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HomeMy WebLinkAboutBIN B-3 PERMIT 4408 f/) Q,)Q)....J (l)1\;~ Q,)._ 0 Q,)(.)1f) ~ ~ ~ I f/) 0 (I)~g: Q,)cfi] - '0.0 IT: ns'- - ~f/)5:: oQ)w e"CU ~il' iQ ~ 0 ~ <( CO If) w o '" z o ....J ::J al W LL..~O:: l1,j 0 8: s: f- W ' <:t "",r- ~903 W x~o::o U O::JLL..u I- O::OZU a..~w<:t o ~O~b Z wO::f-z O::LL..w W <:tzo::o '1""1 ow<:to '-' W~If)O 1-- f-~zZ ........ Or-o<:t O ::Jw-w 00:: If) "'" <:tz"", o ~If)W<:tZ LL ",z~8:o W ~QOOi= o If) 0:: f-CS 0:: 06JQ"':::::i <:( LL.."",o::Uo.. w""'wOo.. ::J O::Of-....J<:t r'J <:t Z al ....J '-' ::J....J-0::....J ,,, O....J - <:t VI ",<:t1f)0~ '" 0:: ....J ........ ....Jw....JO ....J>~ZO:: <:to:><:t0 GENERAL NOTES: STRUCTURAL 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 I~CHES, 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 <t 0:: f- ~ o If) If) w o U ....J('I')IT:x al 0 LL.. <:t wr'- OLL.. '" '" ('I') <;t z('l') ('1')0 <:t....J ('I') ('I') 0:: LL.. '" '" o .. I I ,~ ~~ If) a.. 00 00 1110 r-:.r-:. <;ta.. 00 O'J <:t '>t '>t FOUNDATION INSPECTIONS A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE BUILDI~G 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", A~D 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 BE,\JT 1'-0" AROUND CORNERS OR CORNER BARS WITH A 2'0" LAP PROVIDED 6, MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE 40 BAR DIAMETERS TYP. 7, CONCRETE COVER MIN, 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM REINFORCING STEEL ALL REINFORCING STEEL SHALL BE NEW DEFORMED BARS FREE FROM RUST, SCALE & OIL & SHALL MEET ASTM A-615 REIMORCING 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 REINFORCING 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 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 LINE PLUMBING TO BE PVPC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS 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 UNLESS 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 PERMANENT 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 DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETE,(FBC 1816,1,1) 3000 PSI 3000 PSI ALL CONCRETE UNLESS OTHERWISE INDICATED PEA GRAVEL CONCRETE FOR MASONRY CELLS ONLY (DO ~OT USE FOR CONCRETE COLUMNS OR TIE BEAMS) CONCRETE STRENGTH @ 28 DAYS w '" 0 I ~ re z f-, If) 3: CD <.;;lZw <:t(.Q~ U)~Qo O::C'\I(.Q (I) - of-O o~~ Z ffizCSu w~f81t 0 w~[L'" II~. i= ~If)-Z f-r-...l!,/J :J '" 0:: &3 0 0:: LL.. L.L. a. ...J zWo......J 00.. 0 WOIf)SIf)LL..z~Gj (I) wZlf)alZOO C Z I::JzwQ::Ji=zo:: f-O::5IIf)<t:O::::;:) CJ OLL..~o..f->L.LJ!?Oco (ii ..... ..,..W(/)'-'-..... LIJ f-w....J-'-O:: ....J.....-. If) '" <:t t:: 0 <:t CO...l C woo::3:('/')zo::....:L.IJ _ al w::J 0 <:t ::J .... c:( ..... w....Jr-~OOf-...lJ: C I3:Uo.."'WUO::o 0:: f-O::J"",IZ::Jc:(;;:; - O::""'f-",o::oo=::; 0 ~ ~ tn 8 ~ 1n tnDD Li 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 MUST 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 RAINFALL DILUTION, IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT IS REQUIRED,(FBC 1816,1.4) O'J o ('I') C\I 6 Z o &5 i= r=: ~ E ~If) ~ ~ Q('/') alo Z (J)r'-.-1 0 'OJ) '" C\I ~('/')..t<:t .......J.-10::<:t oLL..oo::Ju 'ror-:.f--tO If)-''Coul:!::.-1 w a. '>t ::J f- O'J Lri8.Ig:8So~ O'J <:t a.. (/) U Z 0 ASTM A185 ASTM A615-40 40,000 PSI ASTM A61540 40,000 PSI WELDED WIRE FABRIC SHALL CONFORM TO ALL REINFORCING BARS ALL STIRRUPS AND TIES REINFORCING: 111 o o '" C\I o .c u ... co ~ THE FOLLOWING SHALL COMPLY WITH THE 2001 FBC, o PORCHES AND BALCONIES SECTION 1014 o HANDRAILS - SECTION 1007,5 o GUARDRAILS - SECTION 1015, 1019,9 o STAIRS - SECTION 1007 o CHIMNEY & FIREPLACE SECTION 2804-2806 (MFGR) SECTION 2113-2114 (MAS) o EGRESS WINDOWS SECTION 1005.4 ASTM C90-99b, STANDARD WEIGHT UNITS, fm=1500 PSI MORTAR TYPE "S" 1800 PSI CGr'\CRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED DURING CONSTRUCTION ALL STRUCTURAL AND 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 CONCRETE MASONRY UNITS: STRUCTURAL STEEL: 9, CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE RE\t10VED 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 OCCUPAr\CY 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 INCLUDES ALL GRADE STAKES, TUB TRAY BOXES, FORMS, SHORING OR OTHER CELLULOSE CONTAINING MATERIAL. (FBC 2303,1,3) 15, :\0 WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC" SHALL BE BURIED WITHIN 15',0": OF ANY BUILDING OR PROPOSED BUILDING,(FBC 2303,1.4) BEAMS, RAFTERS, JOIST, PLATES, ETC, U,N,O, ~O. 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,OE) WOOD COLS, PARALLAM 2,OE U,N,O, DESIGN LOADS: TOP CHORD LIVE LOAD: 20 PSF TOP CHORD DEAD LOAD: 10 PSF WOOD FRAMING: o o IJ] W ~ - 0 ~ q Z .... I:' o ci .... I:' - > I N U1 .J C' LO >[Il~ID (iWMIJ] 0:: M I:' A 0 I Q:.I.JM ~ 111 LL .... A ~111 <( OJ ....... II I I- W .... ~ ~ .1- Z o o IJ] 5, ALL OPENINGS SHALL COMPLY WITH 2001 FBC WIND LOADS AS STATED BELOW, ATTACHMENTS OF WINDOWS, DOORS, SLlDIr\G GLASS DOORS AND O,H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS, THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION, WOOD ROOF TRUSSES: BOTTOM CHORD DEAD LOAD: 10 PSF 40 PSF 10 PSF BOTTOM CHORD ATTIC LIVE LOAD: SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTAllATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 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 BEARI,\G UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, WITH A MINIMUM NET 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 MINI\t1UM 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 BO:\D BEAM, PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW GROUT INTO CELLS BELOW, THE USE OF FELT PAPER AS A STOP is PROHIBITED, UPLIFT CONNECTORS 1, 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) ABBREVIA TIONS 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 FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN, SOIL BEARING VALUE: 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 Thicken 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,8, 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 Anchor Bolt Above Air-Conditioner Adjustable Above Finished Floor Air Handler Unit Alternate Base Cabinet Bifold Door Book Shelf Beam Bottom Bypass door Bearing Circle Ceiling Column A/C Compressor Ceramic Tile o rye r Decorative Dedicated Outlet Double Diameter Disposal Distance Drawer Stack Dryer Vent Dishwasher Each Each Way Electrical Elevation Exterior Expansion 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 Linear Ft. Laundry Tub Masonry Maximum Medicine Cabinet Manufacturer Microwave Minimum Microlam Mirror Monolithic Not to Scale 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. ! Comp, C.T. D Dee, Ded, Dbl, Dia, Disp, Dist. D,S, D,V, D,W, Ea, EW, Elec, Elev, Ext. Exp, 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, BUILDING DATA o Z W <.:lCl)z U;I~ 0 WI-CI)w::::; OZCI):::!<l: DO-I> z~t::~CI) <l:NWa:~ <.:l~~00 ~a:000 ~OWWU <lL. ...JI- a:02=L:5z O::::;a:CI)iJ! ~;;:f:':!oa: 2=~~~i3 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) WIND IMPORTANCE FACTOR - (Iw) = 1,0 WIND EXPOSURE - "B" (FBC 1606,1.8) INTERNAL PRESSURE COEFFICIENT = +/- 0,55 (PARTIALLY ENCLOSED BLDG) SHT NO: 1 2 2A 3 4 5 6 S-1 S-2 S-3 S-4 S-5 S-6 S-7 TITLE COVER SHEET FLOOR PLAN DIMENSION PLAN FOUNDATION PLAN ELECTRICAL PLAN/ INT. ELEV. ELEVATIONS TRUSS LAYOUT MASONRY DETAILS LINTEL PLAN AND DETAILS DETAILS DETAILS DETAILS DETAILS STRUC. NOTES & HANGER INFORMATION DETAILS DETAILS ROOFING DETAILS DETAILS DETAILS PRODUCT APPROVAL WINDOW DETAILS WINDOW DETAILS DETAILS DETAILS DET AI LS 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 111 0 ('.I(/) ........ .-1 'z U........ ~O f-('/') <:to.. ('.1- .-10 ..-1(/) to........ > <;t<:t .-10 W '~ 0:: ~~ C\J W...J 00 ~ (j) O...J w 0 0 0:: z<( 0 >-LL..Z --I zf-O 0 <($ <:tz- --I I- z:w~ -(/)> I ozo C\J - o::~ 0 t30<:t :r: z ::Juo L!) (!JW oz- owO:: Zt- I- o::r=g I S a..-LL.. f'-. ::r: wO::....J W(/) 0::3:<:t wwO:: ~ llJ ~ alIf- wO(Y) f-f-6J Of-u ~ - ~ ...J 0 0:: Z::J , > >-00.. L!) ~<( 0 >- <:tIO:: J- ~t::0 z$C'J 0.. z3:u ~ :5O::w (J) 0 w~ ::5 a..zo If)ZI >- llJ 0.. U -<:tlf) 2=~::) 0:: 0:: SHEET ,\0. 0.. 0:: () 0 0 1 U w J- C\J ~ 0 OF J: Z CO 25 U) ::J ('I') llJ 0 J- 0 > LAST PLOT DATE C\I @ 0 March 02, 2005 Z --I COVER SHEET - 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 S-8 S-9 S-10 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 BUILDil':G CODE NATIONAL ELECTRIC CODE AND CITY OF ZEPHYRHlLLS ORDINANCES ENGINEERED PLANS ON FILE REVJEWED l1AY 0 9 2005 MASTER REVISIONS ~bWr NOTICE TO BUILDER DESCRIPTION DATE 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 NEEDS CLARIFICATION..STOP..AND CALL THE DESIGNER LISTED IN THIS TITLE PAGE. IT IS THE RESPONSIBILITY OF THE L1CE~SED 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. WALDEN GRANDE 2003 STEM WALL 9' -3112" 5'.4" ~ PLANT SHELF LANT SHELF PAS -- THRU HfOD RANGE <1> D - o I 00 TILE TO 16" WIC lA3 w (/) o Z ......I ......I :J co N SOFFIT 1/ - -rl I ~ I'- EJI D PLANT SHELF SOFFIT BRKFST NOOK AREA PASS-THRU @ 42" A.F,F, I II I [IJ D/W @ PLANT SHELF SOFFIT OFF1T D r - - 1'M"1 - - 1111I1 111111 I liD I I 111101_ - ~ 11111 I IlIal I IlIg I I 111111 I 111111 I 111111 I 111111 I 111111 I 111111 I 1111I1 I ';;a -=- ""::I.. -:..J'u.!y "=:10 -;;:a ~ REFRIGERATOR @ KITCI-iEN VIEW& NOTE: VAULTED CEILING IN KITCHEN MC MIRROR w ". ,(/) o Z ......I ......I :J co N W/C TUB @MA6TER BATl-iROOM @ BATI-l 2 INTERIOR ELEv A TION5 REFER TO FLOOR PLAN & FIELD MESUREMENTS FOR DIMENSIONS, SCALE: 3/8" =1'-0" 1/ MIRROR 0 I MC 00 I I I 0= z ~ o o 0- W f- (j) W ~ ~ 0:: ~ ~ o f- 5' I'-- ("I') "t co If) w co ~f- U) CCl 0 o - L" I CCl T II I i IIIIII 1111111:: :: IIII 111'1 111- /'1:-, EGRESS 12',0" : f3\ ~~ ~ ,\2V "---' ~ FAMILY ROOM BEDROOM -2 t= ~ 15',0" x 20'-8" 11'4" x 10',6" : f-- CARPET 8' CLG, ...-I t= CARPET f-- - - - - - - - - - - - I-- --~ ~~@ ~ f-- f-- f-- f-- 40'-0" 8',8" 15',0" PATIO EGRESS 35 SH 8'-0" X 3'-0" 6068 SGD I-- I'll I-- I-- , I-- f-- f-- I-- - - - - - - - - - - - III~: :: IIIII I II 'I I II III EGRESS " "~0 "<-.Iv ,,~ f' ~ MA6TER &UITE , ,11',8" x 16'-2" VAULTED CLG, CARP.ET - - - -f- - - - ~ - - - - -- , , , , 'r (~'\ -' I~ 9j~" 5'-10" ~: /. .....J f-I 51 ~I c;> ...-I ...-I "t o ("I') ~ r18ff\ / = - ~ - =Fr - ' =~ - - - - - - - ~= ='~ S-6 = - - - - - - ~ - - - :;:::::: 2' 61,12" ("I')K ~~',6' ~ -1--- 12'-4" I- - -"... o ":' c.o ...-I I ,~ '0 ~..---- ......... 6'-011.2"(0 ...__-r '" - ~ - Z IO <::t - l,LJU)c.o ' = Z........ ("I') = .....J If) R: _'~__ \ 2~68 · ~~~ ~ - gj-=r" c.. ~ < == ~ eAT~ = Ie' "LG, ~,D = I V YL V - 6 OW' GLASS ABV a... I 01/2" Kf\EE~ ~ ~ wo ~ w ~ I'-- f- .-I .' = <::t ~1~09= -: = I~ow' ~ ;J 5' co ~ (1\(2\. ~~ 16X7 OVERHEAD 1111- 2'-0" J ~t 16',0" 20'-0" 40',0" 10',8" 5'-8" EGRESS 25 SH 5'-8" 6',4" R/SH /:~ ~ 2868 lL-r- - -- - - 2868 Jl""777"' <::t R/SH ~ BEDROOM 11'4" x 10',6" 8' CLG, CARPET -3 o ":' o ...-I 12',0" c v F(:)YER VULT CLG, ~ V NYL ~ ~ 2.66.8 II ("I') SOFFIT I I ~A TI-i 2 = r -....., f- ()) LINE I I~ f8 8' CLG, IE E;;. f- Z ~ E VI NYL . ~~ (ll\:)1 I~ 00 5'-5" lu 3'-5" ~~IIf8 - ~ ( ) 4',8"...-.. ~ ~ 3 -2" ( Q ') _~" 6 \ ~ -- - - - - ~ ~ OR I ~ I ~7 I ATT C I LV ~T" ' : ACC~ I kIVR............... ,. ~ /D~'~~ER . "---<,-; ~ ~ IVTI~ _R~_~~,:= ;U 3068 k- " N ("I') f-' ff ~!eg Ih ~~y c;> ~ TUB/SHOWER-._ TI LE TO 7' AFF o L..-...-n 2 g 6~" IT PROVIDE &J"V r- '--- PLATFORM " ~ FOR HVAC UNI ~ ~ERIFY SIZE W TH t= 2'-11" MFGR ~'-11" f-- I--- _ _G~T ELEYATIO~ I ON~Y_ BEDROOM -~ ,,---......, 11' -4" x 10' -6" (5E,1 \ 8' CLG, ~ CARPET 12',41,4" 'J ...-I ...-I EGRESS ::1 I I 11- o BLOCK TO 24" / FRAME ABOVE ~ 35 SH (24\ ~ BUTT JOINT ON 2 X 4 WALL WI HEADER @ 6',8" BOT, OF GLASS 24" OFF FLOOR 6'-4" 4'-0" 2',0" 7',8" 12'-4" 20'-0" FLOOR PLAN SCALE: 1/4" =1'-0" - (8\ ~ -, -, - - - -, - - - -, - f- IU) U)~ 11)0::: N~ w C""" f- f- f- f- I' (/)0- ~ NW Nf- ....- ~ -2X6 WALL Rl 0:: W zo O::::::! m. f=:;I -1" ~ CCl co u........ ...-I g~ f-- r- >-u ~ l.l.......... ~~k t= \3 f- -, .....J -, - -, -, - - - "t ()) ...-I 't c.o Co. 't ("I') ...