15'-0": OF ANY BUILDING OR PROPOSED BUILDING.(FBC 2303.1.4) REINFORCING STEEL WOOD FRAMING: ALL REINFORCING STEEL SHALL BE NEW DEFORMED BARS FREE FROM RUST, SCALE & OIL & SHALL MEET ASTM A.615 REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE- CAST CONCRETE PADS, TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS- REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REIMORCING WHERE PERMITTED SHALL BE THE FOLLOWING MINIMUM, UNLESS OTHERWiSE INDICATED ON THE DRAWINGS: FTGS, WALLS. COLUMNS, BEAMS, SLABS: 36 DIA. OR 2'-0" MIN., WHICHEVER IS MORE. FILLED CELL REINFORCING: 40 DIA. OR 2'-0" MIN., WHICHEVER IS MORE. TEMPERATURE REINFORCING: 20 DIA. OR 1'-0" MIN., WHICHEVER is MORE. WELDED WIRE MESH: 8" LAP () () ~ Q) -tJ .- Z~ ~ () .:= --0 I U):>(Jl ).- () - (Q ~ OQ)(f1 -<{L(f1 lL~ LL r ~ lU -<{ ~ u..- t- Q) E 3 l\1 t- 5. ALL OPENINGS SHALL COMPLY WITH 2001 FBC WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AI\D O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SliDING GLASS DOORS, OVt:RHEAD GARAGE DOORS, AND ROOFI.NG. WOOD ROOF TRUSSES: BOTTOM CHORD DEAD LOAD: 10 PSF 40 PSF 10 PSF BOTTOM CHORD ATTIC LIVE LOAD: SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN FOR NEW WIND UPLIFT AS PER SPECIFIED CODES, DEDUCTING A MAXIMUM OF 5 P.S.F. DEAD LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD. DESIGN LOADS: DEAD LOAD: LIVE LOAD: TOTAL: MASONRY WALL CONST. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, WITH A MINIMUM r>.ET COMPRESSIVE STRENGTH OF 1900 PSI ( f'm = 1500 PSI) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270. 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI SLUMP 8" TO 11". 4. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 BAR DIAMETERS. REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL TYPICAL UNLESS OTHERWISE NOTED. 6. REINFORCING STEEL SHALL BE LAPPED A MINIMUM OF 40 BAR DIAMETERS, UNLESS OTHERWISE NOTED ON THE DRAWINGS 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW GROUT INTO CELLS BELOW. TH E USE OF FELT PAPER AS A STOP IS PROHIBITED. UPLIFT CONNECTORS i. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPliFT FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE CONSULT THE TRUSS ENGINEERING FOR THE LOCATION OF THESE WALLS. '" '" WOOD FLOOR TRUSSES: 15 PSF 50 PSF 65 PSF 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION 2405.2) ABBREVIATIONS ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUr>.DATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL BEARING VALUE: . Z () () ~ Opening Optional Piece Pedestal Parallam Pounds per linear foot Plate Height Plant Shelf Pounds per square foot Pressure Treated Powder Room Radius Refrigerator Required Room Round Rod and Shelf Smoke Detector Square Ft. Shelves Sheet Side Lights Spruce Pine Fir Square Southern Yellow Pine Tempered Th icken Top of Block Top of Masonry Top of Plate Transom Window Typical Under Cabinet Lighting Unless Noted Otherwise Vanity Base Vertical Versalam Vent through Roof Washer With Water Closet Wedge Anchor Wood Water Proof Opn'g. Opt. Pc. Ped. P.L. PLF PIt. Ht. Pit Sh. PSF P.T. Pwd. Rad. Ref. Req'd. Rm. Rnd. R/SH SD. S,F. Sh. SHT S.L. S.P.F. Sq. S.Y.P. Temp. Thik'n. T.O.B. T.O.M. T.O,P. Trans. Typ. UCL U.N.O. VB Vert. V.L. VTR W W/ W/C W.A. Wd WP Florida Bldg. Code Finished Floor Fixed Glass Floor Foundation Floor System Fireplace Foot / Feet Footing Fixed Galvanized General Contractor Ground Fault Interrupter Girder Truss Header Height Hose Bibb Interior Kneewall Knee Space Laundry Lavatory Li near Ft. Laundry Tub Masonry Maximum Medicine Cabinet Manufacturer Microwave Minimum Micro/am Mirror Monol ith ic Not to Scale Anchor Bolt Above Air-Conditioner Adjustable Above Finished Floor Air Handler Unit Alternate Base Cabinet Blfold Door Book Shelf Beam Bottom Bypass door Bearing Circle Ceiling Column A/C Compressor Ceramic Tile Dryer Decorative Dedicated Outlet Double Diameter Disposal Distance Drawer Stack Dryer Vent Dishwasher Each Each Way Electrical Elevation Exterior Expansion F.B.C. Fin. Fir. F.G. Fir. Fdn. Fir. Sys. F.PI. Ft. Ftg. FX Galv. G.C. G.F.I. G.T. Hdr. Hgt. HB Int. K/Wall K.S. Laun. Lav. L.F. L.T. Mas. Max M.C. Mfgr. Micro. Min M.L. Mir. Mono N.T.S. A.B. Abv. A/C Adj. A.F.F. A.H.U. ALT. B.C. B,F. Bk Sh Bm. BOT. B,P. Brg. Cir. Clg. Col. Compo C.T. D Dec. Ded. Dbl. Dia. Disp. Dist. D.S. D.V. DW. Ea. E.W. Elec. Elev. Ext. Exp. BUILDING DATA D Z ~ ~(/)~ (/)I- D WI-(/)W:::J DZ(/):::!<! DO-I> z~t::~(/) <!NWo::~ ~rI~OD ZO::DDO ~OWWU <!lJ..I-.J1- o::DI-~Z D:::Jo::(/)~ ~~tDO:: ~~<!~B INDEX OF DRAWINGS CONSTRUCTION TYPE - TYPE VI UNPROTECTED (SECTION 608 - FBC 2001) MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE HOMES WIND SPEED 123 MPH (3 SEC. GUST) WIr>.D IMPORTANCE FACTOR -- (Iw) = 1.0 WIr>.D EXPOSURE - "B" (FBC 1606.1.8) . INTERNAL PRESSURE COEFFICIENT = +/- 0.55 (PARTIALLY ENCLOSED BLDG) SHT NO: TITLE ~ 1 2 3 4 5 6 5-1 S-2 S-3 S-4 S-5 S-6 S-7 COVER SHEET FLOOR PLAN FOUNDATION PLAN ELECTRICAL PLAN ELEVATIONS TRUSS LAYOUT MASONRY DETAILS LINTEL PLAN AND DETAILS DETAILS DETAILS DETAILS DETAILS STRUC. NOTES & HANGER INFORMATION DETAILS DOOR DETAILS ROOFING DETAILS ROOFING DETAILS GARAGE DETAILS DET AI LS PRODUCT APPROVAL WINDOW DETAILS SGD DETAILS DETAILS DETAILS DETAILS WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION. 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS, ( I.E. BLOCKING OR GABLE END BRACING) SHALL BE EITHER SOUTHERN PINE, OR S.P.F. NUMBER 2 GRADE SHALL BE USED REGARDLESS OF SPECIES. DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF -END ZONE) WINDOWS AND DOORS 123 MPH + 38 PSF / - 40 PSF Z o (f) -11) >0 w-........ cr:o U..-l f--"""" <(M coo... tOO 10-"""" ..-10 '~ ~2 C\!U) lOZ '0 C'.J- ~U) > W 0:: GARAGE DOORS (V = 123 MPH) SINGLE 9x7 +37.0 PSF / -40.0 PSF DOUBLE 16x7 +37.0 PSF / 41.0 PSF SEE FLOOR PLAN FOR ACTUAL PRESSURES ~ 0000 O-l 9-l N- L()I ~$ ~lJJ ~- L()> ~~ >-lJJ 0::0:: aU I-~ z 00 205 >lJJ I- LAST PLOT OATE a March 11, 2005 ~ -l COVER SHEET w o z <( et::(Y) (!)O -lO o~ wr- ".?CJ) ~o:: ~CO Q.. UJ ~ U >-ttz Zf-O <(z- L- ZW~ .-- - (f) > O oz 0 t50<( :::100 Z OZa: L- ~~g .-- 0... - LL. :r: i):!3~ wwO::: '-' roI~ f-f-w Of-O 0::: Z::J . >-00... >- <(I 0::: 2t:0 Q.. Z 3: 0 <(O:::W O ..Jw2 o...zo " (f)ZI ~ -<((f) ~2::J S-8 S-9 S-10 S-10A S-11 S-12 S-13 S-14 S-15 S-16 S-17 S-18 ALL WORK SHALL COMPLY WITH ALL PREVAILING CODES, FLORIDA BUILDIN'3 CODE, NATIONAL ELECTRIC CODE AND CffY OF ZEPHYRHILLS ORDINANCES ENGINEERED PLANS ON FILE REVIE~/ED t1AY 0 9 2005 ~&r MASTER REVISIONS NOTICE TO BUILDER DESCRIPTION DATE 0... 0::: o o w 2 o I (f) ::) M o o N @ SHEET NO. 1 IT is THE INTENT OF THIS DESIGNER THAT THESE PLANS ARE ACCURATE AND ARE CLEAR ENOUGH FOR THE liCENSED PROFESS- ONAL TO CONSTRUCT THIS PROJECT. IN THE EVENT THAT SOMETHING IS UNCLEAR OR r>.EEDS CLARIFICATION..STOP..AND CALL THE DESIGNER LISTED IN THIS TITLE PAGE. IT IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL THAT IS CONSTRUCTING THiS PROJECT TO FULLY REVIEW THESE DOCUMENTS BEFORE CONSTRUCTION BEGINS AND ANY AND ALL CORRECTIONS, IF NEEDED, TO BE MADE BEFORE ANY WORK is DONE. BRISTOL GRANDE 2003 :, W CI) ~ 2 Q,)a) -J c::=:JO LL.<1:0::: CI)~ <1: (f) '00:::0 Z 0::: W u..LL. Q,).- 0 W !;;:w~f- Q,)c.> (f) Z <(CO o z 0 ~-O::J ~~ (f) UJ X~O:::O w (f) U 0::>u..0 LL. W CI) 0 0 I- O:::OZO CI)~ 0::: 0...2W<( 0... 0 0 Cl... ~f- 0 Z <(0<1:0 Q,)C Z WO:::f-Z W 0 cr:u..W -'0.0 u:: -1 UJ <1:Z0:::0 ~'U; i= ::> -1 OW<1:0 J-Q,) a:: en ~ ~ w~(J)O W a:: <( f-~ZZ O-c 0 r- ~ o 0<1: E 2 ::>w-w 0 0 aO:::(f)2 (f) ~Z . 0 ~(f)w<(z (f) W 0 0 I..L. c..:;lZ~B:Q -110 [[x UJ <(000f- eno 6u: bU; 0::: f-0 wi'- 0::: oEiJQ~::J c..:;lN (Y)~ z(Y) 100 <( u..:;?:0:::00... ~-1 1010 :::> w wOo... o:::u.. NN 0:::0 f--1 <1: o ' 66 0' <1: zen-J <1: :::l:J-.0:::-J .~ coco (j) g~(f)O~ (f)o... 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I . ~ Z r- 0 0 \.D !:!lo: ZLUCI- ~ti:zZ (ij~~~ LUtncO: C%LU::l cl-ZU ZZ~LU ...O-...l ....:i!:tn- ~N!:!l~9 ~.-!I-;;a...l == -o:~ ~\5LUO:> o:u.~c!:!l CCC~LU !:!l::::iLU~C %~:I:LUO 1-:>l-tnU 5' o ~ 5' o ('.J 5' I'- ~ M L.() ~ ..., ..., ~ L.() ..., ~ 10 '<;j- , ' ~ ~ M I. 5'-4" 40'-0" 21'-8" " 11'-0" 5'-4" l " 1 - 11111 I 'II III I1IIII11 I I I I I 1 1 1 : ~ o ~: I I i --------.-j I::;:! - - - - - - -~'-8" - - - - - - - f-- f-- I-- I-- I-- I-- f-- I-- I-- I-- I-- f-- I-- I-- I-- f-- - - - r- I-- - - I-- b- I-- I-- I-- I-- I-- I-- I-- I-- I-- =- I-- 5'-81,4" I-- I-- I-- I-- I-- I-- ~- I-- 1--- I-- I-- 3'-51h" l- f-- I-- /' ..... ~ I-- I-- - I-- I-- I-- ~ I-- I-- I-- - - - - - - - - - - - - - - - - - - - I-- I-- f-- ~ 'X1' Ill: 3'-2" q ..., ..., -I 16'-4" ~ 00 ~ ,) , , , , , , , , , , , ~------------------------------ I I I I I I I I I I I I I I I I ~ : -: :2 '-!i'h~C 5' ~'h" ,,~~rl ~, 3'-6" I I 2'-2" 2'-6" ff I- i I i II ~ r-;- ~ ..., ~ 12'-5" J~ 8'-8" ..., 10 O? M ~ 10 --"I,; I, " 6'-1l,4 " 13'-10112" q ..., ..., O? o ('.J 11'-91h" 17'-81h" 8'-81h" 3'-1" l' ~ C) Lr. ~ ~ .. ~ ~~ - - -, p ~~ II I ~ C---;::n ~~,. 8'-43/8" "I. f..J ~I' I' , ~'<;,: (b~ ..., VJ1l,.....,...,c.:, rw - JJ1l ' Jl1!.. +-- ~ = ~2-17 ~ - O? k?' I- - . f-- - f-- = 3'-10" 3-10" ~ - I- - f- - I- - I- - I- - I- - f-- - ----------------- ----- = ----------------~F---- f= ~ ~ L.() O? ..., ..., ~J " l- f-- I-- I-- l- I- I-- I-- f- l- I- l- f-- f-- f- l- I-- l- I- f-- I- - -II III - - - - - - ~ ';J 10 II r v 3'-0" l 3'-0" ,. ';J M 6'-0" 2'-0" 1 3'.2" 12'-4" 7'-8" 40'-0" I I C':J L.() 18'-4" 12'-9" v !, 4'-3" ).'-4" l ------~ ~ C':J ~ . II I I I 11 1 11 I I 1 , , I , ---------------------T I I I I I I I I I I c ~ ~ 1'-2" 18'-8" 4'-10" -l.- V, , , M --------- , , ~-------- , , , I I I I l.-- -i I I I I I I: '0 10 I..., I I I I I 2"-4" ~ 0) ~ C'1 C':J 00 3 -6" ~ -- - 1~ , .J&.. ~ 10 ..., t-- I-- I-- I-- I-- t-- -----l ~ 8'-0" i== 1-- t-- t-- I-- I-- I-- 1______------, ________:== 4'.61h" 13'-8" 10'-2" I I I I I I I I I I I I 5' I I C':J M : 1:-2":.. 7'-0" "' ~'~~;I''': 'N A ..., ~ ('.J ~ i'- 1 r---------------, I I I I I I r I I I ~_______________J I-- I-- I-- t-- 0::: f- W I-- f- t--: Z I--L.()W f-.' 0 I--~w I-- c..:;l r- Z <( 0::: ';J -- ~ ..., t-- t-- I-- I-- , t-- t-- t-- I-- I-- I-- t-- F- I-- I-- I-- r- I-- I-- t-- r- I-- f- 16'-0" 20'-0" I-- I-- I-- I-- I-- I I-- , I-- I-- t-- t-- t-- t-- , I-- -I-- - ,mT - - - - -. -. -- - - - - - - - - - - - - - - - - - - - - - - -- -- -. - -- I- r- r- r- I-- I- - - - - -t" - - - - - - - - - - 11111- k DIMEN610N PLAN SCALE:l/4"=1'-0" o ~ ~ U? M O? 0) ('.J C':J ~ ';J 10 M ~ 0) M O? o ('.J , , q o ~ 5' o ~ 40'-0" 21'-8" f 11'-0" lQfl] f 5'-4" f HOSE 25 5H t BIBB 25 5H - 0 - I111 I I II IIII III II II III Ill: Hili ..., - EGRESS EGRES~I~ ~~-~--~-~ = _____ __ 8 V19.L\ I,(,+.L\('.J = I S-6 ~ 8 ~u) (P3B\ = ~'-8'~ ~ 16'-4" (/) \tv' ~ ~ WIC -;?- - - -HAMER -SUITE G~ - (9'\- - ~ = ~ _ ~ ',\ 15'-0"X 17'-4" :3 \.S-6) = 0:: 8' CLG '\\ VAULT CLG ~ STiYi. '- TITlTf11 ~ 5' \\:___YN~P~J______________________ W15-- -- --------- _..., I - - ....., VAULT: 10' FLAT ~ S-7 = '-----: ~ - I - , I I I I ~ I 6'~: 22" X 36" MIN ~Q> I LOCATE IN FIELD VTR- ----- ~ _~ ART N[CH~ KNEE 00 C _ 5~~~_E Mr~~E~ :(~~ :b'h~1 BA T~ -f'.. 10 8" WALl; ~ 8' CEILlr--~ Hoao o~ ~ VINYL 5 SH .', '~~8' -= , 00 ~ ' 14" CURB/ " I "",LSHOWER O? M 0 GLASS ABV.42" C= 10 TUB NOvA 5 I~IGT~L~A;~ ~ --" 18'4" 12'-8" 4'-4" f" 5'-4" _____~~~~~~l~~QY~___________ _____ ______~ I I I I I C':J~ : ~ ( ~ " I \3i\ - / llll [I I III , , - - - - - - - - - - - - - - - - - - - - - ~" ~ ;.:.. covERED LANAI 18'-O"X 5'-4" 8' CLG A.F.F. o ~ 10068 SGD ~ ;f8b'1\ ~V I" C':J 10 ....., f-- f-- I-- I-- I-- r- U? M 5' o ('.J C 10' FLAT ~ ~ 18'-8" 12'-5" , . - ~C ~1E) - - - - - - - ~ ~ I (/) ~ ('.J ....J OJ o ~8 ~ FAMIL'Y ROOM : I~ ~ co 19'-0"X 12'-0" 5 ~ VAULT CLG 12" RAIStD BAR l 0::: 0 CARPET OVER KN~E - ill .L668 ~ f- ~ WALL 39 :1/2" AFF II 4 I 3'-6'::" 1.1. 2'-2" .2'-6" 0'-2" 4'-10" ,l ..., A J \ 11 l Ai c,)"\.4) II H[\ ~ ,41/ ~" 'J /'0' '0", ~'-t' rG\1 @ ~~f~ ~ 1~~ l :Aj DBL 2XL1~ WALL ~ATTIC ACCESS VAULT 8'-0" F O? M L.() r-4" FRAMEOUT I I-- DBi=: I-- TOP PLATE "": 4'-61h" == 39'1/2" TALL 1'f..... - :3 '6" -A-R-cH - I - ~- - - - - - -- - - - - -- - - f= ~6P@8'A~FJ.r1 -, I~- I I J 'w- : I: I :~f-= ffi I i:1 = :::; 100 c- _ f- -i l(!l~_ Z .1 ~ II'D/W DBLSIN :~~-: t3 ~: ..J 4f I~~- L.() W '1 LL.I B I.u-.' c..:;l <(, I Ir--I-~ Z . 1_ 01 I!::t- -- $10 ~ 113'-8" 4 _ :~~- ii: ~ I~:~ KITCl-4EN g OL-~~-~ 2 8:< f-: 13'-0"X 11'-10;" $> ('.J S _ ~ == LIV IN(t:. ROOM 00 ~: VAULT CLG: 4 'W 0 I I-- .... K VINYL III ~ ~ _1;_ ~ 11'-O"X 11"-0" 14'-0"X 1 '-6" L2'~4" I ii:~: = 8' CEILING 10' CL~ : 3 -6" ,. : 10'-2" : = ~ ~ CARPET CARPET~ - - - - -r~ 1 i = 0::: I , - 2x4 Wt LL c..:;l ~ 0 1 0 : FOR PL "MBI NG w 11'-91h" 17'-81h" I'- u:J I 10::: I 10 rr -LL.t- - = JI _ $> n ~ : ~~~ 3" RETURN c.:, 1\ ~I - _ -r 0::: I co I 1\: +- ~ x ~ = 3'-51h" F : M u..: 0 :i:-2": .. 7'-0" ~I()pr I = g u.. ....., ~ 8'-81h" 3'.1" If,TT'C ACCESS 4 ~ ~ I ~I/ ~ I ~. _ LL I --= OZ ~_ (~8b;- ~ '^' Jf LOCATE IN FIELD ~'----t..[rirr 2468' '.- (f) - jl-OU" r- J' v ~ I 22" X 36" MIN ~ "" 266 S 'r II r- ~;;f8B[\ \~ == ~068___~ ~ '" ~~~I~~ ROOM 55/H II AUN 1-, ~~T1l: ~ 7~~ \N~~L \ = \ VTR- h R/SH ~ FLG 10' CLG _ -=, L - - I..J = 11;:--~""- 'r : ffi: QI ~C -C2~6~, D~~~F;:'n~~-~~T_-: --- -~ ~~~ t-~~ ~~ ::~~~) 3:: ~ ~ III _ 10' CLG ~- ~286M8 \ L U -I-' "-.L ' ~ .J "'. I 0 ~ 0 I I ~ I IY " ;: .......IJ. ~ .' r.. _I V--.=\". I' 4 VINYL 14A.l\ 10 ~ g (f) i'- ~ A TT'f 2 ~L ~ _ _ .J I I 10 l S-6 ) 8 PROVIDE PLATFORM----' h DRYER VE T -........2 8' CLG ~NYLOO I I I~ W.I-l.)~ 08'\31" HIGH FOR HVAC UNIT ~1--~!f\U WALL ~ ~ ::J 8'-43/8" ~ ~I, 3'-11/8" tJ....-' ~ ( 3 \ \S-6 ) ~ \ S-L ) f- ~ \ 4./ ,1" ~ ~ L.() V\2Y ~ 6 18 = "----/ r- ~ ....., ~ ATTlc- ACCESS - - -- ~ S-7 S-6 I-- t= ~ R/SH 0668 n c.:, rnr : LOCATE IN FIELD : ~ ---- -....., ------- I-lJll, 6068/ ..J.QJ.. :22"X36"MIN : t= - IL ~~5068 rr-""'"" f-- \ _~I" I- ,_______________J t= _ V- t= 3" OOD ~lf' ~ I-- = t= 1f4'11--~ KNEE WALL ~ == G0 r- 3'-10" 3 -10"1 ~-o/r- '--ABOVE 2 CAR GARAGE "'1"' "2" E __ 41-- __ _ENTR'Y t= -'2K' ( .L V L " = :-- ( D\ " 8' CEILING A.F.F. \ S-L ^ S-L ) ~1-- = S-6 = 12' CEILlr--G ~I /\fJ} 1/2" DRYWALL ON FRAME WALLS "-----/ "-----/ - - A.F.F. 1--1/ R-11INSULATION IN FRAME WALLS t= == 00 BEDROOM 4$2 == 1-================ ==== it (f8G\ 1/2" CEILlI\:G BOARD ON CEILING ~ ~ ~ PAINT ALL c- ~ ~ ~ ~\~I"Cr--l~"-O" f2K\ = L, :11 ~ SEE SPECIFICATION SHEET FOR EI~ ~. CARPET \8J ~ i;2~XF~~T~t ~ ~U ~--------_----~=I~~~~~~~~~~=~~~-----------------~ t= f- I-- PLATE I=-~---------------'~---+- ~ ~ ~~ 1-, II- NOTE: CENTER '::J' I- I : l- I- I I I-- ~ WINDOWS IN BAY f":S- ';J t= : : t= 0'0',(. EGRESS nV)-J 10 t= : : t= -t' ? i1 fll :: II '7v ~ : ~ q: I-- r- : (5 \ I'- I f-- HOSE 25 SH t j'/ i\ S-8) TYP. : ~ BIBB I-- , ~ I I- 1 I-- I I I-- 3'-0" 3'-0" I-- , : ~ r- I I '-- I- I iI' 160700HGD II r1- - ll.-- 0.: I 2(/) W~ f-('.J q i'- 5'-8%" 6'-1%" 13'-10112" r- I, " - - - - - - BEDROOM 4$3 (8f\ O? \2D lr- I (/) L.() M 0) N ~ L.() ....., , ~ 10 ~ ~ ~ 10 , , 3'-2" 6'-0" 2'-0" l " 16'-0" 12'_0" ~v 3'-2" 12'-4" 7'-8" 20'-0" 40'-0" Note: SEE SHEET S-9 FOR DOOR OPENING SCHEUDLE SEE SHEET S-14 FOR WINDOW OPENING SCHEDULE SEE SHEET S-2 FOR LINTEL SCHEDULE FLOOR PLAN SCALE 1/4"=1'-0" ~ ~ C':J 10 M 0... W f- (/) ~w ,<..:l . ~ 0)0::: M<( <..:l o f- 00 , o ('.J WALL LEGEND FRAMED WALL 2 x 4 U.N.O. BEARING WALL INTERIOR SHEAR WALL II I I I I I I 1 I I I I I I I I I I I I I I I I I I I I MASONRY WALL/ SHEAR WALL II I I I I I I I I I I I I I I I I I I I I I I I I I I II MASONRY SHEAR WALL INS. W/ FURRING A TC NOTES q o ~ AREA T AE3ULA TION BASE PLAN ATC 1ST FLOOR 1709 S.F, GARAGE 409 ENTRY 51 COV.LANAI 115 TOTAL 2,284 S.F. REFER TO SHEET S-9 FOR OPENING SCHEDULE CONNECTOR TAKEOFF BRISTOL GRANDE 2003 QUANTITY 14 10 22 12 110 2 15 57 57 13 5 1 2 7 9 9 2 2 8 USPIO SPT4 RT16 KTS12 L TSA30 HTA16 N/A RT16 SPT22 SPT24 MP34 LSSU28 MTW16 HTA20 HTT16 U24 LUS2x6 LUGT2 HUSC412 LSTA22 SIMPSON 10 SP4 H8 MTS12 L TSA30 HETA16 HHETA20 Hl0 SPl SP2 A34 LSSU28 MTS16 H ET A20 HTT16 U24 LUS2x6 LGT2 HUSC412 LSTA22 UJ U I- o Z w '-' <( I- o o LL UJ 0::: <( :::> o (j) W 2 u..<(0::: '00:::0 W u..LL. f-w f- <(02Z ~-O::) X~O:::O 0::)LL.0 O:::OZO o..."",w<( o...""'~f- <(0<(0 wO:::f-z O:::LL.w <(zo:::O OW<(O W~(f)O f-~ZZ o 0<( ::)w-w ao:::(/)"", <( Z "'" . ~(f)w<(z c..:;lZ~B:Q ~QOof- 0(f)0:::f-() oEiJO~::J LL. "",a: 00... w-"=woo... o:::of-ffi<( <(-1z -1 :J-1-,0:::-1 a(f) <( (f) 0 ~ 0::: -1 -........:> -1w:;;!o>- -1>~zo::: <(0;;::.<(0 CI) Q)a)-1 CI)~~ Q)._ 0 Q)CJ(f) ~ ~ ~ I CI) ~ CI)~o... Q)C[3 - 'OJ) IT: (U.- - ::) ... (I) ~ a:l Oa)w e"CO ~il' ~ c::=:J 0 ~<(cn (f) W o c..:;l Z o -I -1 <i: 0::: f- 2 o (/) (f) W S(Y) ~x a:l 0 u.. <( W i'- 0 LL. c..:;lN (Y)~ zM 100 <( -1 ('I') 10 o:::u.. NN o . 06 .~ coco (f) 0... co co L[) 0 r-:. r-:. ~o... 00 O)<(~~ ~ ~ ex) 0 f-. (f) 3: ~ z c..:;l Z W <( (Q ~ ,.: ZOO::: N r.D w, (f)__0 Oy-f~ z ffi~!;;:8 w~~ii 0 w;"(~c..:;l :::r:I~, j:: ~u;-z f-f-...JI.I.I ::) c..:;lo::uo o:::u..u.c. ..J zW15:-J 00u,jz" 0 WO(f)S(f)LL.zc.1.I.I t/) wZ(f)a:lZOO ~Q Z :::r:::JzwQ::Ji=zo:: f-o<r:::r:(f)<(O:::3:::) <.!:J OLL.z,.-lf-S;wOOIXl V; <( ....... W (f) 0... 0:: ' IJ.I f-w-1Io::: -11X1.... (f) <(t:: 0<( ...J C wc..:;l0:::3MZO::: '1.1.I ..... a:l 0::) 0 <( ::) 0( c:( "'" w~f->-oOf-...JJ: C I30a::NwOO::O ::w f-O::)"",IZ:Jo(:;;:; oLl. O:::""'f-c..:;lO:::oo:: 2~tn83:entnDD Li ~ OO(/) 0-1 9-1 N- lC)I ~3 ~w ~- lC)> ~~ >-W 0:::0::: OU I-~ Zoo WI- >0 ~-I 1. SEE UPLIFT CONNECTOR SCHEDULE FOR EQUIVALENT USF CONNECTORS AND STRAPS. 2. SEE FLOOR FRAMING PLAN FOR FLOOR HANGERS. 3. SEE TRUSS MANUFACTURER FOR ALL TRUSS TO TRUSS CONNECTIONS. *DISCLAIMER THE QUANTITY OF CONNECTORS IS SHOWN FOR CONTRACTORS CONVENIENCE. IT IS STILL THE CONTRACTORS RESPONSIBILITY TO VERIFY THE CORRECT SIZES AND QUANTITIES, 0) o 10 N Z g Q . O? !;;: r= i'- N E ~1Qa: L[) ~ 10 ~il~ 0 ~. COON rl wI'-..., ~ ~~S'-1 ~ co-1~<(f- co 0..... LL."" 0::: <( 2 co::Jo . co' r-:. f- - (0 (f).::s::oo~"" Q.~::Jf-0) W ..., 0 0::: 0::: . f- L.()Q.If-WO <( 0)<(0...(f)0Z: 0 () () ~ Q) --tJ ,- z~ ~ () ,= -"U I 0)>a"J >- () - fQ ~ OOl"" <tL('() (l~ LL L ~ lU <t~1L I-~ ~ I- ;#. ..., - ----- -~ ---- iill ~I.- V" . Z () () ~ o Z W '-'enz ViI~ 0 Wf-C/)L.J:J oz en::::: <( OO-I> z:2;t:~en <("'Wcz::~ '-'''~Oo ~CZ::000 ~PWWU <(LL -'I- cz::02=LSz O:Jcz::enW ~~~O~ I LLZ:::l I-~<(<(U "!CJ) L.!)Z '0 N- ~CJ) > W 0::: z o en -L[) >0 W-........ 0:::0 Orl f--"""" <(M coo... ~O M-"""" ...,0 , ~ ~2 w o z <( O:::(Y) (!JO ....JO ON wr- ~(f) ~C2 jCO 0.. UJ ~ 0::: U >-u..z Zf-O <(z- L- ZW~ r- -(f)> O oz 0 t30<( Z ::)00 oz- OwO::: L- 0::: ~ g r- o...-LL. I ~~ ~ tr"i W W 0::: '-.J a:l I f- f-f-EiJ Of-O 0::: Z::J . >-00... >- <(I 0::: 2t::0 a.. Z 3: 0 <ro:::W O ..Jw2 o...ZO t... (f)ZI '-.J - <( (f) ~2::) SHEET NO. 0... 0::: o U w 2 o I (/) :J ('I') o o N @ 2 OF 25 LAST PLOT DATE March 11, 2005 FLOOR PLAN TYP. @ ALL CORNERS J( 2" VTR I I I I I I I I ~ 3" VTR I I I I LAv. ;, . C.O. DBL SINK W/ DISP & D/W HANSON BOX PLUMBING RI6ER N.T.S. NOTE: CONTRACTOR IS RESPONSIBLE FOR BRACING OF STEMWALL DURING UNEVEN BACKFILL CONDITION NOTE: MAXIMUM HT OF STEM WALL @ 8'-0" NOTE: REFER TO DETAIL 34/S-1 FOR TYP. STEP FTG. * NOTE: fiLLED CELL SPACING AND FOUNDATION SIZES WILL VARY BASED UPON THE HEIGHT OF THE STEM WALL. SEE SCHEDULE ON THIS SHEET FOR REINFORCING AND FOUNDATION SIZES REQUIRED. 1-STORY STEMWALL SCHEDULE STEMWALL HEIGHT (h) FOOTING DI:v1ENSION d b MAXIMUM F.C. SPACING (O.C.) IN STEM WALL NUMBER/SIZE OF BARS LAT. 0'-0"-4'.0" 10" W/ (3) #5 BARS W/ (3) #5 BARS 127.2# 6'-8" 16" 210# 4'-8" - 6'.0" 10" 20" 4'-0" 6'.8" . 8'.0" 12" 24" W/ (3) #5 BARS 374# 2'-0" NOTE: 1. VERTICAL REINFORCING IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE. REBAR NUMBER/SIZE BLOCK WALL (1) #5 CONT. TIED TO EACH VERT. REINF. BAR h" ~ COMPACTED CLEAN d" FILL )' b" I; SEE SCHEDULE -;/ FOR REINF. 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SLAB Ul /"~ ~ ~ ~ : I N ( 15,\ W/ 8" X 8" THK'N -f@36(3'\ (f) /.~: 1/ : : 1 L1) \2=Y EDGE S-l \ S-l) 23 (3 \: / : N I : ~ f- \ S-l ) I V I (15\ ~ i,: ~;IJ" 1 10'-0" i .1-' 0: S'.?: ~ i ~) ~f\-' \ -0 ___ ------?I~~-D-Q~~-~.?f---------- _______ _____J V : ~ (f) ...-. l.~ / / / / /'JI I ~ @J8SL". 0.' (-i5\~~~tss"~ ~~~' -- mm _;.:;,m, ~ ~ ~ /: '-a" x 3'-0" X 1'-0" ;;. I I W/4 #5 E.W. TYP. : . ,c..:;l IZ 10- ,0 '3: .-i :0 ~ 10 to IZ ,- 13: I I I I I I I ~ ":' to .-i <t -1 -I <( 3: J I I I [ I I I I I II 4" 2500 P51 CONe. 5L~B WI : -, : I: 6X6 10/10 W W M, OVEf~ 6 MIL vI5QUEEN i :~ VAPOR BARRIER 4 TREATED FOR TERMITE5:v .J : 11...---2 X 8 WALL 4'-9" : I ~ V" ,-" : V ~ - ~=~;~~~-=-=;~:- - i ~ if' --~ (P-- ,I : V II n II 'I "II :V ~'-----!-'-----!j : V SINK 11- I~ 1 :v: :v: :V: ...... I I ~ 10 .-i 00 ., ..1, 19 10 ~ ~_:-------' <f. 1 ~ , I 3'-2" 16" X 20" CONC. MONO. FTG. W/ (2) #5 RODS (CO NT) 28'-4" 7'-8" 2'-0" 16'-0" 2'-0" 20'-0" 40'-0" FOUNDATION PLAN SCALE 1/4"=1'-0" ~ ~ rY32El\ ~ S-l I7 . "-----' o ~ ~ ~ 10 .-i ~ L1) 9 to 9 to ~ 10 q 10 9 ~ C9 to ~ to ~ 10 10 C9 o N UJ U I- o Z UJ '-' <( I- o o LL UJ 0::: <( ::J o (f) W 2 LL.<(O::: '00:::0 W u..u.. !;;:w"",f- O"",Z 2-0::) X~O:::O 0::) u.. 0 o:::ozO o..."""w<( o...c::~,_ <(0<(0 wO:::f-z O:::LL.w <(zo:::o ow<(o W~(f)O f-<(zz of-o<( ::Jw-w aO:::(f)""" <(Z"'" ~(f)w<(z c..:;lz~EEo ;::Qoo~ o(f) 0::: 1-0 oEiJo~:::J LL. a:00... w2woo... 0:::0 f-ffi <( <(-1Z -1 ::) -1 -, 0::: -1 a(f) <( (f) 0 <(~ 0:::-1-"""" -1w-1O -1>~ZO::: <(0;;::.<(0 CI) Q,)a)-J CI)~~ Q,)._ 0 Q,)(.)(f) ~ ~ ~ I CI) 0 ca it Cl)co ~ '0.0 ~ ns'- - ...CI)~ OQ,)w e"Co W c..:;l 0 I Z co f-,(f) ~ ~ z c..:;lZw <(CD...! ~ (f)~Qo O:::NCD (/) . 01-0 O...!~ Z ffiz<(o w~~Li 0 w<(~c..:;l II~. f: ~ tn - Z f- f- ..J LU ;:) c..:;lO:::Oo 0:::LL.u,Cl.. ...J zw:5:-J 00'.0 w 0 (f) :s (f) LL. 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RANGE ~ KITCHEN NOTE: VAULTED CEILING IN KITCHEN 12'-0" 10 0 0 0 0 I 1/ MC MIRROR TILE TO 16" \ '- TUB , I , , , r---.....-.. rD~'''~r''''''w;: KNEE i i SPACE !_! ~ MASTER BATHROOM ~ N DC r-m-, ~ co FIN FLR. REF 7'-8" f\)"""~ MioA MC \ TUB: , , ~BATH 2 q N 8" DEEP OP'G q o ..-1 S' 00 O? to 71h" FIN. FLR. ~RCH DETAIL q 8" DEEP OP'G o O? i'- O? to 61h' 3'..0" 61h" FIN. FLR. ~ARCH DETAIL 8" DEEP OP'G ~ to S' 00 3'-1" FIN. FL DIAGONAL WALL ~ARCH DETAIL q 00 FIN. FLR. 8" DEEP OP'G OPEN TO FAMILY ROOM I 1'1 IIOPli~ -, ~ I 1.1 I i'- l...............L..........J I III I D r...............l............l Iii I III I !! I III I ==- _.............JL.......h...J O? to C:::......L..............J : [~[-] 3680 ARCH DIW SIr\K ~KITCHEN OPEN TO KITCHEN 12" RAISE BAR ~FAMILY ROOM q N 4" DEEP OP'G S' co ~ to 3'-0" FIN FLR. ~RCH DETAIL 8" ~ l1) KITCH EN AREA -0SEC. THROUGH. WALL INTERIOR ELEVATIONS REFER TO FLOOR PLAN & FIELD MESUREMENTS FOR DIMENSIONS. SCALE: 3/8" =1'-0" 8" DEEP OP'G 7" 3680 ARCH S' N S' ..