-I "t <::t <::t c;> <::t ...-I WALL LEGEND FRAMED WALL 2 x 4 U.N.O, t: 1ft> ,I i:<I>t:J J f t<t: t':J ftLI: TL hl:,< j::t:: t::J:,: f:: I BEARING WALL INTERIOR SHEAR WALL o I I I I I I I I I I I I I I I I I I I ITl I I I 11.1 MASONRY WALL/ SHEAR WALL MASONRY SHEAR WALL INS, W/ FURRING AREA TABULATION 1554 433 89 2076 FLOOR LIVING GARAGE ENTRY TOTAL UNDER ROOF ATC NOTES "t co If) NOTE: GIRDER TRUSS CHANGES LOCATION PER ELEVATION. PLEASE VERIFY THE LOCATION WITH THE CORRECT ELEVATION. NOTE: SEE SHEET S-14 & S-15 FOR WINDOW MANUFACTURE NOTE: SEE SHEET 3 FOR FRAMING DIMENSIONS CONNECTOR TAKEOFF WALDEN GRANDE 2003 QUANTITY 115 25 2 2 1 5 60 60 5 5 10 10 10 5 15 USPID HTA 16 RT16 LUGT2 L TS20B HTT 22 RT7 SPT22 SPT4 RT3 SPT4 SUH24 HTT16 LSTA30 MP34 LSTA12 SIMPSON ID HETA 16 Hl0 LGT2 L TT20B HTT 22 H2,5 SPl SP2 H3 SP4 U24 HTT16 LSTA30 A34 LSTA12 1, SEE UPLIFT CONNECTOR SCHEDULE FOR EQUIVALENT USP 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. lJJ () I-- o Z lJJ o <( I-- o ~ lJJ 0:: <( ::) a U) w ~ l..L.~0:: .00::0 w l.l..l.l.. ~W"",f- O""Z ~-O:;l x~O::O O:;ll..L.u O::OZU o.."",w~ a...""~f- ~0c(0 wO::f-z O::l..L.w ~ZO::O 0l1J~0 w~U)o f-~ZZ of-o~ :;IW-w OO::U)~ U)~~~ ' WU)~0::6 ~Z_l..L._ ~000f- t)Ui 0:: f-(3 O~Q~:::::i l..L."",o::Ua... w""wOa... o::of-;:;::!~ ~ Z'""'...J .....J- ...J :;I...J .0::..... OU)~U)O~""" O::...J........ w...JO j>~zo:: ~o>~o f/) Q>Q).....J (/).tJ~ Q>.~ 0 Q>(,)U) ~ ~ ~ I f/) 0 (/)ca8: Q>c8 - '0.0 G: (Q'- - ...f/)~ OQ)w e't:SU w ~ 0 I z: co f-.U) ~ ~ Z <.:lZw ~CDM ~ U)~Qo O::("IICD (J) .Of-O OM'l:l: Z ffiz(3u w~l1:Li 0 w~G:<.:l II'l:l:. i= ~U)-Z f-r-...ILLl :) <.:l 0:: S3 0 0:: l..L. 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DINING 12" BAR TOP ON ~ 10'-2" x 11'-6" 2X4 WALL I 10',0" CLG. r-@ 39 1/2" AFF I CARPET 21',11112" / 00 f I OPEN PASS THRUIN n.OL FRAMING FOR t8 I SOFFIT ABOVE CNTR, IN . 5'-211.2" I 6'-5" 4',611.2" 1'-51j2'~ 4'-4" '6'" I / ~ i l , _ _ .J " /."').. / -x II ~ , 1> c/O" ,'/ / SI~K II U :9 ' '~7 " / v ~~~~~/~ ~ ^ 3'-)": ~ If) T,oH CAB~.v'V Q~ ~ t"u' SOFFIT A KITCI-iEN 1:5 6 .:~== ~ 8' CLG, :, U)I Z 'I "VINYL I........ 'r--L~IN~E 0110'-0" CLG, ~ 0 l:~~~ , 0:: ~I - " ~ m INYL II co ----- -4',10lf2" I :f3"7"~1 ~ ~ C 8',10" -~-(3 R/SH I 15 RYER VENT THRU ,,~ I: :i . I II REF"I ROOF MAX LGT 25',0"( 30 \ II 0 'K I~I L.I~, ...lJ ~ I '2',8,,1 2x6WALl...~, -_ HANSON. BOX \S-7)>..L. .I '/ r 1 , @ 36" AFF "---' l~h" ~ \/ffi 1- -r r1 I ~r-r_-.-, I ~!3RKF6T Ir~ IV~ Ot~ I D I~I W II ~ (13 \10',0" CLG, f- . L~..J ....: .J .' ~~'3 VINYL ,~ . c.o ~ LAUN -e> M, W/3/8" '- . co T CK ,(13\ ~ ~ 8' CLG. t8 TE ERED GLASS\ SA / 1j05 2',g" dWVINYL 5',5112" ~N/ A.. 9'-6" "---' '1 rl 2868 'd' ?RRR ~ \. L ,7 - - -~SHEARWALL ~ - jt ~f-H 9- p~~~~y -1~P+1-"rQrr -r - ~P,4h-- _IW.H,I .J 3\ VI/18'\ IL '" J~~'-_/ - - -~ ~~ELEV~TIONJ8.i\~~ - - - - - ./;.~- - -- - - - - - --- = 13',6" / 5'-2IlV ~, 8'-33,4":... f18B\ ~ V 6 '\j /18B\Y = ::OV . ~ \ S-5 ) = ~ ~ =-, "---' =: 18',8" ~--ATTIC-ACCESS--~ = =NTRY f3\ ~, I LOCATE IN FIELD I - ___ ________~~-.............. = : 22" x 36" MIN : = ___ ___PFs:g~~JA!:i,{ __ l. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .. -- -, - == 2 CAR GARAGE = = 8' CLG,A.F.F = - 1/2" DRYWALL ON FRAME WALLS = = R-l1 INSULATION IN FRAME WALLS "? - = 1/2" CEILING BOARD ON CEILING ~ = _ PAINT ALL = - SEE SPECIFICATION SHEET FOR - = CEILI~G TEXTURE TYPE = -' ~--------------------------------------- -------~ -- - : : - /~.-:---------------- -----=- f18B\ = : f18B\ y = \S-5) = ~ = "---' +~ = HOSE - f- BIBB = f5\ f5\ t= ~ /\SJ \SJ ~i ~ - 11 w.....J O.....J z<X: <x: $ o::~ <DW Zl- wC/) wO(Y) ~ .....J 0 ~<x:O Z$ N <!: .....l 0... SHEET NO. 2 OF 25 LAST PLOT DATE March 02, 2005 o o UJ W ~ - 0 ::J 'l ZUlr-t' Dcir-t' _ > J N U1 ..J (]'I Ifl - III 0 I > UJ (]'I (iW['1UJ ~ ['1 t' A 0 I '4, I ..J ['1 D.U1I.J..r- ~ ~ <( OJ ~U1!l. I I- W r- ~ ~ I- z o o UJ o z w S2(/)~ (/)I- 0 Wf-(/)W::J DZ(/):::!<t O-I> ~~!:::$:(/) <tC'lWO::~ (.:Jrl:;;:OD ~O::DDO $:OWWU <tLLI-'f- o::Df-L5z: D::Jo::(/)~ ~~~DO:: ~~~~B lJJ ~ 0:: () >-l.l..z Zf-O ~Z- I-- zw~ -(j)> O oz 0 t30~ :;IUO z 0~C2 Of-O I-- 8:!:: u: I ~~<i! wwO:: o COIf- f-f-~ Of-U 0:: Z:;I , >-0 a... >- ~IO:: ~!::O 0... Z 3: U c:ro::w O ....Jw ~ o..zo 1" U) Z I '-oJ -~U) ~~:;I a... 0:: o U W ~ o I U) :;I ("I') o o ~ @ FLOOR PLAN J co lI') w f/) ~ ~ Q)Q.) -I c:::::::lO u..cx:0:: Cl)1U cx: (/) '00::0 Z 0:: W u..u.. Q).- 52 w ~W~f- Q)U (/) Z <(CO o Z <..:) ~-O:::) ~~ (/) llJ x~o::o w (/) U o:::)u..u u.. w o::ozu I f/) 0 0 I- o...~wcx: Cl)cu8: <..:) 0 0... ~f- Z CX:0cx:0 Q)eS] Z wO::f-z 0 o::u..w - 'OJ) u: ....J llJ CX:zo::O cu.- - :::) -I oWCX:O ~f/)~ en ~ '" W~(/)o oQ.)W 0:: <( f-;::zz "Cu f- I- o 0CX: E ~ :::)w-w 0 0 OO::(/)~ (/) 0 (/) cx: z , (/) w w(/)wcx:z 0 u 40'-0" LL <..:)z~EE52 ....J('I') 8:~ llJ ;::5200~ eno wr--- Ou.. 8',8" 14'-10" 10',10" 5'-8" 0:: o(/)O::f-u <..:)C\I ('I')~ <( o~o~::J z('l') ('1')0 u..~o::uo... CX:....J ('1')('1') :::::> W wOo... 0:: u.. C\I C\I O::Of-ffiCX: o .. I I 0' cx:....J~ ....J ,~ ~~ (f) :::)....J .0::....J (/) 0... O? O? gcx:(/)O~ O::....J....... lI')0 r---r--- w....JO ~ 0... 00 ::J>~zo:: 0"lCX: ~~ cx:o cx:O I-- I-- I-- I-- I-- I-- I-- I-- I-- I-- I-- I-- I-- I-- - - - - - I-- I-- ~.......... t= 5',311.2" ~ ___bJ: '" 3'- ~ ... 5',211.2" ; ~ -----C \:~.. " ~ ~ ~ i-R~/< I-- (.D I-- I-- I-- - -111 III ": -, -, -, -, -, -, -, -, -' -, -, -, =: 1" -, 0 -, C"J -, -, - I-- I-- I-- o ~ (.D .-i 12'-4" 911.2" J o C'1 q r-- C'1 I-- I-- I-- !:= 2'-6 1.2" 5'-8 !.2" - - - ,~ ,0 ;;;; - -, - -, -, -, - I-- I-- 5',811.2" I-- 1--, 1--, I-- I-- I-- I-- I-- I- 14'-2" 5> co C"J I-- I-- l- I- I- ~ I-- I-- l- I- 1--, 1--, 1--, 1--, 1--, I-- 1-' I-- I-- I-- I- - - - - - 1-' 1-' 1--, 1--, 1-, 1-, 1--, 1--, 1--, 1--, 1-, l- I--, I-- - -' -, - -, -III 20',0" 2'-0" II n ,. I ITTTT I I I I I 5'-10" ,~ <0 s' <. 0" >- 4'-1011.2" 3'-7" 2'-8"j~1 v 2x6 WALL I '11 III q .-i .-i --' .-i ~ lI') C"J 21'-11112" II111 III] III 11111111:: ~ -> 15',8" 6',5" 4'611.2" l'-51h'~ '0 1 {~~:~-~5"D ~V ~ ~ o ~ ~ 'I , - -" 1" (.D " '- 2'-8"11) -..,- -[> 5'-511.2" 1111/ A.. 1::f v ~ v r---------------, I ATTIC ACCESS I I LOCATE IN FIELD I : 22" X 36" MIN : 16',0" 20',0" - I. ~ 5'-10" 1" o C"J , 4'-4" ~ = t ~~ ~ 8'-10" 4'-8" 9'-2" -n _ 1]:, \ ro.~ V 5> ..;t ~ ~"~I 3',0" 4',0" n l- I-- I-- I-- I- 7'-8" I-- I-- I-- I-- I-- I- I-- I-- I-- __________________~~ - - - - - - - - - l- I- I-- I-- I-- I-- I-- I-- - - - - - - - - - - - - - - - - - - I111 - l2"O" n 7',8" 40'-0" N W-.J 00 ~ en O-.J llJ 0 0 0:: z<( U >-u..z .....J zf-O 0 <($ CX:z- .....J I- ZW~ -(/)> I oz- N - o::~ 0 woo I uucx: z :::) 0 L() (!Jw oz- OW 0:: o::~g I $ zl- I- o...-u.. l""- I wO::....J wU) 0::3cx: WWO:: ~ L1J '" enIf- LlJ 0 (V) f-f-~ Of-u ~ - ~-.JO 0:: z:::) , > >-00... L() ~<( 0 >- cx:IO:: I- ~!:::O Z$ N a.. z3u ~ :)o::w en 0 w~ <( o...zo -..l (/)ZI >- LLJ 0.. U -cx:(/) ~~:::) 0::: 0::: SHEET NO, 0... 0:: 0 () 2A 0 u w ~ l- N 0 OF :r: Z (/) 00 25 :::) ('I') W 0 I- 0 > LAST PLOT DATE C\I @ 0 March 02, 2005 Z - .....J DIMENSION 5'-8" ::1111 I I lill- I--' 12',0" t=: F' 1--' 1--' 1--' 1--' -, -, -, -, ~ ~: .-i 1--' .-i 1--' 1--' 1--' 1--' - I- 6'-4" = (.) Z ---l.J - - /:~ = 1FT -- 1" - - C"J - - 1" O"l .-i W <..:) I Z 00 f-. (/) ~ ~ <..:)Zw CX:(Q~ (/)~520 0::('\j(Q en . of-O o~~ Z ffizc5u w~~Li 0 L,LJ;::u:<..:) II~. j:: ~(/)-z f-f-....JLU ::;) <..:) 0:: ~ 0 0:: u.. LI. ll. ..J ZWo.......J 00L.Jz" 0 wo(/)S(/)u..Zll.LU en wZ(/)enZOO C Z :r: :::) z w 52 ~ f= Z ~ _,ft f-O:)I(/)CX:O:::=:;) "'" 6zo...f->w~oa:l en cx: I W (/) ~. IJ.I f-w....Jf-O::o....Jea.... C ~g~~('I')Z~ccuj Q)w:::)>-8CX::::) ~ ;3 w....Jf-....JC\lof-..JJ: I3uo... 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II)Q.If-WOO O"lcx:o...(/)UZ o o IJ) W r- :J 0 zUl~L" DO'-L" - > I l\1 Ul ..J []\ In - [l] 0 I > IJ) []\ oWMIJ) ~ M L" <( 0 I [lI..JM ~ U'J lL .- <( ~ ~ rp ~ ~ ~ .- .~ Z o o IJ) o Z W ~ z (ij~Q 0 WI-(/)W:J oz(/)::::!<t: O-I> ~:;;!;t::5:(/) <(NWO::;:;:; ~"~OO ~O::OOO :5:0wwU <(LL ..JI- o::O~~Z O:Jo::tIl1l! (/);;W 0 0:: I (/)t:z:J I-_<t:<(u i-STORY STEMWALL SCHEDULE STEMWALL HEIGHT (h) FOOTING DIMENSION d b NUMBER/SIZE OF BARS LAT, MAXIMUM F,C, SPACING (O,C,) IN STEM WALL 127.2# 6',8" 4'-8" - 6'-0" 20" W/ (3) #5 BARS WI (3) #5 BARS 210# 4',0" 0'-0"-4'-0" 10" 16" 10" TYP, @ (35\ ALL CORNERS ,~, ______u__ I : .. /-K' / /. I / ,_u_u__ 1/1 I I 1/1 I I : ft : I I I I 1/1 I I '/ I I I :/ I / I I ,-::,J I I/": 1/1 1 I ~/: ~": q I V ' I l1) : V :lL 117 :V :V : l* I :V :V I I"", 'V V l{: VI V: VI 1-' I ,..1 V: V: ~: : V :~'-~-l> I ^V I V [I \v--r' I I" 1_' 1\ II i V : -l>_~? (12\ I / I I'-;- \ S-1 ) : 1/ : ('/') "-.:/ : ~ I ?7~"" LAV 6'-011.1" ,_ 2',8" i V ~~ OO.?" l I 1-' :\~\." = , I m ..-- ~ I r- , .' Cl.. I I--)W/C N o I j ,-, I . I I ' ~ : : I \,J: o \" '-' q "'! o r-J .' =- I ('/')q ~ /r:/:~B~=~=~~~ -,-, ~1 ~ SS FOR ~:I~ TUB ~ ~II .::: NER 4" 1\ = = I II L-. SEE FLOOR I I' ...-1 (0, II ~ /:L_'~:;:___~ ::k,' _~U_ -PtAN-FORi)jMfN.u--: "'T'jf(~--;< '-/ /-;/ -K' / / /rY7Y-~yt./ f- _ "" _ _ _ __ ST-EP_nrw;JKJTt::';"" ,,-, \ I ~ W,H,J \ / 1'- r_ I l"': V: V 1/ ~ ,V :V :V :IL : 17 I IVI lV' I I :~L________ I I I I HOStV i BIB~ V I '1 1-' I mV! ~v: IVI I I II.; I I f'X I IVI I I 'V' I I 1/1 I I I I I/~ : IJI' ~ '" I ~------ 374# 6'-8" - 8'-0" 24" W/ (3) #5 BARS 12" 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 h" WALL (1) #5 CONT, TIED TO EACH VERT, , REINF, BAR ,M, TO BE TO #5 CONT, R " /r'}~~g~~;;~E~DC:~: CLEAN STEM WALL FTG. 1,STORY SCALE: N,T,S, NOTE: REFER TO DETAIL 34/5-:1. FOR TYP. STEP FlG. * 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. NOTE: CONTRACTOR IS RESPONSIBLE FOR BRACING OF STEMWALL DURING UNEVEN BACKFILL CONDITION NOTE: MAXIMUM HT OF STEM WALL @ 8'-0" SINKS 3" VTR I I I I I I I I I , I I I I I I I ~------------------------------------ 3" VTR ll- TUB WIC, l LAV V 2~V TO SAN, SEWER I I I I I , I I I I I -----------------~ PLUMBING RI6ER NTS. 1" 00 l1) 1" o ('/') C? 00 N 3',8" C? r--- :9 q 00 ~ L----' --- C? q 1" q ~ ('/') ~ ~ C? N C'? (0 1" l1) C? r--- 2',0" 8'-8" 15'-0" f3\ ~-y ~ 40'-0" 10'-8" ,~ 15'-8" 1 5'-8" ~ 16'-4" l 8'-0" l "? l!"l N :S 4" CONC. 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U.N.O. ~~~ t5EJ\ / : ~~~'\0:v- ~ / : ~ : ; 1/ 1 i~ :/ :/ :/ LILJ ~~ ~I/ : 1/ I :~ / / / 4" 3000 F61 CONC. 6_AB WI 6X6 10110 W W M Cl-IAIR 6UFFORTED PER FBC, OVER 6 MIL Vl6QUEEN vAPOR BARRIER .$ Tr; EATED FOR TERMITE6 NOTE: PLUMBER TO VERIFY LAYOUT & DVrv SIZES BEFORE CO,'...STRUCTIOI\< BEGINS , I I I 1 1+ 1 I 1 1 : 1 I 1 : I~i , II~! <.:JI IZI I~: WI ICOI I I~ : L: " I ~ ~ 8 q ~ ~ S-l 2',6" X 2',6" X 1'-0" W/ (3) #5 E.w. BOT, I ALL FOOTTINGS I MIN, 12" BELOW GRADE 27'-10" 12'-2" -" .. I <.:J 10... :0 19'-11" 7'-11" 4'-1011.1" 2',8" 4'-71/2" I ...-1 ~ o ('/') " c-____J__~_ L--I"----'2;l-=-==.;;' 1(' --1('--"''' II n II II II II 1,-__/,-__/1 '---------' SINK 4',4" I I Ii.. I 1_. I 1 : / :* I ,-------h / I I~ II I ( 1\ I I I' <.:J I : I ::0... 1 W C :: TUB : :1;; 0 LA, "II I:> ~ I \ I I I 10 I ",- -l> I ,I I I I 10 ('/') 12 X 4 WALL~Z~\\ ;'_/:: I:: ~ I ~'- II - - .r 'I l j I I I ~__'" I II ,-_0_.-/11 I I I , ,- - - - - - - - J,:~-_-_--"...._______ / , 1 I .-- ,---------------, -., .L- ! 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SHEET NO. OF 25 LAST PLOT DATE March 02, 2005 FOUNDATION ~Il' E'i c::=J 0 ~<(CO (/) w o l:l Z o ~ :::l co ~ <i: c:: f- :2i: o (/) (/) w o U ~M U::x COo LL.< wI'-- OLL. <.:J C\J ('/') q zM ('/')0 <....J M(,/,) c:: LL. C\J C\J ~ ~" g g (/) CL co co Ii) 0 r-.:.. r-.:.. qCLOO 0) < q q 0) o M C\J o Z co 0 co !:: ....: r-.:.. N f- 0 - l!"l E q c:: 0 o w 0 rJ) W N rJ) LL. .QMIi)l:l::l a:loC\JZ ~~c;jW6 c ('/') , ....J W co~q<f- 0.... LL. M c:: < M CO:::lu . co" r-.:.. f- - (0 (/)~OU!:!::M W Q. q :::l f- 0) f- MO C::C::'< li)Q.If-WO O)<CL(/)UZ 0 o o IJ] W I- :J 0 ZU1~t' Dcir-t' - > I N U1 .J ID t1l - [] 0 I > IJ] ID OWMIJ] ~ rn t' <( 0 "~ I n. I .J M Ul l.&. r- ~ I- ~ OJ <(Ule. I f- W r- ~ ~ .f- Z o o IJ] o z W Z ~(/)<..? 0 (/)::r:- Wf-(/)W:J oz(/):::!<l: O-::r:> ~ ::H= s: (/) <l:NWo::~ <..?""~Oo zo::ooO 3:0wwu <:t:~ ......I~ O::O~~Z O:Jo::(/)~ ~~tOO:: ~~<l:~B w 8 c:: () >- LL. Z Zf-O <z- I- ZW~ -(f)> O oz 0 t30< ::lUO Z oZo:: oWo c::f-....J I- a... t: LL. 