-1 ~ C'I q CO '1 10 4" DEEP RECESS 2'-0" FIN. FLR. S' 00 ELECTRICAL LEGEND $ $2 $3 $4 $DM DIMMER SWITCH -9- :0: FIN. FLR. d:b o <it <it WP dlb ~ EJ ~ @) 8 ~ ~ ~ SMOKE DETECTOR c7\) FLOOD LIGHT 1__________1 FLUORESCENT LIGHTING nUn un. TRACK LIGHTING SIr\GLE POLE SWITCH DOUBLE POLE SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH CEILING FIXTURE CEILING FAN SCOUNCE ( WALL MOUNTED) FIXTURE 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT WATER PROOF WI GROUND FAULT 220 VOLT OUTLET SPECIAL SERVICES OUTLET (f) I~ o @- DISP o DISPOSAL DOOR BELL CHIMES DOOR BELL RECESSED LIGHTING LCJ ~ o CD o [@] [EBJ THERMOSTAT LOW VOLTAGE LIGHTING INTERCOM SYSTEM GARAGE DOOR PUSH BUTTON DISCONNECT SWITCH T.V. CABLE OUTLET TELEPHONE CABLE OUTLET PREWIRE SPEAKER JUNCTION BOX WATER PROOF RECESSED LIGHTING BATH FAN BATH FAN WI LIGHT NOTE6: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) -4tRT NICHE KITCH EN BATHROOM LAUNDRY ROOM EXTERIOR WATERPROOF GARAGE GENERAL PURPOSE RANGE 44" AFF 39" AFF 36" AFF 12" AFF 42" AFF 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTEr\DED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDAr\CE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE, SECTION 905.2 6. PROVIDE AFCls (ARC FAULT INTERRUPTERS) IN ALL DWELLING UNIT BEDROOMS PER NEC, SECTION 210-12 ~-----------------------i~~i\f~~~~~~~::::~~-~ : METERSOCKET~ ~ : I I I I I I I I I I I : 0 c::=:=J ~ : I I I I I I I I I L I I I , I i ~ 11/2" RIGID NIPPLE WITH : 2 #1 AND 1 #3 CU THW : #4 CU GROUNDING CONDUCTOR : PER NEC 1999 EDITION I I : BY POWER COMPANY I I I I \CLECTRICAL R/6ER DIAGRAM ~ NT6 ----------------------------------------- (1 \ I ~ C == ~ ,\rr = ) A,FAN ~rREWIRE ,!OPT.I E) \ \ " / _A ___ ~ "\, ~ \ I Y '" " ~ , \', C-J:(,,'rr-) )' -r'- \ '~-------------~-~AN----------J---------- I 1/ \ PREWIRE : \U~ i \~ j -9-d:b \, : ATTIC ELECTRIC "" : IF REQ'D BY CODE '''--........ ~ (1 \ I ~ C == }C ,,:rr = ) /' ~ A FAN I /' I I PREWIR~ U~I ~: I I I :/ I~ ~I I I \ I I I I / I \ " I "" \~ " " " " " -- - ---- ;- /' Ik'/ \0 ' I / / W c..:;l c.) I ~ ~ Z f-,(f) $: CD 0Zw <(CD.-4 (f)~Qo O:::NCD en . 01--0 0.-4'**' Z 0:::..... (f)CD...I 0 wZ""'O w_Ll)u. 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C - ~ , 'd: - ) _.Y\~ _ ~ FAN I \ PREWIRE U IOPT. ] --..... ~, -.............. \ ~ I I I I - -.......L _ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I , ~ _--..t:::::l... / 1/ ' ~ ~ C == ~ ~rr =) , "'- A' '\ I \ ~~IRE \ u~ \ ~, \ \ \ I ,/ ~ ~ IOPT.1 ......... "--........ ~4'------"""'" / , o : -- -- - ~- d}- - -- - : : ATTIC ELECTRIC : ~ _ JE BEQ~D BY_CODE; (1 ~I I I ==============~======= I \ \ \ \ \ \ /' / / WP @iJ: G FI ~ (D /' FOR GARAGE DOOR OPENER \ ,I, "'\ ~ ~ COACH L1GHJ:.. IOPT.1 --- -- ----------- r;: - --;;- -=- ::- - ::;, I <" III,> I I, ~ _III 1- . -! 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Z 3: 0 <(O:::W O ....Jw2 o...zo ,,(f)ZI "-' - <( (f) ~2::) 4 0... 0::: o U w 2 o I (f) ::J (Y) o o N @ OF ELECTRICAL PLAN o I N , , , , -.'l, _', __~ - ~ ): -c;' N ,,~ -'~ - - - , ~ , , I' ~ I" 2'-10" ~I 2'-10" I-' ~ " , 2lt ~~" 11 2,~ \\\ :'~ \ ~ , 1'" ~ 9'-8" ~" , !, 4" 6"~ " , , , ~ KEYSTONE 6" f1- STuccb ~~FAN I ~ '~- " ~ ~I~ L J L J r ! I J L L J L J I J L J L ~I' - - - - L J I 1 I ] I J I I L J I L J 1 J L J L J1 I 1 I J L J I 1 I I IJ , ' , I J I J I I I 11 I I 4 OFF RIDGE VENT LJ 11 I J 11 l-rl-rl I J IJ I I I II j IJ IJ LJ L J I I I I I 1 1 II I ]J lJ I 111lJ IJ LJ LJ I J I 1 I 1 11 ] I J L ~_ I I I I I I I I I I I I I I I I w :r: = 0 ~ () I 0::: - N a.. <{ , l..L. I..L. " 0 0 a.. a.. 0 0 l- I- = 00 N I I - - N 0 ~ ~ FIN. FLR_.~~ ~,_ _ 25 SH \v -------- / \ --------- 1\ o ttr-c-~ DO DO DO , , DO DO DO DO ROOF TO RUN HALF WAY INTO ARCH o o o .q I LO c.o, =c_' I' \'.... - I' ~I.-- (2) 3068 \ '\ \ 7'-5" FRONT ELEVATION DETAIL II NOTE: 1'0" OVERHANG SCALE: 3/8" =1'-0" OPENING PRESSURES INT. END o +35.8 / -38.1 @ +34.2 / -36.5 @ +35.8 / -45.0 @ +34.2 / -41.7 CD CD +32.9/-35.2 +32.9/-39.2 @ @ SEE COVER SEE COVER ~ o o -J a:l LL. o 0... o f- q 00 _, FIN. FLR. D 25 SH 0 25 SH @ 10068 SGD CD W f- <( -J 0... Z >- 0::: f- Z W u.. o 0... o f- C9 C'J ..-1 I ~ o o -1 a:l LL. o 0... o f- NOTE: ALL TRIM / BANDING TO BE CUT / SCORED FINISH J I J I I 1 I J I J I I L I I ] L 1 I I L I I I I J I I I I 1 I 1 1 1 I 1 I J 1 I * G.C. VERIFY ROOF PITCH GENERAL NOTES: ROOF PITCH VARIES PER SUBDIVISIONS (5/12 OR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. VENTILATION CALCULATION FORMULA = S.F /300 (1/300) /2 (INTAKE vs EXHAUST) * 144 (TO CONVERT TO SQ. II\CHES) = NET SQ. INCH REQUIREMENT 2283 TOTAL 548 SQ. INCHES OF 6 TOTAL VENTS S.F VENTILATION REQUIRED REQUIRED ROOF CRITERIA .12" OVERHANG U.N.O. .PLUMB CUT FASCIA .ROOF PITCH PER ELEVATION -WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) -SHINGLE LOADING r-- 4' OFF RIDGE j VENT A""~ L 4' O~F RlbGE VEN+ ~ ~ ___ ./"f I 1 I --,- --,- J I" L J I J L J JJ L~I ""'- ~12 ..........,.- I I I I T I j I J I ......... I L J I J L J L J L J J I J L~ 59 I I I] I r I J L J J I I J"'...... . I 1 I 1 i i I Iii i I I I I I 1 1 I I I I 1 I I I I I 1 r I I 1 :J""..... I I I J L I L J I J I I 1 I J I~ 111111111 I J 1 I I T I I ~ I I I J L I L J I J I I I I J I I L~ 1 I 1 I 1 I 1 I T I I I 1 I T I I I 1 I............ I j I J L J L J I J J I J I J J L J L J L~ I I 1 I I I 1 I I I J 1 I I 1 I I I I I ~ I LJ IJ LJ LJ LJ J I J LJ J IJ LJ LJ ~ 111 I] 111 I I J I I IT I I I I I I L ~ I II II II LJ LJ J IJ II I IJ LJ LJ J I~ I I I J I ] L J I J J I I I l I J I I I I J""...... 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' ...." ..... .", " .... , ... . 10..., ...'..' ....' ..... ' ...... " . ... . 10...... "..' ..... ... ' .... , ." '. . '. o 0 8F16-0B/1 T CD Y::bj' . , J ..... , . .... ... ..... '. , ,'" o 0 8RF6-0B/l CD . ;0" ... .... ";' ..... . '..... ... .", ,.... " , . .....; .. ' .." ..... . "; . '.... ... :........... ... ,. ,," 10... ' "; . ~. ':. .. ... . ........ ... ...' "..' ..... . '..... .. .". ".. , ... . ....... '......... ' ..... . ....10 ". , . ...... " ..' 10... . '. . :Q. ' , o 0 8F28 lB/l @ ROUT ~5 REBAR AT 30TTDM D F LI ~TEL CAVITY r 7-5/8"ACTL-AL B" ~O\\I~AL WIDTH BOTTO\\ REI~cORC % b- PROV DED ~ L,~EL (VARIESI MATERIALS 1. f'c precast lintels == 3500 psi. 2. f'c prestressed lintels == 6000 psi. 3. grouted per ASTM C476 f'g == 3000 psi wi maximum 3/8" aggregate and 8" to 11" slump, 4. Concrete masonry units (CMU) per ASTM C90 wi minimum net area compressive strength == 1900 psi. 5. Rebar per ASTM A615 Grade 60. 6. Prestressing strand per ASTM A416 grade 270 low relaxation. 7,7/32 wire per ASTM A510. 8, Mortar per ASTM C270 type M or S, GEr\ERAL INSTALLATION NOTES 1, Provide full mor,ar head and bed Joints. 2. Shore filled lintels as required, 3. Installation of lintel must comply with the architectural and/Dr structural drawings. 4, U-Lin',els are manufactured with 5--1/2" long notches at the ends tD accommodate vertical cell reinforcing and grouting, 5. AllliNe:s meet or exceed L/360 vertical deflection, except lintels 17'A" and longer with a nDminal height of 8" meet or exceed L/180, 6. 8ottom field added rebar to be located at the bottOM of the lintel cavity. 7. 7/32" dameter wire stirrups are welded to t.~e bottom steel for mechanical anchorage. 8. Cast'ln-place conc'ete may be provided in composte lintel in lieu of concrete masonry units, 9. Safe 'oad ratings based on rational design analysis per ACI 318 and ACI 530 10, Product Approvals: Miami Dade County, Florida Nos.03-060505 and 03-0605,04. 11, The exter,or surface of lintels instalied in extenor concre:e masonry wails shall have a coating of stucco applied in accordance wtn ASTM C-926 or other approved coating, 12, lintels loaded SiMultaneous'y with veritcal (gravity and uplift) and horizontal (lateral) oads shoud be checked for COMbine loading wit" the following equation: Appl'ed vertical load Applied horizontal load + Safe vertical ioad SAFE LOAD TABLE NOTES Safe horizontal load < 1.0 1, All va'ues based on minimum 4" bearing, Exception: Safe loads for unfilled lintels must be reduced by 20% If bearing length is less than 6-1/2", Safeoads for all recessed lintes based on 8" nominal bearing. 2, N.R, = Not Ra:ed, 3. Safe loads ore :0101 lUperimpo\(~d allowable load on the section lpecified, 4 Sa'e loads based on grade 40 or grade 60 fied rebar, 5. Additional lateral load capocity con be obtained by the designer by providing addional reinforced masonry above the precast lintel. 6, One #7 rebar may be substituted for two #5 rebars In 8" lin:eis on'y, 7, The designer may evaluate concentrated ;oads from the safe load tables by calculating the maximum resisting mOMent and shear at d-away 'rom the face of support, 8. For compoSIte lintel heights not shown, use sa'e load from next iower height. 9. For lintel lengths not shown, ~se safe IDad from the next longest length shown. 10. All safe loads in units of pounds per linear foot. 11, All safe loads based on simply support span, 12, The number in the parenthesis indicates the percent reduction fDr grade 40 field added rebar. Exampie: 7'.6" lintel Type 8f32-18 safe gravity road = 6472(15) w/15% reduction = > 6472 (,85) = 5501 plf SAFE LOAD TABLES ~~~ _____ TYPE LENGTH _____ 2'-10' (34") PRECAST 3'.6" (42") PRECAST 4'-0" (48") PRECAST 4'-6" (54") PRECAST 5'-4" (64") PRECAST 5'-10'(70") PRECAST 6'-6' (78") PRECAST 7'-6' (90") PRECAST 9'-4" (112")PRECAST 10'-6'(126") PRECAST l1'A'(136") PRECAST 12'-0'(144") PRECAST 13'A"(160") PRECAST 14'-0'(168") PRECAST 14'.8" (176") PRESTRESSED 15'A" (184") PRESTRESSED 17'A" (208") PRESTRESSED 19'A" (232") PRESTRESSED 21'-4" (256") PRESTRESSED 22'.0" (264") PRESTRESSED 24'.0" (288") PRESTRESSED ~~~ L~ 2-10" (34") PRECAST 3'.6" (42") PRECAST 4'-0" (48") PRECAST 4'-6' (54") PRECAST 5'-4" (64") PRECAST 5'-10" (70") PRECAST 6'-6" (78") PRECAST 7'-6" (90") PRECAST 9'-4" (112") PRECAST 10'-6"(126") PRECAST l1'A" (136") PRECAST 12'-0" (144") PRECAST 13'4"(160") PRECAST 14'-0' (168") PRECAST 14'8" (176") ?RESTRESSED 15'4" (184")?RESTRESSED 17'-4" (208") PRESTRESSED 19'4" (232") PRESTRESSED 21'4" (256") PRESTRESSED 22'-0" (264") PRESTRESSED 24'-0" (288") PRESTRESSED FOR GRAVITY, UPLIFT & LATERAL LOADS 8F!HT 8F8-2T 1C17? 1C17? 1')69 l,)RCI 136::1 1::1R3 1207 1207 1016 1016 909 929 835 (12 835 727 (23 727 591 591 530 530 474 494 470 (9) 470 418 (15 428 384(15 410 239 246 224 230 187 192 162 166 142 142 137 137 124 124 ~~~ ~E 8RU6 4'A' (52") PRECAST 1635 4'.6' (54") PRECAST 1494 5'8' (68") PRECAST 866 5'-10" (70") PRECAST 810 6'8' (80") PRECAST 797 7'-6' (90") PRECAST 669 9'.8' (116")PRECAST 411 8" PRECAST & PRESTRESSED U-L1NTELS 8U8 8F8-08 8F8-18 2231 3069 .,OR CI 2231 ::10RQ 3069 1966 ?561 2693 1599 1969 2189 1217 1349 1663 1062 1105 1451 908 1238 1238 743 1011 1011 554 699 752 475 535 643 362 582 582 337 540 540 296 471 471 279 424 442 N.R, NR 458 N.R. NR 412 N.R, NR 300 N.R, NR 235 N.R, NR 180 N.R, NR 165 N.R, '<R 129 8F12.08 8F12-18 4RO.'i 4R0'1 ::171Q 4605 2751 4605 2110 4375 1438 3090 1173 2622 2177 2177 1729 1729 1160 1245 890 1052 945 945 873 873 755 755 706 706 NR 783 NR 710 NR 548 NR 420 NR 340 NR 315 NR 250 GRAVITY 8F16-08 8Fl6-18 6113 6113 '1163 6113 3820 6113 2931 6113 1999 5365 1631 4360 3480 3480 2632 ? 1':1': 1 11':?<; 1 A,1 ':l 1?,17 1 <;':l':l '"'''' '"'''' 1?""- 1'>""- ~n7" H\7" 1nn? "nlV) "''' '''7(''\ NR 1 ?<;O "''' Q'iO N" 7.'iO N" 'iQP. N" .'i'iO No 4'10 UPLIFT 8F20--lT 8F20-2T '1747 '1747 4569 4.'>69 3966 3966 3508 3508 2949 2949 2694 2694 2419 2419 2102 (11 2102 1471 (15 1705 1185 (15 1526 1034 (15 1422 936 (14 1349 783 (14 1145 723 (14 1050 671 (13 968 626 (13 897 520 (12 732 446 (11 616 393 (11 531 378 (11 508 341 (10 450 F20-08 8F20-1B 7547 7547 6607 7547 4890 7'i47 3753 7547(7) 2560 7547(36) 2090 7168 (45) 3031 5381 ??II<; ':lAC/A ?O=;I':,1 ?O=;R4 ?OQ':l ?()Q':l ""'" 1A4R '''A''- 1F:A"- , ,'~" 1,\~" ,.,?F: '"'''' NR 1an? '0 n"" '0 '''?F: No 1n.,7 No A"-" No 71'.4 No F:"4 8" PRECAST & PRESTRESSED U.L1NTELS 8RF6-0B 8RF6-1B 1749 1891 1596 1756 920 1167 859 1113 901 901 755 755 466 526 8RF10-08 8RF10-18 3355 3699 3063 3699 1770 2481 1653 2342 1825 1825 1490 1490 999 999 8F24-lT 8F24-2 T 7034 7034 5591 5591 4853 4853 4292 4292 3607 3607 3295 3295 2959 2959 2571 (10 2571 1811 (15 2084 1458 (15 1865 1272 (15 1738 1151 (15 1649 962 (14 1444 887 (14 1434 (8) 823 (13 1324 (8) 767 (13 1224 (8) 637 (12 993 (8) 546 (12 831 (8) 480 (11 713 (7) 461 (10 681 (7) 416 (10 600 (7) GRAVITY 8F24.08 8F24-18 8974 8974 8054 8974 ')9R1 8974 4576 8672 3123 7342 (19) 2549 6036 (19) 3707 8360 2698 5681 3486 3486 2777 2781 2423 2423 2193 2193 1838 1838 1697 1697 NR 2245 NR 2058 NR 1609 NR 1282 Nil 1114 NR 1047 "R 884 8F28-lT 8F28-2T R':l?1 R':l?1 6613 6613 5740 5740 5077 '1077 4265 4265 3897 3897 3498 3498 3039 (10 3039 2152 (16 2463 1732 (15 2204 1510 (15 2053 1366 (15 1948 1141 (14 1718 1052 (14 1694 (8) 976 (14 1625 (11 909 (13 1562 (14 754 (12 1268 (14 646 (12 1057 (14 567 (11 903 (13 545 (11 861 (13 491 (10 756 (12 8F28-08 8F28-18 10394 10394 9502 10394 7()34 10394 5400 10294 3686 8733 (19) 3009 7181 (19) 4383 10394 37) 3191 8467 (44) 2818 4705 (37) 2163 3643 (38) 3127 3127 2805 2805 2316 2316 2127 2127 NR 2517 NR 2320 NR 1849 NR 1515 NR 1359 NR 1285 NR 1092 8F32-08 8F32-18 11809 1180Q 1()9'i1 11809 8107 11809 6224 11809 4249 10127 (19) 3470 8328 (20) 5061 8825 (14) 3685 6472 (15) 3302 6390 (47) 2536 4754 (45) 4006 4006 3552 3552 2883 2883 2630 2630 i'.R 2712 NR 2513 NR 2047 NR 1716 NR 1468 '<R 1399 NR 1222 LATERAL 8F32.1 T 8F32-2T QR()P. QR()P. 7636 7636 6627 6627 5861 58Rl 4924 4924 4498 4498 4038 4038 3508 (9) 424 534 357 3508 2494 (15 326 512 227 2842 2007 (15 284 401 178 2544 1749 (15 260 452 152 2369 1582 (15) 244 402 135 2247 1321 (14) 217 324 109 1993 1218 1954 1129 1874 1052 1801 872 1470 746 1225 654 1046 629 997 566 875 8" PRECAST W/2" RECESS DOOR U-L1NTELS (14) 205 (7) iti) N.R, (13) N.R, (14) (12) N.R. (14) (12) (14 N.R. (11 (13 N.R, (11) (13 N.R, (10) (13 NR 91 8RF26-08 8RF26-18 6493 9479 5924 9479 3402 7917 (19) 3174 7402 (19) 9448 9479 7239 8998 (19) 4091 4150 ~~~ UPLIFT _______ TYPE 8RF6-lT RRF1 O-H 8RF14-1T 8RFl8-lT 8RF22-lT 8RF26-lT 8RF30-lT LENGTH _____ 8RF6-2T RRF1 o_ni ODe' A 'IT 8RF18-2T 8RF22-2T 8RF26-2T 8RF30-2T 4'A" (52") PRECAST 905 1741'1. 2635 3522 4409 5296 6183 905 1741'1. 2635 3522 4409 5296 6183 4'-6' (54") PRECAST 867 1 R7'i 2525 3374 4224 5074 5924 867 1 R7'i 2525 3374 4224 5074 5924 5'8" (68") PRECAST 675 1,01 1960 2618 3277 3935 4594 675 1,01 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1 ?R? 1900 2538 3176 3815 4453 655 1?R? 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1()1? 1651 2204 2758 3312 3865 570 1 ()Q7 1651 2204 2758 3312 3865 7'6" (90") PRECAST 506 7Q7 1462(8) 1952 (7) 2442 (6) 2931 (6 3257 506 967 1462 1952 2442 2931 3421 9'.8" (116") PRECAST 395 491 931(12) 1301 (15 1640 (15 1980 (15 2322 (16) 395 589 1135 1514 1893 2272 2652 (#) THE NUV18ERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 8F12-lT 8F16-lT ,8F12.2T 8Fl5-2T ::117:1 4460 ::117::1 4460 2524 3547 2524 ~54 7 2192 ~079 2192 3079 1940 2724 1940 2724 1632 2290 1632 2290 1492 2093 1492 2093 1340 1880 1340 1880 1021 1634 (12) 1166 1634 680 1133 (15 851 1326 552 914 (15 686 1183 485 798 (15 599 1028 441 723 (14 543 928 373 606 (14 455 770 346 559 (14 420 709 323 519 (13 390 655 302 485 (13 364 609 255 404 (12 303 500 222 347 (11 261 424 198 306 (11 230 369 192 295 (10 221 354 175 267 (10 200 316 8RF14-08 8RF14-18 3280 5206 2992 5206 1716 4567 1600 4242 3120 3120 2459 2459 1568 1568 8RF18-08 8RF18-18 4349 6639 3968 6639 2277 6389 2124 6639110) 5048 5048 3776 3776 2253 2253 8" PRECAST W/ 2" RECESS DOOR U.L1NTELS 8RF22.08 8RF22-1B 5421 8060 4946 8060 2839 8060 (34) 2649 8060 (39) 7747 7915 5743 5743 3129 3129 LATERAL 8U8 8F8 REINF. CMU 1293 642 2135 1025 1024 1830 765 763 1365 592 591 1057 411 411 734 340 339 607 507 721 483 293 98 284 89 259 82 194 63 148 51 125 42 116 39 33 8RF30--08 8R F30--18 7567 10893 6904 10893 3966 9311 (19) 3700 8706 (19) 7360 10893(32 5623 10893 (48) 3146 5891(47) 8RU6 8RF6 REINF. CMU' 758 757 1365 694 693 1249 408 407 734 382 381 687 595 788 510 509 674 393 370 490 227 jTYP' TIE BEAM W/3000 P.S,I, CONC, W/l #5 REBAR CONT, r USP SPT4 W/(6) - 10d X 11/2 G';II'" .,.' ":1' ,.,.. ,', .;:; ::; :;: :::; ;;: ::; ;;: =- ~.. ,. ;. ";" . I .. . ...... . .. ~, .... .., . I h i. STANDARD HOOKS W/25" MIN. SPLICE I I '. '. , , TYP, FILLED CELL W/3000 P.S.I. CONC. W/l #5 REBAR VERT. _ FRAME (EXT./BRG./SHEAR) WALL 3 \ TO MASONRY CONNECTION DETAIL S-V - ////////1 / / / V V V V / / / / / / / / / / ~ V V V V V V / / / >< 1/////////1 :::>-<: r///.A I o I I D I H II I I '. '. -" -'\ L,,: ..' . .,', ,1' . ','.F . '.,I r: ., :- ., ,~ : I o C7 V V V f.L o t:7 V V V V / / / / / / x0 7 / / / / / / / / / / / / / / / / ~ o o 1 h, .. '-/ / I ::::>-< r / /.7 LINTEL PLAN N.T.S. STD. 90 HOOK I I I I I TYP. BOND BEAM 8" X 8" X 16" K.O. LINTEL BLOCK FiLL W/3000 P.S,I. CONC. W/l #5 DIA, REBN~ MIN, LA.P 25" (ACI 530) #5 REINF. ~ BAR ~ -<;> ~ \ ruu;~,~u~l I 1 '. .. , INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL I STD. 90 DEGREE ANGLE 3000 PSI, CONC, WIl #5 [YA, REBAR MIN. LAP 25" (ACI 530) l~mICATES FILLED CELL FROM FTG. TO BEMv~ WITH 1 #5 BAR MIN. LAP 25" (ACI 530) 8" X 8" X 16" C,M,U. 20" MIN LAP l' . f \::#3 OR #4 ~EINF~RCING BAR #3 & #4 LAP SPliCE 25" MIN, LAP ~~.)B'Jl' '... AY.-. .-.-.-, .xxx '<,... ~~-, "--#5 REINFORCING BAR #5 LAP SPLICE ~ 36" MIN, LAP ~ 1 1 ..""J'. ~~"..'wes.~~s :~~ ..'~"~~~~S^~S :,. , #6 REINFORCING BAR #6 LAP SPliCE 1 h, ;, #5 STD. 900 HOOK SCALE:l"=l'-O" I I I I I I TYP, DO\VEL 25" MIN. L.f~P (AC! f)30) 01 I '. . "10 "k h' ,'", ..,.' "', " . 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WI (3) 1/2" X 8" "J" BOLTS OR (3) 1/2" X 6" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS (8) 2 7/8" HIL TI TIX-DNI NAILS 1 h, : II 1 '. .,.. : 1 t: r, , ........... .;.... .. ........ .. . .... : ' "." ,": ' ..: ."; , ..: :: ". rb:; ..... .. ...... ...... ...... . . . . , ,-~ . .... #' . 10..... , ...... . 10...... . '..' ..,...... ....'..' ....'.... ....' ... '..'~'" . .,..... ' ........ . .... 10... I , SCALE: N.T,S. .. \0.', LINTEL BEAM: 0< 1 COURSE LINTEL ,::, BLOCK WI 1 # 5 BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) . ;JI]I) ,n ~,;: NON-SHEARWALL SEGMENT 1..' , .11111111111111111111.1 TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. CONC, SLAB OVER 6 MIL V,B. OVER CLEAN COMPACT. TERMITE TREATED EARTH FILL REINFORCED WITH 6x6 W1.4XW1.~ VNVF \ FILLED CELL: FILL BLK, CELLS WITH 3000 P.S,I. jGROUT Or\E #5 @ LOCATIONS SHOWN ON THE FOUNDATION PLAN A~D FLOOR PLAN, MIN. LAP 25" (ACI 530) TOP_OF SLA_B ~ r--.OTE: SECTION BETWEE~ DOWN RODS ARE CONSIDERED SHEARWALLS Ur--.LESS OPENINGS ARE BETWEEN THEM, ... -- -~,~. ., ... "I,l. .. '''l>" ' ",.<t"",C::E:.. "'," ., ,If lo. - (2" TYP. SHEARWALL SECTION \...S-V SCALE: N,T.S. - FnECAST "u" wna WI 1-#5 CONT, iN 3000 PSI CONe. @ OPNGS. 6'0" 8~ OVER. PRECI\ST "U" LINTEL f\LL OPENINGS UNDER 6'-0", HURRICANE ANCHORS\ (TYP,) \iI r.:',::- ~.:t:~-r',~, :~:~ :~:i ,~.::. 'r:; ~,' ,. ';- [. ';- . ,','.. ,','r ' . .,'. ' .' iIr>.. "... ll-..." J ..... "I... "'.. "I A ...." J. ..... j .. ~ -....:.-.-........:..... ~ -' ~' ~ SPliCES 25" MiN. 10" LAP (ACI 530 ) n "HOOK II 1 .~.~ ;...:" ~U~ :":',;f': . .......~- ...... ~i>:-- ~ 60", :-~ ""'P... .. " . .......... . ;' ... ~ < 160. .. _' ~' , " ~ 'I "" I V " I LD~ N~ "'. ill... 1 II : .. ~ h ';, REBAR BOTH SIDES FOr: . > " .'; ';. OPENINGS 6'-0" OR MOR~, h " 1 I ~... " :iI. 'r, I h, .: I 1>.. ..., '.. "a. I l>,' "" I I II h', ': h '.' I 1 " "'... ill.... . " I .... k. .... : I " I I h, ;. I., . , r~ ..~... I 1 " " " ." 1 'r . , II I I.' r ~ I II h. . " , , , " ., " ' I , .... : II ~SEE FOOTING DE.TAII.. TYP, MONO. FTG, SEE FOU~mt"-\rON PLAN 1 k FOR LOC;\TIONS I 1 \ BLOCK WALL/REINFORCEMENT \ S-2 SCALE: N.T,S. - - / 5""\ REBAR SPLICE DETAIL ~ SCALE: N.T,S, o o @ LINTEL PLAN NOTES: 1- THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY, 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH, 3- THE NUMBER OF COURSES OF MASOr\RY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWIr->.GS 4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT, 5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS, THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE, @MIN. ..l / / / / / / / / / / / / ~ NOTE: CELL MUST BE GROUTED - SOLID AT BEAM CONN. v / / / / / / / / / / / / / / / / / / / / / //1 @MIN, @ PER PLAN OR SEE ELEVATION v/ / W 2 LL.~O::: '00:::0 W u..u.. !;;:W"",f- O"",Z 2-0::J X~O:::O 0::)LL.0 O:::OZO o..."",W<( o..."",~,- <(0<(0 wO:::f-z O:::LL.w <(zo:::O Ow<(o W~(f)O f-~ZZ o 0<( ::JW-w 00:::(f)"", <( Z "'" . ~(f)W<(Z <.:lZ~B:Q <(000f- 5U'i0:::f-C) oE5Q~:J LL. "",0::: 0 0... W ""'w 00... o:::of-aj<( <(-1~ -1 ::)-1 ,0:::-1 a(f) <( (f) 0 <(~ O:::-J-........ w-JO ::J>~ZO::: <(0;;::.<(0 , -:'; 1." "'... .... 1,&' to . <" lo., , . ..s,.... ' I : 'I ~ Y ;to: ~ 'f" ..:' '1..-: I Ii, < ....' ...... , I. 1 I I ~ ,. '0; ~ ~). .. I II "";to,,A..~,lIo.;": I Ii'" "~It.~... ~..'t"'~..~:... ',,"'" 10.' '. I I :""-"" I ~~:; ! //~I : I "-,.., i....." ;..-' I Ii"", i r............. / I Ii....., i I ~ /' I II i -",,< v,,,/ /J 1-..,...,. i "-,. 'I' / I: "........... i "-" i ......, i ......... I: "" /1 : ......,... : Ii............ 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LLI tnw~!:::o:::o~C:O...l Q W~O:::3:MZo:::c(LU < enw::)>-8<(::)...Ic( ,.... W-Jf--1NOf-o::J: ..... ~30~~:r:~~c(~ ~ O:::""'f-<.:lO:::OC::: 0 8~tn8~<ntnDO Li . (#5 nESAR AT lOP \\I~. (~) REQ'D _ ,<1. ':~ r. ',~f-- -~11/2' C'_CAR ....." '...'''~ Jl - ~"; :-p~"" . I" - ........t.,;'....f-- _....,.........'..'~ - ~::~~ ...~::..; r-~c.~.u. _.:.,<f" "......:iit.,,:~ -.,.' ..1,.' I-- '" ....' ",'" .... ~ .:. ..... ... ."1 . ;,1';':;~j:<- . ....' I , JI4"f 10.... .. . .,.... ..~.b;.... \ SIMPSON HUC4l2 w/(16) _3/16" x 23/4" TAPCONS TO MAS. WALL & 10-10d TO BEAM ~ oo(/) 0-1 9-1 N- L.!)I ~s ~LLI ~- L.!)> ~~ >-LLI 0:::0::: OU I-~ Zoo LLlI- >0 ~-I - I 4.2\ BEAM/WALL CONNECTION "-S-2 I MAX. CAPACITY - 3640# DOWN; 1810# UPLIFT NOT TO SCALE - C"J(/) I1)Z C"JO ~(/) > w 0::: Z o en -L!) >0 W-........ 0:::0 0..-1 f--"""" <(M coo... r.D0 10-"""" ..-10 '~ 22 w o z <( 0:::(1') 00 -.JO ON wJ- ~(f) ~o:: zaJ :5 0... SHEET NO. S-2 25 LAST PLOT DATE March 11, 2005 ~@ c:::JO <(CO -1 <i: 0::: f- 2 - ~ , (f) w o 0 058 tE~ w r-- 0 LL. c..:;lN (Y)~ Z 10 10 0 ~-1('1')(Y) o:::u..NN ~~-gg (f) 0... Of Of LD 0 i'- i'- ~ 0... 00 _ 0)<( ~~ 0) o 10 N o Z co 0 co f- ..: ~ It f- 0 .-' E o;;t~ 2 ~~ - ~, en 0 N ~ ~~ Q) ~ ..-1 uJ'f .J:: ;:~-1W : ro-1~<(f- ro 0.....LL...-10:::<(..-12 CO::)O 'ro~f--r.D (f)~00~~ w., 0. ~ ::) f- '-" ..-1 0 0::: 0::: . f- LD o.:r:f-WO <( O)<(o...(f)OZ 0 o o \.\) Q) ~ ,- Z~ ~ o_'=! - 0 I U),,0l -~ 0 1- > 11l \.\) () nQ){f\~ ~L{f\t 'i.()-N (L...c LL ~ r ~ 10 C -<t ~ n..- t- Q) E 3 10 t- , Z o o \.\) o ~ ~ cn~~ 0 Wf-V)W::J ozv)::::!<l: OO-I> z~t::s:V) <l:N~O::~ (.:;l,-i<l:OO ~O::ooO s:f2wWU <l:OI~Zf- 0:: f-w O::Jo::V)~ ~:;:woo:: IV)ti:Z:::J f--<l:<l:U UJ ~ 0::: U >-LL.z Zf-O - <(Z- I- Z w ~ -(f)> OZ- o WO 0 00<( Z::) 0 oziX OWo L- 0:::~-1 r- o...-LL. I ~~ ~ WWO::: '-' CO:r: ~ f-f-w - Of-U 0::: z::) . >-00... >- ~:r:o::: 2!:::O a. z3:o c:t:o:::w O ..Jw2 o...zo ''1 (f)z:r: "-J - <( (f) ~2::) OF 0... 0::: o U w 2 o :r: (f) ~ ('I') o o N @ DETAILS I I : c I I I I I I I I I I I I I I I I I I I I tJ.'6~ ~---' =- ' \ ~ h-- \ ~ ~I -- :::---/y '/ '~- - ~ I~- 1"-- I 10"'___1 * DIAGONAL SPACEC AT 15'-0" O.C. MAX ~ - _:-) - '\ ;,;-;-- BLOCKING " r:::: ~~ -- ~..- ;--Jr ~1/ - ;-- '" MINIMUM 2"x4" "'- CROSSBRACING (SEE PLAN FOR ~ LOCATIONS) _(3) 12d /- PER JOINT ~ 00 \ 00 ~ : \_CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. - - v . . \ I I....... I --, CONTINUOUS LATERAL BRACIN NAIL OVER X-BRACE AS SHOW INSTALL BLKG. AT TRUSS WEBS FOR NAILING I , - I -, X-BRACING - 2x4 SPF OR SY wi 2-16d @ EACH TRUSS WEB CROSS BRACING DETAIL (TYP.) NOT TO SCALE - , 2 ,CROSS BRACING DETAIL (TYP ) , S-3 I SCALE: N,T.S. - , , 2A S-3 I - - G.C. TO PROVID~ BLOCKING TO COMPLY W/ APA RECOMENDATIONS FOR SPAN RATING OF 7/16" OsB. ** ALTERNATE SPAN RATED 32/16 PLYWOOD MAY BE USED 20'-0" MAX 20'-0" MAX "X" BRACE SEE DETAIL 2/S3~ CONTINUOUS OTTOM CHORD r BRACING 2 XL MIN, SEE DETAIL 3/S-3 \ / ></ E. ~ V\ A ~/ \g7 a w ~~~ ~ - q~ ~~ q '<t "- --~ >< q '<t o Z W 0... I ----"'- ----- ----/ --~ -~ ~ q '<t ~ ~~ ----g es ----~ ~ q~ ~2 q ~ >< q '<t q~ ~2 >< ;?