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'([ := ) I ~ - - - - - - - I~J~~W~R~ - - - - - r u~ ' ~ \ \ \ \ ! ;' I I 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 INTENDED FOR BID PURPOSES ONLY, ALL WORK SHALL BE DONE IN STRICT ACCORDANCE 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 TVI L _ ..J IOPT.1 TVI _ ..J I I 1 1 5'-71,12"1 I 1 I I 1 1 1 1 ) / IOPT.1 16'-4" ELECTRICAL LEGEND $ $2 $3 $4 $DM DIMMER SWITCH -9- ~ ij o Gi GROUND FAULT INTERRUPT Gi WP WATER PROOF W/ GROUND FAULT diD 220 VOLT OUTLET ~ SPECIAL SERVICES OUTLET I TV I T.V, CABLE OUTLET ...... @d) @ ~ ~ BATH FAN WI LIGHT ~-----------------------i~~~~~~1i~~-~~~~~ : METER SOCKET~ ~ : I I I I I I I I ' I I , C==:::J c:::=::J I '0 I , I , I I I I I I I I I I I , I , I I I I : I I I ~ I I 11/2" RIGID NIPPLE WITH I : 2 #1 AND 1 #3 CU THW : : #4 CU GROUNDIN CONDUCTOR : : PER NEC 1999 EDITION : I , I I : BY POWER COMPANY : I I \ =CTRICAL RI6ER DIAGRAM ~' ~ NT6 ----------------------------------------- 6ERVICE 61ZE = lS0 AMP6 II) C\l(/) 0 '- ~ .z 0'- ~o I-M <l:o... 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() 4 0:: 0 0 0 w I- (\J ~ OF 0 I Z 00 25 (/) ::J ('I) W 0 I- 0 > LAST PLOT DATE '" @ 0 March 02, 2005 Z - -.J ELECTRICAL PLAN SINGLE POLE SWITCH DOUBLE POLE SWITCH THREE-WAY SWITCH FOUR,WAY SWITCH ~ SMOKE DETECTOR ~ FLOOD LIGHT 1-----------1 FLUORESCENT LIGHTING UNDER COUNTER n n n u u TRACK LIGHTING CEILING FIXTURE CEILING FAN c v SCOUNCE ( WALL MOUNTED) FIXTURE 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET U) I~ DOOR BELL CHIMES u @- DOOR BELL DISP DISPOSAL 0 L-cJ DISCONNECT SWITCH ~ PREWIRE SPEAKER CD JUNCTION BOX CD THERMOSTAT 0 LOW VOLTAGE LIGHTING 20 I \ ELECTRICAL " Q] INTERCOM SYSTEM ',W,H, / PANEL FIELD @ 42 , '" LOCATED [EB.J GARAGE DOOR PUSH BUTTON --- 4',8" / / 3'-2" ~ ,/ U 0:: W W Z Z 0 6 Q::::! u I-::J U) <t: ro -u, o g~ 1t~ o::<l: wLL. >0 TELEPHONE CABLE OUTLET '" - ----- s- M \ "" , ~ \ I II ' ----- C ='~~:cr:=) IOPT.1 A FAN ~ PREWIRE i IOPT.1 I I I / / ~ RECESSED LIGHTING WATER PROOF RECESSED LIGHTING BATH FAN GFI WP IOPT.1 ~ 80:: I-W <t:1- uwe o~ .....J, OU ....JW w.....J _w LL. ~ n -, - -@-4n - n ~ \ : AtTIC ELECTRIC : , I ~I ' ~1J:n~g~~!3.Y_ggp_E_~ \ \ ' , '4 \ \ \ ~ FOR GARAGE \ DOOR OPENER _ ~--------------------I()Dlrl-------------\------~ -+ - - - - - - - - ~Tr-- - - - - - - - +--- \ i , I \ @i42" , I 'frF. 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V " I') V 0 0 ~ ~ ~& '- ~ "- " jOl H~H~ ~ ~ ~ ~ j():<. - 7'-8" 12'-4" / 20'-0" < A)-----/ 40'-0" TRU66 LAYOUT II, III, AND Iv NOT TO SCALE []] ~Y IW' J01 J03 ~ ~ (18B ~ /[\g J05 / ~ "'@ .. I ~~~ Mid-State TrussCom pany TM Serving Florida Builders Since 1910 3125 Reynolds Rd" p,O, Box 1606 Eaton Park, Florida 33840 863-665-1309/ 1-800-940-8787 ~ 8' 0" BRG. WALL 10' 0" BRG. WALL ~ ~ I I BEAM BY BUIDER I I NON BEARING WALL ~0 / yp, U N,O, IO~ C J03 ~ ~I'- I, ~ :r ~ ~ :r ~ ~ a " "t ~ []] . j [] t~~~ CZ;J VAULTED CLGS 10' 0" FLAT CEILING CJ * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 OR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. 7 ~t:: 8' 0" FLAT CEILING UPLIFT VALUES & CONNECTORS "X" HTS 20 1450 SPl 585 SP2 1065 HCP2 605 * MINIMUM 3" MEMBER * * REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPOXY ANCHORS TO BE SIMPSON "SET" U,N,O, ZONE IT] MWFRS I2l COMPo & L:J CLAD ~ MWFRS [!] MWFRS HANGER SCHEDULE ~ SIMPSON HGUS210-2 6 SIMPSON .& SIMPSON ~ SIMPSON STANDARD ROOF HANGERS ARE SIMPSON HUS26 STANDARD FLOOR HANGERS ARE SIMPSON HHUS46 UNLESS SHOWN OTHERWISE APPROVED TRUSS ANCHOR BY BUILDER S.Q. CUT OVERHANG HEEL HEIGHT = 2x4 STD. BOTTOM = 2x4 MIN. TOP = 2x4 MIN. 12 MARK 0 COr-.NECTOR A HETA16 B H ET A20 C H2,5A D H3 E META20 F HHETA20 G Hl0 H MTT28B J HTT22 K HD2A * L H D5A * M H D6A * N LI JS2R P HUS?6 Q HUS28 R MTS12 S MTS16 T MTS20 U MGT V LGT2 W HGT,2 5.9 ------- V ____________ 5:2 0 12 ~ \~ \~. 1'-4" TRUSS END DETAIL UPLIFT CONN. < 14901BS. @ - < 14901B5. @ - < 1174lBS, SEE 5E,l/S-7 - < 450 185, @ - I SEE SH EET S-7 FOR NOTES I UPLIF CONNEC110N CROSS-REFERENCE SIMPSON STRONG TIE CAPACITY SYP SPF 1810 9 - 10d x 11/2" 1810 9 - 10d x 11/2" 600 535 10,8d 455 320 8 - 8d 1450 7 - 10d x 1 112" 2235 12, 10d x 11/2" 990 850 16, 8d x 11/2" RT16 1030 945 8-8d X 1 1/2"& 8-10d 4455 4455 24 - 16d MTS27B 4685 4029 24 - 16d 5260 5260 32 - 16d SINKERS HTT22 5370 4618 32 - 16d 2775 2570 5/8" DIA. BOLTS TD2 3435 2954 2 - 5/8" DIA. BOLTS 3705 3130 3/4" DIA, BOLTS TD5 4180 3594 2 - 3/4" DIA, BOLTS 4405 3680 7/8" DIA, BOLTS TD6 6655 5779 3,3/4" DIA, BOLTS 1165/1115** 780/875 ** 8 - 10d x 3" JUS26 510/740 440/695 8 - 10d 11550/3325 ** 1550/.2540 ** 20, 16d x 31/2" THD26 1875/3040 1580/2365 13220/5970 ** 2705/4510 ** 30 - 16d x 3 1/2" THD28 2330/3965 2015/3430 1000 860 14, 10d x 1112" MTW12 1195 905 14-10d 1000 860 14 - 10d x 1 1/2" MTW16 1195 905 14-10d 1000 860 14, 10d x 11/2" MTW20 1195 905 14-10d 3140 3140 22 - 10d X (1) 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPOXY 2050 1785 30 - 16d SINKERS LUGT2 2260 1945 30, 10d 6280 6280 16-10d 5" EMBED. 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" , " l' '-.., ~ ". ~'" '..'...... '~ . "-w W M .. -/ '.:,:'~#5RE'B~R' 3,5" CONC, DRIVEJ ~ w/CONT, JOINTS .: " 10' O,C. TYP, ~i ,:,:', ,', j .. .. ~.. ... .. .... d .. ....0 I " .0.. . .... ... ..... . f9\ FOOTI~Gb @} GAR. DOOR \ S--11) STEM WALL FTG, ~ 1- STORY {IPROVIDE 11/2" X 16" SLOPED RECESS AT GARAGE DOOR SCALE: N,T,S, P,T, FURRING TILE ON BACKER BOARD 4" X 8" X 16" CMU \ 4" X 4" X 16" r PAVER CURB nF,F, 1 "-- ~~~~, :'>~r'-:":" ,'-~ ,~/( ~ ~ _ _ _ _ _', _ _ _,_ _ _ _'J .. " ", , ,"', ,", ,.., , HOLD 1" t> L-MUDDED FLR, SLOPE TO DRAIN i' i P. ..... " .'LT:: ..' '"c''' ,., utl.;.J:;.;.H ~WW.M. ~ b { (2) #5 CO NT, (i3\SECTION @ SHOWER \ S--11 ) STEM WALL FTG, SCALE: N,T,S, ~ l-STORY DOWELS, BLOCK SEE FOUND, WALL PL, FOR ( /#5 REBAR CONT, LOCATION . / @ F.F, SLA.B LEVEL L1NTE~~ 1 ~ _ _ ~,~,l COURSE ............' , SEE PLA.N .~: -,";'t..-,-,~_.: 1 FI~ISH GRADE _ ~ \ .:' "'" "H WW.M I"~"~~SEE SCHEDULE ~ ~ FOR REINF, I 2A Vi\ EXTERIOR BEARING @ GAR. 'S-1 S-1 J STEM WALL FTG, SCALE: N.T,S, l,STORY 2 X 4 P,T, PLATE 1/2"X 8" ANCHOR BOLT Wj 2" X 1/8" FLAT WASHER 6" FROM ENDS THEN 32" O/C OR 5/8" X 7" WEDGE BOLT 6" FROM ENDS THEN 24" O,C, I / REINF, SEE .,1/ ~PLAN ,., ,- 0; ~,~,'--tbi~:- ~~~~~fl~;'~" ';'(.~ :--!1N ~ ,-~~, ,.;~, ~ . '.. .,.. . l> '1,'10.' " 16" I'\. ~ "'-- (2) #5 REBAR - (10, INT. BRG WALL 2 X 4 ~ (ALSO SHEARWALL) SCALE: N,T,S, #5 REBAR PROVIDE 11/2" X 8" RECESS AT S,G,D, LOCATION 0',0" FIN, FL. ~L-I ' , , ~ __J...___..___...._.,~ #""/110..." .. .. ". ... ' , ,':l. , -:,", ... . ...:,; ,; ."~,; .. . ....... "eX 1/2" EXP, JOIN I;) " ' ", ....... ..... :lU\ WW,M, 'niU'; d L' :..:',: :.: ,; .',; ~o ' ,; ,~ ~ .. . \ SEE SCHEDU Y I b I FOrTh"\ S.G~D. Srll DETAil \ S--11 ) J STEM WALL FTG, SCALE: N,T,S, ~ l-STORY 1-STORY STEMWALL SCHEDULE FOOTING DIMENSION MAXIMU ~ S EMWALL NUMBER/SIZE OF BARS LAT, F,C, SPAblNG (O,C,) HIGHT (h) d b IN STEM WALL 0' )"-4'-0" 10" 16" W/ (3) #5 BARS 127,2# 6 -8" 4' ~" . 6'-0" 10" 20" W/ (3) #5 BARS 210# 4 -0" 6' B" . 8'-0" 12" 24" W/ (3) #5 BARS 374# 2 -0" NO~ 1. VERTICAL REINFORCING IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECT ONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE. #5 REBAR CONl @ SLA.B LEVEL #5 REBAR CONT" @ SLA.B LEVEL W l.L.~0::: '00::0 w l.L.l.L. ~W"",f- ~903 W ><~O::O () O::Jl.L.U L- O:::OZU r- 0.. w< O 0..~:S::f- <0<0 Z wO::f-z O:::l.L.w W <zo::o I'n 0 W < 0 '-' w:S::rJ)O <( f-;::zz L- 0 0< r- ::JW-w o ~~~~ , o wrJ)W<z L.l.- ~z~B:Q w ;::QOo~ orJ)O::f-u 0::: 06]0:S:::J <( l.L. o::Uo.. w~woo.. => O:::Of-CiS< r"J <.....Jz .....J '-' ::J - .....J ,,, o.....J .0:::< VI ,,,<(/)O~ ..nO:::.....J' .....Jw.....JO ...J>:;:zo:: <0><0 -r - - - - - - - - ] LOCK FACE EXTEND SLA.B 11/2" BEYO~D ~ I EXTEND SLAB 11/2" BEYOND BLOCK FACE "- \' , . , 'T ""11I,,---'" ...,-'-.... _" ,.~ , , ,~ ;'J . , GRADE , : ~ W~j~'~ff~[[i)"'i"W''''~,. , '~k;"')_ .. 1 "', ~ .~'"'' d . 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N U) .-i0 ~ _ <0 '-.. > ><;t< W .-i0 ':S:: 0::: ;g ~ C'J W--' 00 ~ U) 0--' W 0 0 0:: ~~ () >-I..J...Z .....J Zf-O 0 - <Z- .....J ~ ZW~ -rJ)> I o::~ 0 OZO C\J - ~O< :c Z ::JUO Ii) 0W OZ- OW 0:: o::f-O I $ Zl-- ~ Q...!:::U: f'-. I wO::.....J w(f) 0::3< WwO:: ~ ll.J wO(V) c..? cnIf- f-f-6] - Of-u ~ - ~--'o 0::: Z::J . > >-00.. Ii) ~<( 0 >- <I 0::: .- ~!:::O Z$ N 0- Z3U :5O::W ~ U) 0 W~ :5 o..ZO rJ)ZI >- ll.J 0... () -<rJ) ~~::J 0::: 0::: SHEET NO. Q... 0:: 0 () S-1 0 U w .- ~ C'J 0 OF I Z rJ) 00 25 ::J ('I") ll.J 0 .- 0 > LA.ST PLOT DATE N @ 0 March 02, 2005 Z .....J DETAILS - - I 3 \ S-1 I 6 , S-1 \EXTERIOR DOOR Sill I STEM WALL FTG, SCALE: [\J, T,S, l,STORY PORCH SILL STEM WALL FTG, SCALE: N.T,S, FRA\1 E ~WALL / #5 REBAR CONT. / @ SLAB LEVEL ,,_ :.. ~_ _ _ ,,_ :.. ~ _ _ J _i'J.-., /, "', ;, ',;, ..;. .".1 : \ .... .... ". '. ; .; " ., ."..:'}.I :i;' ,.~.<3 ~ b ~ EE SCHEDULE (i1\INTERIOR BRG. @OSyNEP_DOWN \ S 1 STEM WALL FTG, - l-STORY DOWELS, SEE FOUND. PL,FOR~ LOCATION "" GAR, SLAB REINF, SEE SEE PLA ,," /IPLAN ~ ' ':- ."...~--...?o- J' : A, ,~:'~ " " . J ,~,' . ,/ , 'HI'!' ..1,;;'\.)..~. -~'..'---...'---"" 'if' ;;~",';;' , ., , , " . :.: i~ "mir 4' ,<-., . /, .' " ,'. -:": ~ ~ '1; - *" -:- -::--r:- J; ?, !. WW,M. SCALE: N.T,S, I 12 \ STEP DOWN NON BRG. \ S-1 I SCALE: N.T,S. - /2 #5 BENT BARS Wj ,. ,../, ,.~I,N,' ,~~", ~~ :,~L~~~. ,I t ":: I{~'" ,','. ~." ~'" ~ ,.'~,-f:::;7-, SEE PLAN ~ '.: ",...,~' ',...,~' ',....~' ',...,~' ,....~:~ TYP SEC ,; ,. , "", '" , ...... , ",; '" , ....,; I... I.,; '" ". ..... ....... ~" .... .. .." .. .. J" .. ...".. ~.'.. '~::I ;~::.~~';::..~ I I ' ' , '.' , '" . .,;" ............ ".. .. .. ~ " .~:: ,'~~,: ,'~~,: I'., .' "", '" . ~.. I ~...... .,;'" I....... I...... SEE TYP , '.'.' ":'. SEC ~.;.~ ~.....~~ '....~. ~,....~~ ~,....~~ ~.;.~ . .. ,; . ..,.. , .,;'; . .,.. . ..... . .. ..........o......... ~o. .. I Y 16" ,Y MIN, '\t...... "':----#5 CONT REINF. 1\ _ SEE FND. FOR ~ QUANTITY .......... ~#5X25" X25" CORNER BAR ONE FOR EA, HORIZ. REBAR, TYP, U,N,O. 1:/8" SAWCUT X 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN \,~ MIN. 8" OR-- 16" MAX STEP WW.M, PLACED I UPPER 1/3 OF SLAB OR FIBERMESH REINF, SEE PLAN, 2 #5 CONT. I .~< r I I ~":' , . '., , ,.. , . ',. ..",.., ;'J . ----.,... -.,...."..;......' 1t:'~.-/ z ~ ........ ' ,:...,.,;. . ,....,;.. ' ,.....,;... . ...,;..... . "'..,;. ":~ [jJ ::s "'r ,~.;t.... ':\;1 "'r':~;S "'r...~.;t....... :~;S "'r':~;S ~;'T (/) el.- I I I 36 ,CONTROL JOINT DETAIL 'S-1 SCALE:3/4"=l',O" - 2 #5 CONT, _ TYP. CORNER BAR (35 ,PLAN DETAIL ~ SCALE:3j4"=l',O" - I 34'TYP. STEP FTG. DETAIL , S- V SCALE:3j4"=1'-O" - 0) o ('I") N ~ ~ I i ~ g ~ ~ ~ N o -::J N ro8~~< 0 ~~ c::J w C5 -5 C('I").j.:;;!W co cc.....J............f- Ol.L.oj~<" ~ "f-U<O uj~bug;.-i w 0.. ><;t ::J f- 0) ~o O::O:::'~ L!) 0.. 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(34") PRECAST 3',6" (42") PRECAST 4',0" (48") PRECAST 4',6" (54") PRECAST 5'A" (64") PRECAST 5',10" (70") PRECAST 6',6" (78") PRECAST 7',6" (90") PRECAST 9',4" (112")PRECAST 10',6" (126") PRECAST 11'A' (136") PRECAST 12'0' (144") PRECAST 13'A" (160") PRECAST 14',0" (168") PRECAST 14',8" (176") PRESTRESSED FOR GRAVITY, UPLIFT & LATERAL LOADS 8" PRECAST & PRESTRESSED U,LlNTELS 8U8 8F8-0B 8F8-1B 2231 ::lORq ::lORq 2231 3069 ::lORq 1966 2561 2R93 1599 1969 2189 1217 1349 1663 1062 1105 1451 1238 1238 1011 1011 699 752 535 643 582 582 540 540 471 471 424 442 NR 458 NR 412 NR 300 NR 235 NR 180 NR 165 NR 129 8F12,OB 8F12,lB 4RO') 4RO') 3719 4f)0') 2751 460') 2110 4::l7,) 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 250 908 743 554 475 362 337 296 279 15'4" (184") PRESTRESSED N.R. "I.R. ~~~ L~ 2',10' (34") PRECAST 3'6" (42") PRECAST 4',0' (48") PRECAST 4'6" (54") PRECAST 5A" (64") PRECAST 5',10" (70") PRECAST 6',6" (78") PRECAST 7',6" (90") PRECAST 9A. (112") PRECAST 10'6" (126") PRECAST l1'A" (136") PRECAST 12',0" (144") PRECAST "5 REBAR AT BOTTO~ OF LINTEL CAVITY \ 13'4" (160") PRECAST BOTTOM RE:NFORU'o 7'5/8"ACTUAL r- PROVIDED IN LINTEL 14',0" (168") PRECAST 8' NOMINAL WIDT (VARIES) o I<- GENERAL INSTALLATION NOTES 1. Provide fu'l mortar head and bed joints. 