( 11--- 0- w a W L TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX, FOR FIRST (4) ROWS OF TRUSSES i\OTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MAY BE REQUIRED 2) "1" BRACING MAY BE USED IN PLACE OF PERMANENT _ BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. r 4 ,REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN ~ AS PER HIB 91 TRUSS NOTES: REV, 7/19/03 SCALE: N.T.S. 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPl-2002 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHII\G IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES, THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS COI\CENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS, 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERALBRACING SPECIFIED BY TRUSS MANUF, SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O,C, MAXIMUM, 3, ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED WI 2-16D NAILS AT EACH TRUSS INTERSECTION. 4, ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT, SEE TYP. TRUSS BLOCKING DETAILS CONV FRAMED RIDGE TYP. HAND FRAMING ABOVE TRUSS-, . 2X4 STUDS & PLATES AT 2'-0" O,C. MAY BE NAILED wi MIN. EACH DIRECTION TYP, U.N.O. (4) 12d WHEN IT LANDS NEXT TO PRE-ENG TRUS -2x8 BLKING. NAILED @ EACH . SIDE wi (3) 12d NAILS WHEN REQUIRED wi (2) USP MTW12 WI (14) - 10d X 11/2" EACH //,.-2X4 BLOCKIr\G I\BETWEEN EA. TRUSS 2X4 DIAGONAL AT 8'-0" O,C, .... A MAX & EACH END ALTERNATE I I DIRECTION TYP,~ .7' '\. 1 \ ~ I X X I \~ ' VERTICAL SCAB 2 x 6 #2 SPF 48" O,C, WI (4) 10d TOP & I BOTTOM / OR USP RTl OR HCLRILL WI 8 - 8d IN PLACE OF (4) 10d I1\)* r--~- '"'" <~~ ~~ \ L-** ~ COLLAR TIE /- EVERY 3rd RAFTER TB D~-- ~~ 1 PRE-ENG, TRUSS CONT. ROOF SHEATHING AT TRUSS TOr CHORD AT ALL HAND FRAMED AREAS TYP, / / I .7 I x x x DIAGONAL....... AT 8'-0" ............. X ------.....::r-.... f-' ~WOOD MAX ... 7' ,&.7 TRUSS - ~ * 2x8 #2 SPF RIDGE BEAM ** 2x6 RAFTERS @ 2'-0"0,C, MAX, w/ (3) 10d COMMON TOENAILS TO RIDE BEAM I L I - / 2X4 CONT, AT} ~ T&BCHORD ~ A-A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING iWOOD TRUSS! - CONC, MASONRY STEEL OR WOOD BEARING SUPPORT - PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT ....A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 3/4"-1'-0" 9 , S-3 REV, 8/3/04 SCALE: 3/4"==1'-0" SEE -A~~e~F PLA~ ~I "EATHING .-PROVIDE 2X4 MIN, BLOCKING AT ct OF HIPIRIDGE, TYP.BETWEEN TRUSSE~ WI (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. 2X4 BLOCKING BETWEEN TRUSSES SECT. A-A , G.T. ADD 2X4 ALONGSI8;:: TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) , I 2'B\HIP/RIDGE BLOCKING DETAIL , S_~REV, 7/18/03 3/4"==1'-0" - -Jv-- Z ~ ~ -Jv- EDGE VIEW 7/16" O,S,B, EA. SIDE 2X BLK'G. TO O,S,B, W / 2 - 8d EA. END - WHEN REQ'D RECESSED PRE-CAST LINTEL I I I I I I ~ NOTE: MAY CUT BACK 2x8 P,T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN, 2 TAPCON ANCHORS TO 2x8 "'" I ~ I I '" I ~ H.~ ~~d~j; I ~/ 2x8 WI (2) 16d TOE NA~/ I EACH END ~ 7/16" OSB WI 6d NAILS ~~ I 16" O.C. TO SIDE & TOP NAILER' I I I I I I I )" D BLOCK TIEBEA IVI 1#5 REBAR U.N.O. -J -l <( 3: :::J ~ u t- O ri o f- 0.. :::J - I I I I I I I 2x4 SPF CONTINUOUS BLOCKI G ATTACHED TO 7/16" OSB W/ (2) 8d NAILS. StE DETAIL A80V x8 P.T, WI TAPCON HW4-2 4 (1/4"x2-3/4") @ 12" O.C, MAX 10'-111J1" MAX WINDOW OR DOOR OPN'G I 10 , S-3 DET. @ ARCH WINDOW FRAMIN( I CMU WALL 3-17-04 SCALE: N.T,S. - - I 11 , S-3 PRE-ENGINEERED OVERLAP TRUSS BRACING WOOD TRUSSES \ -; AT LEAST ONE TRUSS \ SPACE 6" OVERLAP I . . I\MINIMUM (2) 16d PER JOIN\ . \l~MINIMUM 2"x4" SPF OR * SPACED AT 15'-0" MAX SYP TRUSS BRACING w ~~ * 2 -1 ~ c:=:J 0 u..<(0::: Cl)1O <( "00:::0 Z W u..u.. Q,).- 0 ~<(CO !;;:w2f- o Z Q,)U en 2-0::) ~~ (f) UJ X~O:::O W (f) U 0::)LL.0 u.. 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IJJ (I) WZ(f)OJZOO ~Q Z I::)ZwQ::Ji=ZC: f- 0 <!: I (f) ~ 0::: 3::;) e" OLL.zo:f->wooc:J en <( IW(f)o...c:...; UJ tnw~t::O:::o~c:J..J C w""0:::3(Y)zo::: 'IJJ _ OJ o::J 0 <( ::) c:( c:( ..... w::Jf-~~Of-i2x C ~3:0~~I~~c:(~ Q2 O:::""'f-""o:::o.c: 0 8~tn8~u;tnDD Li @ TRUSS BRACING OVERLAP 3 DETAlLlIYfJ S-3 SCALE: N,T.S. -r\r-- ;g: 7/16" O.S,B. EA. SIDE 2X BLK'G, TO O,S.B. W / 2 - 8d EA. END ~ "----"" ~ -lIv-- EDGE VIEW SEE 6jS- FOR CONN. (3) 166 COMMON NAILS(TYP) \ ~ \\ ~ \\ "'--HEADER PER LOCATION '" " ~/////~ ~~,,/// ij ~~<< ~~1 7/16" OSB WI 6d NAILS @ ~ 16" O.C. TO SIDE & TOP NAILER ~ 2x WI (2) 16d TOE NAILS ~ EACH END TYP. 2x4 SPF CONTINUOUS BLOCKINGJ ATTACHED TO 7/16" OSB WI (2) 8d NAILS. SEE DETAIL ABOVE 7'-0" MAX WINDOW OR DOOR OPN'G DET. @ ARCH WINDOW FRAMING FRAME WALL 3-17-04 SCALE: 1/2" == 1'-0" . ~ ooCl) O--.J C?--.J N- L()I ~3 ~W ~- L()> ~~ >-W 0:::0::: OU I-~ Zoo WI- >0 ~--.J 0) o 10 N o Z CO Q ...: CJ? !;;: f- i'- N E ~~iX i8 ~ ~ ti:j~ 0 VJ LL.zf- N .9 10 LD t3 ~ .....i CO 0 N z,~ .-1 Ot~~~:: .J co::) 0 , roO r-.:. f- - (f)..::.::00~0) . .-1 g-~~5:: . f- LDQ.If-WO<( O)<(o...(f)OZ 0 o o ~ Q) -P ,- z~ ~ o -d I I (j))~f >U)~o QQ)r<)~ .....rL.r<)t '4..0-('/ lL-e LL ~ r ~ l\J ~ '<t d) {L ~ t- Q} E 3 l\J t- . Z o o ~ o z W '" Z v;CQS2 0 Wf-(/)W:J DZ(/):::!<t DO-I> z:2:f:::~(/) <tNWo::U:; "'''~OD ~O::DDO ~OwwU <tl.l..I-lf- O::Of-L5z D:Jo::(/)~ ~~~DO:: ~~<t~G Z o (f) >i8 C\l (/) W-........ 0:::0 LD Z 0.-1 Of- -........ C\l ~(Y) -rl (/) ~ ~ > (")-........ W .-10 , ~ 0:: i8 2 lLJ o z <( ~ Cl::(Y)0 00Z --.JO ON w~ ~C/) ~o:: zC(l :5 a.. UJ ~ 0::: U >-u..z Zf-O - <(z- ZW~ -(f)> oz- woO ~0C3 oz- OwO::: L- o:::r=g r- o...-u.. :r: ii! ~ ~ '1""1 W W 0::: '-' OJ I f- f-f-EiJ - Of-o 0::: Z::) . >-00... >- <(IO::: 2t::0 0... 3:0 ~o:::W O -.Jw2 o...zo ,....(f)ZI '-' - <( (f) ~2::) SHEET NO. 0... 0::: o U w 2 o I (f) ::) M o o N @ 8-3 OF 25 LAST PLOT DATE March 11, 2005 DETAILS TRUSS DESIGN NOTE: TRUSS @ END OF CROSS BRACE TO BE DESIGNE FOR ADD'L 70 PLF UP & DOWN TOP CHORD DROP GABLE END TRUSS & LOOKOUT RAFTERS FOR O.H. GREATER THAN 12" FOR 12" AND UNDER - SPACE OUTLOOKER BLOCKS AT 24" O.C. 2x4 SPF CROSS BRACE @ 48" O.C. - NAIL w/3- 10d AT EACH END & AT CROSSING AT 451(. ANGLE SEE STRUCTURAL NOTES AN NAILING SCHEDULE FOR, SHEATHING DETAILS I , , , , , , , , , , , , , 2X6 BRACE,NI\IL~D TO SIDE ().IZ' GABLE TRUSS,WEBS' , , , , , , , , , , , , , , , , , ' , " , , , , ,,\ ;- , I , ;- .. V " ;' , " , ... , " , , , , , , , , , 1"RUSSE " GABLE TRUSS 2X4 SPF BLOCKING @ :', PANEL EDGES WI (2) 16d l ", NAILS EA. END TO TRUSS:', " -NAIL SHEATHING @ 4" O.q. ", ", STAGGERED wi 8d I',' I , I , I I I , , , , , , , LST A18 - STRAP BLKG. @ 1st TRUSS USP MTW2 @ LOOKOUT RAFTERS IF APPLICABLE STRUCT. SHEATHING 7/16" MIN. THK. - NAIL w/8d COM. @ 3" O.C. EDGES & 6" O.C. FIELD 10d @ 4" O.C. , , , , , , , , , , , , , , , , , 2X4 SPF BLOCKING BETWEEN TRUSSE @ 48" O.C. MAX. , I ' I ;,,,;- I " , ,,;';- : CO,NTINjJOUS 2X4 SPF : ;i~A~p..[ING (4) TRUSS " BAYS (8 FT) NAILED TO I , I ;a4 BLOCKING @ 4" O.C. ~'w/12d & -12d TO CHORD I I I NAIL GABLE TRUSS TO PLATE w/16d @ 4" O.C. NAIL TOP OF "T" TO GABLE TRUSS w/2-12d & (1) USP LFTA6 WI (16)-8d NAILS , , , NOTCH. BLOCK @ PLATE n\ENAl,L wi 3-16d " , , , , , , , , , ... 1/2" MIN. DW CEILING NAILED w/5d COOLER NAILS @ 7" O.C. 4 BAYS 1/2" X 8" A.B. @ 48" O.C. MIN. LI NTEL -COURSE _MASOf\;RY WALL GA6LE END 6RACING w/o VOLUME CEILING SCALE: 3/4" = 1'-0" TRUSS DESIGN NOTE: TRUSS @ END OF CROSS BRACE TO BE DESIGNE FOR ADD'L 70 PLF UP & DOWN TOP CHORD SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAILS DROP GABLE END TRUSS & LOOKOUT RAFTERS FOR O.H. GREATER THAN 12" FOR 12" AND UNDER - SPACE OUTLOOKER BLOCKS AT 24" O.C. ... LST A18 - STRAP UTLOOKER BLK. USP MTW12 WI 14 - 10d X 1 1/2" @ LOOKOUT RAFTERS IF APPLICABLE STRUCT. SHEATHING 7/16" MIN. THK. - NAIL w/8d COM. @ 3" O.C. EDGES & 6" O.C. FIELD lOd @ 4" O.C. I 2X4 SPF BLOCKING @ I I PANEL EDGES WI (2) 16d r, NAILS EA. END TO TRUSS : ", -NAIL SHEATHING @ 4" O.C. l, " STAGGERED wi 8d ", ", , ' , , , , , , , , , , , 2x4 SPF CROSS-BRACE @ 48" O.C. - NAIL w/3- 10d AT EACH END & AT CROSSING AT 4:)'1(. ANGLE GABLE TRUSS I I I I I I , I , I ,- : CO,MTIN)dbUS 2X4 SPF : ;JPANNING (4) TRUSS I' BAyS (8 FT) NAILED TO I I dx4 BLOCKING @ 4" O.C. I ' ,'w/12d & 2-12d TO CHORD I I I NAIL TRUSS BOTTOM CHORD TO 2X4 DEAD- WOOD w/16d @ 4"0.C. NAIL TOP OF ''1'' TO GABLE TRUSS 12-12d & (1) USP MTW12 wi 14-10d x 11/2" , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , 2X4 SPF BLOCKING BETWEEN TRUSSE @ 48" O.C. MAX. I 1/2" MIN. DW CEILING NAILED w/5d COOLER NAILS @ 7" O.C. NAIL DEADWOOD TO TOP PLATE w/16d @ 4" O.C. 4 BAYS USP LSTA30 wi (22)-10d @48" O.C. GA6LE END BRACING w/o VOLUME CEILING FRAME WALL 2x4 @ 16" O.C. (TYPICAL) REV. 9/30103 AS SCALE: 3/4" = 1'-0" 1~ I . . . , . " ' lOd @ 8" a.c, STAGGERED EACH MEMBER (TYP,) r .... CRIPPLE STUDS @ 16" O.C. BETWEEN HEADER & TOP PLATE WHEN APPLICABLE WI USP SPT22 AND USP SPT24 TOP AND BOTTOM EACH STUD (2) 2X12 NO.2 SYP HEADER w/7/16" OSB SPACER UNLESS NOTED OTHERWISE ON PLAN BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT (2) FULL-LENGTH STUDS AT EACH SIDE OF OPENING TRIMMER STUDS: (1) REQ. EACH SIDE OPENINGS UP TO 6'-0" WIDE (2) REQ. EACH SIDE OPENINGS 6'-0" TO 12'-0" WIDE FRAMING AROUND OPENINGS SHALL BE NO.2 OR BETTER SYP SEE PLAN FOR ADDITIONAL SECTIONS REQUIRED (2) 10d TOENAILS OR (2) 16d Et\DNAILS EA. STUD NOTE: SEE PLAN DETAILS FOR CONNECTIONS THAT MAY BE REQUIRED FOR SHEAR ANDIOR UPLIFT FORCES TYP. FRAMING @ EXTERIOR DOOR OPENING SCALE: N.T.S. , . ~, ' r l~ · . . . , . " ' CRIPPLE STUDS @ 16" O.C. BETWEEN HEADER & TOP PLATE WHEN APPLICABLE WI USP SPT22 AND USP SPT24 TOP AND BOTTOM EACH STUD (2) 2X12 NO.2 SYP HEADER w/7/16" OSB SPACER UNLESS NOTED OTHERWISE ON PLANS BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT (2) FULL-LENGTH STUDS AT EACH SIDE OF OPENING UNLESS NOTED OTHERWISE ON PLANS TRIMMER STUDS: (1) REQ. EACH SIDE OPENINGS UP TO 6'-0" WIDE (2) REQ. EACH SIDE OPENII\GS 6'-0" TO 12'-0" WIDE FRAMING AROUND OPENINGS SHALL BE No,2 OR BETTER SYP USP MP34 EACH END, TYP. - DBL. 2x4 SILLS FOR WINDOWS CRIPPLE STUDS @ 16" O.C. WI USP SPT22 AND USP SPT24 EACH STUD 10d @ 8" a.c. 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SHEET NO. 5-5 25 LAST PLOT DATE March 11, 2005 OF () () ~ Q) ....... -- z~ ~ () -ti =T 0):>(J1 ).- () -111~ OQ)('(1 -<{L('(1 (L~ LL L ~ 1\1 ~~~ 3 1\1 f- . Z () () ~ o z w ~ z Cii:QS:2 0 Wf-(/)W::J oz(/)=:!<t O-I> ~~t:::!:(/) <tNWo::~ ~'""'~OO zo::ooO :::Owwu <tLL --'f- o::o~15z O::Jo::(/)~ ~~~on:: ~~<t~i3 UJ ~ 0::: U >-u..z zf-O ~Z- I- ZW~ -(f)> O Oz 0 t30<( Z ::100 oz- owO::: L- 0::: ~ g r- o...-u.. ::c ~3~ wwO::: '-' aJ I f- f-f-EiJ Of-o 0::: Z::J . >-00... >- <(I 0::: 2!::O 0.. 3:0 ~o:::w O ..Jw2 o...zo i""\ (f)Z I '-' - <( (f) ~2::) 0... 0::: o o w 2 o I (f) ::) 10 o o N @ DETAILS (2) SYP#2 TOP PLATE 2 ROWS 8d @ 6" O.C \ 8d NAILS @ 6" O.C, TO BLOCKING \ tx;: I I I I I Il~ (2) 12d NAILS~ / TO BLOCK~ING V USP- V 1 TRUSSES SUH24 ~ ----- 2X4 BLOCKI~ ~ S~R~~U~A-L SHEATHING AT EA. ROOF ..........--l.--1 (MIN. 7/16"). NAIL w/l0d @ PANEL JOINT AT USP SPT24- .............-3" O.C. EDGES STAGGERED 48" O.C. MAX @ EACH STUD ~ & 6" O.C. INTERIOR - EXTEND TO ROOF SHEATHING --- 1/2"x 12" A.BOLT 6" FROM ENDS 2x4 SPF STUDS--- THEN 32" O.C. - OR 5/8" w/8 1/2" @ 16" O.C, /EMBED WEDGE BOLT 6" FROM ENDS USP SPT22 /' THEN 32" O.C. W/#3 PT SYP @ EACH STUD ~ BASE PLATE '4'4'4'4'4'" '-'~~b.~~:o._~:o._~:.,,~. .:~. SEE PLAN FOR DIM. .. ~ ,. ~ ,. ~ 11' ....~~.~:/~~~ ... ... ... ... . =3 '~,t.~4 '~,:':~;'i~~,"'i~~,"i~~,T'"-'~lr.a N ~ '. . 'P . ~'. O..,p . '," ..-1 2 ...,...,...,~ 4,,1 16" I ;-r---- SEE FND. PLAN ~ I, Y I... FOR FOOTING SPECS. _ INTERIOR SHEARWALL @ TRUSSES (18'STEP-DOWN. WALIL TO TRUSS \ S-6 J NO SCALE REV. 9/30103 AS ~ SHEAR CAP, 500#/LlN. FT. ROOF OR FLOOR SHEATHING x LSTA12 EACH SIDE @ EACH END OF WALL - (4 , 5-6 12 ~TYP) I SEE ELEV, PRE.E\GINEEREO WOOD TRUSS::S@24'0/C UPLIFT COlloN::C,OR (S::E SCHEDULE) / r DOUBLE 2"x4" ,OP PLA,:: L 7 j / 2"x4" STLDS @ 16" OIC ,. ~CRIC-\ET AS REQl.I'REO ~ US? SPT24 @ EA. STUD~ ' APA RATED STRUCTURAL SHEATHING ./ MIN 7/16" FASTE"EO TO TRUSSES WI 8d COMMa" WIRE ,\AILS @ 4' OIC BOUNDA.R'ES 6" OIC EDGES & 8" OIC FIELD ~ US? S?T22 @ EA, STUD _ ./ 2"x P.T, PLATE------ ./ 1/2' X 8' 'J" BOLT @ 24" OIC MAX""""- 8"X8"X16" K,O, BLOCK WI 1 #5 CON.; -1'/ A"D FILLED WI 2500 PSI CONCRETE 1 #5 VERT, 1\ CONC, FILLED CELL WI STD, 90 HOOK ," K,O. BLOCK :.~ .:.;:.. r\ '\.. MAI\ SPA" ROOF TRUSS I \.. UPLIFT CO"NECTOR (SEE SCrlEDULE) '- ,KNEE WALL ABOVE MASONRY WALL DETAI. I SCALE: N.T.S. 12 PRE-ENG. WD TRUSSES @ 24" O.C. ~':, 15 INSULATION BAFFLE BATT OR BLOWN INSULATION MIN. R-19 TRUSS ANCHOR (SEE PLAN) FIBERGLASS SHINGLE : ~~ ( / ROOFING FELT ~^^^^^^^^^^tr^~ ~ ~ SEE ROOFING SCHEDULE 1/2" CEILlNG:::::.:;:J ~ ~ UJJ...A..:]~ '~ -~ MET~L DRI; EDGE - USP SPT24 AT TOP ~ ~ AND USP SPT22 AT BOTTOM ~ 2" X SUBFASCIA 1/2" DRYWALL - : ~ CONT. VENTED ALUM SOFFIT OPTION: O.H. ~(2)-2" X 12" SYP BM. OR WIF85 MAXIMUM OF (3) 2 X 4 PLATES MAY BE SEE ELEV (UNLESS OTHERWISE NOTED- SEE PLAN) . NAIL @ 6" O.C. ADDED BELOW THE HEADER WI EACH W/2-2" X 4" SPF TOP PLATES PLY ATTACHED WI (2) ROWS OF 16d MIN. SPLICE 48" W/12d @ 6" O.C. NAILS AT 8" O.C. SEE 26/5-4 OR 27/5-4 ALUM FRAMED WINDOW wi SCREEN FOR MORE INFO @ OPENING /; NOTE: 40" MAX. SILL CEMENTITIOUS DECORATIVE FINISH HGT. ON ALL BEDROOM 7 j8" THICK PER ASTM C-926-98A WINDOWS. 2" X 4" @ 16" O.C. (2) 2 SILL W/2-12d EA, END WI APA RATED X ~ STRUCTURAL SHEATHING (MIN. 7 j16") 1/2" DRYWAL 7 NAIL 3" O,C. TOP & BOTTOM, 4" O.C. R-ll F.G. BATTS S-6 SIDES & 6" O,C. INTERIOR P.T. 2" X 4" #2 SYP BASE PLATE WOOD BASE ~ ~ ~ w/lj2" X 8" A,B, OR 5j8"X7" CONC SLAB ~ 20 WEDGE BOLT, w/2" WASHER @ 6 X 6 10jl0 W.w.M. ---, I' S-6 32" O.C. MIN, 6" FROM END \ ~ -----GRADE 6 MIL VIS~UE~.~;Ia" ,'.: ",..,~ _ --=- _ _ _ .-l0.? OF ~LAB -+ :~'" >"~. >~ ~ 3w : TREATED I , ;?';;,',?";: ~ g ~ ~ CLEAN FILL! ' ~:',:.',~ gs ffi , "'- SEE FOUNDATION PLAN - TYPICAL WALL SECTION \~X I'ERIOR FRAME J 8-12-03 REV. AS. SCALE: lj2" = 1'-0" , 9 , S-6 -- TYVEK - \IV ' TAR PAPER WRAPPED 6" / UP EXTERIOR FRAME WALL AND SEALED BY TYVEK INSTALLER DECO FINISH WI V STOP VULKEM CAU LKED TO ",..-- TERMITE SHIELD ~:5T,E;R.~IT~,.~~I;~~D";:7 ':,:: >'>',':l ~~,.~~ ':<:',,~ ,,'~, '>-: ,,' 'I ",. ' ' , ' ",' , ",,, , '" \0. " ". ", ..'~;. ','.. ~ i,' :, ...' ./ '"./ ..'",~ :, ",./ ,'" ~ :;- '.....' ," ~ : ,. '. "; ~ "" " p:s 2"x TOP PLATE ./ 1/4" MIN, SPACE ~~- f'1 V .___- 2"x STUD @ ..-- 24" O.C. MAX, 2"x P.T. PLATE~ 5<: I EXT. FRAM E WALL I 20 ,TERMITE DETAIL , S-6 N.T,S - - ::~ --:~:: II II II II II II II II II II II II I 7 , S-6 -- PROVIDE BLOCKING AT BEARING TYP, SEE 9jS-3 ~ ~ I €lEE PLAN ~ :~ FOR CON~ECTOR ~ I 2 _ 2"x4" TOP PLATE ~ CONST. GRADE SPF :~ ~ SPliCE MIN. OF 24" APART I ______USP SPT24 W/6-!Od TO STUD' TO TOP PLATE 2" X 4" SPF STUDS e 16" O.C. WI U5P SPT22 , U5P SPT24 EACH STUD ~ USP 5PT22 J.,;1(4)-10d TO WSTUD , 4-10d TO BASE PLATE 1/2" x 12" A307 A.B, (/:WITH 8 1/2" MIN, ~ EMBEDMENT W/2" WASHER , @ 32" O.C. MIN. 6" FROM END .- wj #3 PT SYP BASE PLATE -=!:'~-~"''";IIi'-''--;'~'-:'~:' :;t, 31/21' =~ II . 4 """c!.J " .., ." ~ :!:::, '-"':...~"':...~"':. , , ~ ._------------"'''''" II ' "0"", (. ,4." ' " JJ. ...'".. 'C... F nr LJ I~ 2500 PSI CONC. 4' 16" R wl2 liS DIA, ROD€l MiN. LAP 25" (ACI 316) _ INTERIOR 6EARIN~5EE FOUNDATION PLAN ,[4A~ w/UPLIFT e 3..&" 5TEP-nnI1JN ~6 NO SCALE REV, 3-3-04 AS UPLIFT VALUES - (DOUBLE 51DE CONNECTORS-DOUBLES VALUE BELOW) 1 (EACH CONNECTOR) EACH STUD - :;35 LBS, PER STUD - SEE PL~ TYPICAL INTERIOR ,NON-B IRI~ I SCALE: N.T.S. Kt.V, .L-~-U~ /-\~ - ~ 3 , S-6 -- r ~3/8" ~~~~I~~AIL ~I 3/8" ~: - 3/4" 11" -I 10: S ,..1/2" 'S ~ -j I ~ 11:&."1 '~--h-o _ I \ .' --.--!--cr- ,\-_~ SINGLE NAIL EDGE SPACING I DOUBLE NAIL ED~ ~JA~NG f o NAIL AT BASE 2 ROWS @ 4" O.C. Wj8d COMMON NAIL II II 0 NAIL AT TOP PLATE TWO ROWS @ 4" O.C, W/8d COMMON NAIL ~ @) NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL II II II II @ NAIL INT. AT 6" O,C. W/8d COMMON NAIL II II CD STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. II.JL Wj8d COMMON NAIL ~: CD NO SPLICE @ HEADER - NAIL SHEATHING TO HEADER W/8d COMMON NAIL@ 4" ole 2x4 P.T. BASE PLATE ,WALL SHEATHING INSTALL. & NAILING SCHED. J NO SCALE REV. 02-11-04 MD HIP GIRDER TRUSS Er\D J% (2) USP RT3 (1) AT EACH BLOCK TO G.T. & (1) G.T. TO HIP JACK 2X4 SPF BLOCKING BETWEEN TRUSSES @ 24" O.C. MAX.wj /(2)16d EA. END (TYP.) --TRUSSES SEE PLN. '- SHEATHING 2x4 SPF TO 8'-0" @ 16" O.C. RAKE CUT WALL TOP TO MATCH VAULTED TRUSS BOTTOM FILLER BLOCK AT 16" O,C. NAIL TO STUD AT WALL Wj 4 . 12d. END NAIL TO TRUSS GIRDER I 19.1,EXTERIOR NON BRG. WAll DETAil , S-6 IAT HIP CONDITION WI INT. VOL. ClG. N.T.S. REV. 3-3-04 AS TOP SPLICE DOUBLE 10d <<I', -11; ~ "~' "~. " "~ 2 ROWS 10d @ 6" OjC ~ ,/' \ NOTE: PLATE LENGTHS MUST BE V AT LEAST 8'-0" LONG. TYPICAL \-BOTTOM SPLICE OVER STU D - ~ 5 \ S-6 ,/' TOP PLATE SPLICE DETAIL 'SCALE: N.T.S. ~ VARIES w/ ROOF 'f' SLOPE X €lEE STRUCTURAL NOTE€l AND NAiliNG €lCHEDULE FOR SHEATHiNG DETAI~ x x x GIRDER SEE PLN. "'- FOR LOCATION ~ U€lP MP34 iil -...... 2'-0" ON CENTER 2X4 €lPF BLOCKING BETWEEN TRU€l€lE€l fiil 24" O.C, MAX. wi (2)160 EA, END rT,( ,) 16d NAILS AT ~.C, MAX. \ ~- I '1---~1 r:~ I I ~ u) ~ :SI-JEA THiNG J / (2) USP RT3 ---.J (1) AT EACH BLOCK TO G.T. & (1) G.T. TO HIP JACK 1 I ~~ I 2 X 4 CONT. AT 2'-0" O.C. WITH (2) 16d NAILS EACH TRUSS ~ .. , I I. JACK TRUSS ~ 'f' SEE PLN. x 1/2" €lPAC U€lP €lPT24 TOP U€lP €lPT22 BOT OF EACH STUD ", 2x4 €lPF TO 8'-OY iilI6"0.C~ tl92\EXTERIOR NON BRG. WAll DETAil \...S-6 I N.T,S. -- , I I : I 0/ ~ :\^^^^^^^^^^^~^~ /; I 1 I . 1. 1. 1 .,' ,'<- lj2" CEILING BOARD~ ~ l 3/4" P.T. NAILER ~ ~ 1\ 1/2" DRYWALl: _ l)-- ...... CURTAIN NAILER 1 X 4 P.T, @ WINDOWS 1 X 8 P.T. @ S,G.D, PRE ENGINEERED WD TRUSSES @ 24" O.C. INSULATION BAFFLE BATT OR BLOWN INSULATION MIN. R-19 TRUSS ANCHOR (SEE PLAN) FIBERGLASS SHINGLE ROOFING FELT APA RATED STRUCTURAL SHEATHING MI~ 7 j16" FASTENED TO TRUSSES PER ROOF NAILING SCHEDULE 12 MARBLE STOOL 1 X 2 P.T FURRING ~l~META~ DRIP-EDGE -- U~~,~ 2" X SUBFASCIA t--........-... '-........... CONT. VENTED ALUM SOFFIT --............. I ~ 8" X 8" X 16" K.O. LINTEL BLOCK ....O.H~ Wjl #5 DIA, REBAR & SEE ELEV, 3000 PSI CONCRETE PRECAST "U" LINTEL WI 1-#5 CO NT. IN 3000 PSI CONC. @ OPNGS. 6'-0" & OVER, 1""ll~;PRECAST "U" LINTEL ALL OPENINGS vi-- UNDER 6'-0". ~ ....... FILL CELL -1 #5 DIA. REBAR WI 3000 PSI CO:\C. ALL LOCATIONS SHOWN ON FOUNDATION & FLOOR PLANS ALUM FRAMED WINDOW W/ SCREEN R4,2 FOIL INSUL ON EXT ~_____ BLOCK WALLS PRECAST CONC SILL 1 X 4 P.T. BASE NAILER d 8" X 8" X 16" CONC. BLOCK WOOD BASE CEMENTITIOUS DECORATIVE FINISH CONC SLAB ~ FTG. DOWEL #5 DIA. REBAR 6 X 6 10jl0 W.w.M -. -..~ 18" IN CONC, -25" EXTEND (ACI 530) ~ . ABOVE SLAB. ALL LOCATIONS 6 MIL VISQUEEN ..:, SHOWN ON FOUNDATION PLAN , , ~ GRADE : ,'^ ^ .',:: _' -/ _ _ r- _ TOP_OF S~B-$ ~,. :.' "'-'.:'~,:~::~',;;:~>:,:':;:'; ~ 03:~ 0 I ' '. "", "<( N TREATED I ','e, 4e,-: uJo::: CLEAN FIL~; ......','~..::.: " co c..:;l SEE FOUNDATION - I 8 ,TYPICAL WALL SECTIODDNCRETE BLOCK , S-~ SCALE: 1j2" = 1'-0" REV.9-3-02 V1KDjmk --- UJ U f- o Z w '-' <( I- o ~ UJ 0::: <( :::> o (j) W 2 u..<(0::: -00:::0 W u..u.. !;;:~2~ 2-0::) X~O:::O 0::JLL.0 O:::OZO o..."",w<( O"'..:::~f- <(O~O wO:::f-z O:::LL.w <(zo:::o OW<(O W~(f)O f-~ZZ o 0<( ::)w-w ao:::(/)"", <( z "'" . ~(f)w<(z c..:;lZ~B:Q <(000f- t3enO:::I-C) oEiJQ~:::J u.. "",0::: 0 0... w..:::wOo... O:::Ol-ffi<( <(-J~ -1 ::J-1 ,0:::-1 a(f) ~ (/) 0 <(~ 0:::-1-"""" w-10 j>~zo::: <(0;;::.<(0 ~~-J ~ CI) ~ ~ ~ c::=:J 0 II' ~'(3 ~ ~ <( OJ ~~~~ I CI) 0 0 Cl)cag:~ Q)c8 -'ODu: g (U.- -::) -I ... CI) 5:: co <i: Oa)w 0::: "C 0 f- E ~ ~- f- (f) ~ V gs t5 -1 10 u: ~, ~~ OJ 0 LL. ~ :.... ~/ .)}. w i'- 0 LL. c..:;lN (Y)~ Z 10 10 0 <( -1 M 10 0::: LL. C';< C';< o '00 '~coco .- aJ (f)o... Of Of l!) 0 i'- i'- ~ 0... 00 (9~ 0)<( ~~ , " (j) ~ ~ ~ w <.? 0 I ~ ~ Z f-, (f) 3: fJ) - <.?zw <(<OM (f)~Qo ~~~ en 0::0f-0 <O...J OZ wZ<(o w~ll)u. W<(~c..:;l II'*!:. i= zl-~z f-f-...JLiJ ::;) (3 (f) 0 - 0::: LL. U. Q. ..J z8J1S:g oOu.iz 0 WO(f)S(/)LL.zQ.LiJ CI) wZ(f)OJzoo ~O Z I::)zwQ~f=zo:: f- 0 c:r I (f) <( 0::: 3::;) <-' u..z-.Jf->wooCO CI) o <(0... I W(f)o...o::..; : 1nw~t::O:::o~tO...J C w25O:::3:MZO:::ciLiJ c:( OJw~>-g<(~...J~ C W-10-1NOO~(.) ::::: ~3:0::)~I~:J<O::; .... 0::: "'" f- c..:;l 0::: (.) c::; 0 8~1n8~en1nDD ri . ~ oo(/) 0-1 9-1 N- L{)I ~s ~w ~- L{)> ~~ >-W 0:::0::: 00 I-~ Zoo WI- >0 ~-I 0) o 10 N o Z co 0 co S ~ ~ N i~~ ~ 8 I/J _~ N O(Y)l!)~ ..-1 i:i5oNZ; ..-1 ~~c;jWo -5 c 10 .,r - ~-1..-10:::f- (0 ou..co::)C)..-1 2 'cOr'-l-_tO (f)~00~.-1 Q.~::)I-O) W ..-1 0 0::: 0::: . I- l!)Q.If-WO <( O)<(o...(f)OZ 0 () () ~ Q) ~ .- Z~ ~ () .:= t d)\JcPt ->()tJ >(1)~(J QQ)r<1\ ALr<1t 'lQ-1" D-..r: LL ~ L ~ to (j ~ ~ 1l..- t- Q) E 3 to t- . z () () ~ o Z W <..:l Z v;~~ 0 Wl-tI)W:::J OZtI)=:!<l: O-I> ~:2't::S:tI) <l:C\lWO::~ (..:lrl~Oo Zo::ooo ~owwU <l:LLI-'1- O::OI-L;5z O:::JO::tI)1i! SQ~~oo:: i=SQ<l:~G ('\J(/) l.!)Z ('\Jo ~(/) > w cr:: Z o en -l!) >0 W-........ 0:::0 0..-1 1--"""" <(10 coo... tOO 10-"""" ..-10 '~ 82 2 - S.P,F. CONST. GRADE TOP PLATE SPLICE MIN 48" APART, ~~ ~ I,.. F II rll~lrr.= -1'- T -II' II III ~ '-'"----....--:' '"I II II II II III \. ~I II II II 1I111~ III 111111 ~ OPtN,"G III"'::" "" III ~IIIII i:Mn'" "' ~ III II III-r" III II II III 111 II III II '!:: :d} = !!: =", III I II III II FLOOR SYSTEM Lm L- -lI 11l-.Jl. '- 2x8 P.T. S LL PLATE ~ (2 STORY Oi-,LY) - SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHI~G DETAIL~~ ~LER TO ~ GIRDER TRUSS. NAIL W/2 - 12d EACI- WEB CROSSING MATCH TRUSS . BOTTOM PROFILE / ];1 [TO" - ~~HM:C~~ = ~;~: ~~~;;~;~i;~~9~_____________~~~~;~r f I ~~ OF EACH STUD 2X4 BLOCKI~G lLJ 2 0 UJ 0 0::: Z U >-u..z zf-O - <(z- <( ~ ZW~ -(f)> OZ- 0:: (V) 0 WOO 00<( (!J Z ::) 0 0 OziX OWo -I 0 ~ 0:::~-1 o...-u.. wO:::-1 0 N I 0:::3:<( '-' wwO::: wI- OJIf- - f-f-EiJ Of-o ~CJ) 0:: Z::J . >-00... <(- >- <(I 0::: zO:: 2t::0 0... z30 zCO ::so:::W 0 W~ <( o...zO .....J U (f)ZI CL -<((f) ~2::) SHEET NO. 0... 0::: S-6 0 0 W 2 0 OF I (f) 25 ::) ("I") 0 0 LAST PLOT DATE N March 11, 2005 @ DETAILS I ~ I STRUCT. SHEATHING 7/16" MIN. THK. - NAIL w/8d COM. @ 3" O.C. EDGES & 6" O.C. FIELD GABLE TRUSS NAIL TOP OF "T" TO GABLE TRUSS 10d @ 4" O.C.~ \ ; 12-12d & (1) CLIP EACH TRUSS ~ :0 SIMPSON MTS1,,2 wi (SEE ROOF "'- : 14-10d x 11/2 PLAN FOR TYPE) 1- , : FRAMEOUTTO " 10 BLOCK EDGE " ", 1\ ~ v CHORD TO 2X4 DEAD- " " WOOD w/16d @ 4"0.C. I : ", ,4 ... ~;SIMPSON LSTA30 wi . ~ 14-10d @48" O.C. NAIL DEADWOO~ TO / l ~i~T~~~;1T~/2" O.S.B. T~P PLATE w/l~d @-/ 11m STUD ANCHORING: 4 O.C. : ~ STUD TO TOP PLATE: 7/16" OSB W/8,j / ~ SIMPSON LSTA 30 WI COMMONS @ 6":ON ,:1 14-10d @ 48" O.C. MAX EDGES & 12" IN: ~ FIELD ,Y PROVIDE SIMPSON SEE PLAN HUC410 WI 10 - 16d SIMPSON SP ; , T ICOL AND 18 _ 1/4" X 2 1/4" WI 12 - 10d EA : ~ TAP CONS TO MASONRY STUD :, COL.@EACHEND SIMPSON SPl ' n .!\ WI 10 - 10d EA : ~ 2 X 4 SPF STUD ' II II AT 16" O.C. G . C . II """'-- CORD, r---i ----BUiLDER FRAME RADIUS WI E~EVS. :: AS REQUIRED ~ ~ ~ 16x16 COL BEYOND 2X6 BRACE NAILED TO SIDE OF GABL TRUSS CHORDS 4'-0" IN LENGTH OR GREATER CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE 3/S-4 FO ADDITIONAL INFO ~....... " .... ~~ ~~ ""::,, (2) 2x12 wi 1/2" O.S.B. FLITCH PLATE 7/16" OSB W/8d COMMONS @ 6" ON EDGES & 12" IN ~ FIELD ""'" ..... ~~ 2X4SPF : -1 AT 16" O.C. I I :z~: BUILDER FRAME RADIUS II II AS REQUIRED II I II II I ~___u I I I f.....J I I I I 2x12 BUILD-OUT BEYOND, SEE (6/S-7) SIM AT JAMB - (17 ~KNEEWALL @ ENTRY FRONT WALL ~ N.T.S. KNEEWALL @ GABLE I 25 ,ENTRY FRONT WALL , ' N.T.S. - USP LSTA30 w/(11)-10d ~TO TOP PLATE AND (11)-10d TO STUD. MAY BE ANGLED UP TO 10 DEG. ~ ~ ~USP LSTA24 WI (18) -lad AT ~~ ~ 2'-0" O.C. MAXIMUM \ \ 2-2x4 SPF TOP PLATE 2-#2 SYP 2x12 OR WIF85 HDR. UNLESS NOTED OTHERWISE (SEE PLAN) (3) S.P.F. 2x4 wll0d @8" O.C. EA. SIDE /1ri.d@3"0.C.TYP. EXTERIOR STRUCTURAL r SHEATHING (MIN. 7/16") USP HTT16,~ : w/lS-16d NAIL~ ~~ l.--~ - )() ) ( 1\ I \ / V\ 1/ '< , G.C. VERIFY INTERIOR ~ 1/2" GYP. BOARD OR 2x STuD; ~ EXTERIOR STRUCTURAL V'" ------- SHEATHING (MIN. 7/16") ~ VERIFY WI PLAN v----- WI 1/2" ANCHOR BOLTS ~ 6" FROM END OF EACH v----- SILL PLATE. .---.... SEE 61 S-6 , 30'\ EXT. FRAME CORNER , SCALE: 11/2" = 1'-0" v EPOXY ANCHOR WI 81/2" EMBED. INSTALL PER MFG. SPECS. _____~o. 2 P.T. 2x4 ~ BASE PLATE , 6 ,HEADER OPENING , J NO SCALE REV. 1-27-04 AS UPLIFT CAP. AT HEADER 1 STRAP EA. END - 1255# - - w c..:;l o 0::: WOOD BEAM SEE ~ PLAN FOR SIZ~ !iHt- I :) 'I I ~<':..~1V , .. " ," ..... ,I-' ~.." "'-,., ~ ....... II II I ~ :: .,:: ~ .... I I ....... II ....... II TYPICAL BLOCK__"', ~:~ WALL . --- "--;' ~' JSP HD412 TO BUILT-UP COLUMN SIMPSON LSSU28 (TYP.) EACH JOIST TO BM. CONN. A ~ SEE ROOF FRAMING PLAN FOR SIZE - M.L. HIP BEAM TYP. 2 X 10 JOIST SEE PLAN .......... ______SUPPORT COLUMN ~ BUILT-UP 2x4's OR 4x4 :I~: II :: 2) USP HTA20 I I w/14)-10d EA. TO COL. I, I, ,II l' SECTION A-A A-A v ~ 51/~ 4.!.!... ./ "7 1+11' 4" ./../ I + I 5 1/2" .././ I + I v'-/ :--1 M.L. BEAMS SEE PLAN ONLY ONE SHOWN FOR CLARITY USP MTW16 WI (14) lad NAILS :.0"'" ../'" ..........--TIE BEAM ,~/ /' 'r .. "0 ' ,~/~ DOUBLE GRIDER TRUSS SEE PLAN HEADER SUPPORT HEADER ANCHOR NO. OF JACKS & STUDS NAILED TO TOP PLATES, REQ. AT OPENINGS HEADER & JACK 2 X 4 WALL 2 X 6 WALL HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES OPENING JACKS STU DS JACKS STU DS EACH END SIZE EA END EA END EA END EA END l' - 4' (1) (2) (1) (2) (2) 2X12" 2SYP (2) LSTA 30 4' - 9' (2) (3) (2) (2) 9' -16' (3) (3) (2) (3) SEE SCH EDU LE STRUCTURAL NOTES SEE SHEET S-7A FOR ADDITIONAL S-7 DETAilS NOT SHOWN 6) WOOD: 6.1 WOOD STRUCTURAL FRAMING MEMBERS: WALL STUDS TOP & BOTTOM PLATE BOTTOM PLATE IN CONTACT WITH MASONRY I JOIST SQUASH BLOCK I TRUSS BRACING & BLOCKING FURRING & B.U.C. STRIP -SPF STUD OR CONSTRUCTION GRADE -SPF STD & BTC .#3 SYP PT -SPF STUD OR CONSTRUCTION GRADE -SPF STUD OR CONSTRUCTION GRADE .#3 SYP PT (UNLESS NOTED OTHERWISE ABOVE) #2 SOUTHERN YELLOW PINE WITH AN ALLOWABLE BENDING STRESS (Fb) PER NDS = 1250 PSI AND A MODULUS OF ELASTICITY = 1,600,000 PSI 6.2 DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE, LATEST EDITION, HIB-LATEST EDITION AND QST-LATEST EDITION. 6.3 ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6.4 ROOF SHEATHII\G: (APA RATED EXPOSURE 1) 1/2" PLYWOOD OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 REFER Tv 26/5-4 OR 27/5-4 ~ ~ ~ ~_ROWS 12d NAILS STAGGERED@ ....... ~ 12" OIC EACH FACE OR 3-ROWS ~ ~ ~~ 12d NAILS STAGGERED @ 12" OIC . ~~ ~ FOR 2"xl0" OR GREATER HEADER ........ . 'I~~............. ~ 6.5 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 6.6 8d NAILS ARE RECOMMENDED FOR ALL SHEATHING NAILING. IF .099 DIA NAILS ARE USED ALL NAILING PATTERNS SHALL BE MODIFIED TO THE FOLLOWING SCHEDULE: (SEE 7/S6 FOR LOCATIONS) 6.75/8" x 7" EXPANSION BOLT OR 1/2" x 8" A.B. BOLT MAY BE USED INTERCHANGABLY * WHEN STUD LENGTH IS LESS---" THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE Will - 10d NAILS 16d NAILS @ -...... 16" OIC TYP. ........ 1\ DOUBLE 2 X 12 NO.2 S.Y.P. 1"'- HEADER W/ 1/2" FLITCH PLATE OR WI85 JOIST HEADER. (U.N.O.) "-. DOUBLE 2"x4''-. CRIPPLE STUD TYPICAL (U.N.O.) 1\ FILLING AI\D BLOCKING AS I \ REQUIRED FASTENED TO I-- HEADER W/(2) ROWS OF 12d @16" O/C UNLESS NOTED OTH ERWISE NOTES: ~L TRUSSES MUST BE CAPABLE OF TRAi'lSFERRING LATERAL LOADS TO BEARING WALLS TRUSSES, GIRDERS, AND BEAM TIE DOWNS TO BE SIZED PER TRUSS MANUFAC- TURERS UPLIFT CALCULATIONS. ANY QUESTIONS AS TO THE SIZE, TYPE, OR VALUE OF A NAIL, STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUCTURAL ENGINEER OR ARCHITECT. BEARING WALL NAIL PATTERN: /2"X4" STUDS TYP. (:USP HTT16 WI (18) 16d NAILS AND A 5/8" EXPANSION AI\CHOR WI 6" :~ EMBEDMENT U.N.O. OR O,o~1\;, :. 81/2" AT GARAGE STEP DOWN HOLD DOWN CONNECTIONS ';tic;- NOT REQUIRED@_BEARING0.rP.T.BOT.PLATE WALLS WITHOUT UPFIFT ~ (11 ,WALL HEADER DETAIL ~ SCALE: N.T.S. REV. 10-28-03 AS. 1. PLYWOOD A:\D SIDING: ( FIELD) USE 8d NAILS @ 12" O.C. ( EDGE) USE 8d NAILS @ 6" O.C. 2. GYPSUM: ( FIELD) USE 5d NAILS @ 10" O.C. ( EDGE) USE 5d NAILS @ 7" O.C. I 41-1. @ L________________________________________, I , I , I " (J) I CD ',' : "Q)~4 n. I " ~/ I ' , 5 FT.:-----4fi.-----------ev-------------J /// , , , CD ""~ ciJ"'~1 FT - " .. , , :1" - -4-FT- -. -1;\ - -- - -- - Q) (J) '. w ---(~f4-FT. 1- Q) ROOF NAILING SCHEDULE: NAILING ZONES =? n GIRDER U TRUSS , ~2) ~~~T2 CAP = 4100LBS I I f; ~ ~ ~ I ;= ZONE 1: 8d NAILS @ 6" O.C. IN FIELD 8d NAILS @ 6" O.C. ON EDGE ZONE 2: 8d NAILS @ 6" O.C. IN FIELD 8d NAILS @ 6" O.C.ON EDGE ZONE 3: 8d NAILS @ 4" O.C. IN FIELD 8d NAILS @ 4" O.C. ON EDGE GYPSUM CEILING: USE 5d NAILS @ 7" O.C. ALLOWABLE FASTENERS CONTRACTOR NOTE: ALL DRILLED AND EPOXIED HOLES MUST BE PROPERLY VACUUM, BRUSHED, AND BLOWN CLEAN PER MFGR'S RECOMMENDATIONS TO ACHIEVE UPLIFT CAPACITY ~ WOOD / BEAM A: CEMENT COATED SINKERS B: BRIGHT COMMONS C: SPIRAL OR RING SHANK NAILS D: CLIP HEAD GUN NAILS c:: c: ? : [ -' c /MI'J. (3) 2 X 4 BUILT.UP COLUM'J ATTACH PL YS 1'1/ (2) 160 NAILS @ 6' O.C. EACH PLY, TYP. , 4x4 ""- NO.2 SYP WOOD POST (2) USP LSTA30 1'1/ 16-10d TO POST & 16-10d TO BEAM EA. STRAP (2) 1 3/4 X 111/4 LVL WOOD BEAM USP HTT16 YWI 518' SIMPS.Or--. "SET" EPOXY ANCHOR WI 8 1/2' EMBED I ~ I SEC. A - A UPLIFT CAPACITY = 4175 ~15 HIGH UPLIFT FRAME WALL { .LO \ GIRDER/BEAM CONN. "--J NO SCALE REV. 10/7/03 ~ CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE I I I ~ ~ 7/16" OSS W/8d COMMONS @ 6" ON EDGES & 12" IN -~ FIELD ............. I I STUD ANCHORING: I'-... :1 I STUD TO TOP PLATE: I r....... USP SPT4 WI (6) lad X 11/2 OR : USP SPT24 WI (6) 10d : WI 6 -10d X 11/2 : I 2 X 4 SPF I Vi' I AT 16" O.C. /V11 STUD TO BOT PLATE: I USP SPT4 OR SPT22 WI 6 -10d X 11/2 I ~ : ,.II::.:~ ~ 112" X 8" t!=/.: ~ "-- Ai'iCHOR BOLT 'r-~= @ 24" O.C. 2 X 4 P.T. ~ ~ LINTEL - BEAM @ RAISED ENTflY ,MASONRY WALL , NO SCALE REV. 12-18-02 AS UPLIFT CAP. AT HEADER - 2510# (2) - 2x12 AS SHOWN WI (3) 3/4" DIA A307 THRU BOLTS (29\SECTION AT CONVENTIONAL FRAMIN ~ \.. J 1\0 SCALE REV. 11/27 102 -- IN- I 2K , - ~ 8" CMU WALL , , - 16\ KNEEWALL @ ENTRY I N.T.S. - W LL.~O::: '00:::0 W u..u.. !;;:i!52~ 2-0::) UJ X~O:::O U o::)u..o o:::ozO I- o..."",w<( O 0...""'~1- <(0<(0 Z wO:::f-z O:::LL.w W <(zo:::O 'I"'i OW<(O ......., W~(f)O <:1- of- ~ z Z 0<( O ::Jw-w aO:::(f)"", <( z "'" . o ~(f)w<(z LL c..:;lZ~EtQ UJ ~QOo!;;: o(f)Q::f-u 0::: oEiJQ~:J <( LL."",Q::00... w ""'w 00... :::> O:::of-ffi<( o <(-1z -1 (j) a(f)::) ~ ~ 5 <e~ O:::-J-........ w-JO j>~zo::: <(0;;::.<(0 m ~ ~ ~' t'")0 ~'(3 ~ ~ <( CO ~~~(f) I CI) 0 i!5 CI)(Ug:~ Q,)c80 - 'OJ) u:: -1 ca.- -:J ....J ... CI) ~ a:l <l: Oa)w 0::: "C 0 l- E 2 ~ ~~ ~ ~ A -1 10 u:: ~...:::.. a:l 0 u.. ~ (-J.) ~ (J). W i'- 0 LL c..:;lN (Y)~ zM 100 . 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TIE-BEAM FILLED CELL W/ #5 VERTICAL (5) 1/2" DIA. x 8" "J" BOLTS 1/2" X 8" A.B. W/2" WASHERS SET IN TYP. FILLED CELL MIN. 5 PER JAMB. ~ OVERHEAD SECTIONAL DOOR TRACK W/ 3{8" X 11/2" STEE LAG BOLT WI WASHER. MIN. 6 PER TRACK TO JAMB. PRECAST L1N.TEL P.T. # SYP 2" X 6" 2"x6" P.T. WOOD JA DOOR AND CONNECTION PE GARAGE DOOR MANUFACTURER TYP. GARAGE DOOR TRACK MOUNTING DETAIL SECT. OVERHEAD GAR. DOOR INSTALL SCALE: N.T.S. FASTEN PT 2X NAILER TO MASONRY W/ 3/16" X 3" TAPCONS 6" FROM ENDS AND 16" O.C MAX. FASTENING TO WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. 2X BUCK DETAIL SCALE: N.T.S. 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'~i- 14" 4- B--~ 9-'-f -!.A' DOOR LABEL PRODUCT ACCEPTANCE NUMBER - DSI-222 FIf'W- ANCHORING OF A WOOD Ff!^,.4E UP TO 5 .... X 5'B SINGLE: fNSWING UNIT W/WO SIDEUrrS PRDDUCT ACCEPTANC~ No.: D5/222 --j r6" f - i:h wE' >/.;:j L SCRE:W 3 #1 0 x 5) 8" PHlWP.S FlJ..T HEJD 4 #10 x 1 3 4" f1.4T HCID 5' #10 x 2" f1.41 t'LAD 7 #10 X 3" F+I1U.JPS f1.4T ~ t:' I .. 2" TYP. "/2-~'1/'- -f-. 2"TYi>. ---j t- 'r'. .--1. -j.., r- . I 1 1:=:,,1 (j) CD' 7'(7 7 ~<b)~ ~'D' (i)- [1v' 30" -(7) (f)_ 'B4 ! 'B'- _ t ~ 5 1/2" ~. I (l)_ \V 30" 'C'- -'C' ......(7) ~'A' (j) ~ (j) (j) .6) ~ .....l l-. >;'"t' 1/':'..l l- . I r.\ 9 7/8" ~s:::,..~._ j r.rr 'W. w '""" ~ "U' HINCE DETAIL 1.Q1:!; WlIOI SiODJTt IS AnN:HlJ) TO ~ .JNJ4.A I@ SCRt:t. lMT iit u.sm ~ OF A RV SCRf;W W1J A ,(J) ~ ~ $l;REW SCHCf)I.JIL 'E'" ~ ~~-~IJ . . Nr LATCH DETAIL 1&JI: ~ SlOOJT( IS A7TACHW TO LATCH .,lII.WO use #8 x 1 3 / 4 " ~IUJP$ fiAT HEAD SCREWS IN S1Rh(E PUT$JI. NHJ I (4) SCREW ~f: OF I CO fflOW $c1&w S(;HEDUlL ,~ ~,;~~ --....: ~, 5 ~2" "'" ~ ......... ~~~. . t.lIK sa: LOO< _~:;;::. ~JOS ~ r'E' ~T ~ q./SWlNG THRF!;HOlD ~.t} IH,5,)IWG THIlE'5HOlO .. (~) r:r ~ BARR1rR-fRfi' Thr.aII4ld Size; up to 5'4 x (,'8 Product Acc~ptal1ce No: DSI-122 rns..:in, (wood jamb) Conftguration: 2'0 2'4 2'6 ..80 .80 +80 -80 +80 -80 x. OXO, XO. OX 2,.!( ).0 +50 -8U"'~O -80 +(,() .{,(j +<)()- .(jJ .59. -61 +50 .~>(J ':50 -6</ +j()-6I1 Sinlle Opaque W/Sidelite.s SinJ.le OJa;.,N W iSidditC!l (Door ~ not m<<t MissU~ Impact) Test' 210-1981, 210-2024 +7S .80 ~ .77 <f>O -71 WI. ~.; NIlI\ Ya pt~tS IPlJls\pro .... Lhin,Slnn. NJ 97())9 NAN VA PLASTICS CORPORATION I PLASTPRO, INC. DISTINCTION FIBERGLASS DOOR PRODUCT APPROVAL TEST RESULTS L~SWING: Opaque and Glazed Max Door size: 5'4" x 6' 8" DESIGN PRESSURES Description Single Single Single Single Single OPAQUE Door Size Pressures 2'0" x 6'8" .+80 -80 2'4"" 6'&" +80 -80 2'6" x. 6'8" +So -80 2'8"x 6'8" +SO .80 3'0" x 6'8" +80 .gO Drawinll # 99-01 99..0 1 99-01 99.01 99-01 Description Single Single Single Single Single Single w/sl 2'8".x 6'8" +60 -60 Single w/sl 3'0" x 6'S" +60 -60 99,01 99-01 Single w/sl Single w/sl ConfiguratIon: X, OXO, XO, OX rest ASTM E-no..90 AAMA 1302.5 ASTM E283-9l ASTM E33l-9? TESTS DdulDtlod Unifunn Static Air Pr essure Forced Entry Tut Locatiod National Certified Testing Lab Orllll\do. Florida National Certified Testing Lab Orlando. Florida Natiooal Certilied Testing Uib Orlando. Florida National Certified Testing Lab Orlando. Florida re.t Date 11103/1997 04/01/1998 IlJ03/1997 04/01/1998 11/03/1997 04/0 III 998 1110311997 04/01/1998 Air Infiltration W.ter Penetration Product Acceptance/Label No: DSI-222 GLAZED Door Siz!.. Pressu res 2'0" x 6'8" +75 -SO 2'4" x 6'8" +64-77 2'6" x 6'8" +60 -71 2'8" x 6'8" +56 -67 3'0" x 6'8" +50 -60 Drawinlil # 99-04 99.04 99-04 99-04 99-04 2'8" x 6'8" +50 -60 99-04 3'0" x 6'8" +50 -60 99-04 Certlfyldg Florida En~neer Tut Reporlll aDd Llcenu Nnmber 210-}987-I,Zr'l' BarryPortnoy 210-2024- 'Mil; P, E. No. 16258 210-1987 -I, 2,;' if Barry Portnoy 21 G-2{124-'i'/ r; ~ P, E. No. 16258 21 O-} ~87 -I,.!c.t:l Barry Portnoy 210-2024-if,U P, E, No. 16258 210-1987-1,2,1'1' l3arryPortn0)i 11 ~;;w-~: N::':; f ' (f/H!}; Y 11<. Dl:S(:ription Double Double Double Double Double DOOR LABEL PRODUCT ACCEPTANCE NUMBER - DDI-224 FINAL ANCHORING OF A I'tOOD FRAM[ UP TO 6'0 x 68 DOUBLE INSWING UNIT PRODUCT ACCEPrANCE No. ODI224 4" TYP. 0" \ ---j I .f-l r :n C" 14'" TYP. ~ rr-:-L ~~i ~mJ " -'A' ~.t If :: ~f- r -0 14" TYP. 30" t-f- TYP. 14" TYP. Lf- '~A~f f 6", - '- r 6" f I 'nV I ~ ,t::@ 0 , "'-'B' fJ) ---j I 1- -( -\ M;.IM 0-1 J&ClM 1 I i- f- 5 1/2" ! 'BL- -(l) -0 -~ -lL 4 1./2" -0 @= 0- 0- (l) o -"i' iIJ = (t)f Y -iG)~- 4 1/2:J J-l./z- t, 1/) L SCJ/~'" SCkOXiU 1 3 10 x 5/8" PHfU.JPS fUr Ht:AO 4 10 x 1 3/4" PHIUJpS rLA r Ht:AO 5 10 x 2" PH/UJPS rvo.r Ht:AO 7 10 x 3" F'HtLlJPS Ft.,o. T H(.<D ...... f"-"-L 7 I @:--. 9 7/8" ~tr~J @- ~fL,J . -8' HlNCE DETAiL ""~ , \J ~ ~ ,.t~ ~ <l ~::::: ~~.---~~~ =: U)Q( _ V-............ w.JI\fAC~ ~ ~ ~ -[)"' llSi!UC.J.L PLA.TE NAN VA P'LASTICS CORPORATION I PLASTPRO, INC. DISTINCTION FIBERGLASS DOOR PRODUCT APPROVAL TEST RESULTS INSWING: Opaque and Glazed Max Door Size: 6'0" x 6'8" DESIGN PRESSURES OPAQUE Door Size Pressures 4'0" x 6'8" +74 -82 4'8"x6'8" +64 .70 5'0" x 6'8" +60 -66 5'4" x 6'8" +56 -61 6'0" x 6'8" +50 -55 Drawing # 99-08 99-08 99-08 99-08 99-08 Description Double Double Double Double Double Configuration: XX Test ASTM E-330-90 AA.\fA 1302.5 ASTM E283-91 ASTM E331-96 TESTS DesulptloD Uniform Static Air Pressure Forced EntTy Test Locatron Nation.l (Aii!ie<! Testing Lab Oflando. Fl9fida National Certitie4 Testing Lab Orlando. Florida National (Aiitied Testing Lab Orlando. Florid. National (Aiilied Testing Lab Orlando. Florida Test Dale 10/0311997 04/0 [/199& 10/03/1991 0410 \/1 99 8 10103/1997 04/011l998 10/0)/1997 04/0111998 Air tntiltration Water Pen.etrati on Product AcceptancelLabel No: DDI-2H o. L- rf- 12- TYP. ~€-. 12" TYP. ~~ 12" TYP. ~~, 12" TYP, ~f- 12" TYP. +-~. 12" TYP, t-~ 12" TYP, Lf-: . II tl =- r ~::l INS"HlNG THAfSHOLD L-. 4- 12-C- 12"t;. 12",b- - ~~. [;I ~ 12- TYP. 25 1/2" "tr if 12" rp~ 25 1/2" 12"f;r h I _ L-f--:. -iA' c, ~\) /JjSWIHG rHRF>HOID (Opt;o.-l,;) ~ vv~ fl.1,Ftm fR mEI fnr..tldild DOOR LABEL PRODUCT ACCEPTANCE NUMBER - D8S1-226 FINAL ANCHt;)RING OF A WOOD FR^"'E UP TO 5'~ X 8'0 SINGLE lN$WING UNIT w/WO S10CLlITS PRODUCT ,A.CCEPTANC€ No.; 0851225 ---1 r 6" f ,. c:v cb I.. Ff!) 7 ~D' 25 1/2". . "VD 0"-'1 r 0'- 0- }--f -<D ~ -0 0- 'BL- .B..... t C?)-f- 51/2,,1 '" t ~ 0- .r'E' 0- 25 1/2". .....'-A' 13-+-f -(j) ::@ -0 r;" -.!.A' -(D 0- -7f? cP 0:- ..J W 1/2"t 4 1/2:...1 1- ~ so.t:Ol.U 3)'1i0 x 5/8" PHU.JPS FUT ~ 411 110 x 1 3/~" l'HIl./.PS FUr MO.O sll 110 x 2" I'tIUJl>$ fUr HOJ] 1J I 110 x 3" PfIlllPS RAT HlAD ... ,.. U I .- 25 1/2" t: 2" TYP, ~- r . -..oj t-' 1/2-1 · 1/2" -j 1-:1 t- 2" TYP, ~Cvc1cb~ ' -(j) "'-.'0' (j)- -(j) 0- (f)- 0- (j) -(1) '8'~ ~ € 5 1/2" f t -<V 0- _'c' _'A' 'C'- -(1) ~ M(i) (j) m~ ...1 1- I - J t- 4 1/2" f: 4 1/2';,-" -(f) ~I @)~ 97/8" ~s::rr~J Qr-~!r) . "'- ~Ir HINGE DETAIL JJIJJE; wtlE)I &OO.f1(~~ TO ~~ ~,~ ~1AJ$1' K usa> OF... 1; 5QlOr ~ A I 7 st:I!f:* ~ IlU SCHflXAE. . 'E'", ~ ~~~ /J) .I ~r L.UT:I( DETMI. ~ lltJQI SIOil.JTl: /$ "7YACHE:O YO U.rcH JNJ8 US( 8 x 1 3/4" ~ FlJIT ~lVo/) ~ w ~ f'V,~.'1>H(J I 4 SC;RCoit 'NPI.K.E OF 't1J FROIJ sc,'ifl)tJlL 'B~ .ct- .V'E' ~ I 100 Siu. up to 5'4 x S'O Product Accepunce No: 0851.226 Inswina (wood jamb) CoofigUlll,tiOO; 2~ 2'4 l6 +99 .'19 '89 -89 '&4 .&4 S in31e Opaque W lSic\oli\oS S~k: G~ WlSid<!lilr:s (Door ~ ~ med Mi>>ile lm~ I rou 2 \0-2024,4.5.6. In, 11.12 >99 -99 +S9 -89 Mf&- by: Nan Y. f'1aslics 1 ptallpro .. 84 -34 NAN VA PLASTICS CORPORATION IPLASTPRO, [[\;C, DIS'IINCnON FmERGLASS DOOR PRODUCT APPROVAL TEST RESULTS INSWL"(G: Opaque and Glazed Max. Door Size: 5'4" x 8'0" DESIGN PRESSURES GLAZED Door Size Pressures 4'0" x 6'S" +74 -74 4'8" x 6'8" +64 -64 5'0" x 6'8" +60 -60 5'4" x 6'8" +56 -56 6'0" x 6'S" +50 -50 Description Single Single Single Single Single OPAQUE Door Size Pressures 2'0" x 8'0" +99 -99 2'4" )( 8'0" +89 -89 2'6" x 8'0" +84 -84 2'8" x 8'0" +78 -78 3 '0" )( 8'0" +70 -70 Drawinl!: 1# 99-01 99-01 99-01 99-01 99-01 Description Single Single Single Single Single Test Rell<lrtll 2 to-1993 2 \ 0-2024 210-1993 210-2024 210-l993 210-2024 210-1993 210-2024 Drawinl!: # 99-06 99-06 99-06 99-06 99-06 Single w/sl 5'4" x 8'0" +53 -64 Single w/sl 6'0" l( 8'0" +50 -60 99-01 99-01 Single w/sl Single wlsl Conflguration: X, OXO, XO, OX Certlfyiog florida Engineer and LlCellSe Number Bmy Portno)' P, E. 1'0.16258 Barry Portn~y P. E. No. 16258 Barry Pormo)' P. E, No. \6258 Barry Portno)' P E. No. 16258 Test ASTM E-330-90 AAMA 1302.5 ASTM E283-91 ASTM E33 1-96 -r;'- ~ sa: wc/( "FG.."';:' INS~- ~~ -4 -c- LATCH DETAiL ~~ lif//lAC fe1 TESTS ~r111llon Uniform Static Air Pressure Forced Entr)' Test LocatIon National Certified Testing Lab Orlando. Florida National Cortitied Testing Lab Orlando, Florida National Certified Testing Lab Orlando. Florida Natiooal Ccrti /led Testing Lab Orlando. Florida Test Date 04/0 [/1998 04/0 Iii 998 Air Infiltration 04/01/1998 Water Ponetration 04/0 II t 998 Product AcceptartceILabel No: D8Sf-2Z6 ,~ \.J ~.~ '--. "~ 5~'~~~ ~ SH LOCI(~~::::--- .........,-~~ ~ c-r ..~~ '~'iG ~ ~\1 INSWINa THRf':SHCLD (~) r;r- ~ ~fl' x. OXO. XO. ox 2'g )'0 .7& -71l +70 "70 . 53.}4 ~.o I .jQ .(,O +73 -71l ,.10 .70 "5U4~.OI .50..QO LiVl.ngslon. I'll 07039 GLAZED Door Size Pressures 2'0" x 8'0" +99 -99 2'4" ,,8'0" +89 -89 2'6" x 8'0" +84 -84 2'S" x 8'0" +78 -78 3'0" x 8'0" +70 -70 Drawinl!: 1# 99-04 99-04 99-04 99-04 99-04 Description Double Double Double Double Double 5'4" x 8'0" +53 -64 99-04 6'0" x 8'0" +50 -60 99-04 Test RtllOrt ~ 2 J 0-2024- 4.5,6,10.11.12 210-2024- 4.5,6.10.11.12 210-2024- 4.5.5.10,1 Ll2 210-2024- 4.5.6,10.11.12 DOOR LABEL PRODUCT ACCEPTANCE NUMBER - D8DI-228 FJNAL ANCHORING OF ^ WOOD fR.A.ME UP TO 6'0 X 8'0 - DOUBLE: INSWING UNIT P~ODUcr ~CCEPrA!.JC[ No.' 08DI218 L- ---j 16" f 6"-1 -6" 4" rf- _ ,.. ~_ cb @ "'-'0' 12UTYi>. r:; L~, ~t-' I I -0-8 12"TYP. ~f-' 12" TYP, ~-f ~r' 12"TYP. 12..tp~' 4r ~f-' I 12"TYP. 12" fr- r0-f ~~ (2) CD Lf-.: - --.!.AI -10 T T, I .J G 1/2" L 4 1/2':-1 lL L ! 4 1/2..I f 6"---j r 1- 0:: 0- -0 =0 -0 0- 0= ~. ~51/2" 'C' ~,= &1M cf-r. ~0- 0:: -!.fl.' -(1) :::0 -0 0- I T 0- 0= 1- ..J L 4 1/2" SCR:f:W S CHf:DUU: 3 10 x 5/8" Pfilu,;ps rur HlXJ 4 10 x 1 3/4" "H'UJPS ftAT HUll 5 10 x 2" f'H1UPS FlJI r Hv.D 10 x 3" ~ rvo. r HU.D \[r I @. 9 7/8" 5 ~trrMJ (J} '-=+'--7 -,+ ~ %~'-<:IJ 11 -41 "C" LATCH DETAIL Uj -Er HiNCE DETAIL ~ ,,~ ~~~ '-........~ ~......... ti~'1 '0 ~ ~ '-.. ~ ~~ ~'-.. ~~~ INS r<f\JCTIOM ~U' ASTRACAL PLATE NAN VA PLASTICS CORPORATION I PLASTPRO,lNC, DISTINCTION FIBERGLASS DOOR PRODUCT APPROVAL TEST RESULTS L"iSWlNG: Opaque and Glazed Max Door Size: 6'0" x 8'0" DESIGN PRESSURES a G- Q- o ... ~ JN~a rHRfSHOlD ~ INS 'WIG 7}fRf'SHOt. 0 C""-) ~ AARRlrR-FRfI Thr..h<>ld OPAQUE Door Size Pressures 4'0" x 8'0" +99 -99 4'8" x 8'0" +89 -89 5'0" x 8'0" +84 -84 5'4",,8'0" +78 -78 6'0" x 8'0" +70-70 Drawin2 N 99-08 99-08 99-08 99-08 99-08 Description Double Double Double Double Double GLAZED Door Size Pressures 4'0" x 8'0" +99 -99 4'8" x 8'0" +89 -89 5'0" x 8'0" +84 -84 5'4" x 8'0" +78 -78 6'0"x8'O" +70-70 Drawiol! # 99-06 99-06 99-06 99-06 99-06 Configuration: XX Certifying Florida En&Ineer add License Number Barr)' Porn",)' P. E. No, 1625.iL_ Barry Portnoy P. E. No. 16258 Ba.'T)' Portnoy P. E. Nu. 16258 t Bar", Portno)' P. E. No. 16258 a~~, (tv Test ASTM E-330-90 AAMA 1302,S ASTM E283.91 ASTM E331-96 TESTS De,crtlldon Unifurm Static Air Pressure Forced Entry Test Location National Certifie4 Testing Lab Orlando. Florida National Certified T(Sting Lab Orlando, Florida National Certified Testing Lab Orlando. Florida National (Aii!ied Testing Lab Qrlando. Florid. TutD.te 04/01/1998 Test Rell<lrt II 210-2024- 10,11.12 210-2024- IO,I1.l2 210-2024- IO,l1.l2 210,2024. IQ.l1.12 0410111998 Air Infiltration 041011\ 998 Water PjlIl.elratlon 04/0 tll99 8 Product Ac~eptancelLabel No: D8Dl-228 Certlfyldg florida Engineer and LIcellSe Number Barry Portno)' P. E. No, 16258 Barry Portno)' P. E. No, 16258 Barry Portno)' P. E, No. 16258 aan)' Portno)' ~ '~:; ritl w U ~ o z UJ '-' ~ o o LL UJ 0:: <.( :J o (j) W 2 u..~0::: '00:::0 W u..LL. f-w L.. <(022: ~-O::.l x~O:::O 0::) LL. 0 O:::OZo o..."",w<( o..."",~ <(O<(f- wO:::f-O o:::u..wz <1:: Z 0:::0 ow~O W~(f)O f-~zz gwQ<1:: ao:::(f)w ~Z2 ~(f)w<(z c..:;lZ~ttO ;::QOOi= 0~0:::f-(5 OEiJO~-, Ll_"",~Ott w:::=wOo... O:::of--1~ <("'ZCO ;:)...J- -1 O'-J .0::: ~ (f)~~~~ -1W-105- -1>~zo::: <(0;;::.<(0 W c..:;l J: ~ ~ f-, (f) 3: IS) 0Zw <1::Y)M zO cr:N~ Y'0i=8 Q,..pt: ffiz(5o w~~rt w~f-;-;-c..:;l J:J:'*!:. ~(f)==Z f-f-...jLl.l C::l0:::S:10 o:::u..u.o. ZWo...-J 00.. WO(f)S(f)u..z~~ wZ(f)COZOO ~Q J:::.lzwQwi=zo:: f-0::iJ:(f)~0:::3::J 6~0...f->w~0Ct2 J:W(f) 0:' t/;w~t:O:::O...J~~ wc;:lO:::3:MZ~ 'lJJ co53::) 0<(::)<(<( -Jf->-OOt-...jX ~3:0o::Nwoo::() f-o:::l"", I Z::.l c(;;:; O:::""'f-c..:;lcr:()c 8~t/;8~ent/;DD . ~~-J CI)..... ~ (f) Q).~ 0 ffi Q)Uenz ~~~~ I CI) 0 ~ CI)<U[~ ~fo~ 9 CU'- i= :::> I.. CI) a::: CO O<l)w e""O ~~ ~; ~ ~ ~~W ~il' c::=:JO <(C!) J:J -I C{ 0::: f- 2 o (f) (f) W o U ~~ ~g ~~ ~~ <( -I 10 10 0::: LL. N ('J ~ ~. g g (f) 0... C9 CX? LO 0 i'- i'- ~ 0... 00 (9- 0)<( ~<;t ~~ Gi) (.) Z - 0) o 10 N 6 z CO Q ....: C9 !;;: f- b(f)~ E ~o:::o::: o XWO I/l <(wI ~ LL.~5 ;;:;:; 010 LO c..:;l <( u..l N Z '- ~~ ~ W 6 ~ C(Y)' -1w B ;::-1:;~f- () o LL. CO ::J <5"" 0 "f- c.o viroi'-C)D:..., -6. ~ ::) f= O'l W ...,oo:::o:::.f- LO Q.J:f-WO <( O'l<(o...(/)OZ 0 vi' z o i= :;) ..J o (/) Z <.:J fi) L.IJ Q ~ C ~ 9 u. <:t o o N ..., ..., o o z UJ o w - ~ ~ ::J 0 ~U1~t' Ocir-t' > I N ~ ..J D' III o LD 0 I \J) D' ~ W M \J) o 0:: M i:' o I .J :I ..J M u.U1u.r- ...l ~ <( OJ <t U1 0.. I ~~~r- Z . I- W Z [.J 0 o \J) o Z LLI '" Z v;~~ 0 LLlI-(/)LLI:::; OZ(/):::!<t DO-I> z~t=~(/) <tNWO::w "'.-1~OO zo::OOO ~PlWLLlU <tL.L ....Jf- o::O~~Z 0::J0::(/)1:l! (/)~LLlOO:: I(/)I:i:Z:::l 1-_<t<tU C'\l I!) C'\l ~ (j) Z o Cf) > W ~ w U 2 o >-ttz Zt-O <(Z- zwS!2 -(f)> OZ- WOO 00<( ::)zD DwiX Of-O [t:ri wO:::-1 0:::3:<( wwO::: cnJ:~ f-f-w Of-o Z:::l . >-00... <(J:O::: 2t:O z3:U ~O:::W -.Jw2 o...zo (/)ZJ: -<1::(f) 2=2::) w ~ <x: z z <! ......J n... (f) ....J -- <( I- w o I- o Z l- I '-' 0::: >- C- O U SHEET NO. 0... 0::: o o W ~ o J: (f) ::J (V') o o N @ 5-9 LAST PLOT DATE October 11, 2004 PLASTIPRO DOOR DETAILS MI~M. 13UlLD1.'i{j CODE Co:'l1i'U.\,-~('EOFFKr: (BeeO) PRODUCT CONTROL DJ:\'JSl();"I MJAMl. QADE COUNTY, fLORlDA MBTRO;..DA!;lB FlAGLER I}tTIJ)ING 140 WEST F'LAGJ..ER STREET, SlllrE 1603 Mt.A.\11, fLORIDA 331 )().!563 (30$) 375-2901 FAX (305) 37S.290S NOTICE OF ACCEPTANCE (NOA) .. Certaln'feed Corpo~:a'tIo-;''''''''''''''-'''''''''''-'''-'''''~'''''''-''''''M'''_''''.,..~,- HOO Un.ion ,Meeting Road tuue Belt, FA 19UZ SCOPE: This NOA is being isslled undt:r th~ applicable t\lcies and regulations gQvtrp.lng th~ 1)S~ of construction U'l3terials. The &~)Cume'ntatiQn submitted has been revle\vw by Mi;mu.Dade County' Product CQl'ltrol Division and aceepted by the Boat'd of Ru1es and Appeals (BORA) to be used in Miami Dade County and other ai'eas \vhere allowed by lbe Authority Having Jurisdiction (AHJ). 