2. Shore filled lincels as required, 3, Ins,allation of lintel must comply with the archtectural and/or structural drawings. 4. U,Lincels are manu:actured with 5,1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting, 5, All lintels meet or exceed L/360 vertical deflection, except lintels 17'4" and longer with a nominal height of 8" meet or exceed L/180, 6. Bottom field added rebar to be located at the bottom of the lintel cavity, 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage, 8, Cast,in,place concrete may be provided in composite lintel in lieu of concrete :Tasonry units, 9, Safe 'oad ratirgs based on rational design analysis per ACI 318 and ACI 530 10, Product Approvas: Miami Dade County, Florida Nos.03,0605.05 and 03-0605.04, 11. The ex-,erior surface of lintels installed in exterior corcrete masonry walls sha,1 have a coating of stucco applied in accordance with ASTM C,926 or other approved coating. 12, Lintels ioaded simultaneously with ventcal (gravity and uplift) and horizontal (lateral) oads shoud be checked for combine loading with the following equation: Applied vertical load Appled horizontal load + Safe vertical load SAFE LOAD TABLE NOTES Safe horizontal load < 1.0 1. All values based on minl'T'um 4" bearing. Exception: Safe loads for unfilled inteis must be reduced by 20% If bearing length is less than 6,1/2". Safe loads for all recessed lintels based on 8" nominal bearing. 2 N.R. = Not Raced. 3. Safe loads are total superimposed alowab'e load on the section speCified, 4 Safe loads based on grade 40 or grade 60 field rebar, 5, Additionalla',eral load capacity can be obtained by the deSigner by providing addional reinforced 'T'asonry above the precast lintel. 6. One #7 rebar may be substi,uted for two #5 rebars In 8" lintels only, 7. The desigT1er may evalua',e concentrated loads from the safe load tables by calcu'ating the maximum resisting moment and shear at d,away from the face of support, 8. For composite lintel he'ghts not shown, use safe load from next lower height. 9. For lintel lengths not shown, use safe load from the next 'ongest 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 tre percent reduction for grade 40 field added rebar. Exampe: 7',6" lintel Type 8f32,lB safe gravity load = 6472 (15) w/15% reduction = > 6472 (,85) = 5501 plf 14'-8" (176") PRESTRESSED 15'A" (184") PRESTRESSED 17'A.' (208") PRESTRESSED 19'A" (232") PRESTRESSED 21'A" (256") PRESTRESSED 22'.()" (264") PRESTRESSED 24'.()" (288") PRESTRESSED ~~~ L~ 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 GRAVITY 8F16,OB 8F16,lB 6113 6113 5163 6113 3820 6113 2931 6113 1999 5365 1631 4360 3480 3480 2632 ?hh1 1h?<; 1 >lL1.. 1 ?<17 1<;.... ,,"'''' ',"'I:: '''''A '''''A 11'\7:; 11'\7:; 11'\(\') 'rv)') ~R ',7(1 NR 1?o,0 ~R qo,O JR 70,0 ~R ">ClR ~R .">"i0 ~R 4,">0 SF20,OB 8F20,lB 7547 7547 6607 7547 4890 7 ,">L17 3753 7547(7) 2560 7547(36) 2090 7168 (45) 3031 5381 ??r1<; "l>lQ>l ?<;hL1 ?o,;;L1 ?r10"l ?OQ"l HUI:: 1>lL1h ''''<:IA "'<:IA A"" A~" , ,~I:: ""I:: NR ',Q()? "R '7" "'I n?'" ~R '(1,7 ~R ~,1:; "'R 7~,1 "'R ,,:;,1 8" PRECAST & PRESTRESSED U'LlNTELS 8F8-lT 8F12.lT 8F16,lT 8F8-2T I~' ~~'~ ~t-lb-L I 1972 ::l17," 44;;0 1972 3173 MhO 1569 2524 3547 1,,>f)q ?o,?4 ::lo,L17 1363 ?192 3079 1363 2192 3079 1207 1940 2724 1207 1940 2724 1016 1632 2290 1016 1632 2290 909 1492 2093 929 1492 2093 835 (12 1340 1880 835 1340 1880 727 (23 1021 1634 (12) 727 1166 1634 591 680 1133 (15 591 851 1326 530 552 914 (15 530 686 1183 474 485 798 (15 494 599 1028 470 (9) 441 723 (14 470 543 928 418 (15 373 606 (14 428 455 770 384 (15 346 559 (14 410 420 709 239 323 519 (13 246 390 655 224 302 485 (13 230 364 609 187 255 404 (12 192 303 500 162 222 347 (11 166 261 424 142 198 306 (11 142 230 369 137 192 295 (10 137 221 354 124 175 267 (10 124 200 316 UPLIFT 8F20,lT <=,747 0,747 4">f)0 4')f)Q 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 (lL, 732 446 (11 616 393 (11 531 378 III 508 341 (10 450 8F24-lT 18c24'2T 70~4 70::lL1 ,,>,,>q1 5591 4853 4853 42q2 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 (1<- 993 (8) 546 (12 831 (8) 480 (11 713 (7) 461 (10: 681 (7) 416 (10 600 (7) 8F24,OB 8F24,lB 8974 8974 8054 8974 5961 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 NR 1114 NR 1047 NR 884 8F28-lT 8c28-2 I R'121 R"l?1 Rf)1::l 6613 5740 5740 5077 5077 4265 4?65 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 8" PRECAST WI 2" RECESS DOOR U,Llt\TELS 8RF6,OB 8RF6'lB 1749 1891 1596 1756 920 1167 859 1113 901 901 755 755 466 526 8RF10,OB 8RF10,lB 3355 3699 3063 3699 1770 2481 1653 2342 1825 1825 1490 1490 999 999 GRAVITY 8RF14,OB 8RFl4-1B 3280 5206 2992 5206 1716 4567 1600 4242 3120 3120 2459 2459 1568 1568 8RF18,OB 8RFl8-1B 4349 6639 3968 6639 2277 6389 2124 6639 (10) 5048 5048 3776 3776 2253 2253 8" PRECAST W/ 2" RECESS DOOR U,LlNTELS 8RF22,OB 8RF22,lB 5421 8060 4946 8060 2839 8060 (34) 2649 8060 (39 7747 7915 5743 5743 3129 3129 8F28-0B 8F28-1B 10394 10394 9502 10394 7034 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,lT tlc:;2'21 9608 9f)OR 7R::lf) 7636 6627 66?7 5861 58M 4924 4924 4498 4498 4038 4038 3508 (9) 424 3508 2494 (15 326 2842 2007 (15 284 2544 1749 (15 260 2369 1582 (15 244 2247 1321 1993 1218 1954 1129 1874 1052 1801 872 1470 746 1225 654 (11 1046 (13 N,R, 629 (11) 997 (13 N .R. 566 (10) 875 (13 N.R, 91 (14) 217 (14) 205 (7 (14 (11 N,R, (13) N.R. (14) (12) N,R, (14) (12) (14 N,R, 8RF26,OB 8RF26'lB 6493 9479 5924 9479 3402 7917 (19) 3174 7402 (19) 9448 9479 7239 8998 (19) 4091 4150 ~. ~~ UPLIFT ____ TYPE 8RF6,lT 8RF10,1 >lR1'1 d..1T 8RFl8-lT 8RF22.lT 8RF26,lT 8RF30,lT LENGTH _____ 8RF6,2T >lR1'1 O-?TI >lR1'1 L1,?T 8RFl8-2T 8RF22,2T 8RF26,2T 8RF30-2T 4'A' (52") PRECAST 905 174R 2635 ::;0<'<' 4409 5296 6183 905 17<1>l 2635 3522 4409 5296 6183 4',6" (54") PRECAST 867 1;;70, 2525 ::;::;(4 4224 5074 5924 867 167') 2525 3374 4224 5074 5924 5,8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1::l01 1960 2618 3277 3935 4594 5'.10' (70") PRECAST 655 1 ?R2 1900 20:;tI 3176 3815 4453 655 1 ?h? 1900 2538 3176 3815 4453 6',8" (80") PRECAST 570 101? 1601 2204 2758 3312 3865 570 1 nq7 1651 2204 2758 3312 3865 7',6" (90") PRECAST 506 N7 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 NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR, SEE NOTE 1\0. 4 LATERAL 8F32,OB 8F32,lB 11809 11809 10951 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 NR 2712 NR 2513 NR 2047 NR 1716 NR 1468 NR 1399 NR 1222 LATERAL 8U8 8F8 REINF. CMU 1293 ~642 2135 1025 1024 1830 765 763 1365 592 591 1057 411 411 734 340 339 607 507 721 483 534 357 512 227 401 178 452 152 402 135 324 109 293 98 284 89 259 82 194 63 148 51 125 42 116 39 33 8RF30,OB 8RF30,lB 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 ';i;;I:~ '~':::; '~~I:=;';:I1.'= '~; ... ,. ".... . ' .. , ...... , .. .., .., .... . I ;, I I .;. i STANDARD HOOKS W/25" MIN, SPLICE I TYP, FILLED CELL W/3000 P,S,I, CONC, W/1 #5 REBAR VERT. h. ;, II I " '.. ... INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 1 h. ;, I I '. , '. I J.' , If':'" , ~ 8" C,M,U, II I '. , '.. ,. 2" X 4" P,T, W/ (3) 1/2" X 8" "J" BOLTS OR (3) 1/2" X 6" EXPA~SION ANCHORS OR (6) 3" X 1/4" TAPCONS (8) 2 7/8" HIL TI TIX,DNI NAILS I 11.: If~ ~ : ~ I " .. I 11.: Ir~ .. ~ .. ,........ ,....,.. ," ".. .. . Io, ::..: 0":.: .i.' ,..:.....: ::..'~ . " . , , , . , ;~ . ..,.. , ....' , ".... , ...... . . J' ".. ' ..' "', . J' .... . ..' .... . .. . '...... . ........ . .,.... . .,.... I , 3 S-2 FRAME (EXT./BRG./SHEAR) WALL , TO MASONRY CONNECTION DETAIL SCALE: N,T,S, - - LINTEL BEAM: .~. 1 COURSE LINTEL, BLOCK W/ 1 # 5 BAR & 3000 PSI, GROUT, MIN, 25" LAP (ACI 530) JEll .lmII NON-SHEARWALL SEGMENT I. 11111111111111111.1 :~, ,,- TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN, : ~ >. FILLED CELL: FILL BLK, CELLS WITH 3000 P.S,I, rGROUT ONE #5 @ LOCATIONS SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN, MIN, LAP 25" (ACI 530) TOP_OF SLA_B ~ NOTE: SECTION BETWEEN DOWN RODS ARE CONSIDERED SHEARWALLS UNLESS OPENINGS ARE BETWEEN THEM, CONC, SLAB OVER 6 MIL V.B, OVER CLEAN COMPACT, TERMITE TREATED EARTH FILL REINFORCED WITH 6x6 W1,4XW1.~ WNF \ :, :~, " ... - - ~.\..:.,' , ~ .., " A ~ , : ."l::~ .. , lb,.. ~ . 1 .. f2\ TYP. SHEARWALL SECTION \"S-2 J SCALE: N,T,S, - PRECAST "U" LINTEL WI 1-#5 CONT, IN 3000 PSI CONC, @ OPNGS, 6'-0" & OVER, PRECAST "U" LINTEL ALL OPENINGS UNDER 6'-0", HURRICANE ANCHORS\ (TYP,) \II ':t' .' III.f" ~':.i'~ '0:. .,:,; . II . . I" -.- , ';::. ...... ......-...... ..... - ":; I . ..' ,e.. ' _ ... . ." _' " .. _' ,"" .. _' ~ .. . ,". .. ~,' ., ....1, ..... ,..... ,..... ,..... " ".. ' ~ ....... ....'. ....'" "..'" ilIo.'.II .....-...:... -'~'-'""-,,,:,-'.. ~ -. ~ SPLICES 25" MIN. LAP (ACI 530 ) ~ ~ 10" II'HOOKII' 1 ' .', ~ .' ':~' .',0..', ":1': . ~ :;:'.- :;:" :;:.;=::;: '. ~,""'. '!' . , . , .".. .. . ,.! .. _' ,!It.. . _. ,~ .. ' j' ",. f' I II ~i. II ...: h '. I ~~ I 5 , S-2 #5 REINF'~ BAR 1> ..{;> -<:9 \ ruu;~~, ~1 #5 STD. 900 HOOK SCALE:1"=1'-0" 20" MIN, LAP l' l' L#3 OR #4 REIN'F~RCING BAR #3 & #4 LAP SPLICE 25" MIN, LAP .m .J L75 ;~iN%R-2~N.tB~~ v~. #5 LAP SPLICE " 36" MIN, LAP " 1 1 .....~ ~~~~-L"~~~ :~~ ~~~n9':,~<'9':."'~~'.:r' #6 REINFORCING BAR #6 LAP SPLICE \ REBAR SPLICE DETAIL SCALE: N,T,S, STD, 90 HOOK II '. -" , . --', , '.... '11.' '....', ';1 , . , . ." : I I I ~ h,:. REBAR BOTH SIDES FO~ '. '. C':. OPENINGS 6'-0" OR MOR~. .. J.,: .:~ l. . '. r~ ", .. t I II II '. I II '. I II I L ". f:.. 'I l' '. ' r:, ." II II II .... 110.. '. I II [ '.' II ~ II L H. II r: "', . I II '. '. '. I '. ' ~ I~'; '. II L: II I ... "'. '. . . I '. . " ", II II I II II I I II II I TYP, BOND BEAM 8" X 8" x 16" K,O, LINTEL BLOCK FILL W/3000 P.S,I, CONC, Wll #5 DIA, REBAR MIN, LAP 25" (ACI 530) I STD, 90 DEGREE ANGLE 3000 P,S,I, CONC, W/l #5 DIA, REBAR MIN, LAP 25" (ACI 530) INDICATES FILLED CELL FROM FTG, TO BEAM WITH 1 #5 BAR MIN, LAP 25" (ACI 530) I I I I 8" X 8" x 16" C,M,U, I I TYP, DOWEL 25" MIN, LAP (ACI 530) h' ,.... ,.... ,.,.. .... ,.... ,.... ,.... ,.... ,.,.. ,.... ,.,.. ,.... ,.,.. ,.... ,.... ,.... ,.... ,.... "":1 .. ' ..' ".. ' ..' to. . J" .... J' llIo.. ' J' 110.. . ,,' ". ' J" .... . ,," .... ' J / .... J'...." J" ... " J' II. ' J" Ilo. . J" .. ' J' !> ~ ......' J' !>, . J' ... ' J' , , ., ' 'p llo ~ . ' .....c::;:;, . '.., ' ',to, ' "., . '.., . '. to, 'c::::::;::, , '. llo, ' "... ' "llo, ' "... . " llo,'::::::::::::: .. . " llo, . '''., ' "., . . , .. ., , . . .'\1.. ,'II 'II.. ., 'II.. ., , . ., ,.. " , .. " 'II.. ., ... ., ,. ., " ., , . ., , .. ., 'II.. .. , . ., ,.. .. 'II. ., ,.. ., ~SEE FOOTING DETAIL TYP, MONO, FTG, t SEE FOUNDATION PLAN 1 FOR LOCATIONS I , 1 S-2 , BLOCK WALL/REINFORCEMENT , SCALE: N,T,S, - l-- II111 II J =: -, -, -, = ~. <D -, - -, :: -, - -, - -, = = -, -, -, - = -, - - = - -, - - - - - ~. -, -, -, :: -, - - - - :: - - - :: - -, -, :: :: = IX @ = - - ::- - - - - - ::: - -, -, -, -, -, -, :: -' -, -, -, =: -, -, - -, -, - -, -, -, -, -' -, - -, -, ::- -, -, -, -, -, -, -, -, -, =: -, -, -, -, -, -, -, - III .llo .,...' 'II,".:' ''II''!>:' .. . ...... , ~ 11111111111111111I1111 I I111I 11II111111111111 <D <D 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 MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT, 5- LINTELS AT GARAGE DOOR OPEI\ING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS, THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G,C, COORDINATE, 11111111 (F) FOR ELEY, 1 ~ ~OR ElEV 2,3 \S.:V FOR ELEV. 4 <D @MIN, - IIII LINTEL PLAN N.T.S. 10'-0" T,O,L, ...... ".... "." ".., , ....', ...., ..... . "..... ." llo.... "..' . " l. . ,'II " ,,' " . ,'II " , " . ',' . , " !> '. .' .. , ." ~ .., "... , ".... , .,.. , ".... . ".... , .... , l..... , .... . ..... . ".... . ",' ..' J,' ,"'..' J,' ,!>.' J,' ......' J,' ,"'..' ".' .",..' J.' .....' ",' .",..' ",' ,"'.' J,' ."'