1his NOA shaH not 00 valid after the expiration date stated below. The Miami'-Dad~ Coun,ty Product Control Division (Tn .Miami Dade COUll ty) and/or the AHJ (i11 areas otber than Mi~mi Dade County) reserve the right to have this product or material tested ft)f quality assurance purposes. If tbis product or material fails to perform in t11c accepted marmer, the manufacturer will incur tlie expense of sui:ih testin~ and the AHJ il1aY irll.medjate1y revoke, modify, or suspend the use of soch product or material within their jurisdiction. BORA reserves the right to reVt)ke this acceptance, if it is ddetmined by Miami.Dade County Produd Control Division that tbis product or matcri<ll fails to meet the requirements of the a?pticabl~ b\.lilding code. This product is apl)f<)vcd as <!escribed herein, and has been designed to comply \-vith the nig.h Velocity Hurricane Zone of the Florida Building: C0\1e. DESCRIPnO~: I_audmark 30 (and~AR) (and W(d,~'rrack QB), Landmark 4~ (and-AR) (and \\'1deTnH:k QB) and Landmark 5t} (and.AR) (a.nd WiMfraek QB) LAllEL1~G; Elich unit shall bear a pCl1!unent label with the manufacturer's l'lameor logo., city, state ".nd following statement; "Miami-Dade CQunty Product Contl'ol Approved", ,mless otherwise n~)ted herein. RENE\VAL ofihis NOA $haJ1 be considered aiter a renewal application has been filed and th~'re has boon no ch,llt1g,e in the applicable building t;.ode negatively affecting t}le performance of this product, 'fER-'lINATlON of this NOA will occur after the expiration date or ifthere has bt'en a revision or chimge in !be materials, use, and/or manufacture of t..l1e product or process, ~'f isu>,e of this NOA as an endorsetnent of any product:, tor sales, advertiSIng or any other p\lrp<lws shan autornaticaHy teuninate tills NOA. FaHure to c,omply with any section ofthis N01\ shall be C'l.llSe for termination and ren1.oy'a1 ofNOA. ADVERIlS.&'l.ENT~ The NOA number preceded by the words Miami.Dade C<>vnty, Florida, and fulio'wed by the expiration date may be displayed in adn:;rtising lite.rature. If any portion of the NOAh displayed, then it shaH be done in its entirety. INSPECTlOX: A copy of this entire NOA 6ha11 be provided to the _lser by the manufa~h.\rtt or its distnbutors and shall be available for inspection at the job site at the request oftne Building Oftlda1. 111i$ NOA consists of pages I through 4, The subrnitt~d docum.entation \vas reviewed by Frank Zuloaga, RRC 8) ~ N'OANQ,: (}2.U19J)3 E:rpira.tJollDa.tN 02128/01 Approval Date; 03fZ1/{)3 P~~e 1 ()f 4 6, 1,ABEUNG 6.1 Shingles shall be la1..-.eled with the Miami-Dade Logo or the wording "Mlanti.1)ade County Product Control Approved". 7. BlHl.Dli'\G PER.'llT REQUIREMENTS 7.1 App!ication fer building permit shaH be accompanied by copies of the fonowing: 7.1.1 This Notice of Acceptance. 7.1.2 Any other d\X:tJmenl-s required by the Building Official or tile applicable ~ode in order to properly i;YdIuate the installation of this system. DETAIL A Rake Edge,,:,~,,~::1 CERTAiNTEED LANDMARK 30, 40,60 All dImensions shown ~re In inches ~~, ..---....~:"~:.."~,,.27 1f2J~"-",, ---~L--...J;i ...-=J==.-~~tf.~~~""'"'' " 5 51a O"~<"'""" '__ ' . "",' Fttll .L......i:.., . \ .~~~~~. ~ [' starte;'" "~_~~lI!!!!!!. Eaves NOA NQ.: &2-121.9.03 Expiration Date: 0212&07 Apptll,'al Dat~~ 031Z1i03 Pagt J (}f 4 ROO'HNG ASSK~1BL y Al:~PROV AL r- FILLED CELL W! ,./1' #5 VERTICAL /,>i ,- (5) 1/2" DJA, x 8" ,/ / / "J" BOLTS // / ,/ / /./ I 0' / Xf /r CONT" WOOD TRIM ! 4. / ~ / ./' I " t' . t:\~ r/ ,,<,. . ';:.?~.'~ . ~I:'~ .. .. ... r;;;;;;;;;.;:;;; ~:; :~~ \~~~~:~~~~ p~~.A=L -_.~.;~ GARAGE DOOR MANUfACTURER TYP. GARAGE DOOR 1!2" X 8" A.B. W/2" WA.SHERS SET IN TYP, FILLED CELL MIN. 5 PER JAMB, '....... ~; @,' f~'"'''''''''''-'''-''''''''''''''''''' . "" ! r ~I (I . I I wi .-J f ~! --Tl TIE-8Ei\M ..... T PRECAST LINTEL L.~ .r ~ I I ~ I I . 1 L... SECTIONAL @ ;""""""""'''r OVERHEAD . 0 i DOOR_; ~l ! ~ ~, I / ; .'-,,,,,,....-t,,,,. . j ~l 1 @- """""':""l'GARAGE SLAB , : I "''''',.".''1'''.....,,' @'.....,,-..--I--! i~l' , 6 co. , ,,1. j""'"'''"'T'''''''''''''''''''''''''' Categ.on;. Sub.Cattgoty; Roofing 07310 Asphalt Shingles Dl.mensional Wood I ; -- '-IJ: I . I r- " -i I I .....--L I ;\{at~ri~ Dei;k T}~ P . T. # 2........."",,,,,...___,,,,_,//'/ Syp 2" X 6" 1. SCOPE This: revises CertainTeed l.andwark 30 and AR (anti WideTrack QB), Celiain'fecd l.a.udmark 40 and All (and WldeTrack QB), CertalnrH~d Landwark 50 and AR (and WideT1'llck QB) Shingles as rna111.l.f'actured by CCltainTew Corporadon described ill Sectl,m 2 ofthis Notice of Acceptance. 2. PRODUCT l)ESCRIPTlON Pn~dll('t pimeusion~ 1/ OVERHEAD SE.CTlONAl DOOR TRAO<' Wj3/B" X 11/2u STEEL LAG BOLT Wi WASHER, MIN, e PER TRACK TO JAMB. Test Spefifica Uo ns Product D~scriptil)ll L FASTE.N PT 2X NAIlER TO MASONRY WI 3/16" X 3" MPCONS 6" FROM ENOS AND 16" Q,C MAX. FASTENING TO WINOOW TO' BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. Certainteed .Landnwk 50 .md 13W' x 38 %" AR (and WideTrack QB) Ceftainteed Landmark 40 and 13~(,:" x. 38 W' AR (and WideTrack QB) Certainteed Landmark 50 and 131/~" x 38 Y4" AR (,md \VideTrack QU) Accessory Shingles "<inOUS PA 110 A neavyweigJlt, 2471b/sq, dimensional asphalt shingle. PA 110 A heavy weight, 2641b/sq, dimt'11sional asphalt shingle. PA 110 A heavy weight, 29610/s'1, dimensional asphalt shingle. proprietary Accessory shingles for hip, ridge and starter strip applications. SECT. OVERHEAD GAR. DOOR INSTALL SCALE: NT.S. TRACK MOUNTING DETAIL 3, EVlDJt..XCg SVHl\UTfED: 2X BUCK DETAIL SCALE: N.LS. T~,~t 'M.el19'. Test {dentine! lest N.\me/Rt'[lou UL 790 l)a te 04/01/01 01112101 11/12/02 1.:11den\Titers Lalxwatories, Inc. R684 PCTC.ol-02-0 1 CT<::"006-02 -0 1 PA 100 PRl Asphalt Technoiogies, Inc. Umk"!\Vlitt'1'S Labot1ltoric5, Inc. 94 l\K 9632 02NK42448 Wind uplift re8islllncd)A 107 11/30/00 11/08/02 4. l.J;\fITATIONS 4.1 Fire classjf:c,ltion is not p,l.'rt of this acceptance; refer to a current Appwved Rooting M$tqials Directo!)' fur flfC ratings of this product. 4.2 Shall not be installed on rooftne~n heights in excess of 33 ft. 5. INSTALLATION 5.1 Shingks shall be instalkd in comp1iam~ \vith Rooting Application Standard RAS 115" 5.2F1ashing shall be in accordan<;e wita Roofing Application Standard RAS 115 5.3 'the manuf<lcturer shaH pHwide dearly written application instructions. SA EXp<,)sure "nd course layout shall be 111 complianc.e \vith Detail 'A', attached, S.s Nailing shJ 11 be in cornpliance \vith Detail '13', attllChed, FlatURE 1~ F!..A5i-1INat INeT ALLA TION 1'\0'\ ~o.: 02.1219.(13 l':xplrilthm Date: 02128/07 t\pproyal Date: Q3/27;03 Page 1 of 4 FIGUF<E 3~ CORNER OerAIL ~,).:..... ~~~::.('~,~~ ~) _. .........."" ~. ------- ~~,A.~...: ~...'.;..A~: C':;:,';KE.'" Ml .;/ &pzc,~':E.~ / 5"!-" P~AN rGA-V ~"'" / /;h .. F:.4,,~ "'" / .,....-""',1 l ~~~~~:'l ,~~)~'$, /" iJ.'t.:-:;"~ /' ~";..,~~c. '1:"'4 $" A~'/f. J}ETAIL B ASf~t-iA~ 'I' S:EA;;..AN~' ~"'!.~~~. E:;.~~[""tP ~P" o:r. &' 0;; ~ $;'::'-:~ ()S. ;':'l.':","..i.:";':') €,:.-" ~;(i:.-l r:lr/'E~~ E~ ~;....:.$.~~N-J "-"\ ~X~ s",'~W~:$ // / ,''''f'F)<:~~ ~o ;;:; i~ 4t.:4,.v, 'to' ~,,<.~~t-.~ ~t.').~~{K1: j:t-s..~' ;~.. '" ,""~ "",....- . -....,,-.-- 38314" ----.---....--......! .. 1 ., ., '4" . ....t-"",.",,,-,,,, 1 <~" _.."'-""."......! 1 Z -..-. ....1'-"',. "......- .~ c>>' ----.. .. I '" , r----~-t- ' r .J i.! 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OOO~LlJ !!!:iLlJLS8 i=~i=cno ::2: UJ 0 0:: U >-u..z Zf-O <(z- ZW~ I- -(f)> OZo 0 t50<( z ::)uo oziX oWo I- o:::r=-J o...-u.. wO:::-J I a:3:<( wwa: '-' COIf- f-I--EiJ 01--0 0:: Z::J . >-00... >- <(I 0::: 21--0 W (l. 3:0 ~ Z :)o:::w ~ 0 w2 z o...zo Z () (/)ZI ::i -<((f) a.. ~::2:::) SHEET NO. 0- 0:: 0 0 W S-10 2 0 I (f) ::) 10 0 0 N @ ROOF DETAILS MASFER SHl:'liGLE API)LICAfOR S M\NUAt LAMINATED SHINGLES LANDMARK SERlES, WOOf>S<APE* SEilES1 LANDMARK'" 40 III AND LANOMARK' Tt l\H'tHH '-:>(1' \\!u ,1 'n~ 1 hn~ L.'l'!\!ltk n (i'l Ii'" 'l..p," ,"I<) tal\:( "f \h'C"tt,UM\j or III <"fm,;Jt~,l \\JlttTi'1A,Cl1l' ,h'l'!.1tt 1,,)(kr;,1\NeHt 138 '" f'h,J/lt{;-rf"i Ct\!U'\I'I:f!if.lJ SHINGU ll'l.'tlC\Hllt'S \f\Nrn "- -...",...".,,~~..._-- ~ fASTENING ............ lOW AND STANDARD SlO?E ENGLISH DIMENSIONS 'jl-,; T~esz~ Proper Na~lln9 " hj STUP SLOPE 1~" I *f' l ,f I ..I .. I I!~ f 'I p=1 []EfJi[_ * FRONT BACK \:~ MtTRI( DiMENSIONS 13 * \lIMTr.ld'\ QH ENGliSH OlMENSIONS MHRI< IiIMHiSIOHS '",\:!I<;<1%l1a0<[\ t ~, , , LANDMARK n * \Hde1r,l~k QB \ , , " , " , -- ...". ---:~"'~~ ::-:: ,;;;;;*.1 ~,,,,,,,,,,,,. ",' I Sealan~ S~nps UNOERSIDE OFTO? LAMiNATE LAYER d'!'!<^!,' (!lRTH\ l E~l) '111$,111 \P.f'IIf,UOR S \1 \'H Al \ I i','!"," I'> e f R 1 \f N Iff n S II I N (; t f. \ P i' I l( \f $ R' S M \ '" I \l .......... CHIMNEY flASHING ........ :: ~ (~ ,.. V"J v,,,;, 11 h;; ~ ONE ROOf-OVER METHOD fOR METRI( DIMENSION ANO LANDMARK tl SHINGLES -........ LANDMARK n <1 139 h(J ~ ........... ONE ROOf-OVER METHOD fOR ENGLISH OIMENSION SHINGLES ~ ~\[) 1 Hll:O\ lJH ';1 H Ill! R5tS PREPARING lliE ROOf SURfACf fOR REROOfiNG IiNESTlNG" COMBINED WITH THE flVHOURSE DIAGONAL METHOD (' SEVENS AND fOlJRTUNS") (0\ rIM i\(; t t' mE R~)()f, .......... HIPS AND RIDGES ........... SHADOW RIDGE' A<CESSOR'!' SfiiNGlES fOR Hl~S MID RIOOES SllRltR (01 ti:;F; I \]IRIl thi> ,1"'1 ~()ln't' S(J1,b \\1'11 tJ t' II t wd [{)\~'\: I (dg~s:h sh II! th tSl" ,{ 1 <t\ r ( IIU N: 1?" ONE <lUN-DECK APPLICATION METHOD fOR ENGLISH DIMENSION SHINGLES ........... flVHCURSE DIAGONAL MHHQO ("SEVENS ANO fOUlHUNS") I'RH' ,Ill \(, I HE nIJ K \ , . J\D llUWI GH SIll cm R~l\S: n i --~-J 1\U'OIU\\f: f),\ "{Jt a1J~lllOHlt, .t ,h:t'\\\" (loser than ~, ,'I",\\1l )ue <tL.p\h<. t {f),plf!" f, CFRr\I"!TftD SHI"!"IB \PI'IIC\IORS M\\iI U (/"4"", )" r Inn n N f!\ 1\ n Sit P; GIn H'V H f \T Olf s M \ 'I H ,f( Not"h !H Ce'1,",ng EI'l9!ish Dimension I) n "(ljCh'C! ('(Jilte lOJ 1 Metric Olmension "J I n ( :~{,,,~,. '" (UlI \l " rEf [) S H '" GtE \ l' l' I l( \ lOR S \1\ N I ~ L ('k,~"" J' CfRIU' I EfU SHI'tiU \l'l'll( HOR, \\ \,\ \1< -- ~---------- -- - - ONE (LEAN-DECK APPliCATION METHOD fOR MURIC DIMENSION (13WI )( 33%") AND lANDMARK H (13W' l( 40") SHINGLES ..........- HVHQURSE DtAWMAl MtHjOI) (S~\lJl AN!) 1 H{Jn) PIUTUU\(ll!U1 moe T " , ; hI (ONTOtJRRIDGE~ APPLICATION IS AS fOllOWS: lH h() _.---- ---- w () I- o Z UJ '-' ~ o o LL UJ 0::: <( :::> o (j) w ~o::: LL.~0 w'oO:::u.. f-wu..f- ~02Z 2-0::::l X (f)o::: 0 o~u..u o:::ozU o..."",LLJ<( o.."""~f- ~0<(0 wO:::f-z o:::ll..w <(zo::O OW~O W~(f)O f-<(zz of-o~ a::::l~(J;w <(Z2 ~(f)LLJ<(z c..:;lZ~[O ~Qooi= o(f)O:::f-() OZo:::s::- LL.LLJiXon: w2woo... ~0~a3<( ::::l-J- -J a-J ,0::: ~ (f)~(f)O~ O::-J, -1LLJ-Jo -J>~zcr: <(0;;::.<(0 Q)tn Q,)Q)-I CI) +-' ~ Q,).~ 0 Q)(Jen ~ ~ ~ I tn 0 CI)('ag: Q)c8 -- '0.0 Ci: (\1-- ~ ~CI)o::: Oa)w E"Co w c..:;l 00 I Z N f- - CD ,(f) ~CD ~ c..:;lZLLJ ~NCD (f)~Qo O:::~lI: . Of-O Otl).... E5z()o w(j')lJ)Ll. 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SPECIFICA'TION SHEET AS re>:I~.Med tV' Florida S'tat;Jte 553 8~2 a~lj Flopoa Adrn~nj$t:~"ti'i€ CD.j~ 9&72, please pro'vida the !nformatJeni atvj approval n1$nbers on the building' com\X}f':~f\ts l;$tezf !':Jelow If they \t{1tl {)e uUhZe<i :):~, the constucbc:l pfO,!t.~::t f;)r w\O\lch j'<,0 are appfyittg to( a ;:)(...a!(j\l"g ;;:;err'(~!t .'i\ie r~on~(nef~d YOt; ':xw'ltad your local product S'Jppllef $ohOljd you \'lot kpovl" the produd ?PP'ol".ai r{ur~~oef f",)r any of th~ appl~cab(.r:; nst~d pro:;fuGts cil(ea'iri/fSl\lkateQOfV 1. e:XT"'R/OR DOORS A SWiNGI'iG jG;brovaINurnbeK$) Manufadurer Produl;t Descriotion Trem::a.. Tn,; Stroot+, .~af Fll1705 8 SliDING Mk 2i3;'VS, Mk2fJ;4/5 H2, Mk 213Jdi!5 XHP 420 470/45' ,~f?aHPl452'rI:~) Seei". 5001~ OCO/2000 . 420/430/ .::1:40 fLI2,$ 'L561 F.l:l5 PL264 ;"~i(\yo ,8elt<'r8Iit VI Home Pi'oct ) Fia Exirv:iers (Mile.steHle' Ge0,:er~t A!urnit'iUl-:1 C SECTIONAL Cocay 8u!fqlnc Pr Gck.Qts' FI;.;xrdl6 1;.3(26:4 r;;alace DQ<)( 6RSnV41~6," 71 Cacace DoorGRSiW4 '9 X 7) D O1ic1ER 2. WINOQW$ A. S INGLE HUNG ---1Jk4t.."100, j~Ak.4(Jj'SO HP 165. 16513000" 740/314\), ',240/4250H;> Se~'~e5- 1 OOQi 1 $00/2000 1--1lJ.)i1140/1L140114~Oi1:S4:iI1 B~'){157OJ19OCI 1940/1970 1;.;\23 FL(<53. Fl.41 Fl.,254, 1.1396 Fl204, 1689 Klr:co ~ttwSi\t ~1a, S>irudefs :C~n$:31 Ali.l[t;l.nUfY1 General Aluminum B. H()RilONT,~L SUD"R RW HP RVV XH? [<W4- X,'iP 165/3163.' 680 Bee'~$ 1000 i I' OCl/ 14:B0f15$Q715Wi1s/sOi199c 1'\.:\.24 f'L!PO F1..43 F12% 1;-00 Klnco i;ld\er\311t F1a EXtn..J<~-r$ ( Iv1 ifesfor:e) Generaj Alumi.oun: C FL:<EO Mk 40iSC PhIGT, TwPYiiCT 16i;'i1OCQ 7 4()!17 4032~OI4250HP,680 Sef"e$ 100.0120)0 1"( ,lTDU1 1-00 4S0TOLJ14~;O/1:S5(\1570i190Q/ 1070i60001:53QOI53i30 1'1.,125 FU376 1'[44 F ?5i', 26:3, 10n ftz:i5. 263 1.59a Kinco B<'[t>lrl3,ll F:'a Extn..-:fefS ,"M!iestonei Ge.nei"ai A!u.rnj.1urn Gene;.;! I Aiqrninwrn D MUt.UON~ F~7 'A03.04A M 01.Q:3A, i,196.03C Kineo 8etter8;!t Fi3 Exth.Ai-ars <y1ijestor;e) Fia, Ext:n.IQ.e'~~' {Milestone) .Gel,,;e,-al Ah.Jminum GenereJ Aluminum ':;ef;E;:~a) Alui-niJ'HJrn Ge0eral Aluminum FS5700.!571W5f 1.'1J571:t)5713i5?1416718 FE57QY5701157[)2/5JQ..'115~04J5J()5i5717 1100/190011970 'SII laHun, .t><,ula~d TCI(n"s' 1442, ~M.51440 'F1anQe S,p.iCturai MWi:Silrid 8i'Si;ket. 1"1446, 1447,144 {F)fi: h1uj:g and a~9C\\ets 530053:.75349:5350,55/5000 1,luiisand eracket~ R94 Fl974 f'L12521 R.16e71 ;:0 OO$. 1 FL 16001 3, PANEl. WALt, A. SfD\LlQ SOFF1TS K~ 'can Ud Qarr;ero0 .~lih[~'~ ~lf~>jirlQ: Cameron Asi'iiev B;)IO'".'<1 0OO5/0B;)Q95C>OIg.~ 10 Aluminum SoI1'1 4~550-'.1.5iC?..J451-02!'<i Aljr0P"\vrn Soffit Ak,wri!"HX0 'f flOje Four 1'r 4 Ft19$6 FL4(\i5 'L4002 g...Y~<L LS.~~ER ___ ""-c--~ D. GU.$S aLOCW:: P,ttsburul-' Comj(1Q CorD ~31a$S Un(t1~~$O(\ryjf1S~~~d 'h:'Mortar ---~ FL 1:}S3 ------ E OTHER 4. ROOl'INGPRODUCS ~"KA~ T SHI~'iGlES e lJUOEPLAYMEi'iTS C ROOFII-iGFASTENFRS o ROOF VENT'LAWRB Certal" Teed CO(~32- ~~rk 3QI40 (ana AF.) IXT25 (and ARt XT'30 (arrJ ~.I" Fl)!lO,.$, Fl250.7' fL250 1'4, Fl250 15 Air VeClt 'nc Venttlf.! PluS FL4032 E ROOfiNG T!Uo5 F MOO1FrED ~TUt,1EN CBri~1I1 Teed Com .Roof,nQ Moo/lied S'\umi)D Rcrof 3'stem ft.479 G SINGU': PLY ROC'F SYSTEM.s- H. CEMEI."S-ADHESIVES COAN4GS I ROQP 1'!lE: A,CHESWe J eTHE R 5. . SHUTTERS STORM PA,N>:::LS ('>, C':)lON:.Al C. ROLl_.UP D O"'HERS s: SKYLIGHT$; A.. . SKYLIGHT 8. C'I'HER 7, STRUCTURAl. COMPONENTS ,~ W:)()o CO~~'i2C,'CPSI NiCHoRS $'mpSQ~ Sin"""" '" USP st[t..l..~b.lfal Conn, V'bCd Cor:f'_€~tors and- Anchors vVQ<.>d Concedors and Ancho'$ see cfl<lrt 's,ee- chaIt aTPD'sS PlATE.S MiTek jD:t.;:stries-, !11C l'tus:s P'L.ate~ 1.2197 C 'Ci'-<'GINEEi"EQ LU,M8;::P 80is.. Enq, Wooo f>cQ<j \je~a-lafn SP WOGO. !.Jo' $is AU..,.I01-ST FL 1644 ft. t64q D Ri'Li:K, E. CONORH\; .ADM IXTURIO$ F MATERiAL FECP r::orp (cast.Cre:el Hie" $t,~ndh con.crete lhf.els F\.1.5$.1 o OTHER S. NEW EXTERIO~ ENV1ElOPE A B. The produds listelj below did not deroorlStrElte produCt appr:<,,',<~1 at p~an :>;:'.'rf.,^N ':jnde~fand 1!tat- at the time qf it';'S{:'e\:tiqn Dfthese pr~vj!...!ctg( tbe fDjfQ'N~n~ wlfOfmatlon r!1wst ~ a>/3.Jiable t() ~r:e !nbpector en the jel)s!te; 1/ copy of the product a~\prO\,al. 2) tn-& pe;iOili\3J'lce (;f-,a:'acterlsti<:6 \i'l!lk:h trt6 prOdud w'as tasted al~d C(e(tlffed ty COfnp!y vt'il!\ 3;: copy of ttB appiiCZlb!e manlJfactl..llers ':ls4t\i-atior :e<'~l,.;jre'Tlen:~ ~wM'nef, t und~rst,a~~ ~!}ese pro.dt...lCfs mal haxe to be ier1l0vtjo it appl'Ovai CQnt'ot be defr\on::;!rated dur~:(lg inS~'l€<:t,~~)tt 4FPUC,o.,',T SIGN,'\T1)RE DATE r------ 'rf.l/" rw , /&' It? i : DaUaHOO OnOo ?+~:J~ OOOOOOOOOOO-J ODOOODOOO~-. DnDnDnOoDoJU O~n,.,D"OMOMD ~.MI~rol.L 3CAI.& (LOW1!A3 ~ III $Nd DlReC1100 1\1 RIBS) I ("~]'o+~CO'W;!; (IW) I \.. ,~~~: ,a~z I I I ~(!< Lj3-J \ 'tRlItZWiMl I Jffi. - ,~J.-I ! .66 ilt(i1'l1 MAX 'J' ClWi1tIC 'D' ?\:l< CO_A<lt ,~Z5 :l..ao .~ 4,91 ,OJS &.21 '~On 7,64 _ ,! .., ''l-,~ lWl C~<lt RlllA!llla.o OET~ (4, ~ {-" ~ ~:^~; I. -l ','" ~1~~""._ I (fjtFi! ^ Vl!l."l"A-A"ih8CAlG 1;; I OJ,I.'V '0.,$3 71Z~ 33pu .~ ~ -- -- ...., nULDIXG CODE CO~IPLL\NCE 0:l<'l<lCE (I\CCO) PRODl'CT CONTROL DIVISION ~UAMI.DADE COUNTY, FLORIDA l\1ETRO.DADE. FLAGLER BUILDING 140 WfST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375.290] FAX (305) 375-2908 Simpson & USP Cross Over Chart with Florida Product Approval Numbers ^ P d Florida Product :>,mpwn ro vet Approval Number Numbe.. t<<~4 FL474 I\BU44 FL474 CS22 Pl19C1 H:> FL474 ~_._-~~ H"25 FL474 1-16 FL474 HCP2 FL474 HD<Aq~SOS.3 FL474 HETA.16 Fl1901 HETA20 Fu901 HGUS2~tO,2 FL474 HHET A40 FL ~90j ';SURA4~-J FL~jC.3 hTS 16 FL5.38 HTS20 FL538 HTT16 Fl503 HTT:;;2 FL503 HUS26 FL47'~ M!vS28 Fi_474 H\.iS~10 Fl474 HU$412 Fl474 HCSC410 F\.474 'Hr~SC:f':2--7t~7 4 -- iTT R474 iUT FL474 LGT2 FL 1"4;23 LSSli21 0-2 FL474 lSSU28 PeAI4 L$TA12 FL1901 LSTA13 FU801 U3T ,1.30 FL 18C1 LSTI\:)$ FUgOl 1.."S12 FlAi4 L'S16 H474 US18 FL474 C "'520 t'l4i'" Lnef) e'L,1?4 '- TT206 FUi4 L~";S2f) FL474 LUS,<1:4 FL.4/4 t,t3HA3 ~~o(,11 88 FL538 VE.Tl~22 PI S.c1 ,VGi Fl1423 ,IS1'48 FUg01 :,,;ST60 FL 1901 MSTAM.36 Fl,19i.1 M"t'sTf FL47,~ MIS1S FL474 \AT518 FL,,~74 MTS2.0 f'\.474 i'A TS3,) FL474 MT28i3 FL5tG PA51 FL474 80S 114X2 1/2 FL'i463 SDS 1/4~4 1/2 FL 1,463 SDS 1/4>:6 FL 1463 SP1 FL474 SP'2 FL474 SP4 FL474 U24 FL 1218 Se1 Pac ,,) FL 402 3 HD Titen FL2304 2 CO~GE: (REF) 1 1-.<1 I -r'~ 013 \;>........... ::, '~~"'-..,J 'c','~" ~".I;l!l' ,<:,."j) ''''I i~<: 1 I""'''' j ecjJ ~ i . . . t~OCCv'<~ -ec_-'-.'-'. '.~B ~-~1' .llI.l~ r..... ..~.a :l/.a '-~[..' i\1.D1'l ^Yi<IV\il<..t ~'-''Il cov.oos . (?iF) . (rn>, < PlS) ^ . .lA- ~W\.~ N(>te~l (I)M.b t" ~ffit~",Ah.",jnum AllofJ10S. Hl6((Rl"&<Mm (I.) Mal<. 12' ~t\ll rn."" Ahullioum Alloy H<J5 . H14 (OM$O Mi 4) m C..~ c..u Wldlliso l$.zS ta<ll<t (16' ~illt) 14.00 ~ (12' Wlit) (4) AlI1'l44l S<aNll\alli.I'.,. O,N-1.lJn~ O<he-",+,;, No;04 (S)~~$1'Ow,..,_ ~~.... l ~ O,_OOS ~"I..:IJ% Atl-t,tO +1..]'" (6) tclllr-c ~ hi"" B. '''C:ooItoll<ll<l Cap~ ofM>nu!l<.""", ~ Wi<hil! ~J<t>llIj1le451""'~ .".,Yolcuuw-'4. C1}."'hky Pill< ~ .s lN~. U' Soffit l'rodwrs 415Nll. lO" Soffit Pr1:4uc<< W~ l:l1{ ~~"" P",lsh C.l", M o..ill'l r_l\afu>$ll'Sl'), (9) Erre...~ti,"-~,Yc~Hl1g, A.._n'a~ Un..1 F.. -~;.!!;... H81;q.I.. i,~l:ft $1\" In-. 7A4:1 $q. in. S.:$St ~(l, tu.. 16" $omt: 1~" $offi' l!f!i \ l 11'S<>MSQllJt ~ t~: ~~~~S:1l j 0$" V ~tlJed &')$Xd: l._..._.^'.__._..____~._......_ ~'" st.<."t 1-"" )-\.< psi P~6Y,JOHN LA.t.IQTIS. F.E. otta CONSULTJ.NG ENQlNEER : 1'.' III 4-150 F. ~~,sr: ,Sl./frt ,a. r~v SPF4Jth;3 fl.... ,J4-~g ~_ pn",,. (127) ~=-I$t'e:J. ,." (11;7) 931J-608S ._........_,.. ,_.."----:... . ......_. . P,Eo ,~>g;.Wtii'!!.J 2 ~4 . P roOuc1 Description f ramin~J /', ('(';h(::-r Ad [ustal);(' Pest 8<l w Coil Strap r ,e H':.lfflc,ane T' e H;JH icane 'r':? Hurrican;....ie- HUfricarce ~ e Hio CO,'[l')( ~jat~ COfl':,*do:- C'i,ld<'<ow;' En,~dd",1 Te'jssA"chor ErntJ,t.-~tj~:~:l T ~-uS$ A;"l(;i''()-f T rUBS HanO€f Ernbed-ded T,. ~ISS Ancoo r He'a\/): Ske','-"ac U Hah~er Hea'iY Truss St:-3.') Heal/I 'TP.;SS Strflp HWensy...;n -i€' HDlTenslf;n ...-1-8 He3w "le,-st Ha:~er Heavy ....'':)If;i I:--I.anger JOIst H,~(lC€r Jo'$l Hanqer .Ioist HanGer Joist ""on;)", n.' r:..JOI~ Hanaer l.Jol~t Hamel LJgi'l( Girder :i~CvvJn SloDsbJelSke','t"3c,'e H~~~'~er Slc":1&bi?.JSk~""i2l.ble ha'"' ei SteaD T'~ Sirao T~~ SteapT~ SteaD Tie T~\i!st...s1rJtD .;v..ist Stra T\.....;st Sira~ Twist S\<aD relj~,;!o/'1 'l":e T ef1S/<OJl Tie Jt>ist 1- :;trK'l8r Jotst Hang-ef M-asof"l!"\, 2(;am H3n<;e( EmoecJed Tr~'Ss ;',JlC';_iO{ Med/:.J{:' G,"Uli:r -;-{0(i~),wr~ StraoT"a Strap T;~ . Str~2...:~}~.~~~!L__ Tw'st S1rap T"I.&.51'ao T"l'.'lst StJ,iy Ty"ist Str?-p ;-,,:'d$t Skat) TenslOf: r:e Foundatl{)(1 Str3Ll Strong Dr"e ,':"c'b'i Strong Dfi',,~ SCi'e'l"-,( Str'.)f'l,q Driv~,:, SZ::'("'<,' Sb.ld Plate '1'"ie St1Jd PIa t.e "T ,€ StUd Plate T i€ Fi..ll:C\~ t'vlQ"Vr't ,.:(Ji':3t :-1:1Ilq~f Expoy Titan AXfOf --"l I I I J- ~ J- ^ \.. lOP Ii PI\N\:1. AS Rl.l'l .,~ . t"H~H Ra...l.J'OR}ltR ~T'{P) oaUXf. \8 ~AH!\. (fvu. !i(.Al.1!) i I I CAMelWN AStllEY --i BUiLDING PRODUCTS ;.-;;:~ SOLID AND ;;;~RATED I ALUMINUM SOFFIT f 1 DAn; 5-15-02 I A..10051 ; SCALE: N r,$ ....._..J__.._..".__.....J ri'~' ~ PART: ~.l.,rtlltllY: J,N.L 'JSP Product Number ~i!1'-~,4 P{~J..J44 p 3300 RT16 PT7 U- I AS HHCP2 UPt-iN HTA16 HT ,1.20 Ti-{DH210-2 .._~. H TW2G :4n16 HTT22 H'-'S26 HUS28 H:J S,~10 HUS412 THO THF L.U(3T2 LS$H3 ~ LST,A,12 LSTf\ '3 LST A.3O L.STA% LTW12 ~.T\l.;'10. Li \1\;1 S L 1''1'12'' LlS19 LTS208 JU S26 JUB414 NFM~5X11 tsu HTA:24,18 ~ST24B r<S"T260 Fiorida Produ<..1: ,^,pproval Numbe.r NOTICE OF ACCEp:'[~\NCE (NOA) Air Vent, Iuc. 3000 West Conllnen:e Street Dallas, TX 75212 r:~s:' :') CL5'::~! F':_~{2~ 1"",,\ lFe,,",' F'-~~:'C' F:"'2', - SCOPE: This t\OA is being issued under the applicable rules and regulations governing the use of consauctio!1 materials. The documentation sLlbmitt~d has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Mi31ui Dade County and otl1<:T areas where allowed by the Authodty HavilH>' Jurisdiction (AHJ). 0> F'.2' ' ;:~.,~:: ' PI.': ~L6: ~ C:.02.) .0:\ L::2' "l. e,c, T!lls NOA shall not be valid after the expiration date stated below, The BCCO (In ~v1iami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or nlatelial te,'ited for quality assurance purposes. If this product or material fails to pelionn to the accepted manner. the manufacturer will incur lhe expense of such testing and t11C Am may i.rnmediately revoke, modify, or suspend the use of SlK1h product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material [;iils to meet the requirements of the applicable buifding code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRll'JTlON: Air Vents Venturi Plus F,-S' 6 ;"L:j" ,;;, cd u: --t--.. . -.---- L3'c '" ..56,' Ftc' :~ r!.2:G ;::'Le';...:. ;::L2ii5 :::LC)',) H.o.(' ~8 '.82 F:._22C, ~=;,~;_._--- LABELlN'G: Each unit shaH bear a permanent label with the manufacturer's name or logo, city, state and fl1110wing statement "MJ,uni-Dade County Product Control Approved", unless otherwise noted herein, RENEWAL of this NOA shall be considered after a. renewal application has been filed and there has been no change in the applicable building code negalively affecting the performance of this product. TERMINATION of this NOA \\iill OCCllr after the expiration date or if there has been a revision or change in t1le materials, use, and/or manufacture ofthe product or process, Misuse of this 1\0'\ as an enJoTsernent of a.ny product, for sales, advertising or allY other purposes shall automatically terminate this ~OA. Failure to comply with any section of this t\OA shall be cause for lenllinatioll and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, aod follo\ved by the ex.piration date may be displayed in adveliising literature, If aoy portion of the NOA is displayed, then it shall be done in its entirety. I:'>iSPECTION: A copy of tJ1is en lire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at tl)C job site at the request of the Building Officia1. This l\'OA revises l\'OA # () 1.0910.04 and consists of pages 1 t!u'ough 3. The submitted dOCWllentation was revicv.-ed by Frank Zuloaga, RRC FL.~~-'~ ~:;'~:, ._- FL6:S;' FL.?'':) F='t.i?j::-: ~'\T\;,;-r2--~' ~LX:55"'----- -MT'v\<16 ;=L3,~': !V~ 1'0./~e ;:L8'7",~1 M1WN H 6..; __ MTv'{,.>J ,"LG," ~JITS2?8 Fur:: TA51 ;;[,3': SPT22 FL2-i- &':l-~'24 FL3i '7 SPT4 :;: ,0.':1 8 NOA No.: (}3.0930,lO Expiration Date: 04105/06 Approval Date: 01/29/04 Page 1 of3 ~.. ....-......-..- -........... . ..-----...-.-... ......."'-..--.-..--..". ., ... . .........-.-- ~ NAILS PATTERN. 12' Soffit - 10' OC, In the D1rectlo(\ of SoHit length 12' O,C, in 'the Dlrec:tlor1 of Soffit \,jiclth 16' Soffit - 10' 0 C. Ie') the Dlr-e<:'tlon of Soffit Length 16' Q,C In the Diredlor1 of Soffit \,Ilclth (3) DilSig'-' I"ressure ROoting NAllS, A-JOINT AREA 12' DlA, SHANK i DlA, HD, 1~' lONG BAn EN) 2'X2' P,T, SOUTHERN PINE CONST. GRADE r MINIMUM Z'XZ' CONSTRUCTION GRADE MlxtD SOUTHERN PINE OR EQUIV, '.v ODD BATTEN STRIPS Notes: (1) Use Alu.minlllll J-ClllI1~ Ashley Part No,~Z(l, to lnstal1. S~ure I-Channel Using <.~Resi,;tlltlt O.U" DilI.tootet Shank Nails 1.112" Loog At I r SplICing l3etw>-'eIl Nails. See note S for Fil.<;b.8Illlcl AWti<:<ltfOOS. ~ 10' ,~ (2) Soffit Nailing Pattern: , 12" Soffit - 10" Q.C. in the Duwtiun of Soffit ~ 12" O,c. in \he Dire\,'tlOl1 of Soffit Width 16" Soffit - 10. Q, C. in the D[re;)tioo of Soffit L~1h 16" C.C, in the DitOOtiOll of Soffit Width ~r-.. aATTEN NAILeR (NOTE 4) JooCHANNEL !N.STAUATION ~ /"1 I II I -......... I I wITHOUT 12" Solid Soffit 12 " Vented Soffit 16" Solid S"tlil 16" V enter.! Soffit (3) ~ign ~Ratia$li'SF): Exterior 51.4 pst "- I\. F ASCI~~ lnteri~ 34.4 pEf I FROfH VIEW' DF EAVE . . $Ioe View Of EAVE f !O \-. ALUMINUM SOFFJr I PANEL IYP, NAILING PATTERN 10'X12' 02' SOfflT> 10'X1E-' <16' SOFFIT) (4) Nol tcqllffi,'" If,,,,,,",,,''8 ;012" f>t l__lf,,"~ is 12" ~ 20" divide 1M width illlUllflO d<:W<mino l""l!"" O.C. l""oWn ~ Blltllm Nailor (I.e" fut:... IS. owrbang the Batt"" should be 9" O,C.) ., /I r.\ i_l(f.l::'~~!:~ : \. 24' I F ASCtA . J ~OOF OVERHANG /1- NAIl.; CORROSION - J.CHANNEL - RESIST ANT NAIL (S) Inner BOllen Nailel not requir<>d fut: F-Ouwnrcl AppIkatlOllS. Snap . [<:vellino ,~f<<= a.nIl ~h F-(;Mnnd <lir....1lY; Ul wallllllil'.g i- t-Nailer 16" O,C. (CBS C<m8~tl) <it. 12" DtA. ool'WSiOll !whltcnt nail 1." long 12" O.C, (pla}'WOOd I O.B.S, ~). ~/- 8ATTENNAllER (NOTE 4) FIJ..cHANNE INSTAlLATION SIDE V IEI'V Of EAVE . , r fl 1 I I hI 1_1O"--L~1\ i 24" -- IV-~,FA$CtA ROOF OVERHANG J l_ ~ NAil CORROSION J-CHANNEI. RESISTANT NAR. ~!~~f ~ ALUMI~IT --1 ~- INSTALLATION DESIGN J ~=....:.~~ I DAn::_~~ A-10053 ._ _. :C..~L~.. ~- S _'"__''' ........ .......-1_______.........__...._._. F.(iHANNEI. (NOTE 5) ottaRffilPEl>8YJOHN LALIOTIS, P.E. CONSULTlNG ENGrNEER .urQ e. ~ Sf SfJt1t A ,.~ ~R{NC$ A., ~ lL -.,. (t27) ...v;~ lox (-27) 9:JS-<WfU Pf:' """"tw~"" , 2__. ___.._ ROOFIKG ASSEMBLY ApPROVAL Categol): Roofing Sub-Categon: Roof Ventilators :\la terials: Maximum Desil!n Pressure Fire Classification: Plastic N/A. N/A TRADE NA:\lES OF PRODUCTS l\LiNUFACTURED OR LABELED BY ApPLICANT: Product Test Spedfi(atioll Product Description Dimensioll~ VenturiVeDt Plusn.{ Ridg0 Vent TAS 100 Copolymer plastic low proti!0 attic ridge vent with an integral end plug tor installation in shingle roof systems, See detail drawing herein EVIDENCE SUB~lITrED: Test Agency/Identifier Name pate Report Ce.nter for Applied Engineering, Inc. TAS 100 Wind Driven Rain 04/27/94 07..07-00-68 ApPROVED ApPLICA nONS: Slot: Cut a minimum 1 W' slot atong the apex of the roof by cutting %" on each side of the ridge. The slot shall terminate approximately 6" from the rake edge, Installation: Place ridge vent section centered over tile void at one end of tIle ridge and insert end plugs. Fasten with rooting nails through nail ho!e.s in vent. Butt the second se.ction to the first, align and fasten to roof. Continue this process from end to end H.idge Shingle: Install pre-manufacture.d or field cut ridge shingles over the ridge vent itl compliance with the shingle manufacturers Product Control Approval and the installation instTUcuons IJsing IW' ring shank galvanized nails. Net Free Area: Refer to manufacturers published literature Minimum Slope: 2:12 8 NO,\. No,: 03"()930,lO Expiration Date: 04/05/06 Approval Date: OlJ29104 Page 2 of 3 LIMITATIONS: 1, Refer to applicable building codes for re.quired ventilation. 2. VenturiVent Plus™ Ridge Vent shaH oot be installed on roof mean beights greater than 33 feet. All products listed herein ~hall have a qU<tlity assurance audit io accordance with the Florida Building Code and Rule 9B-72 of LheFlorida Administrative Code. 3. DETAIL i-' I I n,o '-1 I j I R4.9 0.8'1 . ~ ;;=-m tiT ?- , I' t 'll:~i i l8Q.,! !Ii ~~-U{ I .87 0.8.-..1 -...... "-.. 111---, Ij I J.fJQ ~-J i I /"- / 330 . / I L~l ' ;-----11 ~ j ~Jl I~ I. I_I.., i I If./ ' -~! ~ j:--- 2.5 -~ j 6.6 1.t,} -i VENTURI VENT PLUS END OF'THlS ACCEPTANCE -< i\OA No,: 03.093Q.I0 Expiration Date: 04/05/06 Appro'l'al Date: OlJ29/04 Page 3 of 3 UJ U ~ o z UJ '-' ~ o o I..L. UJ cr: <t: :::> 0' (j) W 2 LL.<(O::: 'Ocr:o W u..u.. !;;:w"",f- o~z ~-O:::> X~O:::O o::)u..o o:::ozo o....",.w<( O"'.::::~f- <(0<(0 wO:::f-z n::u..w <zo:::o oW<(o W~(f)O f-~ZZ of-o<( ::Jw-w 00::: (f) 2 (f)<(z . 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SOLT DaP ~~7"f BOtTS OEE:P t:NOtJGH FOR A I'" ~ FOR A a. ~tr 11iROW GOlf THROW \.1 j '\, j . CCASfAL M.,UMlNVM ASTRAGAt. _ !(f.T~L, Mf:' ASTRAGAL. THROW SCI.:rs AT 1'H€ ~D ALl1M1Nt1fJ ~GIIL r~E1H594$S8 ~90 C *-"'" ~~I.741::~a .~~1~~ ~lO, t94(q~,( ~ M\OOY, #l(,.~. !.'l'C;lH~I'llOOU 1.~'~ M, ~~ !:~~i~u ~~;':~~ ~*tll'lll't~ l!io!i1!~.flili' ~1.r,4Hl~Q, r.!~~tl-~ 't'---VA, NJI\ ~p ~R&lin", * 41,,1)6.4.100 't.' (I() ,.',00 Alool A&trn2lll I C\llIs!al Alulll MIta~a1 ,,<1(1,00 . ~,\lO I '" 47,00. t7 00 t 4<llJO ,4(l 00 I HH1() , .',00 "";', ~..114 Aadoorllllll See l't'I'tt'\lt Jlldc W1 ~ !la L F",al~ lot use iJllocal;iom ~nl'S to the flotilla Builo:linS Co4e aM w~ ~ t~l$lI$ ~ by .~ 1 ~ 0t$Ip Lwlt ((,r ll<~ a...t ()dleI S1ndlim do 00l.~ lite <bign pr_ ~ I~ .ibo\ eo 2, fill ~ iI~ \1iile<t tlle S\l~ it les$lbalt I.W i~ (FOC $f1djQa 11014.4 An<:il<llaet ~'Ils and ~ l?O1 4,4, 1 and 1707 H,Z) Sl>I1lC ~ T~ lype oo~ aachon ll1WII bIl suOOtitulW aM tile /e1tgtJIlllllSt be:lUclltblltll~ 1.1f.'"en~\'Ilbl'~lIl!OtMltW:;()lIl)'\l'lilIisobiaU1~ /~ 11Kf~1:IoIl ud A.ldctrl~; ~ ~ si6e illlJ ~ lIB t, E,~ fur _ 1I1IlX"",,^"" >dll<'rina, to the FIOOda llu~ ~ and whwl prn$lIlle ~_llS delMlIItl(;'l by M;(:1I1l1tt\\iJtm.\ ~ L<>I45 rot ,~ ... Odu Stroci1ott$ do l\Ql e,~ !he ~ ~Wt !1lllllgIll>t~ &boo>'ll 2, f()f Mmllty!llSl~ w1lelt llil: ~ i'~Wn H''2 ilx<~ (l'OC ~ l1lJ1.." A~ ~ and salHo.'1illIl\ 1'X>14 .. I aftd 17{l? 4 .. 2) same ~ TllpOOIl type <<l."ltlett ~rs Itnct be $\bItilUt.>i alld t1le leltgllllllllJll be~ 1l\llltmltlltllllllll'li4- en~ll!lhortp;>>4WO lheJll3.'lOl\l1"-aU i$~ ~JY/ ~~: 1'100da l'rof~~ Engllw:el'" $I:al No, 43W9 Mq 22, 2002 t.~ 1', Schmiill 19m fu:~ t;1lJ;t Dm-c Lwtz. FL H$58 I ~, ,-..) ~B."," '~ :?/~ "', 0' .. , " " , ~, : k:;n ! ;.".' >'",t' i ./:;'" ,.;:l L~;': : , ~;~ {< 1':;3 ::'<..' . ;- ',..)( /, / ,,>" ~ ~) 'u~ll,~' " ~ " '- ~ t"'" ~ t .;'" ~ 19506 Ftcllclt Lace lJrive l.ul1:, FL 33558 ('~ florida Professional ~ - S<<l No, 43,;($ May 22, 2002 Ll'nOOa ft Scllll\iJl ',<, ,,' ,", " ,:.:,;', i"", '" c.!," 'i'V',' ,', :;'.2, " ,~'" ~~ ~".. " " ~, ,''. :~:,~:~fi;. ';:,\:");' ~~_ ~;f;;'~J~ ~'" : \-'/~R:' lo.,(J ",r r'i [,.' , " ~:;~s,Y<} i\),y, ' ',," ,",;,;;,,:^ " " "~....~ ~{.. ~ , 8. ~,~ (~J ';'}:). ,<'-0",:'.~'i'0<, C _,E~-~m: " , ,_.,':".':,"'co: ,;,' , , <f~~'~B:~'_:::"l. 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""<' >' " >;\ )(", , ,","', K' ,,'f " '<'u'''''':~ ',' ,'>M ',' " " ',',"$ "e"" )1~~~1-:'\-S.~ K('o)'C-;"~ ,.t-(''< -I:-~~~~-" ',"'~ ~f\..:'<"~ ;.~;~~:~:$',...;'(,~11.&:'..~qk~~....,,";;,t,.. ...'::;:~1""Q<..~'):"''':'''l1...,c''- """........~,,,,""~____,_,"_~ ~__~......~,......,"" "_""",,,..,,,,,,,...i:$..C~:'!:'\~,:.:.,,,...... _-.-,"""n-.,,,, ,~ " ''''''''.''''~ '..."'~........_"'" NOTE: All, p~meter $C~W$ ar<t 18 x 2- t/2" PF'H WS. R W Building Consultantst Inc. C_1ti~ ~ Snsin~ s..'fVlCllll ror the Bl1tlding lndlllltry ,.... ..... I (jl o ~ M M ..J u.. ~ [l ~ ~ I- ..... OJ I ..... 2 o >-~z z"'- <1:!zQ ZW(/) o~~ WOO ~uC3 OZo::: OWo o:::f- o...t::u: wO:::-1 0:::3:<( wwO::: COIl- f-f-Z Of-ts z;:) >-00... <1: I 0::: 2t::O z3:U <1:O:::w --lW~ o...zo (f)ZI I<1:(/) f-2::J 0... 0::: o o w 2 o I (/) ;:) ('f) o o N @ PRODUCT APPROVAL SPECIFICATION SHEET Manufacturer Simpson & USP Cross Over Chart with Florida Product Approval Numbers Simpson Product Florida Product USP Product Florida Product Approval Product Description Approval Number Number Number Number A34 FL474 Framing Anchor MP34 FL570 ABU44 FL474 Adjustable Post Base P AU44 FL569 CS22 FL1901 Coil Strap Tie RS300 FL822 H3 FL474 Hurricane Tie H10 FL474 Hurricane Tie RT16 FL565 H2.5 FL474 Hurricane Tie RT7 FL565 H6 FL474 Hurncane Tie LFTA6 FL820 HCP2 FL474 Hip Corner Plate Connector HHCP2 FL817 HDQ8-SDS3 FL474 Holddown UPHD8 FL817 HETA16 FL1901 Embedded Truss Anchor HTA16 FL821 HETA20 FL 1901 Embedded Truss Anchor HTA20 FL821 HGUS210-2 FL474 Truss Hanger THDH210-2 FL821 HHETA40 FL 1901 Embedded Truss Anchor HSUR/L410 FL503 Heavy Skewed U Hanger HTS16 FL538 Heavy Truss Strap HTW16 FL820 HTS20 FL538 Heavy Truss Strap HTW20 FL820 HTT16 FL503 HD/Tenslon Tie HTT16 FL821 HTT22 FL503 HD/Tenslon Tie HTT22 FL821 HUS26 FL474 Heavy Joist Hanger HUS26 FL818 HUS28 FL474 Heavy Joist Hanger HUS28 FL818 H U S41 0 FL474 Joist Hanger HUS410 FL821 HUS412 FL474 JOist Hanger HUS412 FL821 HUSC410 FL474 Joist Hanger HUSC412 FL474 JOist Hanger ITT FL474 TF I-Joist Hanger THO FL815 IUT FL474 I-Joist Hanger THF FL815 LGT2 FL1423 Light Girder Tiedown LUGT2 FL568 LSSU210-2 FL474 Slopable/Skewable Hanger LSSH31 FL816 LSSU28 FL474 Slopable/Skewable Hanger LSTA12 FL1901 Strap Tie LSTA12 FL816 LSTA18 FL1901 Strap Tie LST A 18 FL816 LSTA30 FL 1901 Strap Tie LSTA30 FL816 LSTA36 FL1901 Strap Tie LSTA36 FL816 LTS12 FL474 Twist Strap LTW12 FL820 LTS16 FL474 TWist Strap LTW16 FL820 LTS18 FL474 Twist Strap LTW18 FL820 LTS20 FL474 TWist Strap LTW20 FL820 LTT19 FL474 Tension Tie LTS19 FL822 LTT20B FL474 Tension Tie LTS20B FL822 LUS26 FL474 JOist Hanger JUS26 FL821 LUS414 FL474 Joist Hanger JUS414 FL821 MBHA356/11.88 FL538 Masonry Beam Hanger NFM35X1178U FL578 META22 F1901 Embedded Truss Anchor HTA24-18 FL859 MGT FL1423 Medium Girder Tledown MST48 FL1901 Strap Tie KST248 FL822 MST60 FL1901 Strap Tie KST260 FL822 MST AM36 F L1 901 Strap Tie for Masonry MTS12 FL474 TWist Strap MTW12 FL820 MTS16 FL474 TWist Strap MTW16 FL820 MTS18 FL474 Twist Strap MTW18 FL820 MTS20 FL474 TWist Strap MTW20 FL820 MTS30 FL474 TWist Strap MTW30 FL820 I MTT28B FL503 Tension Tie MTS27B FL822 PA51 FL474 Foundation Strap TA51 FL816 SDS 1/4x2 1/2 FL1463 Strong Drive Screw SDS 1/4x4 1/2 FL1463 Strong Drive Screw SDS 1/4x6 FL1463 Strong Drive Screw SP1 FL474 Stud Plate Tie SPT22 FL817 SP2 FL474 Stud Plate Tie SPT24 FL817 SP4 FL474 Stud Plate Tie SPT4 FL821 U24 FL1218 Face Mount JOist Hanger Set Pac 10 FL402.3 Expoy H D Titen FL2304.2 Titen Anchor ~.__'n.,._~._ "._____~~ As reqUIred by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below If they will be utilized on the construction project for which you are applying for a building permit We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products CategorylSubcategory 1. EXTERIOR DOORS A. SWINGING B. SLIDING C. SECTIONAL D. OTHER 2. WINDOWS A SINGLE HUNG B. HORIZONTAL SLIDER C FIXED D MULLION 3. PANEL WALL A. SIDING B. SOFFITS C. WALL LOUVER D. GLASS BLOCK E OTHER Product Description Approval Number(s) Plastpro Inc.l Nanya Plastics Jeld-Wen Distintlon Fibreglass Entry Doors Exterior Doors FL1321 FL498, 539 Kinco BetterBlit (MI Home Prod) Fla. Extruders (Milestone) General Aluminum Mk 2/3/4/5, Mk 2/3/4/5 HP, Mk 2/3/4/5 XHP 420, 470/452,470HP/452HP Series 500/1000/2000 420/430/440 FL126 FL561 FL45 FL264 Clopay Building Products Residential WindCode Doors FL542 Kinco BetterBllt Fla Extruders Mk 40/50, Mk 40/50 HP 165,165/3000,740/3740,3240/4250HP Series 1000/1500/2000 FL123 FL663 FL42 General Aluminum 1100/1140/1440/1450/1540/1550/1570/19001 1940/1970 FL254, 1698 Kmco BetterBilt Fla. Extruders (Milestone) General Aluminum RW HP, RW XHP, RW4-XHP 168/3168, 680 Series 1000 1180/1480/1580/1590/1980/1990 FL124 FL670 FL43 FL256, 1700 Kinco Mk 40/50 PW/CT, TWPW/CT FL125 BetterBiit 165/3000, 740/3740, 3240/4250HP, 680 FL676 Fla. Extruders (Milestone) Series 1000/2000 FL44 General Aluminum 11 OOTDL/11 001450TDL/1450/1550/1570/19001 FL255, 263 1697 1970/5000/5300/5350 Kinco M03-04A, M02-03A, M96-08C FL957 BetterBilt Fla. Extruders (Milestone) FE5709/5710/5711/5712/5713/5714/5718 FL974 FE5700/5701/5702/5703/5704/5705/5717 General Aluminum 1100/1900/1970 FL1252 Kaycan Ltd. Cameron Ashiey Building 0605/0606/9500/9510 Aluminum Soffit 41550/45102/451 02N A!umlnum Soffit FL1965 FL406 Pittsburgh Corning Corp. Glass Unit Masonry installed wlMortar FL1363 4. ROOFING PRODUCTS A ASPHALT SHINGLES Certain Teed Corporation 5. SHUTTERS A STORM PANELS B. COLONIAL CROLL-UP D. OTHERS 6. SKYLIGHTS A SKYliGHT B. OTHER 7. STRUCTURAL COMPONENTS A WOOD CONNECTORSI ANCHORS B. TRUSS PLATES C ENGINEERED LUMBER D. RAILING E CONCRETE ADMIXTURES F MATERIAL G.OTHER 8. NEW EXTERIOR ENVELOPE PRODUCTS A B CT20 (and AR), Landmark 30/40 (and AR), XT25 (and AR), XT30 (and AR) FL250 CRV Aluminum Ridge Vent NOA No 03-093008 Modified Bitumen Roof System FL479 Simpson Strong-Tie see chart USP Structural Conn see chart MiTek Industries, Inc. Boise Eng Wood Prod Truss Plates Versa-Lam SP Wood I-Joists ALLJOIST FL2197 FL1644 FL1645 FECP Corp. (Cast-Crete) High Strength Concrete Lintels FL158 The products listed below did not demonstrate product approval at plan review I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE lJ.J U ~ o z w '-' ~ o ft lJ.J 0::: <t: :::> o (j) w 2 LL.c:(0::: '00:::0 W LL.u.. I-w f- <(02Z ~-O::) X~O:::O 0::) LL. 0 O:::OzU o.."",w<( o...<<:~ <(O<(b wO::f-z O:::LL.w <(zo:::o OW~O W~(f)O f-~ZZ gwQ<( OO:::(f)w <(Z2 ~(f)w<(z c..:;lZ~B:o ~QOoi= 0(J)0:::f-() oEiJO~:::J LL."",iXoo... w:woo.. 0:::0f--1<( <(-1 Z co-1 ::)-1-0:::-1 a <( (f)' 0 <(~ (f)0:::-1-"""" -1W-1o -1>~zo::: <(0;;::.<(0 ~~-I Cl)1O~~ ~'(3 ~ ~ ~ ~ ~ ~ I CI) 0 1:5 Cl)CUifc..:;l c 0 z .! 'OJ) ~ 9 ca'- - ::) ...CI)5::ro oa)w e"C U [ ~ ~ ~ ~.~~ cv ~Il' =:::JO <(co !J;J -1 ~ 0::: f- 2 - ~ / ~ t5 a58tE~ w i'- 0 LL. c..:;lN(Y)~ zM 100 <( -J 10 10 o:::u.. NN o . , , . ~ ij5 ij5 "" (f) 0... co Oil I..h LOO~r-- ~o... 00 (9 - 0)<( ".t~ rr~ w c..:;l "" 0 I ~ N Z f-. (f) ~ (D - ~ZW <(lD'l'i ... 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I- W Z tJ 0 [] UJ 0 z w " z u;~5:2 0 Uf-(/)W::J oz(/)=,<: O-:r:> ~~t:::.;=(/) <l:("'IWO::;:::; ,,'-< t;(o 0 ~c::ooO :.;=Pwwu <l:w..:r:-'f- O::Of-~Z O::J 0:: (/):J:! ~;g:~oo:: i=~~~B C'J(j) 'Z l.I)O ~U) > W cr: UJ U - CJ) I- 0 -.J z - <( l- I- I W 0 0 - w 0::: ~ <I:: >- Z Q.. Z 0 <I:: --I U a.. SHEET NO. 2 o 0::: >-u..z: zl-O ~z- zw~ -(J)> oZo tso<( ::)00 OZ- owa=: o:::f-O o...!::ri wO::-1 0::3:<( wwO::: co:::r:~ I-f-w Of-O Z::::l . >-OD- c:(IO:: 2!::0 z3:o c:(O:::W -.Jw2 o...zo (f)ZI -<((f) ~~::) B. UNDERLAYMENTS C ROOFING FASTENERS D. ROOF VENTILATORS Air-Vent Inc. E. ROOFING TILES F. MODIFIED BITUMEN Certain Teed Corp-Roofing G. SINGLE PLY ROOF SYSTEMS H. CEMENTS-ADHESiVES COATINGS I ROOF TILE ADHESIVE J. OTHER 5-13 Q.. 0::: o U W 2 o I (f) ::J 10 o o N @ LAST PLOT DATE October 11, 2004 PRODUCT APPROVAL DETAILS SINGLE HUNG MASONRY (FLANGE) eN€' BY \.ICOD 0 CONCRETE OR CAJL< 3~T\w EEN BUCK BY J-HERS~d2::. ~ASONRY CPEN.I'NG \,1000 BUCK ~ (NOTE 6 ~ 7) BY C-HERS ~AS'Y OPENING BY JTHERS CAULK BET\,IEEN \,IlNDO\,l FLANG~ ~ I ~ \lOOD BUCK ,/ :-1/4' ~IN .. . EMBEDMENT .' . I ) 7=:'1 P K ------ ;~STALc.ATIJN ANCHOR 3/16' D;A. TAPPER (NOTE :2) ST'JCCO 1- II \~ : i IBY OTHERS Ldl SHI~ AS REO'D.I b1 :/4' ~AX PE~L~ETER (SEE NO~ES) I CAULK I BY OTMERS ' I I RIGiD VINYL i GLAZiNG BEAD I.'.H. (Typ.) (\v'INDO'w' HEIGH) I CAULK BET'.'EEN '.INDOI.' "I FLANGE ~ P~ECAST SILL Iv / VULKE~ ill$, ADHEsrVE 7 CAULK, DR APRV'D, EQL. I rU'.NGE TYPE CONCRETE C~ ,DERmCER /' 1.'1.,DO'" FRAME ,'IASC~RY JPEN;NG ) CAULK \ Sr:_l BY OTHERS I BY OTJ-1ERS ~ \ I ~ ----11'. \'. j @, . \~ 1-3/8' I~____~ PRECAST SILL ~ D. I MIN. ! EMB. ..' / ----- 2X4, "X6, 2XS 'w'OOD BUCK BY OTHERS . 1 . --, .;::::0 ___ l'.... BY OTHERS (SEE NOTE 16 ~ 23)& SECTION A-A ; JI '- "----~O~Tl~~A~?O(~O~~C~B; ;:dE!'6S~) 11-----;: \;/'\;/'-l VIEWED FRO.M 'IJ.J All C EXTERiOR rt J rt1 \'/:H, FIG G4 If 11 A -.J ELEV A TI 0 N IMPORTANT INFORMATION & GENERAL NOTES These r.otes are provided to ensure proper inst:anatio~, of F:Orida Extruders Mile:stoi!e products and must be followed ",ny. J -LANG€: TYPE wiNDC'w' FRAME h'E:ADE:R (BUCKE ~ID7H) I ONE BY '.OOD I~S'AlLATlJN ANCHOR II BUCK BY O-HERS 3/16' Dl~. T APPEi1 1 (NOT[ 6 ~ 7) (~OTE 12) , S~IM i;4~E:~~ ~ l\ R~Gl:J V~NYL (SEE N~P"ES) I GLAZING BE~D_______ C"'Y?) ______ r 1 \\/ L ~ I --X-: Q [ 1/\' 'V ~ --..; H/4' io'llN,1 I EM 3(u~\ENT r r c> i I ! GENERAL INS:ALLATION INSTRUCTIONS GLASS (TY?.)(SE:E NOTES> ~ 1) SHIM AS REQ'D. AT EACH INSTAUA'10N ANCHOR WITH ~OAD SEARING SHIM, MAlt ALCOWA8LE SHIM STACK TO BE 114". 2) USE SILlCONlZED ACRYUC CAULK BEHIND WlNOOW FLANGE AT HEA;) 8< JAI'1BS. SILL MUST BE ATTACHED TO THE SU8STRATE WITH VULKEM 116 ADHESIVE CAUlK OR APPROVED EQUAL. APPliCATION OF VJLKEM 116 A:JHESIVE CAULK OR APPROVED EQUAL AT FRAME SILL MUST COMPLY WITH SEAlANT MANUFACNRER'S RECOMMENDATIONS. -1-\ 3) USE SIUCONIZED ACRYUC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF LQ:, WINDOW FLANGE AND TO SEAL HEADS Of INSTALLATION FASTENERS. 4) FLORIDA EXTRUOERS 1000 SERIES SINGLE HVNG IS SHOWN. THiS PRINT ALSO APPUES TO THE FLORIDA EXTRUOERS 1500 A.~D 2000 SERIES SINGLE HUNGS. 5) WI~iDOW FRA:-1E MATERIAL: ALUMI~UM ALLOY 6063. FLANGE TYPE ~A .INDJ'" F~A~E ~A,"ll CAULK BEnlEEN I '..'INDO',; FLANGE PEYUETC1~ ~ '.'ODD BUCK ,- ., - \ CAULK .,J \~ BY OTHERS (JINDOI,l,! V:t"'H) \ STCJCCO BY OTHER; ~ULK Be:T\,{t:E~ SFCTION 8-8 ~fi,~ Eci'p~';,T~G BY GTHE:RS GL~SS (TY?) (SEE NOlES:) BH GlUCK rlEIGHT) ~ ANCHOR IN~iTALIATION INSTRUcnO,<S GENERAL, ~~ ~~ 6) 'JAIL ATTACHMENT OF NON-STRUCTURAL ONE BY BUCK ,S 4" FROM EACH CORNER ~ AND S" ON CENTER. USE A HARDENED ''T-NAll'" WITH A 0.097" DIAMETeR ANO 1 3/S" - LENGTH (S/S" ENBEOME~T), A HARDENED "MASONRY NAlL" 'NlTlrl A O.l~" DIAMETER AND 1 1/2" LENG:l1 (3/4" ENBEDMENT) OR EQUlVALE.~T. FOR AL TER,'JATE SECTION A-AlB-B, USE A 0.113" DIAMETER COMMON WIRE NAIL Wmrl A 3/4" EMBEOI~ENT OR EQUIVALENT FOR WIlUNG NON-STRUCTURAL O"lE BY BUCK I~O A TWO BY STRUCTURAL BUCK. ~ 7) APPUES TO ALL NON,STRUCTURAL BUCKS LESS THAN 1 1/2" TrlICKNESS. NOT INTENDED TO liMIT TO NOMINAL ONE BY WOOD SUC< ONLY. BUCKS GREATER'T1-IAN 1" NOMIMAL (3/4" T1rllCK) ANO LESS T1rlAN 2" NOMINAL (11/2" THiCK) WILL REQUIRE ~ NAIL LENGl11 SUFFICIENT TO ~lEET EMBEDMENI REQUIREMEi'<TS OF NOTE 6. LQ:, 8) AU INSTALlATION ANCHORS MUST BE MADE OF CORROSION RES!STA~ MATERIALS OR HAVE A CORROSION RESiSTANT COATING APPUED SUITABLE FOR T1rlE ENVlRONMENT AND/OR FRAMING MATI:RIAL. WHERE ANCHORS ARE oSED IN PRESSURE'PRESERVATIVE TREATED 'NOOD, THE WOOD SUPPUER SHALL BE CONSULTED FOR RECOMMENDATION Of ANCHORS COMPATIBLE WITH T1rlE PRESSURE-PRESERVATIVE TREATMENT PROCESS USED. 9) ALL FIELD SUPPliED HOLES IN THE FRAME (IF REQUIRe)) WILL BE 3116" IN DIAMETER. 10) WOOD SCREWS SHALL MEET ANSI B18.61 DIMENSIONAL REQUJREt-IENTS. 11) IF WOOf? TENDS TO SPliT, PRE.BORE HOLES AS FOUOWS: #8 WOOD SCREW . 1/8" DlA. PILOT HOLE & /tl0 WOOD SCREW, 9164" DIA. PILOT HOLE (NATIm.AL "."" <.': .' S>ESIGN SPECIFICATION FOR WOOD CONSTRUCTION). .<~ ,\, i4~%' ..... [SEE SHEET 2 FOR CONTINUATION OF NOTES] , ~t.'( ,~' " ^~~ :tt;J~. .,,' :::?:~ ~J';i}J'J'!A...\~\-.,. REV DESCRIPTION IDATE INI FLORID ~ EXTRUDERS INTERNAT1?NAL. I~C .,,\ ,': ' '. " .. C R""SEa NO,ES 3, 6 7 I. )1" 1-\. 2540 JEIIETT LA:.'iE ; I":; ~ <..".'-k- 8, 15. leA & 22. ADO€t 112/19/tJ RvA CERT:eCA1O OF 'OlHOR'ZA,:O' NO. 92.)5 SA.'IlFORD FLORIDA ~J.,~i\. ,'2)!t~5 ~~~OZ;.;~;E;UTfD I TITLE: INSTAlLATIJN DETAIL ~ ,*'~. :l'llo.~ ~,:~": IREF'ERE.-":CE.5 AND I Is' H' ~ , '"",~,>,.;';~.~ ~"'}~"~s.~~.,: !LWSiRA110NS POR N01'E J GL, I)N..., FLM'JGE "I~DO",S - SER:ES :0')0 i 1500 g. 2000 " .-'b;'. ".",~.._.,- ..... ].R",,"S'O'S. I I DRAW~' BY' BE [APPRO'=D BY.R 'A J". ,,~,:>~'q'~ ~~";."~ :. -.l.~ , V>:J .-...1. ".",,,':: i DATE:12/19/03ISCALE:NTSIDWG.:FLeXOC15,S~T 1 OF 2 CONCRS....E JR MASONRY DP::~l~G BY OTHERS INST ALLA TlCN ANCHOR #10 \,IOOD SCREI.' (NO-E 16 o,~d 16A) SECT,ON A-A (ALTERNATE) & ror ;nsta:lat:onvv:th two by witn or wlo one by wood bucks. ~g I~ ~= ~it i~ SINGLE HUNG FRAME (FIN) -l i-- I' ~IN. E~BED"ENT I.'INDO',,! Vln-H --ir ~~~ ~S~~CE (YOOD SCRE'.) CAULK BET.TEN SHEA TrllNG S~;~ AS ,EQ'D ' T~D BY "'oeD I.'INDC\'/ FIN ~ BY OTH€:RS T\,'O BY VOOD (SEE N07ESl I r\ ,B' eTHERS $HEATrllNG rn OTHERS J/II lSSTALl~TroN A'.CMOR 1/ SHIM "'S ,E'"'D. ; liS '..'OOD seRE'" SHOVN ________ I'.' 'I 'II / ~ I (SEE NOTES) I ~ \ --h.di I " ~ l' "IN. JlV g~~~~~ i.... IIV /1 I GL~ii~GN~r.~; =:bLln~ .... ~;CERr,,) :::~~~ 7t I ,~: ,~ J,~r'I;1i';1AL ,.,}::::;~~ UI%D6;:EFRA,![ \,I;ND~jNF~~~~ 7 L ;I~~~:T;l.io i GLAZl~G (TVP )HEADER oAMB PERI~E"ER INST ALLA TlJN ANCHOR , ~ (SEE NQ,ES) CAULK #S 'w'DOD SCRE'" Si-<DVN /"' BY OTHERS STUCCO BY OTrlERS ! SECT:ON B-B I U IMPORTANT INFORMATION &. GENERAL NOTES These notes are provided to ensure proper i!'stallabon of Fiorida Ex1n:ders Milestone products acd m"st be followed fully. GENERAL INSTAllATION INSTRUCTIONS 1) SHIM AS REQ'O. AT EACH INSTAllATION ANCHOR W1"H LOAD BEARING SHIM. MAX. ALLOW~6Lf SHIM SlACK TO Be '14". APPLY A BEAD OF VULKEM Il6 ADHesIVE CAUlK OR APPROVED EQUAL AT mE FASTENER _OCATION POJOR TO INSERTING THE SHIM '0 ADHERE THE SHIM TO THE SUBSTRA TE A,~DIOR W1~DOW FRAME. FULL BEARING BETWEEN THE SHIM, SUBSTRATE A.NO WINDOW FRAME ARE REQUIRED. 2) USE SIUCONlZED ACRYUC CAULK BEHIND W1NDOW FlN AT HEAD, SiLL &. JAMBS. 3) USE SIUCONIZED ACRYUC CAULK FOR PERlMffiR SEAL AROUND EXTORIOR OF WINDOW FRAME. 4) F~ORIDA EXTRUDERS 1000 SERlES SINGLE HUNG IS SHOWN TrlIS >RlNT ALSO APPUES TO THE FLORIDA EXTRUDERS 1S00 AND 2000 SERlES SiNGLE HuNGS. S) WiNDOW FRAME MATI:RlAL: ALUMINUM ALLOY 6063. ANCHCR iNST AllATION INSTRUC:l0NS ,---'.INDOW-l I 1.'10TH i A--, I I I GENERAL: wlNDO'" rlEIGf<T II ~i, A,NCHOR ~ SPACING , . (SEE BELO,.n~ I.'I.NDO'..' ~ HEIGHT II J L: , 11 Dc' 1>) ALL INSTALLATION ANCHORS 'lUST BE >lADE Of CORROSION RESISTANT / .- I ~ MAITRlAlS OR HAVE A CORROSION RESISTANT COATING APPUED SuITABLE FOR .. , ' , THE ENVlRONMENT ANDIOR FRAMING MATERIAL WHERE A,~CHORS ARE USED IN 3 ,,~, 3 PRESSVRE-PRESERVATlVE TREATED WOOD, mE WOOD SUPPlJER SHALL BE I CONSULTED FOR RECOMMENDATION OF ~N010RS COMP~TIBLE WITH T:-IE [QUALl Y SP~CE PRESSURE,PRESERVATIVE TREATi'1ENT PROCESS USED. I' : ~NC~ORS (TvP) 7) ALL FlELD SUPPUED HOLES IN THe FRAME (IF REQUIRED) WILL BE' rj , i\C a) 3/16" IN DIAMETER FOR #8 WOOD SCREWS. AND 'I :' ~ b) T"rlE SHANK blAMETER Of ......rlE ,"JAIL ROUNDED UP TO THE NEXT STA.NDARD / I :Ji, DESIGNATION DRlLL BIT SIZE. , i, I B) WOOD SCREWS SHAU MEET ANSI B1851 DI,\ENSIONAL REQUiREMEN7S. 1 J I. ! 9) NAlLS SHALL t"EET ASTi'1 F 1667, "STANDARD Sl'EClFlCATION FOR DRIVEN I FASTENERS; NAILS. SPIKES. AND STAPLES." I A..j ; [6' ~AX -.J 10) IF WOOD TENDS TO SPliT, PRE-BORE HOLE AS FOLLOWS (PER NATIONAL I 'UYP ) DESIGN SPECli'lCADON FOR WOOD CONSTRUCTION REQUIREMEN"S): r ..: ......: 6' ,"AX (TY?) a) #S WOOD SCREWS - l/S" DIA, PILOT HOLE. b) 0.113" DlA. NAlLS, #44 DRIU. SIZE PILOT HOLE. E L EVA T iON c) DmER NAIL DL'lMETER PILOT HOLES NOT EXCEEDING 7S% Of THE NAIL'S DlA~lETER AS REQUIReD. 1,) WOOD SCREW AND NAIL WlTHORAWAL VALUES USED TO GENERATE FASTI:NING REQUlRE""ENTS ARE BASED ON SOUmERN PINE WITH A SPECIFIC GRAVITY OF 0.55. 12) WOOD SCREWS A~O NAllS SHAll ~OT BE MIXEi:> TO FASTEN THE SAt"E ASSEMBLY. - 13) WOOO SCREWS AND ~AlLS SHALL NOT BE USED TO FASTEN ASSEMBLY I~"O THE E~O GRAIN OF WOOD. - ~ GL~ZlNS (TYP) I (SEE NDTES) ___________ ~I I , I - FIN TYPE ~[2sA:;~OV FRAME ?ERHo1';:"'ER i ~ MARBLE SILL CAULK ~ W STOOL I BY OTHERS '.:. '. l~.i ,~llY OTHERS ,~. 1111----- TVO BY '.OOD L~STALlATlDN ANCHOR '.,' ':.'. I ---- - BY JTrlERS "8 I.'OOD SCRE'w' SHO\lN ------+-:. ' ----rJII! I SWCCO _____ ' , BY eTHERS I CAULK BETVEEN '.'lNDOV FIN Si-<EATH~NG ~ SHEATHING BY OTHERS --1 AN::;HDR ~ SPACING (SEE BELO\,') ViEWED FROM EXTERIOR ~LAD SI' L ~ ~AMll ANCHOR SPACING (TO 7a PSF DP') "'DOD seRE''';, 24' C C ~AX. CTYP) NAIL' 7' C C. ~AX. FOR Jt,~BS AND 10' C C, ~IAX FOf< ..,EAD 8. SILL SECTiON A-A i--- I'MiN, EMBEDMENT (VJOD SCREw) " ~~ go "z i!5~ ~g .U ~:l ~~ ~~ ..,01-"'~~\.