..' J.' ,"'..' '. - , .., ... ",,, , ..... , "" , "... , .,.. . ..... , "",.. , ""... . l.... , ..... , .... J' ...' J' ""..' J' "..' J' "'.' J' .,' J' "..' J' ...' J' ".' J' ".' J' ....' ''''.. ' .'... ' "...' .....' ,"... ..... ' "lo, . .,... . .. "'.. ' .,lo.. . '''''''.. .. '..","':..",'.. 'II.....,.:..:.. '..''',.:",', '..''',''::.. '.'.....::, '..''','':..:.. '.''',.:",'.. '.......::, '..'....:..:.. '..'.....:..:.. '........ '" ". ',.... ','.. " " llo.... , ..... , ..,.. , ".. . "'.... , "'.... , llo.... , "'... , ...... . "..... '" , .' '" , '. , 'lo . 'II.. , , '" , '.. , , '" . ' '" , , '" . ' "', , ". '..... . ,.... . ,.... . ,.... . ,'LINTE' L CO'URS~,.' . ,.... . ,.... . ,.... . , .. .' J. .",..' J. ."".' J, ,...' J.. " ,. ":"....' J, ".' J, ,..' J ,"'.' ''II...... 8'-0" A,F.F, 8'-0" B.Q,L, . .. '.. ' '..... . ',"",,:' ',".:' .. , to.... '" DOOR OPENING '. ' , . . .,:..... ' ~ . , . , " " .... . 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N CO(/) O-...J O-...J I C\I- L!)I ~S ~lLJ ~- L!)> ~~ >-W 0:::0::: OU I-N Zco WI- >0 ~--1 I , 9H \ LINTELS AT ENTRY DOOR w/RAISED ENTRY S-2 I SCALE: N,T,S, - en o M ~ o Z CO 0 , C9 ~ ~ r'-- N ~ ;~ :QMI.L.~i 1JJ0~ &:,~ M 0 CM~.....J ro <;t<l: ........JMO:::<l: o I.L.. C9 ::J U U;ror'--t)U::M -6. ~ ::J r= en w MOO::: 0::: ' ~ iI'lC.II-WO 0 en<l:Q..en()Z iI'l o o ~ ~ o .c (.) ... ro ~ o o \0 w I- :J 0 zU1~l' Dcir-l' - > I l\1 U1 ..J (]'I III - []J 0 I > \0 (]'I o W ['I] \0 0:: ['I] l' ", 0 I (l I ..J ['I] I U1 u.. r- ",l-ctDJ ...... U1 c. I I- W r- ~ ~ .1- Z o o \0 o z W <.:l Z Vi~S2 0 WI-(/')W:J oz(/'):::!<t O-::r:> ~:2=!:::s:(/') <C\lWa:;:; <.:l""'~OO ~a:OOO s:OWwU <LL::r:--'1- a:gl-~z O--'a:(/')5:! ~~~oa: 2=~<~a ('\JC/) LD6 ('\JC/) ~> W 0:: iI'l o ........ -rl u........ I-M <l:Q.. MO c..D'- <;t<l: MO '::s:: i:3~ lJJ-I 0-1 Z<I: <(~ o::~ 0lJJ Zl- wC/) w 0 (V') ~-I 0 ~<( 0 z~C\J <t: ---I 0... UJ ~ 0::: () >-l.L.z Zl-O - <l:z- L- zw~ .- -en> oz- o wo 0 Z ~()C5 oz- OW 0::: L- 0::: ~ g .- Q..-I.L. :r: ~~ce wwO::: (9 cnII- I-I-~ - Ol-U 0:: z:::J , >-OQ.. >- <l:IO::: ~t::o a.. z3:u <t:o:::W O ...Jw ~ Q..zO " enZI '-oJ - <l: en ~~::J SHEET NO, Q.. 0::: o () w ~ o I en ::J M o o ~ @ S-2 OF 25 LAST PLOT DATE March 02, 2005 DETAILS *DIAGONAL SPACED AT 15'-0" O,C, MAX /~-:', /y ~ II ~- ~ .... ,. - ~ \/ t1.'6~ - ~ ~ - _:-) ..- '\ ~f"- BLOCKING . - . , ~ MINIMUM 2"x4" i ~ CROSSBRACING (SEE PLAN FOR LOCATIONS) :::::: - -- - . -;- ;- '\ -11 ~ I "-__ 1 ~, iV~ - - . . . _(3) 12d /' PER JOINT r--I I I.......... I -, CONTINUOUS LATERAL BRACING, NAIL OVER X,BRACE AS SHOWN- INSTALL BLKG, AT TRUSS WEBS FOR NAILING I 1.-- I -~, 00 \ 00 ~ \_CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN, X-BRACING, 2x4 SPF OR SYP w/ 2,16d @ EACH TRUSS WEB CROSS BRACING DETAIL (TYP.) NOT TO SCALE - r 2 ,CROSS BRACING DETAIL (TYP ) , S-~ SCALE: N.T,S. - - / 2A , , S-3 I - G.C. TO PROVIDE 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 CONTINUOUS BbTTOM CHORD DETAIL 2/S3-~ r BRACING 2 X 4 MIN, SEE DETAIL 3/S-3 ------' ~ 1/ ~ ~ ! E(, [)< ~ Vi'\ ~ 5' ~~ <;t /' f2B\." ~ j'\, ---- 5' ~ C? 0 ~ ~ ..-1 ---- C? ~ - - --Cl ~ 5' ~ ~ C? 0 ~ j ~ ..-1 C? ~ ---- ~ 5' C? 0 ~ ~ ..-1 ---- 5' ~~ <;t ~r= 0- T--- w 0- w ~ --~ ----'" ----- ----/ --~ -~ IT' t>< o Z W Q... I t>< t>< / ~ ------' L TOP & BOTTOM CHORD GABLE END BRACING @ 4',0" O,C, MAX, FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT _ BRACI~G PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB, (4 ,REQUIRED MINIMUM PERMANENT TRUSS BRACING PL~ N ~ AS PER HIB 91 REV, 7/19/03 SCALE: N,T,S, TRUSS NOTES: 1, WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1,2002 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING 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 CO~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 W/ 2-160 NAILS AT EACH TRUSS INTERSECTION, 4, ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE ~OT 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 BLOCKI~G DETAILS CONV, FRAMED RIDGE TYP, HAND FRAMIr\G ABOV~ T,~USS"" /1' 2X4 BLOCKII'\G MAY BE NAILED / MIN 2X4 STUDS & PLATES AT 2 ,0 O.C, "--\\,BETWEEN EA, TRUSS (4) 12d WHEN ITWLANDS EACH DIRECTION TYP, U.N.O, 2X4 DIAGONAL AT 8'-0" O,C, ....... A NEXT TO PRE-ENG, TRUS ,-2x8 BLKING. NAILED @ EACH MAX & EACH END ALTERNATE..... SIDE w/ (3) 12d NAILS WHEN I I REQUIRED w/ (2) USP MTW12 DIRECTION TYP,~ W/ (14) - 10d X 11/2" EACH .7 " I \ L I X X II \ X ' '~fY\ \ I, ~ V ~-- - ~ ~~ VERTICAL SCAB 2 x 6 #2 SPF 48" O,C, W/ (4) 10d TOP & BOTTOM OR USP RTl OR HCLR/LL W/ 8 ' 8d IN PLACE OF (4) 10d * , COLLAR TIE ve- EVERY 3rd RAFTER '-- ** ~~ ~~ ~~ BEVEL CUTS /"" (OPTIONAL) ~ V ~:;-2x4 SPF 2 (2) #7X 3-1/2" .~ WOOD SCREW EACH TRUSS OR USP RT7 @ 48" O,C, TB D~-- ~7 / / PRE,ENG, TRUSS CONT, ROOF SHEATHING AT TRUSS TOr CHORD AT ALL HAND FRAMED AREAS TYP. DIAGONAL "- AT 8',0" "" MAX 7' .e; * 2x8 #2 SPF RIDGE BEAM ** 2x6 RAFTERS @ 2'-0"O,C, MAX, w/ (3) 10d COMMON TOENAILS TO RIDE BEAM ... -'--. ....... X ---~WOOD .e; "" TRUSS X I /" l --, y -- - y / 2X4 CONT, AT} ~ T&BCHORD ~ A-A ALTERNATE BLOCKING ,DETAIL @ INTERIOR BEARING I REV, 8/3/04 x ~ ~ '-WOOD 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, 9 SCALE: 3/4"-1'-0" 'S-3 SCALE: 3/4"=1',0" - SEE r--- ~ PLANI Aft? ~ ROOF SHEATHING -PROVIDE 2X4 MIN, BLOCKING AT ~ OF HIP/RIDGE, TYP,BETWEEN TRUSSES W/ (2) 120 NAILS EACH END TO TRUSS TOP CHORD 2X4 BLOCKING- BETWEEN TRUSSES TYP, SECT. A-A '~ ~A ~<f< A~ TRUSS , ~ \~ ~ ~ HIP / ~'~,GT G,T, ADD 2X4 ALONGSID: TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) JACK TRUSSES (2) 120 NAILS- AT 12" O,C, MAX - I 2B , S-3 HIP/RIDGE BLOCKING DETAIL 'REV, 7/18/03 3/4"=1',0" - - ~ - 7/16" O,S,B, EA, SIDE 2X BLK'G, TO O,S,B, W/ 2 ,8d EA, END ~ ~ ~ -uv- EDGE VIEW r- WHEN REQ'D RECESSED PRE-CAST LI NTEL 8" D BLOCK TIEBEAM_ W/ 1#5 REBAR U.N.O, 1 NOTE: MAY CUT BACK 2x8 P,T, @ TOP TO ALLOW CONT, 2x4 BLOCKING AROUND CURVE. MIN, 2 TAPCON ANCHORS TO 2x8 10'-11%" MAX WINDOW OR _ DOOR OPN'G (10\ DET. @ ARCH WINDOW FRAMING ~ CMU WALL 3-17-04 -I -I <l:: 3 ::J ~ U f- a ri o f- n.. ::J I I I I I I "'" "'l ",,-, ~.K;(2)16dT~~. ~ EACH END JE NAIL~:s ~ '--:.1 /16" OSB W/ 6d NAILS @ ~~ 16" O,C, TO SIDE & TOP NAILER ~ I I I I I I , 2x4 SPF CONTINUOUS BLOCKII\ ATTACHED TO 7/16" OSB W/ (2) 8d NAILS, SEE DETAIL ABOVE x8 P,T, W/ TAPCON HW4-23 (1/4"x2-3/4") @ 12" O,C, MAX I I I I 1 I I I I I I I I SCALE: N.T.S, PRE,ENGINEERED OVERLAP TRUSS BRACING WOOD TRUSSES \ -, AT LEAST ONE TRUSS \ SPACE 6" OVERLAP FASTEN TO 2x8 A w/ 16d @ 32" O,C, r.. '-./ ""1\ M //Ji ~llJ FASTEN TO 2x8 ~ w/ 16d @ 32" O,C, f:'4:J* INTERIOR ..."" ' .. 2 x 8 PT, W/ 1/2" EPOXY BOLTS OR A,B, AT T & B 32" O,C, MIN (4) BOLTS REF: POURED CELL __LI A tf",,-- EXTERIOR ~v-tt ---- CMU WALL \ I. " ~MINIMUM (2)16d PER JOINT\ r LMINIMUM 2"x4" SPF OR * SPACED AT 15',0" MAX SYP TRUSS BRACING ..."" GARAGE PLAN VIEW (i3\ FRAME ENTRY TO BLOCK DET. \.2.Y SCALE: 1/2" = 1'0" TRUSS BRACING OVERLAP ~ DETAIL (TYP.) S-3 SCALE: N.T,S, - - :8: ~ ~ - J\,- ~ EDGE viEW 7/16" O,S,B, EA, SI DE 2X BLK'G, TO O,S,B, W / 2 - 8d EA, END SEE 6/S- FOR CONN. (3) 16d \ COMMON , NAILS(TYP) ~ ""----HEADER PER LOCATION ---...,,/ ~/ ~ ; / ~~j//~ ~~~v ~{7#' ~ ~ </(~7 116" OSB WI 6d NAILS@ -" ~ ~ 16" O.C. TO SIDE & TOP NAILER ~ Ai 2x WI (2) 16d TOE NAILS , 'f EACH END TYP. i\ 2x4 SPF CONTINUOUS BLOCKING ATTACHED TO 7/16" OSB WI (2) 8d NAILS. SEE DETAIL ABOVE 7'-0" MAX WINDOW OR DOOR OPN'G , 11 \ DET. @ ARCH WINDOW FRAMING , S-3 I FRAME WALL -- 3-17-04 SCALE: 1/2" = 1'-0" - W lJ..~~ 'O~O LU lJ..lJ.. f- W ,- <l::o~z lJJ ~-O::J ><~~O () O::JlJ..U I- ~ozu Q..."",w<l:: O D.."",~,- <l::O<l::Q Z WO::f-z ~lJ..w lJJ <l::z~O fn OW<:(O \oJ LU~(f)O <r: f-~ZZ I- gLUQ<l:: O o-~(f)W <l::Z~ o ~(f)W<l::z LL <.:lZ~ttQ lJJ ~QOof- o(f)~f-() 0::: o~O~::J <r: lJ.."",~UQ... 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(f) ~ ~ !: <.:lZw <t<D~ CI) zO ~N<D S"0f=8 o~~ z ffizcJu LU~~ii 0 W~IT:<.:l II~. i= ~(f)-Z f-f-...lLU ;:) <.:l~~o ~lJ..L1.Q.. ..J zWn..-I 00.. 0 WO(f)S(f)lJ..z~~ CI) WZ(f)OJzoo C Z I::JZwQ::Jf=zcr: f- 0 ::s I (f) <:( ~ ~:) <.:JCI)- lJ..ZQ...f-;>LLlOoa:l O<l:: IW(f)D..cr:' LIJ f-LU-II-~O-la:l"'" 0 (f)<.:l<l::- <t...l Wo~3C'1Z~...:LU <( OJw::J O<l::::J....c( W-IG~~Of-...lJ: 0 ~03::J~I~~~~ ~ ~""'I-<.:l~OO::: 0 2 ~ tn 8 ~ en tnDD Li m a C'I N Z ~ Q ...: O? ~ f- r-- N E ~~~ -:.. ~ o W:\ 0 (/) N ;g lJ.. _ ~ I - C'I Ii) <i.~ N OJaNZ 0 ~~ ~ W 0 -5 CC'I' -Iw (0 CO-l<;t<tl- O"'lJ..ri~<l::ri ~ OO::Ju , co' ~ f- - c.o (f)~oU~..-1 W a. <;t ::J f- m f- rio ~~'<l:: Ii) a.I I- LU 0 0 m<tn..(f)UZ 0 0 UJ W I- - 0 :J Ul '\j' t"- Z .... 0 . t"- O .... - > I N . Ul ..J D' 1Jl - [I] 0 I > UJ D' - w UJ 0 [Y] ~ [Y] t"- ~ 0 I n. I ..J [Y] I U1 u.. .... l- e:( 00 ~ U1 I f- w [l .... ~ I e:( . I- Z 0 0 UJ 0 Z L., c..:l Z CIi~S2 0 Wf-(/')W:J oz(/')::::!<t O-I> ~~!:::s:(/') <tNWo::~ c..:l"":;:Oo ~o::OOO s:trw:::JU C2o~L5~ o:Jo::(/')~ ~;:;:too:: ~~<t~B Ii) 0 C"J (J) :::;- L!) Z u........ o f- C'I <l::Q... C\J (J) ri 0 ~ c.o........ > <;t <:( W ri 0 '~ 0:: ~ ~ C\J W-J 00 ~ (f) O-J lJJ 0 0 ~ ~~ () >-lJ..Z --I ZI-O 0 - <l::z- --I I- ZW~ -(f)> I o::~ 0 Ozo C\J - tso<l:: :c Z ::Juo LO <.9W OZ~ oWo Zr- I- ~~-I I $ Q...-lJ.. I'-- I W~-I wC/) ~3<l:: LUW~ ~ W a OJIf- w 0 (Y') f-f-6J - Of-U ~ - ~-JO 0::: Z::J , > >-0Q... LO ~ <( 0 >- <l::I~ r- ~!:::O z$ N 0... z:3U ~ ::s~w (f) 0 w~ :5 n..zo (f)ZI >- W 0... () -<l::(f) ~~::J 0::: 0::: SHEET NO, Q... ~ 0 () 8-3 0 U W r- 2: C\J 0 OF I Z (f) CO 25 ::J C'I llJ a r- 0 > LAST PLOT DATE N @ 0 March 02,2005 Z --I DETAILS - ALTERNATIVE WHEN TRUSSES RUN PERPENDICULAR TO WALL (2) 16d NAI LS EACH END r BOTTOM OF TOP CHORD $- USP SUH24 EA EN D 2x4 @ 16" O,C, (4) - 12d NAILS TYP U,N,O. BOTTOM OF r BOTTOM CHORD $- 2x AT EACH TRUSS -r SEE HEV eft- DOUBLE 2X TOP PLATE CORNER USP LSTA12 w/l0-l0d NAILS B B A A SEE A\.. _____ tltV V . ---------- (2) 2x4 SPF CONST GRA E 2x4 SPF CONST GRADE @ 16" O,C, ----;.t-- ~ USP SPT22 & SPT24 EA (2) 6d NAI LS T&B @ 16" O,C, PLAN VIEW A-A (2) 2x4 HEAD OR SILL MIN (2) 2x4 SPF VERTICAL STU DS USP JUS24,2 .. . ........ . "..'" . ~" .... .. ~.. .... .. .. ' . ......... . "... . .,.... . .,.. . ...., . .... ".. . ... .,. .. ... ... .. ... ... ..... .... 'f' .," .. o('.~ .. ." .. ,. . "..", ,.... . ....' ........' ".. ... . '....... . .,., .:" .. y'" .: " """ , .,.. . .,.... . .. ~.... ",,' .'d ... ,., '...... . ....., ...~ .. ., Y" ..~ .. ..,...... 2x4 P.T. CONT. w/ 1/2" DIA A,B. @ 48" O,C, & EA E D. PLAN VIEW B-B SEE FOUNDATION PLAN FOR FTG REQUIREMENTS SECTION AT BUTT-JOINT GLASS WINDOW FRAME CONNECTION NO. 14 FLAT HD WOOD SCREWS @ 3" FROM EA END & 14" O,C, (3 SIDES) MIN, 11/2" EMBED\i1ENT SCALE: 1/2" = 1'-0" MASONRY CONNECTION 3/16" TAPCONggl 3" FROM EA END & 14" O,C, (3 SIDES) MIN, 11/2" EMBEDMENT TYPICAL FRAME: 0,187" xl, 75 x 1,125 THICKNESS = 0.062" w/ EPDM RUBBER WEDGE " " " " " " " " ~ ~ ~ , , SQUARE JOINT PLAN I I, 1 I 1 SEE FLOOR PLAN MITRED JOINT NOTES: 1, ALUMINUM ALLOY 6063-T5 2, GLAZING TO MEET ASTM E1300 3, DESIGNED FOR AREA = 10 TO 100 S,F, (INT, ZON MAX HEIGHT 70" (t= 1/2") 60" (t= 1/2") 50" (t= 1/2") 40" (t= 3/8") SEE PLAN FOR SPECIAL REQUIREMENTS ~~c, TEMPERED ELEVATION BUTT-JOINT GLASS WINDOW DETAIL v = 120 MPH FBC 2001 SCALE: 1/2" = 1'-0" REV, 9-4-03 AS , . ~, ' l ], . . . . , , " ' lOd @ 8" O,C, STAGGERED EACH MEMBER (TYP.) TUD r CRIPPLE STUDS @ 16" O,C, BElWEEN HEADER & TOP PLATE WHEN APPLICABLE - W/ 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 PLA,"J BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT (2) FULL,LEI\GTH 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) lad TOENAILS OR (2) 16d ENDNAILS EA, STUD NOTE: SEE PLAN DETAILS FOR CONNECTIONS THAT MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES SCALE: N.T.S. TYP, FRAMING (1) EXTERIOR DOOR OPENING CRIPPLE STUDS @ 16" O,C, BETWEEN HEADER & TOP PLATE WHEN APPLICABLE _ W/ 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 , . ~, ' l ], , . , . , , " ' (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 OPENINGS 6',0" TO 12'-0" WIDE lOd @ 8" O.C, STAGGERED EACH MEMBER (TYP.) FRAMII\G AROUND OPENINGS SHALL BE No,2 OR BETTER SYP - USP MP34 EACH END, TYP. - DBL, 2x4 SILLS FOR WINDOWS CRIPPLE STUDS @ 16" O.C, W/ USP SPT22 AI\D USP SPT24 EACH STUD (2) lad TOENAILS OR (2) 16d ENDNAILS EA, STUD NOTE: SEE PLAN DETAILS FOR CONNECTIONS THAT MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES TYP, FRAMING (1) WINDOW OPENING SCALE: N.T.S. 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Cl.. 0:: () 0 0 S-5 () w ~ I- C\J 0 OF I Z (/) 00 25 :::l (Y) W 0 0 I- C"J > LAST PLOT DATE @ 0 March 02, 2005 Z --.J DETAILS - 1/2" x 6" A307 A.B, OR ~ 5/8" x 7" SIMPSON TITEN HD (/THREADED ANCHO R WI 5" MIN, EMBEDMENT W/2" WASHER @ 32" O,C, MIN, 6" FROM E~D WIP,T, ~ #2 SYP BASE PLATE 'VI;. , 6. ' 6. e,. ... ",.,. ~ "';J,,~ ~--;~-:~:-~:~~'t.~! ~'J"::~'I-:-~"-''"''-1=-=f-'-~'"'' N J~' --~ J ~ , ',. tl., , "~... \: . ., . ... ,.. " ,,: \' . 0, .,.0.. , , 16" '\ W/2500 PSI CONC, 'I W/2 #5 DIA, RODS MIN, LAP 25" (ACI 318) ___ INTERIOR BEARINGsEE FOUNDATION PLAN 114.nw/UPLIFT , 8-6 2 ROWS 8d @ 6" O'C_\ /;(2) SYP#2 TOP PLATE 8d NAILS @ 6" O.C~ ROOF OR TO BLOCKING \ FLOOR SHEATHING ~I I I I I I /:~ X (2) 12d NAILS~ [7 .. TO BLOCK71NG 1/ USP- V TRUSSES SUH24 ~ I~ IX ----- 2X4 BLOCKI~ - - :;8 S~R~C~U~;L SHEATHING AT EA, ROOF ____ -- (MIN, 7/16"). NAIL w/l0d @ PANEL JOINT AT USP SPT24~ I ...........-3" O,C, EDGES STAGGERED 48" O,C. MAX @ EACH STUD V & 6" O,C, INTERIOR - EXTEND TO ROOF SHEATHING 2x4 SPF STUDS-------...- 1/2"x 12" A,BOLT 6" FROM ENDS " THEN 32" O,C, ,OR 5/8" w/8 1/2" @160'C'V:EMBEDWEDGEBOLT6"FROMENDS USP SPT22 ____ THEN 32" O,C, W/#3 PT SYP @ EACH STUD :;j BASE PLATE , 41 . "" . 41 . 4 . "" . ~~l', ~...~.t..~..~.t......~.t.'.""-,~,:"'~\' ::~.:. SEE PLAN FOR DIM, I)..: ....~...rl.. =3 ~" . ~'~,.~" . .-Q . ,".-Q . ~'l . ~\l . , , .. I..... _~.... -.:...... -.:...... _,"_.I,. _a. Z ~.. "" ,.a. 4 '," 4 't. "" "..d ',. A -,. ~ _~' '6.. toO. "'.O~,. J," ,~ .. . .. j .. j .. j .. 4"1 16" l;~ SEE FND, PLAN ,. r FOR FOOTING SPECS. INTERIOR SHEARWALL @ TRUSSES ~ 18 ,STEP-DOWN. WALIL TO TRUSS , 8-6 I ~O SCALE REV, 9/30103 AS SHEAR CAP, 500#/LlN, FT, LSTA12 EACH SIDE @ EACH END OF WALL - ~~~II SEE ELEY. pqE,EI'.GI'<EEqED WOOD TRUSSES@24"O/C ~PLlFT CO"''JECTOq (SEE SCHEDULE) / r DOUBLE 2"x4" TOP PLATE J / 2"x4" S:UDS @ 16" O/C ""PSO'se2.EA."",~Ir~~~ 02:0,"" APA RATED STqUCruqAL SHEATHI...G'/ ~ MIN 7/16" FASn!'.ED TO TRUSSES WI f:. 8d COMMON W:RE ...AILS @ 4' O/C BO~NDAqIES 6" O/C EDGES & 8" O/C F:ELD _, S,MPSOr; S?l @ EA. STV) ...1 ~ 2"x P.T. PLAT~% ~ ~ MAIl'. SPA'J qOOF ~Ri.JSS 1/2" X 8' "J" BOLT @ 24. O/C MAX 8"X8"X16" K.O. BLOCK WI 1 #5 CON;../, A'<D FiLLED WI 2500 PSI CONCqETE I 1 #5 VERT. IN CONC. FILLED CELL.-J '" WI STD. 90 HOOK iN K,O. BLOCK UPLIFT CONNECTOR (SEE SCHEDULE) - I 4 \ 5-6 ,KNEE WALL ABOVE MASONRY WALL DETAIL SCALE: N,T,S, - - )- TYVEK I /j/!TAR PAPER WRAPPED 6" V UP EXTERIOR FRAME WALL AND SEALED BY TYVEK INSTALLER DECO Flr-.ISH WI V STOP VULKEM CAULKED TO ~TERMITE SHIELD '/ _____TERMITE SHIELD ~:'.::>.:,> ,',:-, :,';;':;:-,:: ;:~;;;;- .,.~.~- .~:..~.., ,,,~.,,., ',~.,. ,'. " '.. /-- ~~,. -/' ,',:. '"~,. '~.<-~", ., '~,'(' ," .~ " ... ,~, ~ 't, ~ { , ~.. ...,,', ,,' ~,. I, ,,;' ,._,." :,' ",. .I ... '.... ...; 'l: .,,.,'..._;.f. ".,,~,; 'l: ... ,. " ,.,:.., ,. " ,..""" , ....." TOP SPLICE DOUBLE 10d ~<1', 1t/~ 2"x TOP PLATE jr;8. L1/4" MIN. SPACE "" . ~ " ' ~., I'-.~ . ~ 2 ROWS 10d @ 6" O/C ---1;L- ~,.- ____- 2"x STUD @ ...-- 24" O,C, MAX, .,/' .-/ '\ 2"x P,T, PLATE~k, J I\OTE: PLATE LENGTHS MUST BE AT LEAST 8',0" LOI\G, TYPICAL \-BOTTOM SPLICE OVER STUD I .-/ _ EXT. FRAME WALL ~ 20\TERMITE DETAIL \ 5-6 I N.T,S TYPICAL INTERIOR Nj}N- .RINjI r SCALE: N,T,S, KtV. l-.j-U.j f\::> --- / ~ 5\TOP PLATE SPLICE DETAIL , 8_~SCALE: N,T,S, - --- ~ 3 , 8-6 - 2, S.P,F. CONST, GRADE TOP PLATE SPLICE MIN 48" APART, ~ ~ I., - -;;; I;:~~':~ -;;- T -II' II 1I11~' ~~ II 1I111~ III II .JIL. OPEN,'JG III k::- III @-....., III II ~;;::ir ~"'llf II 111---,,-111 II II III II III II '6 dl = !6 =", III II II III II FLOOR SYSTEM II IL...Jl 1I1-....Il. '- 2x8 P,T, S LL PLATE ~ (2 STORY O~LY) ~/8" "5" = NAIL 3/8" 1 SPACING ~a: 3/4" 1: '~~I 5 1/2" / ~S r+- ~ '/\, + -I: r-- 1/~"1 I JO'-.--k--.-o _.1 I ~ -.-+-cr-,L_~ SINGLE NAIL EDGE SPACING DOUBLE NAIL EDtE ;JA'Ct~ :: ~: --:~:: II II II II II II II II II II II II II II II II II II II II o NAIL AT BASE 2 ROWS @ 4" O,C, W/8d 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 Q) NAIL INT, AT 6" O,C, W/8d COMMON NAIL II II CD STAGGER ALL VERT, JOINTS & NAIL @ 4" O,C, II.JL W/8d COMMON NAIL ~ CD NO SPLICE @ HEADER - NAIL SHEATHING TO HEADER W/8d COMMON NAIL@ 4" ole 2x4 P,T, BASE PLATE I 7 \ 8-6 \ WALL SHEATHING INSTALL. & NAILING SCHED. J NO SCALE REV. 02-11-04 MD - PROVIDE BLOCKING @ / BEARING TYP, SEE 9/S-3 ______ _______p--- TRUSS/JOIST/RAFTER ~ :~SEEPLAN ~ 2, 2"x4" TOP PLATE :23 CONST, GRADE SPF ~ SPLICE MIN, OF 24" APART . -----SiMPSON SP 2 W/6-10d TO STUD & TO TOP PLATE 2" X 4" SPF STUDS @ 16" O,C, WISIMPSON SP 1 & 2 EACH STUD SIMPSON SP 1 WI 6-10d TO STUD & 4-10d TO BASE PLATE 12 PRE-ENG, WD TRUSSES @ 24" O,C, : 15 INSULATION BAFFLE BATT OR BLOWN INSULATION MIN, R-19 ~I: ~~ TRUSS ANCHOR (SEE PLAN) FIBERGLASS SHINGLE ( / / ROOFING FELT ~1;1;1;1;"""""" n.. ~ ~ ~ II' SEE ROOFING SCHEDULE I, ". .,,"',. . _~Z"-..-.. 1/2" CEILING 'BOARJ j ~ -~ MET~L DRI~ EDGE - USP SPT24 AT TOP ....... '- AND USP SPT22 AT BOTTOM ~ ""'- '""'-2" X SUBFASCIA 1/2" DRYWALL ~ I ~ CONT, VENTED ALUM SOFFIT OPTION: O,H, ~(2)-2" X 12" SYP BM, OR WIF85 MAXIMUM OF (3) 2 X 4 PLATES MAY BE IsEE ELEV (UNLESS OTHERWISE NOTED- SEE PLAN) ADDED BELOW THE HEADER WI EACH 'NAIL @ 6" O,C, PLY ATTACHED WI (2) ROWS OF 16d W/2-2" X 4" SPF TOP PLATES NAILS AT 8" O,C, MI~, SPLICE 48" W/12d @ 6" 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 7/8" THICK PER ASTM C-926-98A WINDOWS, 2" X 4" @ 16" O,C, (2) 2 x SILL W/2,12d EA, END WI APA RATED 1/2" DRYWAll ~ 7 STRUCTURAL SHEATHING (MIN. 7/16") NAIL 3" O,C, TOP & BOTTOM, 4" O,C, R,11 F,G. BATTS S-6 SIDES & 6" O,C, INTERIOR WOOD BASE ~~ P,T, 2" X 4" #2 SYP BASE PLATE ;\ v '~ w/1/2" X 8" A,B, OR 5/8"X7" CONC SLAB~" .....:8 L.lQ...} WEDGE BOLT, w/2" WASHER @ 6 X 610/10 W.w.M, -y " ~\2.:9l 32" O,C. MIN, 6" FROM END - /" GRADE 6 MIL VIS~UE~,~:loI'~,';.: :,';-..\! _~ _ .--lOY OF S_LAB -+- ~""""; ~'3:w: TREATED I "./';',./'; NOO 0 , ' "" ' ; .-I .....I <l:: C"Ii CLEAN FILL: "O;',':,~ wO:: I """ co0 , "'- SEE FOUNDATION PLAN , I I : I 2h ~ i\^^^^^^,,^^^^~^~ i. :~"-<. 1/2" CEILING ~OAR~~ l 3/4" P.T, NAILER ~ ./ 1/2" DRYWALl.: _ 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 AI\CHOR (SEE PLAN) FIBERGLASS SHINGLE ROOFING FELT APA RATED STRUCTURAL SHEATHING MIN 7/16" FASTENED TO TRUSSES PER ROOF NAILING SCHEDULE 12 MARBLE STOOL 1 X 2 P,T FURRING ~~~META~ DRIP-EDGE -- ~"'- ""'- 2" X SUBFASCIA A~ ""'- CONT, VENTED ALUM SOFFIT I ""'- 8" X 8" X 16" K,O, LINTEL BLOCK ~O.H, ..: WIl #5 DIA, REBAR & SEE ELEV, 3000 PSI CONCRETE PRECAST "U" LINTEL WI 1-#5 CONT, IN """l 3000 PSI CONC, @ OpNGS, 6',0" & OVER, ~PRECAST "U" LINTEL ALL OPENINGS _ UNDER 6',0", ~~ --- FILL CELL -1 #5 DIA, REBAR WI 3000 PSI CO~C, ALL LOCATIONS SHOWN ON FOUNDATION & FLOOR PLANS ALUM FRAMED WINDOW WI SCREEN R-4,2 FOIL If'NSUL ON EXT _______ BLOCK WALLS ... PRECAST CONC SILL 1 X 4 P.T, BASE NAILER A 8" X 8" X 16" CONC, BLOCK WOOD BASE CEMENTITIOUS DECORATIVE FINISH CONC SLAB ~ _ ~ FTG, DOWEL #5 DIA, REBAR SEE FOND, PLAN 7" IN FOOTING, EXTEND 25" (ACI 530) ~ ,,> ABOVE SLAB. ALL LOCATIONS 6 MIL VISQUEEN , . SHOWN ON FOUNDATION PLAN ; , . '/- GRADE :"'. ~."," " "... _ _ _ _ _ _ TOP _OF SLAB--.ffi TREATED : ' ,I''' " " " > '" , ': \..P CLEAN FILL I ~ ' ~ i ~ ,. .' ~;"1'r0:,j;,':'f?b:~':\ , ~ .J , ;,= 8',0" MAX, '. , -,;,; L-! · SEE FOUNDATION PLAN NO SCALE REV. 8/14/00 PJM UPLIFT VALUES - (DOUBLE SIDE CONNECTORS-DOUBLES VALUE BELOW) 1 (EACH CONNECTOR) EACH STUD - 535 LBS, PER TRUSS TYPICAL WALL SECTION ,F'XTERIOR FRA 8,12,03 REV, AS, SCALE: 1/2" = 1',0" (8 \.8-6 - REV. 6-9-04 MBL ,TYPICAL WALL SECTION CONCRETE BLOCK J SCALE: 1/2" = 1',0" --- ~ 9 , 8-6 - w Co) I- a z w ~ ~ a a LL w 0:: <( :J 0' (J) w ~ LL<l::O:: '00::0 w LLLL ~W"",I- O..:=Z ~-o:::) ><:(/')0::0 O~LLU o::ozU a.."",W<l:: a..":=~1- <I: 0 <l::o WO::I-z O::LLW <I: zO::o ow<l::O w~(/')o I-~ZZ o 0<1: :::)w-w OO::(/')~ (/') <I: Z , w(/')W<l::z 0z~8:Q ~QOo~ o(/')O::I-u or5Q~:J LL o::Ua.. w~woa.. 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I- ~ ~.~: i ~~ ;I <J) .. I;t ~81!') ~ ~ iJ)r--~w ..c tl.QC"Ii N U c('I'),-.Jw'" ~.....I~~I- ~ OLLCO:::)<l::.-I , (t:j~l-~tO (/)..:s::ou!:!::.-I W Q. <;t :::) I- O'l .-I 0 0:: 0:: . ~ I!')Q.II-WOO O'l<l:a..(/)UZ I!') o o C"Ii 0 0 \0 w f- - 0 :J U1 ~ t' Z ,.... 0 · t' 0 ,.... - > I l\1 . U1 ..J ID lfl - OJ 0 I > \0 ID - w M \0 0 a:: M t' ~ o I n. I ..J M I Ul u.. ,.... f- <( OJ ~ Ul 0. I r- W ,.... ~ ~ .r- z 0 0 \0 D ~ ~ u;~~ D Wf-UlW:J DZUl==<l: DO-:r:> z~t::~Ul <l:NWa:L;:; ~"~Oo ~a:ooo ~OwwU <l:u..:r:-'f- a:Df-<l:Z o:Ja:1751;:! Ul~WOa: IUlti:Z:::J f-_<l:<l:U I!') 0 C\l(f) ........ .-I .z u........ L!)o 1-('1') <l::a.. C\l(f) .-10 -rl> to........ <;t<l: .-10 W '~ a: i:':3~ N W-l 00 ~ (j) 0-1 w 0 0 0:: z<( Co) >-LLZ --.J Zl-O 0 <($ - <l::z- --.J I- zw~ I -(/')> o::~ oz- N - a WOO :c uu<I: Z :::) 0 L!) <DW ozCi: OWo Zl- I- 0::[::.....1 I S a..-LL. f'- :r: wO::.....I wCf) 0::3:<1: wwO:: ~ W '-' COIl- wO(Y) - 1-1-r5 Ol-U ~ - ~-I 0 0:: z:::) . > >-0 a.. L!) ~ <( 0 >- <l::IO:: I- ~t::o z$ N 0... z3:U ~ ::5O::W (j) a w~ ~ a..zo -l (/)ZI >- l.1J 0.. Co) -<l::(/') ~~:::) 0::: 0::: SHEET NO, a.. 0:: 0 U S-6 0 U w I- ~ N 0 OF I Z 00 (/) 25 :::) ('I') l.1J 0 I- 0 > LAST PLOT DATE C"Ii @ 0 March 02, 2005 Z --.J DETAILS - HEADER SUPPORT HEADER ANCHOR NO. OF JACKS & STUDS NAILED TO TOP PLATE~, REQ. AT OPENINGS HEADER & JACK 2 X 4 WALL 2 X 6 WALL HEADER SIZE NO, & SIZE OF & GRADE RAFTER TIES OPENING JACKS STU OS JACKS STU OS 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) 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 ,...-: /ySINGLE OR 2 PLY ~:: GIRDER TRUSS II II ~~v ./ USP LTS20B w/l0-16d 1\ TO GIRDER TRUSS ~~~: ~ I~ 2,,2x4 SPFTOP PLATE (UNLESS NOTED OTHERWISE ABOVE) #2 SOUTHERN YELLOW PINE WITH AN ALLOWABLE BENDING STRESS (Fb) PER NOS = 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 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 NAILlI\G 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 9' -16' (3) (3) (2) (3) ~ SEE SCHEDULE ~~. REFER T "'" 1&< ~'ROWS 12d NAILS STAGGERED@ 26/5-4 ~UR 27/5-4 ~ ~ t'-... 12" OIC EACH FACE OR 3-ROWS d ~~~k. '""'" 12d NAILS STAGGERED @ 12" OIC * WHEN STUD LENGTH IS LESS------- . . ~~, FOR 2"xl0" OR GREATER HEADER THAN 12" USE LSTA30 STRAPS ........ . . ~ ~ AT EACH STUD WRAPPED OVER ~~ TOP PLATE & NAILED TO HEADER "'-JP" EACH SIDE WI 11 - 10d NAILS l\. 1'\ DOUBLE 2 X 12 NO, 2 S.Y.P, I\...- HEADER WI 1/2" FLITCH PLATE OR WI85 JOIST HEADER, (U,N,O,) ----:,,- ,v (3) S,Y,P, 2x4 w/l0d @ 8" O,C, EACH WAY 16d NAILS @ --.... 16" OIC TYP, " -- - 5/8" ALL THREAD ROD WI SIMPSON SET EPOXY BOLTS WITH 4 1/2" EMBED TYP ( 81/2" EMBED WHERE STEP DOWN OCCURS) INSTALL PER MFG, SPECS, ~:: / -/' ~ P,T. #3 S,Y,P. 2x4 BASE PLATE -- HIGH UPLIFT FRAME WALL J 5E1\GIRDER/BEAM CONN. , } NO SCALE REV, 3/20103 MJB ./ UPLIFT CAP,: wi 2500 PSI CONC, = 1750# - GRAVITY CAP @ BUILT,UP COLUMN (3) 2x4 SYP @ 8'-0" HT,=5175# 1, PLYWOOD AND 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 4 Ff, @ I ~---------------------------------------~7 I ' I ' a> I CD " ,~ : "~r:;'\4 fT. I I / ~,' I 1 / / I 5 FT,r----4FT,-----------CV------------J ,/ : 5 FT,: 4 FT, (2) '-, CD :(2) ~ [- - - - - - - - -- ~- -- - -->~~ -~""'~ ,~i~)") FT :u'fFr~-<25-----/~-- ~ ~@-tl~ ,- ~ "-. DOUBLE 2"x4"-.. CRIPPLE STUD TYPICAL (U,N,O,) 1\ FILLING A~D BLOCKING AS ~ REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @16" OIC UNLESS NOTED OTHERWISE NOTES: ~~ TRUSSES MUST BE CAPABLE OF TRANSFERRING 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: V2"X4" STUDS TYP, V-USP HTT16 WI (18) 16d NAILS AND A 5/8" EXPANSION ANCHOR W/ 6" .: EMBEDMENT U,N,O, OR , 8 1/2" AT GARAGE STEP DOWN , ~P.T. BOT. PLATE I1i\WALL HEADER DETAIL \... J SCALE: N,T,S, - O,o~ IV/ ;v, HOLD DOWN CONNECTIONS G NOT REQUIRED @ BEARING WALLS WITHOUT UPFIFT REV. 10-28-03 AS, ROOF NAILING SCHEDULE: NAILING ZONES 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 @ T' O.C. ~'USP LSTA30 w/(11)-10d TO TOP PLATE AND (11)-10d TO STUD, MAY BE ANGLED UP TO 10 DEG, ~ ~ ~USP LSTA24 WI (18) -10d AT ~::--........ ~ 2'-0" O,C, MAXIMUM \.......... \ \ 2-2x4 SPF \ TOP PLATE 2,#2 SYP 2x12 OR WIF85 I--- HDR, UNLESS NOTED OTHERWISE (SEE PLAN) (3) S,P,F, 2x4 w/l0d @8" O,C, EA, SIDE (2) 10d nails @ 8" Q,C, , 4 '-0 "TO TRUSS TOP CHORD I + PLYWOOD i~ ~ SHEATHING i +~ ! TRUSS · /': :.!, ....~., ~..1'4'1 LINE OF ROOF I ~X4 ::SYI-''-''/ ::d 1 r'-..... ~+ ~ BEYOND I EACH TRUSS "./ ~ I ~+ + , CONNECTO~~) J- ..~~ :~ 2X FACIA SEE L1NTE~ ' " '\2 X 4,,~,9.F:!T~3) 10d SCHED, FRAMING @ NAILS 2'-0" O,C. TYP, USP RT3 EACH STU 0 L- 2X4 P,T. CONT, l..--^ _L.- WI 3/16" DIA, TAPCONS @ 16" O,C, WI MIN, 11/2" EMBEDMENT PRE,ENG, TRUSSES 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 ~ SEE ROOF PLAN FOR CONNECTION USP RT7 TO EACH TRUSS A: CEMENT COATED SINKERS B: BRIGHT COMMONS C: SPIRAL OR RING SHANK NAILS 0: CLIP HEAD GUN NAILS USP HTT16,~ ; w/18-16d NAIL~ ~~ l---~ I~ ~~ ;; C- .ke,...', "AC: ~ ',,;", '~'.;i''' ....rYl. 2 X 4 P,T~ l' ~.C!J dJ CONT ,,~ ~ PREC~ST .; ~~b. '" '~~ 7/16" O.S,B, " ,.,'~~ '- SHEATHING ..",,,,,,,..., , /' "" 2x8 @ 2x8 CONT, ~ f24\ "\. 2',0" O,C. TOP & BOTTOM SIM, \ 1;1 J S -- ~ ~ \ !( ) ( ) ( )( ) ( 1/ '< , G,C, VERIFY INTERIOR 'C-~ 1/2" GYP, BOARD OR 2x SToo; ~ EXTERIOR STRUCTURAL r ~ SHEATHING (MIN. 7/16") ~ VERIFY WI PLAN ~ W/ 1/2" ANCHOR BOLTS ~ 6" FROM Ef\<D OF EACH ~ SILL PLATE, ,..---.... SEE 6/ S,6 J 30\EXT. FRAME CORNER , J SCALE: 11/2" = 1'-0" EPOXY ANCHOR WI 81/2" EMBED, INSTALL PER MFG, SPECS, ____ ~Q, 2 P,T, 2x4 ~ BASE PLATE Af1d@3"Q'C,TYP, EXTERIOR STRUCTURAL r~HEATHING (MIN. 7/16") /' -- (26"'\ SECTION AT ROOF EXTENTION \... I ABOVE SG D N,T,S, REV, AS 4-6-04 - ~ 19 ,SECTION DETAIL @ ENTRY , N,T,S, J , ..- 6 \HEADER OPENING ) NO SCALE ./ UPLIFT CAP, AT HEADER - - REV. 1-27,04 AS 1 STRAP EA, END, 1255# ~ - CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE ~ 2 2 X 4 P.T, I I STUD ANCHORING: r--..... :1 I STUD TO TOP PLATE: I J-.... USP SPT4 W/ (6) 10d X 11/2 OR : USP SPT24 WI (6) 10d : WI 6 -10d X 11/2 : I 2 X 4 SPF I Vf I AT 16" O,C, /l(11 STUD TO BOT PLATE: I USP SPT4 OR SPT22 "- I WI 6 -10d X 11/2 ,,~: ~~,i1.< ~ 1/2" X 8" VI.; A:\CHOR BOLT - " - @ 24" O,C, I- I- - I- I- I- .......--.J.I1 .....----7/16" O,S,B, SHEATHING ""~ W/8d NAILS @ 6" O,C, :;1c ~ EDGES & 12" O,C, INTERMEDIATE I- I _------ I- I- f- I _ -2X P,T, @ 2',0" O.C, MAX I- I - I\OTCHED T&B @ LEDGER I- I - TOE NAIL TO LEDGER := I = WI (2) 8d NAILS I- I - ~ ~l1-~ >< SEE TRUSs-/" I- PLAN , CMU WALL SEE PLAN 7/16" OSB W/8d COMMONS @ 6" ON EDGES & 12" IN -"-... FIELD .............. 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I L W ... r ~ ~ Z J- o D UJ . o a ~ u;~(,,2 0 WI-CI)W::J 02 C1):::! < oO-:r:> z::!=t::3C1) <C\iWo:::;;:; ""~Oo ~O:::ooO 30wWU <ll..:r:-'f- O::OI-<Z O::Jo::U;~ C1)~Woo::: ICI)C:Z::J I-_<<U lI'J C\l(f) 0 ....... .-I L!)Z 0....... I-M 0 <t:CL C\l(f) .-10 ~> c.o....... <;t<t: .-10 W '~ 0::: 82: C\I w--.J 00 2: (J) O--.J lJJ 0 0 ~~ () >-EEz .....J Zl-O 0 - <t:z- ---I I- zw~ I -(j)> o::~ oz- C\I - 0 WOO :c oo<t: Z ~ 0 LO <Dw OZa:: oWo Z...... I- O::~.....J I $ CL-ll... l"- I wO:::.....J WC/) 0:::3<t: wwO:: ~ lJJ ~ ClJII- wO(V) - 1-1-6J ~ - 01-0 ~ --.J 0 0::: z ~ . > >-OCL LO ~<( 0 >- <t:IO:: ~ 2:t:::0 z$ N 0... 30 ~o::w ~ (J) 0 w2: :5 CLZO C/)ZI >- W Q.. () -<t:C/) ~2:~ 0:: 0:: SHEET NO, CL 0:: () 0 0 8-7 0 w ~ C\I 2: 0 OF I Z 00 25 (j) ~ M W 0 ~ 0 > LAST PLOT DATE N @ 0 March 02, 2005 Z DET AILS ---I - ... TIE-BEAM FILLED CELL WI #5 VERTICAL . (5) 1/2" DIA, x 8" "J" BOLTS PRECAST LINTEL 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 RESPONSIBILlT OF WINDOW MANUFACTURER, 2X BUCK DETAIL SCALE: N.T,S, 1/2" X 8" A,B, ,,~ W/2" WASHERS SET IN TYP, 0 FILLED CELL MIN, 5 PER 0 JAMB. ~ L SECTIONAL ..., @- OVERHEAD 0 DOOR 7 P,T, # ~ SYP 2" X 6" ..., OVERHEAD -r SECTIONAL ..., DOOR TRACK W~ 3{8" X 11/2" @- S EE LAG GARAGE SLAB BOL T W~ -r WASHE ,MIN, 6 PER TRACK ..., TO JAMB. @' ~ 00 WALL AROUND GLASS BLOCK- THIS IS NOT A FRAME EXPANSION STRIP ~CHA~NEL PANEL ANCHOR ATTACH W/(2) 1/4"x2 1/4" TAPCON SCREWS WjWASHERS @ BEND~EA, HORIZ, REINF, HORIZ, REINFORCING INSTALLED PER MAI\F, INSTRUCTIONS MORTAR JOINT HOLLOW GLASS BLOCK GLASS BLK. PANELS SHALL HAVE REINF, IN THE HORIZONTAL MORTAR JOINTS, EXTENDING FROM END TO END OF MORTAR JOINTS, BUT NOT ACROSS EXPANSION JOINTS, WITH ANY UNAVOIDABLE JOINTS SPLICED BY LAPPING THE REINF, NOT LESS THAN 6", THE REINF, SHALL BE SPACED NOT MORE THAN 2' APART VERT, FOR 37/8" BLK, & 16" APART VERTICALLY FOR 3 1/8" BLK, IN ADDITION REINFORCEMENTS SHALL BE PLACED IN THE JOINT IMMEDIATELY BELOW & ABOVE ANY OPENINGS WITHIN A PANEL, THE REIr\F, SHALL CONSIST OF TWO PARALLEL LONGITUDINAL, GALVANIZED STELL WIRES, 9 GA. OR LARGER, SPACED 2" APART AND HAVING WELDED THERETO 14 GA, OR HEAVIER CROSS WIRES AT INTERVALS NOT EXCEEDING 8", OR THE EQUIVALENT APPROVED BY THE BUILDING OFFICIAL, GLASS BLOCK DETAIL SCALE: N,T,S w () I- o Z w e" <:( I- o o LL W 0::: <:( ::) a if) w :2: Li...<(0:: '00::0 W Li...Li... ~1!5:2:~ :2:-0:::) ><U')o::o 05Li...U O::OZU o..-.:::w<( o..""'~1- <(0<(0 wO::l-z O::Li...w <(zo::o OW<(O w~U)o I-~ZZ o 0<( :::)w-w OO::U):2: U)<(z , wU')wO?z ~Z~Li...Q ~Qoo~ oU') 0:: I-u o~Q~::J Li...-.:::o::uo.. w""'wOo.. 0::01-05<( <(....Jz ....J :::)....J-.O::::;J OU)<(U)o:::;; 0:: ....J ,;> ....Jw::;Jo>- ....J>~zO:: <(0;><(0 (/) Q,)Q)....J ~1a~ Q,)._ 0 Q,)Uin ~ ~ ~ I (/)0 ~cag: Q,)c8 - 'OJ) IT: ca.- - ...(/)~ oQ)w e"CU w ~ 0 I Z co I-.U) 3 ~ z ~zw <((g~ U')~Qo O::('Ijf.O en . 01-0 o~~ Z ffiz(Su w~~Li 0 l,LJ~IT:~ II~. i= ~U)-Z I-I-..JLLI :J ~ 0:: U 0 0:: Li... U. 0.. ...J zW~....J 00.. 0 woU')sU')Li...z~~ CI) WZU')CCZOQ .0 Z I:::)zwQ::Jl-zo:: CJ ~0:)I~<(6~:;) oZo..l->wo..OlXl u; <( I W U') 0:: . 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"-' > LAST PLOT DATE @ 0 March 02, 2005 Z DETAILS ....J - \ 4"r- ...~ 14" TYP, ,..t 1 Xo 14" TVP, t-f- 14"~ ~ 4"'r- r ~ ... ,.. f~ · \ L ,.. ~ "" ... j: ~'"f 14" ~ 30" 14" IV?' &-l-f Lf-: -!A' Descriptioo Single Single Single Single Single DOOR LABEL PRODUCT ACCEPTANCE NUMBER - DSI-222 FINAL ANCHOR1N9 OF ^ WOOD FRAME UP TO 5 '4 X 6.'8 SINGLE INSWING UNIT W/WO S/DELCTES PRODUCT ACCEPTANCe No.: D5/222 tT -j rS" f {; ~@) <b , ""-, D' \i) (f)- 6"1 r- rJj- 30" .-!A ' - l:1 "l:: -<J) :::;@ -(f) (j)- (it-.. 5 1/2"/ t r'E' 30" - : (j) -. Xo 'B t... -0 (f)- ... - :::@ ':A,L r-~ cp (f)J- - w. .;at U/.:j t- .. SCREW 3 # 10 x 5/8" Pl:IU.U?S FV.T HCIoO 4 #10 x 1 3 4" /'VIT HG>D s #10 x 2" FV.T HCNJ 7 # 10 x 3" PHlt.LJPS FV. T RUD 2" TVP, l -- , 2" TVP, --c .........4 1(2' 41/':--C f-- I I 1--:11 ~cb ) tv ~'D' ,~ I (f) <1 ~' cv- l-CV (iL 'Bt..". ( 'B'- " I : 51/2" L I CV_ rev !-'c' I-CV 'C'- (j) ~ (7) (i> . it (t~ --l 1--4 .1."t4 1/':".,J l- -'A' I "'" 9 7/6" ~~-r.:&., j r.Jr ~ rr. @" -.:...::.. ~ "IT HlNCE DETAIL lQtt: IWiO/ SIOt1J1't IS MT1QfCD TO HI/<<. .J.A>>& A, I@, scm lMT at lJU'l) ~ OF ,. t:$) SCM;rIf N40 A 'Q) SCM:ff PVt 5alfW SCHt1ME. , 'E'" ~ ~ SEE' l.CCJ( IoIFC. t ., LNSTRVC11ON$'" ~ . , "E" LArcH DETAIL ~ l'lfiEN SIOO.JT( IS "7TACHm TO LATCH .w"e lJ$C #8 x 1 3 / 4 " PHll.J..JI'S fU.r HEAD SCRtWS IN SlRiKE PU~ NI/J 1(4) samw 1NPt.ACf: OF 'Q) fflOI.t Sdl'€w SCHEDUu:. ~~~ ~~ ~, sJr;; ~~. "- Uh'E v~, seE LIXK~ ~ACT\J}l(lIS INS'I1l1.JCT1<l r'E' c-, ..~ ~SWlIYG 'l'HR[!;HOIJ) ~\1 IN,~ THRfSHOtJ:) . (~) cr ~ ~ER-FRE:E Thrulo4ld Size: up to 5'4 x 6'8 Product Acceptance No: D51-222 ~8 (wood jamb) Conf\&llUtion; 2'0 2'4 2'6 +110 .80 +80 -80 +80 -80 x. OXQ, XO, ox 2'l1. J'(j +W,8U +.~o -80 ..w .{,O +<',,(J, .Q() .SO /;,7 +5(}-{>U +50.4) "SO-6!) Single Opaque W/Siojelites Sinalc OJo;.,1'd WlSiddites (Door do<< not m<<t MissU~ lsnpact) T~. 210-1981,210-2024 .is .80 ~.n ~-71 Wg. ~': Nan Va Pl~cs 1 PlastOXO Li\'i.ng~lon. NJ ()7(}39 NAN YA PLASTICS CORPORATION I PLASTPRO, L'\'C, DISTINCTION FIBERGLASS DOOR PRODUCT APPROVAL TEST RESULTS INSWlNG: Opaque and Glazed Max Door Size: 5'4" x 6' 8" DESIGN PRESSURES OPAQUE Door Size lrcss!!fe! 2'0" x 6'8" -+80 -80 2'4" x 6'8" +SO -SO 2'6" x 6'8" +SO -80 2'8" x 6'8" +80 -80 3'0" x 6'8" +80 -80 DrawiDe # 99-01 99-01 99-01 99-01 99-01 DescriotioD Single Single Single Single Single Single w/sl 2'8".x 6'S" +60 -60 Single w/sl 3'0" x 6'8" +60 -60 99-01 99-01 Single w/s] Single w/sl Configuration: X, OXO, XO, OX Test ASTM E.330-90 AAMA 1302, S ASTM E283-9l ASTM E33 1-96 TESTS ~rllldoll Uniform Static Air Pressure Forced Entry T..1 Locatloll National Cerofie<! Testing Lab Orlando, F1arida National Certified Testing Lab Orlando, Florida National Certified Testing ub Orlando, Florida National Certified Testing Lab Orlando. Florida Test Da te 11103/1997 04/01/1998 11103/1997 04/0111998 11!0~11997 04/01/J998 111031\997 04J9111998 Air Infilil'atioo Water Penetration Product AcceptanCi)lLabel No: DSI.222 GLAZED Door Size Pressures 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 Drawinll # 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 Certll)'lng F\()rld. En&lneer Tnt RellOrt 1# and Lltense Number 210-1987-J.S~~ Barry Portnoy 210-2024- '1'.1'," p, E, No, 16258 2l0-198HZ.},I( Barry Portnoy 210-2\124-1(, r, ~ p, E, No, 16258 210-1987,1. !.J,Y Barry Portnoy 210-2024--'i':~ p, E, No, 16258 210-1987-1,2,1'1 DarryPortnoy if *;;~L"P; N~~:; f IMY; Y 11<. Description Double Double Double Double Double DOOR LABEL PRODUCT ACCEPTANCE NUMBER - DDI-224 FINAL ANCHORING OF A WOOD F'RAM[ UP TO 6 '0 x 5 B DOUBLE IN$WING UNIT PRODUCT ACCEPTANCE No, 001224 4" TVP. I rf-I,~ 14" TVP, t-~ 14" TVP. tf- 14" TVP, ~~ 14' TVP. t-f-I f e"l - '- r e" f 'DCV' I 6" ---1 I ~ I i: }::@ (j) / "-#B' -cD ~' &1M CD- ~ 30" TVP, ~~t 30" TVP, -CD I =@ r- s 1/2:" ~ r--r -0 'Bt- -0 -0 L '&-'-1: ~ -~ ,~A' -p .JL -I I 1- -I -\ -(i) @= 0-1 I (])- (f) (~ kv 1JJ= 0, r -10~- . 1/'- · 112.:J Jt-l./r t 4 1/2.J L 14" TIP, S~~... SCka>JU: 3 10 < 5/S" Pti/WPS ruT Ho.o 4 10 x 1 3/4" PH/WPS n"-T HOD 5 10 < 2" P'IIWPS rur HOD 7 10 < 3" mwps FL-< r HOD 7 t @ ""- 9 7 /S" ~riroJ 3 -..:jL) :o....>-...J:; T -8' HINGE DETAiL ~ -" ~~~, ~~~~~ " >U LXI( ___ fJ ~ ~\fAC~ '-.:>0.,. ~ ~ -D'. ASTJUCAL PLATE NAN YA F'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" )(6'8" +64 -70 5'0" x 6'8" <<i0 -66 5'4" x 6'8" +56 -61 6'0" x 6'8" +50 -55 Drawina If 99-08 99-08 99-08 99-08 99.08 Description Double Double Double Double Double Configuration: XX Test ASTM 8-330.90 AAMA 1302,S ASTM E283 -91 ASTM E331-96 TESTS DeserlDtlon Uniform Static Air Presrure Forced En try Test LocatWn National Certified T~ing Lab Ol'lando. Florida National Certified Testing Lab Orlando, Florida National Certified Testing ub Orlando. Florida National Certified Testing Lab Orlando. Florida TelIll)ate 10/0311997 0410 l/ 1998 10/0311997 04/0 \/199S 1010311997 04J0111998 10J03Jl997 Q4J01/J998 Air tntiltratioo Water Penetration Product AcceptancelLabel No: DDI-224 DOOR LABEL PRODUCT ACCEPTANCE NUMBER - D8S1-226 FINAL ANCHORING OF A NOQD FR...""E UP TO 5'+ X 8'0 SiNGLE lNSW1NG UNIT w/WO SlO!LlTES PRODUc;r ....CCEPTANCE: ~o,: 0851226 T 0- "'1 r 6" f ~ r ~~ cb I u ~~ 25 :1./2", ~D' t- f- j --<D 12" TYP ~f:::(6) ~~, -0 12" TYP. 25 1/2", ~' t-'f- 12" TYP, e-+-f ~f-' 12" TYP, t-f- 12" TYP, Lf-:' (!)- 6"_1 r- (Jj- L- rf- 12" TYP. t-t-' 12'. TYP, 0- 0- l' 0- . B "-- 0-,!, J;. 0- '\It.... . 5 1/2" , -<j) ::@ -0 G' 25 1/2", J -(f) -.!A' f ~~ (fJ (!)r- ..J \-.! 1/'" 4 If.:J L SCA€W SO<EOLU: 3)1 110 < 5/8- I'l<U..JPS FUr MOll 4)1 110 x 1 3/<l" PHUPS FUr HOD SJI #10 < 2" I'tlftl.ll>$ fUr HOJJ j) I '10 < 3" Pfi4llPS RAT H(.ID 'r'E' ~~I @h.. 9 7/8" ~l" . I ~-- U .' ~ t Q}-~t)" ~Ir HlN<;E DETAlL J/mZ: \IW)I &OO.IIl:~-..ac TO HfN(;t .I.'JtIt ~ , 4 W$T II( l.I$Ol ~ ~ Ii Sr.:l'lOl' iIHO A J 7 SCM:ft ~Il<< SCHaX.IU: '('~ +r-- ~ ~ ~"~~ .. . - r LA rr; J{ DET A.u. ~ iOItJV/ SIOllJTt: IS ~ rr.-'JCHD) TO t,l,TCH JAlJ8 ust B < 1 3/4" PHIU.JI'$ ru.r HC.'>D ~ H ST1lfI(E f'V,~,' IWO I 4 SC;RCwt NPUa: OF , lV ffiCM X-'iEOOt.L. f"...~ ~ ~'~ ~ .,~ 5~'~ ~~ ~ U'<fi ~L-- ~ SH LOCt(~'9:'::--' ~---.""" CD cb ~ 2" TYP, -- t- -1 r-' 1i2'T · '1'''"'"1 :i '1 r- 2" TYP, c1~ CD- I ~';\ ~-~~,:::~ I~SWING THRFSH01D u.