~~:~' " .,' ~'f0 1; . "',,).t:', ~. ~~ ~".4,~~.~~. J>.l('q; , /~~.' " .... REVI DESCRIPTION DATE INI ;n " "', --",-!B l<llJ::VfS~IU I R I ! l;i ~ .~ ~._. ADO REQ\J,REMENT TO 10/1/03 v A i I '4 ).\ :.~.:( jUSE ADHESM: CA0lK , .,.. ''<' >. .I AT ShiM _DCNION \~~~~t'~l c i~fJ:,Fb~~,"mMR~' .. [SEE SHEET 2 FOR CO~l1NvA TIDN OF NOTES] FLORIDA EXTRUDERSI~1~~N~l~1~\.lli~ C!:R11ACAIT OF AUlliORIZA:10M .'". '235 SAi'liFORD FLORIDA TITLE: [,NST ALLAT I ON DET A I L li/li'8 seRE.s OR NA I LS SINGLE HUNG FIN W:NDCIi - SERIES 1000, :500, , 2000 DRAWN BY: BE I AP?:'lOVED BY: R~A DATE: 12/1 C/03 I SCALE: N ~. S IDWG.:FLEX0026 SHT 1 OF 2 DCOSH, ,-lX!XV6 1000SH-. rlX2X3/S JAH9 . TYD )~~I /, I ", uu.B.E , %ldPN JAMB ay.) \ ,.L, TUFE "UlLlPN pJ_..._,~ ~B x l/2 SELF 'C2' ~ ~~ x ~/2 SEd:" TAPPING SI-lS TAPPING $MS !I ':I~ !I 'I~ r==4 -,,!~ f ' ! iT'PICAl VERTiCAL T~ r<CR~ZONTA.l M'UlUON TO ~U'_UON I 2 X 4 X 3/8 "\ I I T o3E MULLlCN \{ n: I , '1 !DOO S~.- I II JAMB ("~j \ i I ! I I =!! '. ! ~ ...,r:- !~p~I~62$~~Lr : ~I 1 ~ . f--- HORIZON-r AL SLIDER MASONRY (FLANGE) TYPICAL MULL INSTALLATION CONCRETE CR C"'ULK BETI.'EE~ '..ODD iNSTALLA11CN ANC"OR IMPORTANT INfORMATION &. GENERAL NOTES t' ~AS:;N~y 06}~~~g ~JBCyK ~""H~A~S~Y FJPC'.jlNG ~~6~~ ~~~ T A,PPER These notes are prov1ded to en$L<re prOiJel' InstaJ1atol'\ of ;::!oflda Extl1.Jders "111estore ~ ONE BY '.DOD _' _~ products and must 00 follov,ed fully BUCK BY OTHERS , I (N'JTE 6 ~") ~<:\,~ ~ III '~:/4'M~I~ GENEIW.I~STALLATION,NsrnUCTIONS 7)APPUESTOALL'jQN-smucruAAL8UCKSLESST~AN i :;2"THIO<NESS. NOT C~LlK BETI.'EEN '" E BED E~ c iNTENDeD TO LIMH TO NOMINAL ONE BY WOOD SUCK ONLY. BUCKS GREATER W iNDO\,l FLANGE , 1) SHI,"! AS REQ 0 AT EACH INSTALLAT10N ANCHOR NlTH LyAC BEARI'G SHIM '1AX ~ THAN l' NOMIMAL (314" mlCK) A~D LESS THAN 2" NOMINAL (1 L12" THICK) WIll ~ "'ODD BUCK lc/" I r AUOWABLE SHJM STACX TO BE 1;4". LC.:, REQUIRE NAIL LENGTH SUFfiCIENT TO MEET EMBEDMENT REQUIREMENTS Of .;>111 i/4' S"I~ 2) USE SIUCONIlED ACRYLlC CAUI.K BEHiNO W1NDCW fLANGE AT HEAD" JAMBS. SH ~OTE 6. r~ ~I ! SPACE ~AX -I ~UST BE ATTACHED TO THE SU8STRATE WITH VUU<E~ 115 ADHESIVE CAU',K DR 8) ALL IN"'ALLADON ANCHORS MUST BE MADE Of CORROSION RESIST~NT , ~ - APPROVED EQUAL. APPUCATJON OF VULKEM ':6 ADHESIVE CAULK AT FAAME SILL "CST ,WITRlALS OR HAVE A CORROSION REsrST ANT COATING APPUED sun A8lE FOR il ~ COMPLY INIT'rl SEALANT MANUFAClURER'S RECOMME\.ICATIC~S, THE ENVIRONMENT AND/OR fRAMING MATERlAL WHERE ANCHORS ARE USED IN . I II ' : /~C 3) USE srUCON1ZEO ACRvUC CAULK FOR PERlMETER SEAL AROUND OOERlCR Of PRESSURE.PRESERVATIVE ,REATED WOOD, THE WOOD SUPPUER SHALL BE SWCCO I Ii I i'\ i L1d WINOOW FLANGE AND TO SEAL HEADS Of !NSTAL~TION 'ASTONERS. CONSUL TEa FOR RECOMMENDATION OF ANCHORS COMPA-:1BLE wlm THE I BY OTHERS 'IlL n : 4) FLORIDA EXTRUDERS 1000 SERlES HORlZONTAL SUDER:S SHOW~. ~RESSURE-PRESERvATIVE TREATMENT PROCESS USED. I 0 I, I. 1=Ji' I 5) WINDOW FRA."!E MATERIAL' ALUMI~UM AllOY 5C6J. 9) ALL FIELD SVPPUED HOLES IN THE FRAME (IF REQUIRED) WILL BE 3/16" IN Iftj r I Sr<I~ "'5 ,EQ'" DLAMETER. PERi8~0C~ ! I I - (SEE 'CTES) B' rl. ANCHOR INSTALLATION iNSTRUcnONS 10) WOOD SCREWS SHAll MEET ANSI 81S.6.1 DIMJ;NSlONAL REQUIREMENTS. BY DT"ERS I I (BUC ll) IF 1'1000 TENDS TO SPLIT. PRE,acRE HOLES AS FOLLOWS: #B WOOD '. rl ~. I HEICH+ GENERAL: SCREW, :IB" DLA. PILOT HOLE" #10 WOOD SCREW, 9/&4" DIA. PILOT HOLE (~I~DOI.' n r~ I FL~NGE _Y" 0 ) 1-\ 6) NAIL ATIACHMENT OF NCN-STRUCTURAL ONE BY BUCX 15'" FROM EAC'" CORNER AND (NATIOMl DESIGN SPEClFlCA110N FOR WOOD CONSTRUCTIO~). -EbHT> 'I~ L IoII'iDOV 'r~~€ ~ 8" ON CEt-fTER. USE A HARDENED ''"T-NAIL'' 'MTH A C,C97" DLA."1EiER Nm 1 3/9" lEN(i'fH 3LASS (np) i El"" ~ HtArER' (S/S" EMSEDMENl). A "'ARDEN ED 'MASONRY NA;L" WITe AD 148" D1WETER AND J ',," 3/16" DlA. TAPPER CONCRETE SCREW (WITH NON-STRUCTUiVlL ONE BY (SEE 'NO"ES) 1"'1 ~I ~'U ctNGTH (3/4' EMS<D"€Nl) OR EQUIVALENT WOOD BUCK), , ' - \ & DNE BY I.'OOD BUCK By CNCRETE JR I C"\ SO,"OY nPE I"G 12) WHERE W1NDOW IS lNSTALLEO IN MASONRY OPENING W'ITH A Ii, I OTHERS ~!'.jOTE: is I!.. 7> ~A ;'!'I. I '-' N ''I [. I' B < DTrlERS NON-STRUcruRAL ONE BY WOOD BUCK (~OTE 7), JSE A 3/16" DIA. TAPPER CONCRETE SCR.EW Of SUFFICIENT LTH, TO ACHIevE ~IN EMBEDt>1EN1' OF 1-1/4" r:L-----.Jl \ ~IGiD vr,yc ------CBucl '::lDTHi)7.;. sHc;;-i\ 1-:;" M" r INTO 'iASONRY OR CONCRETE. ?ER!~ETER , --------cnJ] - GLAZING BEAD FLANGE TYPE S?^CE ~~X- -i r\ ~ EM>E'MENT 13) SEE SHEET 2 FOR TAPPER INSTALLATION A~CHOR LOCATION CHAAT. ',ETTER I CAULK \' 1\ (TY?) I I,dNDO',", FRAME ~SH:~ AS R'EQ'D I \ DESIGl'lAnONS ON THE lAPPER LOCATION CHART L\.jOlCATE WrlERE -:-APPER I BY O-HERS \ I II I FLANGE TYPE JAMB (SEE NOTES) ~ I \ i' 0> I CONCREn; SCREWS ~RE TO BE INSTALLED WHEN USING THE EX'T1;RIOR I ilL w'iNDO'.! FRA,"E "'ST AllA T[ON ANC,yOR -\ ELEVATION AS A KEY. ;, ~\, ~;! SiLL , 3/16' DIA ~APPER ~~ ' 14) TAPPER (RAWl) CONCRETE SCREW MANUFAcnJRED BY POWERS fASTENING. . -~ -l (~OTE 12) i \ j '7 INo. WlLL BE USED. TAPCON (by ELCO TEXTRON INC.) OR mEN (by SIMPSON i "irID VINYL I STRONG. TIE) CAN BE SU8SmUTED WIm THE FOllOWI~G LlMITATIONS FOR I U "'.\ :' oL'AZING . B[Aij7 mE HORIZONTAL SUDlNG WINDOW SIZE 024, D24S, D2S AND DZ6: Iff,. 3LASS (TyP) /' II /\ a) INSTALL n"lO AD0[T10~AL FASTENERS IN HEAD OVER CHART (SEE NO-'-S)' I RJ;QU1REMENTS AT LOCATIONS A AND D. CAULK BET'''EEN ~ / "l i ' - '\ f -J( il: ,I, /' Q IS) ALL REMAINING FAcrORY APPUED INSTALLATlON FASTE~(R 'iOLES NOT "'l,NlJO\,l FI.ANGE II t I _ t _ l i i ..... uSED FOR TAPPER CONCRETE SCREW INSTALLATION SHOULD BE FlLlED wm; #S ~ PRECAST SILL ~ '1 "I' WOOD SCREWS OF SUFflCIENi Lm. TO PROVIDE MIN. SIB IN. EMBEDMENT INTO 'w'/VULKE~ ::6 ! S~r C~IIO", i A-A i~I' I W0008UCK. ADHESIVE CAUL~ PRECAST SILL.J I, C~ULK BUW'EEN , OR APPROVED Dl BY OTHE,S \,Il~DO'" FLANGE . 'I ' #10 WOOD SCREW (WITH STRUcrulW.. TWO BY WOOD BUCK): ~ 1.'00 D BUCK I : p [ 'II .\/ -I, prR.'"~T~R ~ I I' "~H RAL I " "'" " . 16) WnERE WINOOW IS INS,ALED IN MASONRY OPENING m' A STRUm A -c---, I CAULK S-cCCO 'j TWO BY '.'1000 BUCK, USE #10 WOOD SCREWS (ANSI B1S.6 1) OF SUFFICIENT ABC ; 0 i BY OTHERS BY O'HERS I . cENGTH TO ACHIEVE 1.3/8" MIN. EMBEOMENT IN'TO THE TWO 9Y WOOD BUCK. I ! "I" cA'LK BET' 'EeN 17) #10 WOOD SCREWS SHALL BE INSTALLED AT ALL FAcrORY >\PPUED "'fE I : . ------c'.IND~W" 'w':DTrl) 'J 00JD BUC/ ~ " INSTALLATION FASTENER HOLE LOCATIONS. \./,,11-1 G c. +fl i $ II #: T F ~.~ .'J.~~,'~.'~,~;~:;~,~ SF8C~~i\ ~~S~Y7H~~~~rNG ~~7~og~.~~~,ySSHALLNOTBE~~i~~E~;~~~~~~l~gNT~~~~~Sl ;:/::/ .-1 H' .: ~ / ~",~r..>:-'\<SiJ.f.~;:.," REV] DESCRIPTIO~ DATE I IN! FLORIDA EXTRUDERS INTERNATIONAL, INC , 00 . .... . 2540 JEWETT L.~'JE II " 8, II' 8 ~~;f ;.J" B 1'?O~R~,C6T~~iO""'CD~A:~:DE ICJl6/D3'1"1JA C'R""CATE O. 'urHOR'ZA~O' '0. 9135 SANFORD, FLORIDA i i ~ ; i(.r , -i-..'+-:'-' ,~^' 'M I It I J ,'5 \,1''''.\ . ~4iZJ{?;V) ib~~:iOf g~ :~5"f;S I TITLE iNSTALLATION DETAIL ',1/ TAPPERS ~ I I %ir "l.'" H:GH. HCRZ SLIDING FLANGE WINDOII - SERIES 1000 [I t,VATION A --.-J ~~>.;,.~,~~:"",,~,~".:,:).,,:~}:~(~~;" C )~~:goNA~~~6;io~~fg ;'2/13/C3IRJA DRAWN BYBB I APPROVED ByR~A V,EWED FROM EXTER'OR. .,..' lONE BV BUCK "",,_OCT I i DATE 12/19103 SCALE: NT$ iDWG. FLEX0020 SYEET 1 OF 2 ANCHOR INSTAcLA110N INSTRUCTIONS (CO~T) r ~U~Ee ri~:L~~~N lOCO $J1 ~ b1 '( .: x 1/6 A/oI1 (~'l'P) \ TUBE' MULUDN " J r: " i ,1~-'BX"2SElC .. APPINCl $J.'.$ ~ i~ ~ GENERAL (CO NT): JAMiO~-;~~ ---I 1 ~ .S X 1/2 SElr " Ji ~ ,.. APPING SMS ~ \CO ----'l \ - <?I \ "1 S{;,A1.AN'T a(.TVE1i':N "- 'olINDe,*" '"lANGU So MLIlLICN ~6 X 1-1/2 seu" T APP:NG $M$ SECTION A-A (2) ='- <-'I \_ '" stAlANi BC'I,,'t:'EN "'-- V~~IlW r;"ANGES " "UlllON - ~a x I-V2 SELF -:- APP iNG $Jo1S SEC~ION A-A ( 1 ) 1 X 2: 7/1& X l/8 TUBE KULllON ,- 1 X 2 7/16 x 3/8 [COO SH I -L'l'LiBE: foiLlUON ....AMB (-y?) I ,i ~ '8 X 1/2 SEeF , I~ TA,PP1NG SM.$ 1 COO S.H. I ,-_ JAM! (np)~ lr ~I ~ ~a x 1/2 SELF" i APPINQ SMS 'i~ ~ ~ ~ '!?\ \ ~ r SCAlAN; BE T\,IE.E:N \ '<- ~tNDlN r:,ANGES , l-lULL1CN '--U8 x 1-1/a SELF'" TAPPING SMS SEC"ION A-A W nil, '0:" :..:::. I I 10QO S H, -. I ' ...AMB (TY?) 'I Ii! \, I o:d I :r: ?U i 119 X 1/02 StLF' W. " ~ APPING $Jo1$ \ ........ r SeAl.ANT Bt T'.I't:E ~ "--- VlNDC", rLANOE~ 'L IIQ X l-l/~ ~sUft~ON TAPPING $MS 5ECTION A-A 0) rlt' ':/~:. I . :000 S.H. II J oA"B (TYP) '\ I : ~ J~ '8 x ),2 SELF j[ '.JJJI ~ T AP?!NG SMS 'ill { (.; "-I __J1i ~ ,c; , ;J) ~ , "I SEALANT ,ET'lttN 'L- \olINDe'.' r~PNO(S &. MUlUCN 11-8 X [-Uc: SELF ... APPING SMS SECTIO,'< A-A i 61 ~ \~. '" SEALANT 'ETV'tN 'L- 1J1NDQ\I ~;'ANGES , ~ULL10N 118 X 1-1I2 SELF T APP LNG SMS SECT'ON A-A (5) 1000 s.H,-.... ".,AM8 <TYPj \ ~ HORIZONTAL SLIDER FRAME (FIN) $I-1EA-.-1rNG _____ i'~ T..O BY ,.;000 CA;JLK BETwEEN 31( J......ERS I ~~~ r BY lJT~ERS w';N~O~~A~~iN~~ ~II: ~h ! V\ I INS-ALc~TlJ~ A,~CHOR 0- ull \~ ~/ I 'B '''DOD SCREI.' SrlOYN ~ i II __V_.J 1 S;I~~~g ~~ ________ i [1117 \ I :/4' MAX OTHERS .L, 1l1{_ -"'J J $rl;M S'Asr ) PER;~ETER~' II~' CAULK 1]1 BY OTHERS 'poll, J ~ I I~ I'''''"' "'" r (SEE ~OTES)~! ! I II i i' I! i I 'I I' 11 I II Ii ~$j n, 'ce, Irl~I/;!tNcCI.' FRAME I: ul L~A~BLE SILL 'I 11 ~~8~~s BY " IL 1/4' SHlM i' Jr=: _ ISP~CE ,"AX ~. I --L- :NS'TALLATlON A:-.iCHOR 118> \ ' #8 I.'OOD SCRE'. SHOW; ----- , J ~ ~ ~S REQ'D STJCCO ~R )1.--::> \ (SEE NOTES) SID6~8E~~ -~. I "I I \ :> "1'~ '.1 ^Mt~);... CAULK BE~ ""'~EN I ~ ~ I ~ ~ ,~> J"!J ~"'~~~~~H~~~ Sr<1:ATrl:NG -...! ~~tl ,- i: /~~~~~:;;~\:~'~;;Jj/:.', I BY JTH2:RS - ffi BTVD BY \0/000 5 i;i ,r (\:( ~,t tl : ~-+;-_r ~ BY OTHERS ~ :I -r, ., "t~;O) -) g ~;. II ':': ' ,:,.. ~ I ~ ", f;~t~t~::~~.:~{~i~~': "'<' ".. SrlI~ .lIS REQ'D (SEE NOTeS) ~ l.'iNDO'..' '.rDTH -'-H- S:;;~' S~~~E CAULK BET'..'EEN I Tl.'o BY ,.00D I,i r I.'INDO'w' FIN . ~ nrr'" "'n --I ;~~ ;;;;\~:' ~i /~ 1// ;~"e'~ II t) A...., I I~ ~u i "'I lnv N IVI \ I ,_bIN r- . I II I ~ :~ -------. Iii 'I' \ 'I EM;EDME'NT I' ., I 11" ,: '~('..'-=::1CRt") W1NDD'.I ;,II': j/// II 7' /- '1'M [QGA~LY I H::rGhT i / 'I II SPACE , '===: ' =F Lf!J , ~,t,i~~~;s r if( II I I L~' B ~~ I " 1~/I'I' / A>IC~OR A ~ 'i 6' "AXJ I / J 1/. SPACING 'I (TVP) f (SEE BELOV) 6' ~AX (TYP) _ ~ _~ GLAZiNG (:;P) j / P[RI,~[TER j! (SEE NO, _S) C~ULK J ' SHE~-Hl~G EI C:VATIOI'i I BY C-HE,S / BY STHERS viEWED FROM EX'7ER'OR F:.~ TYPe '.iNDO\,l .J ST vCCO OR I YEAD sri t &. vA,~B A.~C~OR S~ FRA,~E ~AMB SIDING BY L ;,ST ALL~ TIQN ~NC'iDR DT~ERS #8 "'ODD SCREI.' SHOwN \. "-.. SEAl.ANT' !IET'.II::i:N '--- vtNDC" rRAMt ~"8 ;( 1-1/2 's;~L1aN TAPPING $MS SECTION A-A (5) (( ~~ \ ~ SEAL.ANT BET'M''!::f:N \ "-----'-- 'JINDCIJ t'"RAME. L ~9 ~ t-1I2' ;Ei'~ICN ,.. A,PP[NG S~1S SECTION A-A (6) n~l.,jE4 H~rL~J~N If=: Ii i I I I' I t~CI) SH'I" I lceo SH, .;ANB (T'r'?) \ i! ....AM! (~VP) \ ~I Ir~,s x l/2 SELF = / TAPPING S!-1S [ , , rl I i I' I I I F:'J -;-Y?E \./j,~roW' FRM1E HEADER J ~~S X 1/2 SElr "f APP!NG SIolS 1 If 'II I \<.; \ ,,} "-I ViNDO'. -fEIGHT I I I I ""~"" i CAULK J BY eTHERS '..'QOD SCRE"', <:4' 0 C ~AX - T8 70 PSF ~ P SC:CT!ON 8-8 ~~;L, 7' J.C "'AX - 46 PSF ~= 7C PSF :) P NAILl ;'0" C C, ~AX - ~O 45 ?SC" D,? IMPORTANT INFORMATION &. GENERAL NOTES These rates a'e prov;ded to ensu'e proper 'nstallation of Florida Extruders Milestone products and must be followed fully. GENERAe INSTALlATION INSTRoCllONS 1) SHIM AS REQ'D. .~T EACH IN~ALLATIO"l ANCHOR WITH lOAD BEARING SHIM. MAX. ALLOWABLE SHIC>1 STACK TO BE 1/4". APPLY A BEAD Of VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL AT THE fASTENER LOCATION PRJOR TO I~SERTING THE SHIM TO ADHERE THE SHIM TO THE SUBSTRATE AND/OR WiNDOW FRA,'le. RJLL BEARING 8ETWEEN THE SHIM, SUBSTRATE AND WINDOW FRAME ARE REQUIRED. 2) use SIUCOMZED ACRYUC CAULK BEHIND WINDOW FIN AT HEAD, SILL 8< JAMBS. 3) USE 5lUCONIZED ACRYUC CAULK FOR PERI~'ETER SEAL AROUND EXTERIOR OF WINDOW FRAME. 4) W;~DO'N FRA,'lE MAHR:AL: ALUMINUM AUOY 6063. [SEE SHEET 2 FOR CO''IT!NUATION OF ~OTES) REVI DESCRIPT;ON IDATE I INI B IREViSED NO'E 1 TO 'lOI'I"3!R 'A :~DO REQIJ,REM::N'" TO I ..... . '0) I' '-" IUSE AOHESM: CAuLK I I A'" SHIM '.CCA'ON. I ----+----- c !REV'SE~ NO'E 5 I' 2/' 0/031 R 'A IREVISED NO"E 6 AND ,. , ~ Tli!..e: TO ,~E:C"i.t:CT I..JA~l II i AL "-E:RNA n: 1 FLORIDA EXTRUDERS I~~~N~If&1~L,~~ CEf"'FlCAT"E OF AUTHORIZA'T'ON NO. 9235 SA."lFORD FLORIDA TITLE INSTALLATION DETAIL 1,1/#8 SCREIIS OR NAILS HDRZ SLIDING FIN III~DnW - SERIES 1000 DRAW)! BY: BB I APPROVED BY. R";A DATE 12/10/D3!SCALE':-.J, T. S DWG.: FLEX0028 SHEET 1 OF 2 SECTION A-A DETAIL C A.iJX!lIARY pi ATE I .~~'r-rrl"J DETAIL C \ , 0__0 4- , \1 io\l..L:...JCN I II ~ -41 ! APPUES TO HEAD '" SILL WHERE l' X ." it 2' X 4' rVSE MuLLIONS ARE "SED r 10.)0 ? \01 JDESIGNER r LOCO P,'" JD(SrGNER I SIL.l cry?) SIll (TV?) I~B X 3/4 SEL' r'S x 3/4 S(LF ~ lAPPING $MS l / ~ APPING $l-i'S 1- , ~ I X 2 X :/a JI"' I!I "Ii 1 x 2 x J/a I . \ ,"'9' MClUON L~;iJ}lr TU'E MULLlCN I ~ S~I\...A:,(i 3(T....(::~' , I I 'I ' I I 1,/1 NDCIJ >'1..A/'IlGtS \ II I I l,-.-_: - \. ~t,.L,-lON L.lC[ I . . , ~ \ I I I . ~~~~t~T ,t~~~HJ : .a x )/' mr ~. ~ ~a x 3/4 Seer , ~LLUCN '- lceo S..'-:. ~ APP!i'<G $"'S "- 1000 S K. ,APPli'<G SI-1S "EAiD (j'YP,) MEAD (Ti'?) :1~D~~' rt~~~gN SEC~IO'< A-A (~ I srCTIO,'< A-A (2\ " ~ULUON I I - r- 1000 P", fD($lGNER Sltl (TYP) ----.l i 1X OR I 2X ~UI_L I ! y- SHE_ TrlING 1 ~ lNSTALLA'rION ANO,O~ itS "''Joc _,... /' SCRE'" (T'P) I! ~-f;;i:~r~~16~(.~~I~ ,:;: :: ~'~"7 \ ~I ) .J". d-t --r '\.. ,<lUICN i i }II \[ 1>>=lU;> ~~ I 1ft'"- \rl/ '- 4'W ~ II I#' II L, liS' MIN.: I ! EMB(DMENT I '"~ --1 l,i1('"EO''' FROM EXTER1QR ~ ::~~I~ ;07/~ Tta~U.~l)~0tt,,~ l~: C~ED '- ~'a x 3/4 SEC. ... APP!NG SMS WOO S.H. HEAD (TY? > SECTION A-A (6) _,.,. ~ \ -,oJ ------,G s;~~&: ~t~~~~~ y ~ s~~~~~~ R:~6i~ j/ & )o\L;lUCN So "'ULLJl:::N Itg x 1-112 SELF' TAPP;NG $\01$ SECTION A-A f 1 ) \ OJ} \\.- ~9 ;( )-112 SCJ ...- APprNG SMS :NS...,"'....U~...l~N S.CR(',; --1 ~ , '~i I , i ~ INTER'IAL ill CLlP SECTION A-A (2) .CO;) S.H., r- ";Ai.qt CTYP) \ I , i 1 X a 7/15. K 1/8 T C9E MUL L1 ON 1000 S.", JAMB crY?) il ~ W:- i ~ J ~ x a 7/j$ X 3/8 d: T1J'SE I<lUlllDN ,~: ,I ~ 1+8 X l/2 SEl"" 'T'APP!"G S/o1S ,L, $~~~~~~ ~i~~~€~ '- tiS X ~-U2 S(LF" a. Ml'Lt.lCN ":"APPING SM$ SECTION A-A (7) "1 #8 X :12: SE:LF ;- APF'ING S""S i I I ! ;f!;'!~ I Ili~ r!th ~ i rr:r ~C~E4 "~L~;~N I _ / ! + A 8: I II I) Ita SELF TAPP1NG ~ 8 -----! 1000S~;'1J I I I s_sm?> ~ oA"B ayp) 'II ~ VIEWED FR()M EXTEH!OR 03 X 1/2 SELF ----. : ~'B x l/2 SELF i _ n ,^, FLORIDA '"APf-:NG $M$ T A?prNG SMS i"'-! ;:: ~ - X :;t_~' ,J.' III I :.~;:1;~ "./:\.. '2' :~,,, ..'~- TITLE'SER. 1000/:500 FLANGE r===1 ~ Ig~~o" VERTICA~MULUONINTO jCi5 Xi..!.... Z ;;;.. .;'<-.;> y __ ~ to.-:- ~ ' I. '" g ~ :'-;' n~" ~~ E ~ .,' ~,~~~,~ 11"g <3.~ <', .... ~,,~ S~~~~d~ ~{:~a~~ --Y' So MVLllCN !; ~ StAlANT Bll''J(f)>4 ,./ V:NllC", "LANGts --Y a. ~VLL.lON lI-S x 1-112: S€LF' A-A (31'A?P,"G SM' ~ #8' x: j-1/2 S(LF rAPPING SMS SECTION SECTION A-A (4.) =n r'X4XV' ill i; TUB€ ~ULLI\JN 'I II II II taoo $.11.,! : JAH' (rYP)~' I, I' i ! ~ Jr JL J i MUlllCN .-I I L lX CR 2X ~oi_._ (TY?) /--lOCO P '.,/ /DtSIGNER I SILL (iI;tY;)x :)/4 SEU' l / TA?f"ING S~S / - r ~ x C 7/L6 x I/B III "II I 'UBE MULUON r lOCO p.", /DESIGNE;P i SILL (T'(?) :1. /ti8)( 3/4 S'E....r /118 x 3/4 S~L.F. I ~"F'PINQ s"'s n TAPPING $M$ I r2 x <I X )/8 IS; r I x , '/,6 x 3/T.1 "" Ii / ',9E HUlL/DN JI' '11 Ii I ru,< "UlL/J' /l r.1 I' _01 ~~~&. . I r' I I I I' ."00' F'-",'00, i \ -.--J '-.1 '- & "",-,'ON \' r 1 lL JI I II \I~I JJ ~L!Ooo ::-~:p~:2~\1V p ~EAD (HP) I \ Ita)( 3/4 SE:L.,F' SeCTiON A-A (41 'APPING SMS -1000 S.H SECTION A-A (7) HEAD (f..P) ""'~'" " _ "[AU.ATtQ~ "MC;.:O/l: Me 10000 selle..... \ "--(~;:z. ~LJP J 1,1"'""'" 1(l'\BEL~N" ;'2}I I finJ i\ ~iJfj X :)/4 stLr '.....- ;000 S,H. T ~PP1NG S.lo1$ HEAD (P'P) ~ ~1~Eb~T ri1~~HN 2ECTION A-~ \ &. MlILUCN r 1000 P", /DESIGNER SEALANT BHY€:E:r" I st' l (TV?) ",:NDCl( \:'LANGE"S \\ ~ /- liS X 3/4 S(L~ ~UL110t( -j .,. ~PP ING $/'l$ \ \ f 1 X 4 X 119 I Jrnrll"'ll T JBE MULLION \ Y1~ ' I: u~ ' F ~.. X 3/" SEer \....-..lOOC SH, TAPPING SHS HEAD (TYP) SFCTION A-A (5) -, ! I I S!:A'l..A.Ni 8C.rtt:N '~:kllCV FLANQ(~ " fo(UlU:N ~ I' -Jj II i II 0 CD r lOCO P."; OES1GNER SILL (iYP) ~ /'ii8 X 3,4 S(L.r : L TAPPING SI1$ i r1 x 4 x 3/'6 I J!" III "Ii I ruBE "clUeN r, L.Pv \ ~.. X , , SE,' \......-.-1:)00 SH. TAPPING $'-i$ HEAD (T 1"P ) SECTIO'< A-A (6) ~ '/IQ'1n~ A. B1ccl(. P E 54a a Kwy 27 ClermOnt ~L 34;' i - ' EXTRUDERS 1~1~~N1PPEW'r.illi SAo'1FORD FLORIDA ScrlEET 1 OF 2 HORIZCNTt,L s~~~~;:, }t~'~6~~ Y &. I-CULLlCN i:; C!l ~ s~~~~~~ }l~~af~ --V &. MlJlLlCN ;J$ X t-1/2 SELf 46 X l-:/2 SELF i~P?ING SM$ -:-t.,PP:NG SkS A-A (5) SECTION A-A (61 f!3~ .'" ",')'~ SEE O~HER SIDE (SHeET 2 OF 2) FOR ~ESIGN PRESSURE CAPACITIES 'DRA-nl BY.i"SH I APPROVED BY: wAE DATE:!2/1/03 iSCALE:NTS Iowa, !vMHMFLG SEC"ION ! 1 1/4' ~lN. EHBErt,:j ~U~E 4~~L~;6N 'ni 1 I' lOOO ~H. -, II JAMB: nyp) , I = j~ r== - ir !; \ ~B X 1-1/2 St:LF'"~ TAPPING SMS i)ETAIL C ONE BY '.OOD BUCK BY OT"ERS ~ \ _ r---- r CONCREiE: OR ~ASONRY I. BY OTHERS ,:jl [> i I \_ INSTA.llA"lON ANCi'OR 3/t6~ DrA. I TAPCQN SCR(\r{ A,NCl-'QR (TYP} ! ! -- EXTER~AL f1ULLlON , I I INSTALLATlCN CUP ..../11. j, TYPICAL MULL'ON TO CONCRErE@HEAD MULLlC:N 1"'- I (APPliES TO I1tAD de SILL WHERE ," X 4 ..1L..j-l & 2" X 4" TUBt: MUcLIO',S ARE USED) DETAiL 3 ~Ji II I ,I 11'- i"" '7\ ~ tis X 1/2 SELf TA?P1NG SMS S€:Al.Al'li BE. "'Vt:t.N .....IND(lV .LANGe:S &. ~lA.LlCN S'-CTION A-A (7) ~'\-~ \ II ~ r 'l ~ I ~-JA i I#e SELF TAPPING "-~ SMS (Typ.> '- l!U!llU .E1.ElliI!Q!j ViEWED FROM EXTERIOR . _n ~ ;:::~ ic...~f-l~~ It>.. . I 0 ~ 0 '<,' iffirC:z >~ l<cni ~ r~~E~ ~ I ~\O ~ ..J ~. t~ C5r;:: ;1' (~ ~., ~~__c ":.... . ,~~ i A rINSTALLAT10N ANC~CR J/L&' DjA. 1 "-PeON seRE.... ANeHeR (Tl'?) r SILL CUP I J I rll/"M1N. <(] , jMIlEllMEN r "-- PREtAST sr~ BY D~~ AUXILJARY PLATE (FOR A:JDlT1DNAL ANCHCRS. ',..thEN Rti#UIRE:D) o --I tllT0 , MVLLlDN J' i i I I o I ~ --I iFLORIDA EXTRUDERSI~rl~'l~WiW'r.lli~ SANFORD, FLORIDA lTI'1E: SER 1000/1500 F!_ANGE SHEET 1 OF 2 vERTICAL MULLIO,< SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR I DESIGN PRESSURE CAPACITIES !DRAWN BY MSH I APPROVED B'l: II AS [DATE,12/1/03 SCALE' NTS DWG.; 1 VMFLG A ~I I .S SELF lAPPING / " -~ SHS (Typ.> '- l!U!llU ~ V:EWED FROM EXTERIOR . _n w _co o.:r--.~~ 1..lIl:~N 1'i;1) Ig ~...l 0 1ii5::t:~z l-itD c:" ~ I~~ ~ e 1",1. _.:0 o .!! i3: (.)~ :1fI'<<' ,. : ;., '. ;' >.. ,',. ,.,..:: TYPICAL MULLION TO CO~CR:ETe: ~ JAMS (APPLIES TO JAMB WHERE: 1" X 4" &; 2~ X 4" TUBE MUlUON$ ARE USE:O) lX2X3J9 TUBE" f-1ULLION ~~Ng~~J~s SR MASONRY ~ I DNE ay "DOD_ I BUCK BY OTHERS 'J I DETAIL C t r~ I <,. \ ~SHEATHING , 1\ lNST"'L.wA~;a:<; ANCI-<OR 1*8 \.IDDD StREY CTYP) =:3 1 - EX iERNAI.- ~ULUIJN INSTALlATlON CLIP _1'''- 'Q .Qill!Lj2 -- lOOO P \J /DES1GNER r lClCO P WI.lDESHiNER ;' SILL (n?) Slll nyp.) b' /'*8 X 3/4 SELf ' r~8 X 3/4 SELf / TA.PPING Sl-tS I / iAPPINO $MS ~~~1 iNTl1f '" I r ~r~U~E2"~l':';N a-- I f stA...,),Ni BE"'>i':;.EN !'"".. I L-- I ;1~BE~1O~LANGES ~ '== stACANT ",..EtN\ I .s X 3/4 SELF I JI \'8 X 3/4 SElf ~I~ee~I~LANG(S '-- ~COO S.H. TAPPING Sl-tS '--1000 S.H. "'.~PPIN:G SMS H(A~ (TYP) H[AD (TYP> \~~~BE?t.~~~~~c:: ?w'/SD~~I:~~ A-~ It) r,~~~T~~~ES::~ (2) r SILL (TYP.) SILL cTYP) r~a x: )J4 SELF" ~ r~e X" 3~ 4 SE:LF'" ~. / TAPprNG SMS 1 X 2 7/1& x ~/a II / iAPPll'iG $~S 1 X 2 7/16 X 3/$ \ 1[1'4" ill H II f TUBE "ClUDN 1'f''1r_ It .. Ii r "UBE "UlUeN IJ I,.. n I SEALANT 3t TV't:EN b ~~ V!NtC'..' -LANGE \ r r , : I SCAlA'Y a..VErN I · "\JLLlDM , L i I ~1~BE~lCfNlANGES L- I '- "'~~ ':':","11" i ,. ~m :~'Ji" HEAD (TYP,) HEAD crY?.) SEALANT ,,;YEEN SEC~ION A-A (3) SECTION A-A (4) \ "lNDC'w' FLANGES &. MULllCN 1- 1000 ? 'vi /D(SIGNER S(.^lANT BEf .I[(.'-l r lDCO P,W'.IVES!GNER sILL (iYP) ",a-IDa.. "LANGE:S _ SllL (TYP) r ~8 x 3/4 SELF" So ~UldON r IHJ x 3)4 SE:Lf \ I / TAPPING SMS 1 X 4 x tlB ; / TI\P?INCi SMS 1 X 4 X 3/B 1'''111 '" Ii f ME ",lUeN I"" III "" II f TLB€ MUlL:C' \ ,; i, J! I~ ~ . I 'L-; L. " : ~- '-- I j I II I'-TJ J ~lla x 3/4 SEL~ '- l.OOO S H, -;- APPING SMS HEAD <TYP,) SECTlO'J A A (5j INSTAL:"ATIC~ ~NC~CR 3/l(.' IlIA. TAPtDN SCR(,w' ANC...GR C't'P.) ! ,I _______ EXTERNAl... !<lULLlON : r INSTA\....:,.A.TWN CUP I \ ! \ ' \1 ~J Lll/ol.' MIN. EMBEIl"~ENi )-';,. \- Huu.TeN [ 10QO P.'I/./DESIGNER SILL (TYP> /"e x 3/4 SELF' L TAPPiNG SMS I f2X4X3/9 II'" Ii H II ~JaE "ULllON i 'II - I ' ~ I! ~, ~tj;e x 314 S(U. T APPING s~s lOOO s.H. SECTION A-A (7) HEAD cry?,) Wayne A. 81o<:k. P.E. 548 8 Hwy 27 ClerCT'onl. Fl 34711 FL License No. 52583 I ~~ (~1~ ! & I! i I II ~ VIEWED '"ROM EXTERIOR IFLORIDA EXTRUDERS I~~~~'1~W'rl~~ .. :~i: SA.."'lFORD FLORIDA ~. \ TlTLE , SER, 1000/1500 F,_ANGE SHEET 1 OF 2 I HORIZONTAL MULLION SECTIONS i SEE OTHER SIDE (SHEET 2 Dr 2) FOR i DES!GN PRESSURE CAPACITIES :; IDRAWl'I By,MSY I APPROVED BY, ',.AE IDATE:12/!/03 IS~ALE,NTS IDWCL IHMFLG w () I- o Z w '-' ~ o ft UJ 0::: <t: ::) o (j) w 2 LL.<(O::: '00:::0 W u..u.. f- W e_ ~02Z ~-O:::) X~O:::O 0:::)LL.() o:::ozo o..."",w~ o."",~,- <(0<(0 wO:::f-z cr:u..w ~zo:::o ow<(o W~(f)O f-~ZZ o 0<( ::::lW-w 00:::(f)"", <(Z"'" ~(f)W<(z 0z~8:0 ~QOOi= 0~0:::f-5 OE5O~::J Ii.. iXOo. w2woo... O:::O~aS<( ~-1-,....::::l 0'-1 ,w..<( (f)<(f)0~ 0:::-1-"""" w-10 :::J>~ZO::: <(0;;::.<(0 SECTION i3 8 tl: '~r iI'lSTALL/l:nCN A~C,"O~ ~I I' . 3/16' 014. 'A?CeN i~ seREV ANC}/CR ("T'rP'; ~JLlce'L~ I t 1 J./4' ~1~. 'C] 'c EMsnMc::r-n "'- P"RE:CAS i S l~ a'( O-:"H<;RS ' AUXIL,ARY ~ (~CR A,IlDrJ':NAl. AlXCHGRS. "'~EN I<EQlJIRto, ~ ~ 00 f-,(/) 3 ~ ~zw <(\,0.-4 (f)~Qo cr:NID . of-O O.-i~ o:::z<(o (f)<O"'/ tiJ<(~ w_Ll)u. Zf-u..~ IIl1:. -(f);-;:6 f-f-....l.U CDO::LiJo o:::u..u.o. zWo...-J oOLJz W9(f)5~LL.Za..1lJ wZ(f)cnZOO ~Q I::::lzwQWi=Z~ ~~:52:~~6==5 O....o...r->w(f)O"'o ..... IW 1:1:-, t?~~t::O:::o~CQ..l w O:::3:MZo::: 'llJ CO 63::) 0 <t: ::) ,.C~ W-1f->-OOf-....:x: I3:UcrNwOO::O f-O::)<:::IZ:::)<;;': -0:::""'f-00:::0o::; ~~t.?8~V5t?DD . i ~ -1 (I).... ~ ~ CD.! 0 w Q)Uenz ~~~~ I en ~ ~ (I)~o...C) ~~~ ~ as'- i=::) -1 a... CI) 0::: en <( Oa)w 0::: e"C 0 i I "=-- rl. t- ~ ~. ~v (f) w .~ ~~ g(Y) ~ r--)~~ ~~ ~~ ~~ (Y)~ . ~"(j;) <(-1 ~~ ~ o:::u.. NN ~ ~' ~ ~ (f) 0... CO CO Ii) 0 "- "- ~o... 00 (9 f- 0) <( .;t ~ ~"., I -i'F-__ aJ ~ o z - 0) o 10 N o CO 1.:9 '::; ..: r-- N..... f- O(f)'- ~ ~ffi6 \I) <wI gj u.;~5 as 100 Ii) c..:;l <( ('Jz &o~c::jw6 C(Y)<t~w ~....J-,,,,,f- ou..2Q:S<(rl ,', U", . (OI"-r--'"" (f)~oO~rl Q..;t ::) f- 0) ~8.Ig:ffio 0) <(0... 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I <t I- o > ..J OJ W ~ o I U1 I- U1 W ~ o a ~ u;~S2 0 W!-C/)W:J OZ(/):::!<! oo-:r:> z2t:~(/) <! ,...p.u 0:: ~ "M~OO ~o::OOO ~f2w~~ Cio;:=~z O:::Jo::(/):J:! ~~ti:Oo:: r::~<!~B UJ U 2 o ~8:z <(f-Q zE5~ -(f)> OZO WO<( OUo ::)Z- Ow 0::: Of-O ~t:ri wO:::-J 0:::3:<( wwO:: roI~ f-f-w Of-O z::) >-00... ~IO::: 2t::O z3:o ::5f5~ o...zo ~~I 2=2~ I- o z l- I <9 0::: >- 0... o U 0... 0::: o o w 2' o I (f) :::) (1) o o N @ WINDOW INSTALLATION INSTRUCTIONS (MilESTONE) ~~-I ~il' CI) ~ ~ ~ c::=:J 0 Q) _ ~w <( "'" Q,) . u ~ '-' LJ..J ~~~83 I CI) ~ 0 CI)~o...~ ,,\ C 6] ~ '0.0 u: 9 ca.- -:J --.J ... <I) h: co <i: Oa)w 0::: "Co f- E G ~ c-- +- I- (f) ~ ~v (f) w %.....~ 9 10 ~ X ;... )X?/ '(j) ~ ~ 6 ~ c..:;lN (Y)~ Z 10 10 0 iF~ "\:t) <( -J 10 10 -~ 0::: u.. N N ~ 0 '00 II ~ aJ tri~ ~~ LOOI'---i'- ~o... 00 ~ ~,'- 0)<( <.;t<.;t w 2 LL.<(O::: '00:::0 W u..u.. I-w f- <(O~z 2-0::) X~O:::O o::JLL.o cr:ozo o..."",w<( o..."",~ <(O<(b wO:::l-z O:::LL.w <(zo:::o OW<(O W~(/)O f-~ZZ o 0<( ::Jw-w ao:::(/)><;: <(Z"'" ~(f)~~Z c..:;lz=::u..O ;::QOoi= 0~c:r:f-5 oE5O~::J LL."",iXoo... w=:woo... o:::ol-ffi<( <(....Jz -1 :::1-1-0:::-1 a <( (f)' 0 ~<( (f)0:::-J-"""" -Jw-JO -I>~zo::: <(0;;::.<(0 MASONRY INSTALLATION w U ~ o z UJ '-' ~ o ~ w 0::: <t ::> a (j) D CONCRETE OR ili~ ~ HASO,\lRY OPENING 2X4, 2X6, DR 2X8 'wOOD .~ /' ~~ BY OThERS BY OTHERS (NOTE 6) " I mSTALLATIDN ANCHOR ~ I ,:j #8 \.;OOD SCRE\.! CT YP ) I \ CAULK BET ';/EEN (NOTE 23) II! Y X:HOOK STRIP g, (ANCHORS SHOVN IN SM~E Ll ~WOOD BUCK PLANE FOR CLARITY ONLY. HOOK STRIP Ar'<CHOR HOLES I L SPACED 2' APART ON 1 1/8' fAIN ""- OPPOSITE FLANGES) E~BEDMENT""-, "\ }/1 CTYP) <J "" SLIDING GLASS DOOR -" It \ "---J Ll I. " HOOK STRIP "" ' f ,(Y> GLASS7 0~ \ t" '1"~~'''::::~r4V HAX. TEMPERED H (TyP) ~"''' ~ --1 STUCCO ~ BY OTHERS ~I SLIDING GLASS DOOR ~ INTERLOCK HOOK STRIP DETAIL IMPORTANT INFORMATION & GENERAL NOTES CAULK BETwEEN INSTALLATION ANCHOR INSTALLATlDI'-J ANCHOR --- -1/4' MAX SHIM SPACE wOOD BUCK 8< 3/16' DIA. TAPPER #8 IJOOD SCREw CTYP. IIJHERE I 1 1/4' NIN, MAS'Y, OPENING (NOTE 17) TAPPERS ARE NOT 7 1----rEMBEDMENT BY OTHERS CONCRETE OR ONE BY \./OOD REQ'D. - NOTE 22) . t:. lONE BY wOOD MASONRY OPENING c-- BUCK BY OTHERS ~ /- BUCK BY DTH.ERS i (NOTE 11 & 122\ DOOR FLANGE _-----, SHIM A$ .6 Ii LB 8. wOOD BUCK REQ/D I ill ~ ~ I (SEE 1 SLIDING GLASS ',~ \ PERliviETER NOTES) I DOOR FRAME \ .... CAULK BETwEEN CAULI< BY --" v I 1 1/4' tviIN.l JAMB I \j <Q v-- IJODD BUCK & OTHERS \ <::J T 1/4' MAX. I i,I.~ f~AS/Y. OPENING ';;;r EMBEDt>MEN_ r ~HIu SPAcr ~ ~ BY OTHERS v i"j - ~ !.--- SHIM AS RE(}'D. STUCCO ~\' ~ f:- J.-- ~ III ' ~ Ul: ~l'1"\,\ ::~:TALL~:I:NN:::::OR BY OTHERS I ~ '- 3/169 DIA. TAPPER (NOTE -~~ \ J II iJI ~ II IJI /II _ TEMPERED GLASS '\ <:J ~-CAULK BET\JEEN 1\ II CTYP,) ~ DOOR FLANGE 1NST ALLA nON ANCHOR ~' €x wOOD BUCK #8 SCRE\.! wOOD (TYP. PERIMETER ___ fI""'~'..' ""- wHERE TAPPERS ARE SLIDING GLASS CAU I< B ____ <1'\ NOT REDID, - NOTE 22) L Y '\ CONCRETE OR DOOR FRM1E OTHERS ~ _ MASONRY OPENING HEAD BY OTHERS ~ SG.D. wIDTH - J' STUCCO ~ BY OTHERS "--TEMPERED srCTION B B GLASS <T,{P') L - 17) ~ ~ 00 0 f-, (f) ~ &1 ~ '" z w <( CD.-I .A' zoo::: N CD VI Y'0i=8 O.-l'l:t: z ffiz<(o w~f8ii 0 Zi:U~~'" ::r::r:~. i= (/)-7 1-f-....lJJ :J (3 IX S3 B 0::: u.. U. 0. ..J ZlLJo...-I 00'.0 WO(f)S(f)LL.z~Cj (I) wZ(f)COZOO .0 :r::::IzwQwi=zo:: Z f-0<t:J:(f)::;;!0:::~~ ..., LL.z..J -....o..co - o~o...l->wo...o !o!l f- W -1 ::r: ~ (f) -I 0::.... .... (f)c..:;l<(t:: 0<(1:0.... C woo:::;s:MoZo:::",:lJJ _ COw::J <(:::1....<..... W-1f-~~Of-"".:z: C ~~~~2=~~~~ ~ 8~t;;8~U5t;;DO ti 0) o 10 N o Z ~ Q ~ ' !;;: f- b(f)~ ~ ;~~ ~(Y)o~0~ UJ NZ -- Q)~...,wu-o Q) tlDNN .a ~(Y)~<t!w B ...-1...,,,,,f- u OLL. .U-<(..., 0 co::) 0 'cO~f--c.o (/)~ou!:!:rl 0.. ~ :) f- crl W ..., 0 0::: c:r: . f- iJ)o..::r:f-WO~ O)<(o...(f)UZ 0 $ ~ o o N ...,' ..., SECTION A-A These notes are provided to ensure proper installation of Florida Extruders Milestone products and must be followed fully. ~ f"- & &. CAULKING AT FASTENER CAULKING HOLES REQUIRED REQUIRED <SEE NOTE 2). J (SEE NOTE 7 SLIDING GLASS ::;: DOOR FRAME SILL ,,--,I & n~_ 1/ 4' iv1AX I I. ~ SHIM SPACE] , Ir !I \ ii, I i 1/2' t1 , ~ t q t1 -. 4 t. , c t. , DOOR HEIGHT A1 ! :If :If & , . I . I B , B I I I I & A--.J & t EXTERIOR ELEV A T10~'J 2 PANEL DOOR SHOVN (SEE NOTES 8) 9 8. 10) GENERAL lNSTALLATION INSTRUCTIONS 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4", LOAD BEARING SHIM AT SILL MUST BE PRESSURE TREATED WOOD OR PLASTIC AND MUST BE COMPLETELY ENCAPSULATED IN CAULKING OR SET INTO WET CONCRETE. 2) USE 5ILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD & JAMBS. LlBERALL Y APPLY SILlCONIZED ACRYLIC CAULKING UNDER SILL OR SET SILL IN BED OF WET CONCRETE. CAULK BETY>lEEN BACK CORNER OF SILL RISER AND CONCRETE. CAULK ALL FASTENER HOLES PRlOR TO INSTALLING FASTENER AND AROUND HEAD AFTER INSTALLATION. 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR AND BETWEEN HOOK STRIP & BUCK FOR POCKET DOORS. 4) JAMB AND SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER, S) DOOR FRAME MATERlAL; ALU~-IINUM ALLOY 6063. 6) TWO BY WOOD BUCK AND/OR FRAMING AT THE HooKSTRIP TO BE SECURELY FASTENED TO TRANSFER THE LOAD TO THE MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE PER FBC, SECTION 1707.4.42 AND THE ENGINEER OF RECORD'S DETAJLS. 7) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOWN, THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 500 AND 2000 SERIES SUDING GLASS DOORS. 8) WHERE "X" REPRESENTS MOVING PANEL AND "0" REPRESENTS FIXED PANEL, APPROVED CONFIGURATIONS ARE AS LISTED ON THE ANCHOR INSTALLATION CHART. o o z U) o w - f- U):JD :> U) ~ t' Q · r- t' o I N <t ~ lJ\ Ul CJ[IJD~ - U) u' ~WMU) O~Mt' ..J 0 I :I ..J M IJ. UJ li. r- ..J f- <t OJ <tUJa. I r! w ~ .... I- ~ ~ Z . I- W Z [J 0 o \D . [SEE SHEET 2 FOR CONTINUATION Of NOTES] ,..,2#."P'''>'''J:' 'i:)lfj..:x...- 0,.. .:~ ~ J;. '+ .-t", '" .... :r'~;Vi:) :.- < < /;"., . >0#1 \ ;: ~ ~ ~) ;()v~~{., q (f t ~"" ~ t I ~'@"mj~r. :-- ~ f ~'V\J' ~ ,j2', '10:3 ~f ,;~~'.~~~~ ,,' ,~ ! \ ~ J.m~~f l;jf /' t. "-,. 'w"'/. ,~ ~ ;&'~~*~ ~;,: i ?" ~ ~ (0 ... '" ~.. ~r'JJ~ ~ '" '. ~\"// . \, 'i:':h",:,:'::~;<,:"."" '. ~ INSTALLATiON ANCHOR ~' #8 \.IOOD SCREw 1,/ /PLASTIC ANCHOR CTYP. IJHERE ,Q TAPPERS ARE NOT REQ'D ill SEE NOTE 22> LIBERALL Y APPL Y CAULKING UNDER SILL OR SET SILL IN BED or CONCRETE (SEE NOTE 2). SHIM AS REQUIRED (SEE NOTE 1>. ~ j} ~1 \ ~ l N ,C(} '..u "- '0' 0.+ 0' I/? 0 ::;)2 O::w Of/) ~Q ,U -':J I-w tso.. ~;5 ~w. ~ EMBEDMDH - 1-114' MIN. j} REV DESCRIPTION DATE INI FLORIDA EXTI:JUDERS INTERNATIONAL, INC REVISED NOTES 1 2 3 6 'RJA ,I., 2540 JEWETT LANE B 11. 12, 13, 16, 22,'2J' &' 2/18/031 'CERTIFICATE OF AUTHORIZAT!ON NO 9235 SANFORD. FLORIDA ~~ts~~ ~~~~E;~iD/OR i TITLE: SLIDII\jG GLASS DOOR 500, 1000 8.c 2000 REFERENCES AND/OR MASONRY INST ALLA nON \.jITH !\ION-STRUCT URAL IllUSTRATIONS, RENUMBERED BUCK Af\lD TAPPERS NOTES 6 TO 10 AND . REVISED REFERENCES TO DRAWN BY' BB APPROVED BY' RJA THESE NOTES REVISED ' ' 1~::El ~~hR~XX DATE: 1?/18/03[SCALE: NTS DWG #: FI EX0021 SHEET 1 OF 2 INSTALLATION ANCHOR 3/16" DIA. TAPPER (f\lOTE 17) CONCRETE OR MASONRY OPENING BY OTHERS FRAME INSTALLATION --- DOOR wIDTH -...- f---1/4' MAX SHIM SPACE 1_ -t-1-1/8 MIf\1. ~ II EMBEDMENT SLIDING GLASS I DOOR FRAIv\F ______ I JAMB \\ \ I Ir'1 ~~OD~:E~~OOD ~ r (NOTE 6) ~l I SHIM AS REQ'D. II . (SEE NOTES) ~I I ~. r I :[J~ i TEMPERED GLASS <TYP) SHIH AS RE'Q/D (SEE NOTES) CAULK BETwEEN DOOR FLANGE 8. SHEA THING INSTALLATION ANCHOR #8 wOOD SCREw (NOTE 21> SHEA THH~G - BY OTHERS HID BY wOOD BY OTHERS (NOTE 6) ~~~ LNSTALLATION ANCHOR \' #8 \.IOOD SCREw CTYP) (NOTE 21) l (ANCHORS SHO\JN IN SAME \ PLANE FOR CLARITY OI~L Y \ HOOK STRIP ANCHOR HOLES J SPACED 2' APART ON OPPOSITE FLANGES'> l 1 1/8' MIN. ~6~D/N~T~I~ASS DOOR~ ~ / -\ 1/ /~ ~f~~7N~ \1'/ \.l~" "~" ~ 3/4' MAX r----J \IL ",' ""'~ - TEMPERED ~ / ~ GLASS (~YPz~,1 ~~. D SHEATHING 2)1' BY OTHERS ~~I ,,---SLIDING GLASS DOOR ~ INTERLOCK HOOK STRIP DET AIL / .\ D Z W '" Z u;~~ D Wf-(/)W::J DZ(/):::!<! DO-I> z~t:3:(/) <o:",WO:::w "'''';~OD ~O:::DDO 3:0wWU ~LL...I.....JI- O::Df-L5z D::Jo:::(/)~ ~~~oo::: 2=~<o:~i3 [TwO BY wOOD BY OTHERS (NOTE 6) "h 1(\_ ^ 1/4' MAX I \1/ I r SHIM SPACE CAULK BETwEEN IHOOK STRIP & 'w'ODD BUCi< I/X~ ~k ~II=\ ~ ,1\ 1-118' ML\J.J U \ EMBEDMENT III SLIDING GLASS DOOR FRAME HEAD j =1= lJ'lIl 1/\ INSTALLATION ANCHOR i'--- #8 wOOD SCREw (NOTE 21> \ CAULK BET\.;EEN DOOR FLANGE B., SHEA THING ~ ll~ STUCCO OR SIDING BY OTHERS ('\JU) l.!)Z o ~U) > W 0:: PERIMETER ---1 CAULK BY OTHERS " ~ ~c ~'--- TEMPERED GLASS CfYP.> SHEA THING BY OTHERS PERIMETER CAULI< BY OTHERS STUCCO OR SIDING BY OTHERS IMPORTANT INfORMATION & GENERAL NOTES These notes are provIded to ensure proper installation of Florida Extruders Milestone products and must be followed fully, .,v DOOR HEIGHT UJ 2 0 0::: U >-u..z Zf-O - <(Z- I- ZW~ U) -(f)> OZ- 0 WOO -I 00<( Z :::I 0 - oz- ~ OW 0::: I- 0:::1-0 o...t:ri :r: wO:::-1 W 0:::3:<( 0 wwO::: cn::r:f- 0 - f-I-ffi W Of-O 0::: Z:::l . ~ >-00- >- ~:r:o::: <t: 2t:0 Z 0.. z;s:o :so:::w Z 0 w2 <t: o...zo .....J U (f)ZJ: a.. -<((f) ~2:::1 SHEET NO. 0... 0::: 0 0 W ~ 5-15 0 :r: (f) :::I C'0 0 0 LAST PLOT DATE N October 11, 2004 @ SGD INSTALLATION INSTRUCTIONS (MilESTONE) "---.-..-....,...----- SECTION B- B & CAULKING AT FASTENER HOLES REQUIRED (SEE NOTE 2). ~U SLIDING GLASS ~ DOOR FRAME \ r SILL JI I "--' & \ I 1/4' MAX] \ \ SHIM SPACE 1)7 1 , ! E> t~ ~ j} q CAULKING & REQUIRED 7 (SEE NOTE 2) IIJj I I I~' I" L :1 1/2~ t EMBEDMENT b i 1-114' MIN, Al I I GENERAL INSTALLATION INSTRUCTIONS 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH lOAD BEARlNG SHIM. MAX, ALLOWABLE SHIM STACK TO & BE 1/4". LOAD BEARING SHIM AT SILL MUST BE PRESSURE TREATED WOOD OR PLASTIC AND MUST BE COMPLETELY ENCAPSULATED IN CAULKING OR SET INTO WET CONCRETE. . 2) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD & JAMBS. LlBERALL Y APPLY SIUCONIZED B ACRYLIC CAULKING UNDER SILL OR SET SILL IN BED OF WET CONCRETE. CAULK BETWEEN BACK CORNER OF SILL RISER AND CONCRETE. CAULK ALL FASTENER HOLES PRIOR TO INSTALLING FASTENER AND AROUND HEAD AFfER & INSTALLATION. 3) USE SIUCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR Of DOOR AND BETWEEN HOOK STRIP & BUCK FOR POCKET DOORS. 4) JAMB AND SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER. 5) DOOR FRAME f".1ATERlAL: ALUMINUM ALLOY 6063. L\ 6) TWO BY WOOD BUCK AND/OR FRAMING AT THE HEAD, JAMB AND HOOKSTRIP TO BE SECURELY FASTENED TO ffi TRANSFER THE LOAD TO THE WOOD OR APPROVED FRAMING MEMBERS PER FBCr SECTION 1707.4.4.3 AND THE ENGINEER OF RECORD'S DETAILS. :If, B :If A-J & EXTERIOR ELEVATION 2 PANEL DOOR SHOWN (SEE NOTES 81 9 6, 10) b t ~ ,!J t:> 1> t.. i;: i:;:""';:/;;'~;",;"'" "";;. i<'~ \_ ~ .;,;:~'Q ;'~ \'- ik ~ ,;'" .~ " d' ~~. i'. y. il );:, ~...1(-~~' ~ ~'f~' :;\ ~ ~* , ~} [SEE SHEET 2 FOR CONTINUATION OF NOTES] INSTALLATION ANCHOR li8 \,/OOD SCR.EI,/ \J/PLASTlC ANCHOR (TYP. wHERE TAPPERS ARE Nor REO'D. & SEE NOTE 20) ~ LIBERALLY APPLY CAULkING UNDER SILL OR SET SILL IN BE:) OF CONCRETE (SEE NOTE 2). SHIM AS REQUIRED (SEE NOTE D. L INST ALLA TIm~ M,JCHOR 3/16' DIA. TAPPER (NOTE 15) '" ,", w"- a:~ go ::)z gsb1 ~~ .U "'?::J ffi~ 8~ tr."- ..~~" i 'i ;44) ~i~ ~ ".. f. 'O:I?" ':It 'P#{;jI; .~ , ., ~4~' ~. ...wL"<. ,.y.<# '6"~ ~~;;r{::; ~Z{2;, /;;V,,)' ~~.'W?<~! ' '( x..~ . :1#. (," 1 ,,;::${' "./ ~- v .~ " '/ ~ ~. v~~!?t~~<// ~~~~, 'iW',PQ" ,,~,:.,.-:,,;,,>< G'-~'+c..~'~:~;; ~ ",~~,~~~:;'<- ',,* (/"'" FLORIDl\ EXTRUDERS I~~~~N~J~OE~L'J~~ CERTIFI.CATE OF ."I)'HORIZATION NO, 9235 SANFORD. FLORIDA TITLE: SLIDING GLASS DOOR 5001 1000 8., 2000 FRAME INSTALLATION wITH #8 SCRE\;';S DRAWN BY: BE I APPROVED BY: RJA lDATE: 12/18/03 ISCALE: NTS iDWG #: FLEX0027 SHT 1 OF 2 REV DESCRIPTION DATE INI B ~~1~ &NO;JSAl:6 }ogbo, 11, 12/18/03 RJA A:-<D/OR REVIS<:D RELATED REFERENCES AND/OR I ILLUSTRATlONS. ADDEO NOTE 20 AND RELA \to iLLUs\PATl<)NS. RtNIJMBtRED NOTES 8 TO 10 &< 21 TO 29 A:-<D REVISED REFEREN~ES TCl THESE :-<OTES, REViSED TAPPERS FOR 90XX J-PANEL OOORS, CONCRETE OR -- MASONRY OPENING BY OTHERS ~ ~c ~ i SECTIO~I A-A _~~J_ Bl'U.OL~G CODE COM1'LL,\,'CCE OFF ICE (BCCO} PRODUCT CONTROL DIVISION ~lLI..Ml.DADE COUNTY, FLORIDA METRO.DADE FLAGLER BtTLDlNG 140 WEST FLAGLE'R STRliEf, SUI fE 1603 MlA\U. FLORIDA 33130-1563 (305)375-2901 FAX (305) 375-2908 J'iQ.!!~E OF ACCEPTA1,CE (NOA) CutainTeed CarpQration 1400 Cnion ~lecting Road Blue Bell, P A 19421 SCOPE: This NOA IS bc1Dg Issued under the aw1iJ,;able rules and regulations goy(;ming the use of construction matenals. l11C docutnt'11tatlOn submitted bas been reviewed by:Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Haying Jurisdiction (AID). This NOA shall not be vatrd aHer the exprration date stated below. The Miami~Dade County Product Control Drvision (In Miarru Dade County) and/or the A11J (in nreas other than Miami Dade County) reserve the nght to have this product or material tested for quality assurance purposes. If this product or lnaterial falls to pertaInl in the accepted manner, the manul1Kturer will incur the expense of such testing and the .00 may immediately revoke, modify, or suspend the use of such product or material 'Within their junsdiction. BORA reserves uie right to revoke \.11is acceptance, if it is detennined by Miami-Dade County Product Control Division that thiS product or matenal falls to meet the requirements of the applicable bUilding code. This product IS approved as described herein, and has been deslgned to comply with the High Velocity Hmricane Zone oflbe Flonda BUllding CO<!e. DESCRIPTION; I.andmark 30 (and-AR) (and \VideTrack QB), J~andmark 40 (and-AR) (and WtdeTrack QB) and Landmark 50 (and~AR) (and WideTradt QB) LABELL'IG: Each unit shall bear a perman.::nt lab?l W1th the manufacturer's name or logo, City, state and following staten}>;l~t. "Mial111-Dade County Product Control Approved", unless othel:W1se noted r:erein RE.."lEWAL oftlus NOA s.hall be considered after a renewal appl1cation has been filed and there has ~n no change III the a\?pll,"9:.bJ~ J.)ull~iir)&E9de n~a-.!:~ve:.l:t3tJect~~erformance of ~is product. .~_ __ _ __ TEIDIlNA1ION oftlilS NOA w1ll oceur afkr the ex-piration date or lftheu;: has been a leYISIOn or change 111 the matetials, use, and/or manufiKture of the product or process, Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shaH automatically tenninate this NOA. Fa11we to comply Wlth any section of this NOA shall be cai"se for krminahon and removal of NO A. ADVERllSEMEl'ff: The NOA numbt-r preceded by the words Miami.Dade County, Florida, and followed by the e:tpmltlOl1 date may be displayed 1U advertising htoature. If any portlOn ofihe NOA is dlsp1ayed, thm lt shall be done in its entirety. I~SPECTIO~: A copy of this enure NOA shaH be proYlded to the user by tbe manufacturer or ItS. distnbutors and shall be a\ aJlab!e for in::.pectlOn at th~ Job SIte at the request of the BUlldmg OftklaJ. TIns NOA conslsts of pages I through 4. The submitted documentatlOn was re...ie\ved by Frank Zuloaga. RRC 9 " <;;> : _Ie: " .' -:,\ . ~O,\ No.: 02-H19.03 Expiration Date: 02/28/01 Approval Date: 03/27/03 Page 1 of 4 6. LABELlNG 6.1 Sl-ungles shall be labeled with the Miami.Dade logo or the \\ otdmg "Miami-Dade C<>unty Product Control Approyed". , 7. BlJlf.DING PERMIT REQHREl\1E~iS 7.1 Application for bUIlding penmt shall be accompanied by copies of the following: 1.1.1 ThlS Notlce of Acceptance. 7.1.2 Any other documents required by the Bmlding Official or the apphcable code in ,irder to prop.;71y evaluate the instaUaton of this system. DETAIL A Rake Edge 5 5181 CERTAINTEED lANDMARK 30, 40,50 All dimensiOflS shown are in inches -55/81 16 1/4 "1 I 55/81 27 112 -55/84 d:J LI Starter Full Shingle --1--_ __ -IIJ!!!!!...!!!! Eaves " : CO> ./"_ .. .~~:o-< , ., KOA No.: 02-1219.03 Expiration Date: 02/28/07 Appnn:al Date: 03/27/03 P:age3of4 ROOFING ASSEl\1BL y ApPROVAL Category: Sub-Cat€~ory: :\1atnials Deck T'pe: RoofIng 07310 Asphalt Shmgles DimensIOnal Wood 1. SCOPE TIus re,1ses Cutatufeed Landmark 30 and AR (and Wide track Qll), CertalnTeed J~andmark 40 and AR (and \\ideTrack QB), CertainTeed Landmark 5Q and AR (and WideTrack QB) Shingles as manufactured by Certainl€ed Corporation descnbed in Sectwn 2 oftbis Notlce of Acceptance, 2. PRODUCfDESCRIPIION ~\!i! Dintensions Tel! SVcdfi<:ation~ Product DcsCJ iptiQn Ct:ltamteed Landmark 30 and 13W' x 38 %" AR (and W:de [rack QB) Certain teed Landm~k 40 and 13%" x 38 %" AR (and Wl<1eTrack QB) Certamteed Landmark 50 and 131/4" x 38 W' A.,.l{ (and WldeTrack QB) Accessory Shmgles vanous A heavy weIght, 2471b/sq, dlmensional asphalt shmgle. A heavy "eIght, 264!b/sq, dlmenslOnal asphalt shingle. A heavy weight, 2961b/sq, dimemaonaJ asphalt shmgJe. Accessory shmg:es for hip, ridge and ~tcuter strip apphcauons. PA 110 PA 110 PA 110 propnetary 3. EVIDENCE SUBMTfIED: fest Agent! fest Identili~r Test Name/Report Date 04/02/01 Under\\>TIters Lahoratories, Inc. R684 PCTC-Ol.02-01 CTC-006-02-0 1 01/12/01 11/12/02 UL 790 PA 100 PRl Asphalt Tr.-chnologies, Inc. Unden\Titers Laboratories, In\.'. 94~'K9632 021\TK42448 Wind uplift reS1Stance PAl 07 11/30,00 lj/08:02 4. LDnrAnO~S 4.1 Fire dassification IS not part of this acceptance; refer to a cunent Approved Roofing Matenals Directory for tire ratings of this prO<!uct_ 4.2 Shall not be inslalkd on roof mean heights m excess of 33 ft. 5. L.~STALL.\ nON 5.1 Shingks shall be installed 111 compliance ,\ith Roofing ApplicatJon Standard RAS 115. 5.2 Flashing shan be 111 accoldalKe with ROt.nng ApplicatJon Standard RAS 115 5.3 The mal1ufactmer shall pro''1de clearly wntten application mstruchons. 5,4 Exposure and course layout shaJl be m compliCU1ce WIth DetaIl 'N, attached, :;:.$ N'l.11ing shaH be in comphance with DetaIl 'R', attach..>d. ;-iOA No.: 02-1219.03 ExpiratiQu Date: OU28,01 Approul Date: 03fZ7,03 Pllge 2 of 4 DETA1L B L~..____ I 12" --- -1 -~-- 143,4" --1-12" .------+ ----r I 1 -- 13 ;W _. -~- .k,.~ \ D _ _J -- - 38314" ------- =~,:;::: r--^ 1 61.'8 I 1 1 55/8" Exposure LANDMARK 3D, 40. 50 (AND AR) .... 38 3/4" . -- -- --,- ---^ ----~- -+ ~0!.;:";~}3f...Z7/LL-LL!Ld- 77/,/ 1 77 N.t!lil"'g area fOf "'low ~pd $t.wd,J.rd" $COP~ trrcm ~ 5 1:2 to Z" 12:1 Nail beu'eEln up,,~t &. jO\\--et" n$l flt'as.. .. 12" ----,....;.... - .'--- 14 3/4"' - . +- 12" -----;;--- , WIDE........{ -- 1" ~ 1 -->-1 ~~~~NG LJ--::F:J" C" " D'" Exposure \ _ I \ _ __L_-1-__.--- l LANDMARK 30, 40. 50 (AND AR) - WIDETRACK OS (Low and Standard Slope) ....- 13114" r-f t 7 112" 6~ I , I LU ...........--- ~ 38 3/4" ~ - -----~- --.....t ~~-~rU.L<':z7'Y~"/7#777hf~1E<Nffb'.. Na]l<nQa~ f-o.."stf}ep" slt)~ (,iv~ata; ~I"l 2.112:) NaJJ ~~.i<~ bettor,.,.2 f~ft Iii es- ....- .-- 12" . ,...., · 143/4-" --,," .. '_ ,1" 1\ ......- ~~.-s 13 1.'4" ~ \ I 1--__ _ LPNDMARK 30, 40, 50 (AND AR). WIDETRACK Q8 (Steep Slope) EN}) OF TillS ACCEPTAl\CE NOil. No.: 02-1219.03 E:rplratioD Date: 02/2&07 ,\pproul Date: 03127 '03 Pag<< 4 of 4 ~~ \ :--, 1 t '{ } i ~~ l } .; } \.: {~ ~ t <" , ~l K '" \~ \ '\ \ LAMINATED SHINGLES ::HC:~l "1" b!w..~t.t)8b LANDMHK H<<IES WOOWAff" $tRIES Mf ~;( Dli~~~).K:-ii~ lAUDIMRK $ERIES. E1REMll' 4NP Ak(HllKt 80 11- 1 ~n l\1; 1 Hl<.Ot (;j{ ,nl j tH R$<:;' .' (,j J' "'~~ ON~ ~,):;t CU~ M!l'.oa feR ~\['iHC t)lh'H1S;1(}~ AiW Ur.hHRK H ,,!!liClES '~' ... ) ~ l' '\ ,U\ i'~f<,~XI'~ ~,.;>~ ,J\~~ s: ;1.,,*1 S\J~~l~ )!::ll:'<t. <' "tIS: '~;.,,~' !t)! H~ I..l'tl: ,*,~~ f~mll;f{G "~'*"~.. T (b)~ ",'W Iii$-:t- ~'A~l}M~:D ~\->~'1 NOll,H ~1l\\EMSi(lN$ InRI( ~IMtN$lO#1 /0 AMnblARK 11 PIMEU$IONS ,,, 1~1) mlWl~.'1 '11\ Wi R,n, , H" ~ <: -_....~"\._ ._~ . '-0;;--- ,..\. .- ,,- 'I. ' .-<7' (: \, --.- \ 1''1\\ p.-~ ..--:::.--- -~~ f ), \,;~_-:.::-::::s>-\: {I,(,,\\\_..\ >--- j' \ --- {I I~ \ \ ...---.- .-\ r // \ \.. '\ )._----"\ ;.~~. ($1' '11:'Hl( 1" II-! Sh~r ~(),~~ tHG~M DIMENSIONl * I,' MHkl( IllM!NlION$ LANDMARK n OIMmSI(iNS ;., \, \"; I 1> ~ l ~ l i ~ ~ ",> \.\ ~ "1" ~ j\O TlI.It<JU.ll ,111 W\ """S l~",~"t: ~ f A"'1 ,~$'I , ,~:$\t; ,u;{ ~ ,,'t, RR\P~l \, ,- \ 1'\, 'l)..~l) irll~~I!S: ~}l~..C~'{\U>: M~"l~ W CI) ~ 2 <1)~ -1 c::=:JO LL.<(O::: CI)+I <( (f) '00:::0 Z W u..u.. ~ Q 0::: ~W2f- <1).- W <{CO <1)<'> (f) Z o Z c..:;l 2-0::) (f) UJ x~o:::o ~~ W UJ U O::Ju..u LL. W CI) 0 0 ~ o:::ozO ~ 0::: o...~w<( CI) 0... c..:;l 0 0... ~f- 0 Z <(0<(0 Q,)C Z wO:::f-z W 0 O:::LL.w -'oj) u: -J W <(zo:::O ns'- i= ::J -1 Ow<(o ~CI) 0::: co C{ ~ W~(f)O Oa) w 0::: ~ f-~ZZ e"C 0 f- o 0<( 2 ::JW- 0 0 Oo:::(f)w I ~Z2 (f) 0 ~(f)w<(z UJ w 0 u I..L. ClZ~B:Q -1('1') u:x UJ <(000r- eno BLt senO:::f-5 wi'- n:: oE5Q~:J 0N (Y)<;j- z('I') ('1')0 <C LL.20:::Oo... <(-1 ('1')10 ::J W wOo... a::LL. NN o:::Cif-ffi<t: o ' 06 0' <t:-J~ -1 <t: :::l-J ,0:::-1 .~ coco (j) g~(f)O~ UJo... coO? 0:::-1-"""" lI'l0 i'-i'- -1w<i!o>- ~o... 00 .....J>:?;ZO::: o)<t: ~~ <(0 <(0 .,~ -,~'*"~ OMf nWHH(~ AHU(A.iHHt M!lIlOO fOR fNt1USH i:dkHlI$IO~ Sl'li'l~m "'~ ~~ , CJ :z - W c..:;l I ~ ~ f-, (f) :?; (.0 c..:;lZw <t:<D~ UJ~Qo O:::N<D . or-o O~~ ffiz~o w~~i W<(~0 II~. zf-!:1::z f-f-....LIJ i3~uo 0:::u..u.Q. ZW~-1 OOuiz wOUJS(f)LL.ZQ.LIJ WZUJenZOO ~C I:::lZwQ~i=Zct: f-O<t: I(f) <t:O:::;::::J LL.Z.....lf->WOOCQ O<(o...IW(f)o...o:: . f-w-1f-O:::o-1CQ.... (f)",~- <(.... w,""o::::?;(Y)Zo::: 'LIJ enO::J 0<(::)<< w~f-~OOf-....J: I3:Uo...NwUct:u f-O::J"",IZ:::l<;;; O:::""'f-c..:;lO:::UC:: 2~tn83entnDD (/) z o i= ::J ...I o (/) z !a (/) LU C < Q - 0:: o ...I LI. 119 ""~~~ HHMllH flA,ii:N;; "~'*". "~~ 11M! Nvf-OVfR NHl i'!('1) fl1R \tiCtfH! NMHlSlOf>l $}ilt.1(Hi$ "'~..,.. 1<1 1<2 ~ _-.! , \'llGURe I. t::LAet-ljNG INer ALLA T!ON - " " ~ ; WJ,.I.~!'i+.~ ,/ -""" I< w 2 <( Z Z <( -J 0... if) Z ('\JO . if) LD- .> ('\Jw ~o:: ~""'4.t~d1.."'''~ SY.'~"<'~-.;~ ;;JF,,~ G1;E'~c<......",-",,~ /,,,,,~.;lo<$ &+~<:.4 f'IGURe 2, WAU" FINiel-l ,- ~,..- - .--- """,,~~~~TU> _....ll;...~)llI:~P\.'<.l;"-'* "-, .........'"'- ~ ~ ""'-,,^, ~! .",.... ,_~ ~~~ ......,-.,lJ,....-'..,.,,,. ~"<:~r~ .- - -~- "'--~,~ FLA8HING IN6TAJ...LA TION ~ 'fa:~~ , __~1\I!01E )'_9~ D;<' l- SHEET NO, I \\'V~t. ll'\,.'<$ ~~N~ ~ >(t~~ \ i ~i~ ~:t~l..~lN>'t.W"-";'IHJUI::'l~'~~~ '>'101l.l-f ~~ I,',q,,/'~YS: t.y?>> ~i:~iC. I ,// S-16 FLASHlI<G OETAlI....r CR1CKET"KNEEWAll..INTERSl;'CTlO!I -~;;~~;;"~~ ' -- ~ --- - ---- (:..<c-~) LAST PLOT DATE January 19, 2005 0) o 10 N o co CX) f- i'- <( O(f)b! ~o:::o::: XWO <t:WI LL.Zf- -:::l lI'lc..:;l<t: NZLL. a.J~"-iWO 0.0 (\J-1 C(Y)~~W ~-J",o:::f- Ou..CO::J<('" , ' f- 0 ,,.., . 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U1 IJ. ~ ~ r- <t OJ ~ W II I I- ~ r- ~ <t Z I- 0 0 1.0 !:!!o:: zLoJcl- t!.lG:zz v;"I::"I::~ LUVlCo:: CXLoJ::::l cl-ZU ZZ,-,LoJ "I::~V;= '-'N!:!!~9 ~..-4I-;;'....j i5: -0::"1:: "I::~LUO> O::lJ.~c!:!l CQC~LU !:!l:::::iLU~Q X "I::xUJO 1-:>I-VlU UJ U 2 0 >-0::: Z zu.. <t:r- Q Z (f) zw -(f) > oz 0 wo 00 <( ::)Z 0 Ow 0::: of- 0 O:::f- -1 0...- u.. wO::: -1 0:::3 <t: Ww 0::: enI r- f-f- Z W Of- 0 Z::J >-0 0.: <t:I 0::: 21:= 0 z:?; U W ::Sffi ~ o...z 0 (f)Z I -<( (f) 2=~ ::J 0... 0::: 0 () W ~ 0 I UJ ::J 10 0 0 N @ ~ o z ~ :r: '-' 0::: >- 0... o U SINGLE HUNG MASONRY (FLANGE) .--------- ---"""~~~,. rPOMl 5t ~ ~ I co~ ~ fA?oorAi-tcHoif{oeAncM"'CHA,fi' !lOOK av (mlE!lS 0.& ! ~~~"J.W [;V:~. ....~e,~~ '-- ---auCR'o\lO'Wi-~j j' l-~~ I ~ .,,~, ~(:L~~J"~(ltI ~~~ r~i)~~M '" " sIn (',N' },t:;fff 1f+~ sn'M! r SK.. 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' I ( I Ii I ....- MI.Jt,LlOiof DIE NQ, j ~Z "'''U'''' l'tI 11 I / (:;1~()VM) Mf.Jl.UON Die .,,,,, .v".--.... ij; ~i i NO. 144$ MAY l>J~ " kH" il I ALSO W t.lS€P S\<ACKtr ........; i "I! . j II !lull L---- tlfi?ATION' --- fJ8 $<;V TAPi>tNG lil.....Hr ~ $M$ ('1'9,) '__....~Wl1_.~. - 'It' _._..,_,..1 4 -() .4 ,y ~"<f ~ NOTES -: /:" ~ !lt1J3 CQNCRE'l!: OR MASONRY ~_.---"" " ----~T svasm jE SHeWN, 'fl/XI{) ~, l'RA~'E: SU:.>S1RA it AL$>,) AP?1J:I>:S SECTION B-B .NtLKli<l Ol~ NO, 1442 NO rES: .) "~'LL\CN lNSTAlLI\1l0N iio:rAlL$ M>Pty to Al-V),{INVIlI wee: hAlWON. t:\$. ~ lM:a ,,'It 1~. \'IH<.r~:;$to TO MVt.J. :!\~>:t.lU:: C\\JNG AN'::> OR PtC1V~ Wll4110WS $lll( 6Y S!lJ!t. :<) iM ,.,\$(!NRY CCiNS"1'RlJI;Tlo.'l. .'1. Tt'lCt1 !,{'.Wtm TO SlJSSllU Tf. '&'!H ~l15' , Pl.>\' oONCi1.ttt SCJ\E:W AIo/CliOR OF ~lf1'lc\CNT \.Thf. TO ACH!t\'€ 1-1/"- MiN'. CMl'lEtiM!iN1' il-U>> cCNC$:ETe! 6..~ MASONRY. .:I) IN \VIXJj) fM~t (>)Nsr~T!ON. 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