~ I: 12"~ 25 3./:' 12" TYP, t-~ ' .. 12" TYP, 25 1/2" t-~ 12" ~, F}- '-f =k (j)- _'A' 'e'- @- (J) (i) a ~ l-; 1/2- t 4 112,,-1 I-- I :'7}:!Xj ~ -0 "'-.' D1 ~(i) o '-(1) € [ t 51/2" t ~ -<V _'Co -0) ?Xi'I..7 ~\) It!SWiHG n-iR f:'5 HOLD (OptMoI) ~- vv~ fY>8R1[~ -fREE Thr..ho!d 25 (I:' tt-~ -.!. A ' ,- '8'- Q)- (j)- 0- 'B~ 'Ct.- ,V'E' ( ~ ..%.\:g 1~'iG mR!:SHOI.:D ~t) INSWlNCl ~() (~l "'"' ~ ~ S= up \() 5'4 < S'O Product Acceptance NQ: D8S1.216 In.swina ( wood jamb) C onligUIlltioo: 2'0 2'4 2'6 +99 .99 +89 -89 '84 .84 x, axo, XO, OX n J'O .78,'18 +70-70 ';3,)4 64,0\ +50 #J +78 -78 ,.70 .70 '5),)4 -Q.$.O 1 "90 #J s ~:e Opoque WlSiclo:lileS S Cn$le Glued WlSido>lila (000< <l<>4:s not <1'#t Mimic 1m""",,) rot' 2\0-2024,4.5.6,11),1l.l2 +99 ,99 MIs. ~y: to< lilt Ya Plssli<:$ II'Ja"f'<O Li"'nss1on, Nl 01019 +S9 ,89 '84 -84 NAN YA PLASTICS CORPORATION IPLASTPRO, INC, DISTIl'\CTlON FmERGLASS DOOR PRODUCT APPROVAL TEST RESULTS INSWI.NG: Opaque and Glazed Max Door Size: 5'4" x 8'0" DESIGN PRESSURES GLAZED Door Size Pressures 4'0")( 6'8" +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 6'8" +50 -50 Test RellOr1 f# 210-1993 210-2Q24 210-1993 210-2024 210-1993 210-2024 210-1993 210-2024 Drawin!!; # 99-06 99-06 99-06 99-06 99-06 OPAQUE Door Size Pressures 2'0" x 8'0" +99 -99 2'4" x 8'0" +89 -89 2'6" x 8'0" +S4 -84 2'8" x 8'0" +78-78 3'0" x 8'0" +70 -70 DrawlD!!; # 99-01 99-01 99-01 99-01 99-01 Description Single Single Single Single Single Single w/sl 5'4" x 8'0" +53,64 Single w/sl 6'0")( 8'0" +50 -60 99-01 99-01 Configuration: X, OXO, XO, OX TESTS Certifying Florlda Engineer alld L1cellSe Number Barry Portnoy p, E, No, 16258 Barry Portnoy p, E, No. 16258 Barry POt1noy p, E. No. 16258 Barry Portnoy 'R. No. <om ilr ~ il,,/4 0 f re! Test ASTM 8-330-90 ~rlDllon Uniform Static Air Pressure Forced Entry T~t Locallon National Certified Testing Lab Orlando, Florida National Cortified Testing Lab Orlando, Florida National Certified Testing Lab Orlando. Florida National Certified Testing Lab Orlando, Florida AAM<\ 1302,S ASTM 82S3-91 Air loti ltration ASTM E33 1-96 Wale<' Penetration Product AcceptanceILabel No: D8SI-226 Dtscrlotion Single Single Single Single Single Single w/sl Single w/sl Tut Date 0410 11 1995 0410111998 0410 11199S 0410 tI t 998 GLAZED Door Size Pressures 2'0" )( 8'0" +99 -99 2'4" x 8'0" +89 -89 2'6" x 8'0" +&4 -&4 2'8" x S'O" +78 -78 3'0" x 8'0" +70-70 Drawina # 99-04 99-04 99-04 99-04 99-04 Descriotion Double Double Double Double Double 5'4" x 8'0" +53 -64 99.04 6'0" x 8'0" +50 -60 99-04 DOOR LABEL PRODUCT ACCEPTANCE NUMBER - D8DI-228 FIf\!AL ANCHORING OF ^ WOO.fLE&l.!E UP TO 5'0 X 8'0 - DOUBLE' INSW1NG UNI T P~ODUcr '<CCEPTA!-JC["-Io, 08D1na I ""1 IS" f S"-1 kO" 4" r+ ~ cb (ill '"'-' 0' :Er" I ~ ,~, ~f-' 12"TYi', Jl-f-f ~f-' 12" TV? 12" tp~' H-i , ~~ i _lZ..... , \ rL' I -0 12" TIP, "t-pi- I -0 12 TI , [}--Lf =0 0 0 Lf-:' -.!.A' h0 T T I .J W 1/2" l4 1/2:.j J- L [ 4 1/2'. t 6"""'1 r 1- 0= 0- -0 =0 -0 (!)- 0= ~ ~51/2" ,~.:. 'C' &lM - ~ INACTIVE 0 - 0= -!,A. 0- I T 0- 0= 1- ..J L 4 1/2" SCRfW SCl-I(!)U(l; 3 10 x 5/8" f'filUJPS FUr HOD 4 10 x 1 3/4" 1'H'll.JPS FUT H(,AD 5 10 < 2" F'HlU.PS fV, r Hv.D 10x3" ~ru.rHlAD I @. 9 7/8" ~~~~J @) '---I-'--' U..): -rl- It! sa t.OC>< ..r~-< ~S~ ~ii -4~ "C' LATCH DETAIL ~Er HINCE Df:TA/L gi3 -,,~ j\) ~~ ............~ ~, ~. ~~ " ~ /~, ~~-;~ If>($ r<l\X17ONS ~ D" ASTRACAL PUTE NAN YA PLASTICS CORPORATION I PLASTPRO,INC, DISTINCTION FIBERGLASS DOOR PRODUCT APPROVAL TEST RESULTS L'lS\VING: Opaque and Glazed Max Door Size: 6'0" x S'O" DESIGN PRESSURES r ~. 0' ~ L.lJ () I- o Z W '-' ~ o f2 w 0::: ~ ::J o if) w ~ l1..<tO:: '00::0 w l1..l1.. ~W"",f- O..:::Z 2-0:::) X~O::O 0:::)l1..(,) O::oZU o.."",w<: o..":::~L, <(o<tr- wO::f-o O::l1..wZ <tzo::o OW<(O W~(/)o f-~ZZ gwQ<: OO::(/)W <tz~ t3(/)w<:z 0z~EEo ~QOof= O(/)O::f-c) o6S0~-; l1.."",C2(,)1t u.J:;;:woo.. ~O~ffi5 ::l...J-o::....J Or./) Ci! (/)- 0 ~<t O::....J"-- ...Jw...JO .....J>~zO:: <to:><t0 ~~....J cn~~g? Q,)._ 0 w Q,)CJ(/)z ~g~~ I tJ) 0 0 cn(lSft0 G.)c88 - '0.0 IT: .....J CU'- i=:J ...J .. tJ) 0:: en <( OQ)w 0:: E"C U ~ ~ ~~~ ~~ ~ g01 ~' ~W ~ ~ 0N z01 $11' =::JO <(CO '~~ ~ w U ~~ 01'<t 010 <t .....J 01 01 a::l1.. NN o .. I r ,~ gg (/) 0... CO CO l!) 0 r-:.. r-:.. '<to... 00 O"J <( '<t '<t II ~ ~ (9e-. ~ ~ CO (,) ~..U) ~ ~ ~ 0z OZ w <t \D M ,A' (/) 0 a:: ('II lD VI - oi=O OM'*!: Z O::z<(u (/)"'...1 0 [jJ<tU w_U)1J. zf-IT:t.::l :r:I~. i= _(/)-Z 1-f-...ILl.l ::J <.:)0::80 cr::l1..IJ.D. .,J zWo.......J 00.. 0 wO(/)S(/)l1..z~r5 (I) WZr./)enZoo ~Q I::)zwQ::Jf=zo:: Z I-O::SI(/)<(cr::~:J ~ 6~o..f->l.U~otn tj) I w (/) 0::' LIJ f-w.....Jf-cr::o....JQ3..... Q r./)",<t5(")z-< ....I ~8~:>o<(~o:C~ < ...Jf->-O......f-...IJ: Q ~~Ua:NwUO::(,) ~ f-O~22=~~<3~ 0 8~ti;8~(j)tnDD ~ ... ~ Jy<;ll/lNC mRfS1-IOtD ~ INS WlHG 1l-I~f'SHOt 0 (0.-) ~~ AARRrrR -fRfI n.r. aI>oId OPAQUE Door Size Pressures 4'0" x S'O" +99 -99 4'8" x 8'0" +89 -89 5'0" x 8'0" +84 -S4 5'4" x 8'0" +78-78 6'0" X 8'0" +70 .70 Drawloll ~ 99-08 99-08 99-08 99-08 99-08 Descriotion Double Double Double Double Double GLAZED Door Size Pressures 4'0" x 8'0" +99 -99 4'8" x 8'0" +89 -89 5'0" x 8'0" +84 -84 5'4" x 8'0" +78 -78 6'0"x8'0" +70 -70 Drawin!!; If 99-06 99-06 99-06 99-06 99-06 Configuration: XX Test RellOrt f# 210-2024- 4,5,6.10,11,12 210-2024- 4.5,6,10,11,12 210-2024- 45.6,10,1l.l2 210-2024- 4,5.6,\0,1 1.12 Cer1if)'IDg florid. Ena;lnter and License Number Barry PortMY p, g, No, 1625.1._ Barry PortnOi' ~o, 16258 Bll..fy Portnoy p, E, No, 16258 t Baity Portnoy p, E, No, 1625& a~~, (I~ ASTM E283 .9\ ASTM E331-96 -r/'- ~ sa U>Gk ....... .J. W$~'\~ -4 WC- LATCH DETAIL Tut ASTM E-330.90 AAM<\ 1302.5 TESTS DUtrlDtloll Unifutnl Static Air Pressure Forced En try Test LocatloD National Certifi<<l Testing Lab Orlando. Florida National Certified T~ing Lab Orlando, F10rida National Certified Testing Lab Orlando. F10rida National C<<tified Testing Lab Qrlando. Florida Test Date 04JO 1/1998 Test Report If 210-2024. 10,11.12 210-2024- 10,11.\2 210-2024- 10.11.12 210-2024- IO.l1.12 04/0111998 Air tntiltration 0410 1I1998 Water P\'f\elratlon 04JO lJI99S Product AcceptanceILllbel No: D8DI-228 Certlf)'IDg Florida Engineer and LlcellSe Number Barry Portnoy p, 8. No, 162S8 Barry POt1noy p, B. No, 16258 Barry Portnoy p, J'l, No, ,6258 Ban)' Portnoy = ~ '~:ll; w . 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(f) ....J - <( I- l1J o l- o Z l- I '-' 0:: >- Q.. o () SHEET NO, 0... 0:: o U w ~ o I r./) ::) 01 o o N @ 8-9 LAST PLOT DATE October 11, 2004 PLASTIPRO DOOR DETAILS US HOME PRODUCT APPROVAL SPECIFICATION SHEET '...._,-- AS [~!lJifed bf FJ.clllda S~atute 563.8.:12 and Ff()(1d.a Admtnjs";Cj1!)~'e Code 9\3.-72. p1'e.ase Pfo\jfde the inforrnatkJll an,j approval ri,pbe.rs on the buildi0g' comjX)f',em-s l!.$te(f )::;.eJ0'1'I (f tf'lei v.:;iti J:Je '.JHtz:etj D!I the, (:or:struCQ(ln prO,~t~:;t fO~' wrilcri i()t,J ate ~ppiy~r.g fo< a bt.Jl_I(Jir.~g p;!lrt'nJ1 We ,~o(l!cnlCnd yo!;. \~onta<;,1 yout tot.;a1 prcdu(:l ~\Jpplie( shodd you (lOt knov,.' the producj appr.<::.-\. at nurnbet (-->f ar,y-of t.r~ applicabl.e :ist~ prQd0ytrf Cate\1Qr\'fSu~cateaor;'" Manufacturer 1, eXTERfOA,tl60A,3 A SWiNGING Tref!11a. Tn.; 8 SLIOING Kir~o ,8elwrS'!t ''11 Ho,.c~ P;-od) 'F~a c.t'.fn...ders Mi;e.stoi'!el --_. Geriei<li AIl,Jmi.....ul11 C SECTiONAL C!oc-av 8vtlqlna, pr cd<.<0ts eX Oi1-1tR 2- WI~9W$ A S INOLE i'J\..ING Ki~-co ~tta"'Bi\t F1a. E>:tI'Xler. Oer:-eta1 A!i.l~r:(n-L.)fY1 Genera~ Alvrr:int.Jm !1...H{)RiZONT I\L SUD!':;:': Kincv 8d:" r$lll ~.~r$ (Miie~tc0e) General Aluminum C FI;~ED Kii',:CQ S"'ll<:r811.1 pra Extrv:fers "'Anesto:1€ Gf:f\?fa - ^'~rnlnurn Cene"al AIi..JiT1,inwrn D ~tljLU0N K,nco Bette rBdt fia, [)dJ\iI.'i-e($ (~v1destone) ;:Iac Ex(fUQ~''S (.',Uestone) .Ge~~'eia( Aluminum Oel'erai A1UrT'jnum ~eDeral Afui~ninulTl GeD~.ra:'1 A[umil-,urn 3" .PANEL WALL A. SIQ,NG SOFFITS K';vcariTtd c-dmei':.>ii Af>hf~y 8t(ikjir1Q: Camer"n Astlley B'),'Ci:1Cf ~Y1AJ-L '..OI:2;ER 0, QL,,<SS au::c<<. E OTHER -1p,j\sb;:;ruF" Cornjpg Corp 4, ROOFING.PRODUCTS ~,?HAL SHING ES 13 UND6r:.:u..YMEh1'S C ROOF It~ FASTENERS 0, ROOF '\"ENT!LA"fCRS Produ~t Descriotion Anriroval Nurtl'-er{s) S-n~Qqth .-St;;:lJ FL11705 Mk 2!31415. Mk2f~4i5 kP, Mk 2(3JAi5 XHP 420' 4?0145'2, <\7Q}1P!45?HF OO)}~ C>!X!/20CO '43-.-);'440 fU:M, 'L?61 Fl.A5 Fl264 <3a raGe 000< iJRSTv'l416 X 7) Garaoo Door 6RSTVv4 '9 X 7) Hmo.S l3026' 4 ~:OO, )~4k 4'0/50 HP 16",'. 1.500000, 740/374'J. :,'240/47JDH;> Serles 100011 SOG/2000 1:1 OOi1 ~ 401 144011,450t1:54011550/1~701190(V 1940/1970 Fl123 Flr;153 FL42 Fl.204, 169<1> >'L204, 1699 R.\r\' HP r~\N Xi';P, P\fV4- XHP 1681315",680 Ser'e. 1000 11 eu} 14B0/15$0/1590119607i990. FI_'24 FL6f':) F'~,13 FL25$. 1700 Nlk -40/5C P/V/CT, T\l/PYilCT 16Qi3(!(j~, 740/3740 .3240!4200HP, $80 Ser,e. 1 OOO/2())O 11,OQT!Xf11=OO..400TDU1450/1 :Jt)(V1 S70i1 9001 1 SCOr-60\lO/53QO!5YJD Fl125 Fl676 RA4 FL't5f.t ~6:3, 1697 FL2!5S., 263. 1698 M03,04,"-, M02wA, ,>;l96,OeC FLOF fF.57C9!571Q/S711/571iJ57101571'1/5718 Fl,g 4 FE57o--:V57~11!57(Y2J'57o.,J570415705l5717 fL974 111J01190Qi~ t'ti ,r, and Tnole$ fU2521 1442;1445.1 , "cotwal MW,IiSarid8J, 'ac.'ketS\ f'L16671 1446,144,,1 ,$ an<:1.-3racketsln 6$1l.1 5~'O.5347.5348535Q55 15000 Mu!!s: ard Bracket,., fL 1$00'1 O$05/0(;O$19500lQ-~10Alwmij1W1' S<> it 4~ 550!4510~2j45"'1'02~'<J AtJr;.i<'tl;111' Soffit Akwr.h:.Jlt1 'rripi~ Four "f;4 FLW$& F(.4()6 '1..400.2 e;;aS$ Uni!l\tJsb0r;ins1.2.l~j i;.,'/M'Ortar - FL1~--- Cetiain Tee" CO(~<!.2- ~ark 30,40 aDd ,1\-"',) XT26 (acxJ ARl XT'3Q (and ARi FL2~,6; f'L250. 7 FL2~q, FL250 15 ,AtrVei'lf fnc Gerie!., T "ed Cor" ,RooliqQ Modifie;:; 81tumeD Roof System Fi.4n E. ROOFr~IG H.F.S F, MODrFIED6iTIJME:N G SINOLE PLY ROOF SYSEMS :, H, CEMEt-ITS-AOHESIVES COAH<lGS I ROOf 1'ILF. AOH€SI\'E J OTHEr, 5, SHUTTERS ~})RM PANELS g, OOLON:.A.L (; ROU..,U? D ()'l'HkRS &; SKYLIGHTS ASI\YLiGHT S, OTHER 7, STRUCTURALCO~~ONENTS A, WOC'O COHNECTOt-<S/ ANCHORS -S;mr,son Str,~" ' , .~ USP structur3! Conn aTR\.!SS PLA TE.S M:Tek iDdu$tries, :X C;ENGtl';EEI:O:EO LUMafR Boise E:lQ: VVooo P:00 D Rl<.I:.""G E. GONc;~HE AOMIXT1..IRES F MATERiAL f2.CP C;orp fC ast.C;e:el G <JTHER ll. New eXTER(OR ENVELOPE A 6, Ve:it\lf1 PI)$ FL"'062 Yioc<J ConrB'j:0rs arid Afi.:;;tJors V~Q{l'd C0IY1G<:foi"S a0d Anct:ors sse ch(lrt s.ee cba~t T r-~BS Pl~t-e9 1"l2'97 \/e~a"l_at't1 SP vVowc :~Jo,$(s PLL,.'OI$T FL 1,644 Pl1646 HiQh $t<en>::tr. C:Yl.cr~te ;,'1(els Fl.T5B1 The prodUcls j:steo beio\Iy' did not den:or~tr~te p~o(j!jct appl\\,\vai at plan. r~',';f:.."N : 'Jf:de~ano ~htlt at thB time of i~':spectlQ!i ofthe'Se p-r..X10cl.s, the fDiiO'Nin.g "'IfQ[!'f'atlon rnu$ll;><;! a'ia~;able to ire ln~p"ctor en the jobs;te \: copy oflfie prodJCt a ppfo\a!.2) the perfw"'O,nc€ (;ha;aDteJlshcs \~!1Ich the pr0dWdh. s tested, a I'd Qertlf1ed ~c cornp!y \'-j'Hh, 3) :)\-.)PY of tt~ appl'IGa,lJie tnanubct'i..Jfe~s ::Jst.;:li'.at\01i i'eql;~':err,en:s, Fwn'r€f, t und~fst.a~~ lh<:?$e prq<:lt,.JGts mal hBve to be Ce:l1QVBO 'rf a-pptova' Ci.)("'l!'lot be den"1o(""$tr;~;eQ dvr~ng insj:..-.ectK..jn r--' "'1 rf. ' 1./+' rYP i Ill" T"? ! OaOoOoOoOilD ~+~J~ 00000000000-.1 o n n 0 00 oOuOoUnDo[]1Ol D~n~O~O~O~D L~ll'EIDljftJU ~AUl (I.OVVl!A3 ~ III ~AMi OlRl!el'lOll Ml!lll$l APPLiCANT SiGI,,~TURE DATE '.' ,--- (.0Ui> -...,-...CO,tR<3iC (R<Fj i33~t...,_ I' T X;..z. ~Q' I 4a' , ____ .~3 ~J t1<Jlf ($'''"' lZb __=- i __ _,' - ,n--' I .&~ OEl'1H MAl< ..r CR!;I<il/e 'D. eER. OO-..:RAOIt .cu ;till> ,~ 4,S1 .0* e,21 .~o'" 1~e~ ,- ~ ~'"~: V\lo/I" A,.... ".' 8eAl.IJl l:; I 00.-.2],. .\lIt,'.' (1<..-) . , -,.' ,,~$~ (,~tf) --K' a3~,~'~ maA!lO_CETAU(..~ J,,'..'~ 'M1 I. ~ l~ C<M1<OC --- Simpson & USP Cross Over Chart with Florida Product Approval Numbers -- Florida Prod1.Jct Simpson Product Approval Prwuet Description Number NtlJ11b~r A~'l4 Fl..4?'4 r:rarnif:G- /'I~(;hoi ,<\8U44 FL474 Adus(@l1!(' "(,st Sa"" CS2? Fl19Cl COli Stra,)",e H3 FL474 HJ..lfriCpf1€ 1':a H'\ (\ Fe 474 H"rr;c@oe ,'" H2 5 FL474 Hurricane T <; H6 r L47 4 Hurr\cane T ,2' HC.;2 FL474 H1r}'Cor<1Bf ?iate Conr~cto, HDQ.8-S0S3 FL474 HI:ildQcVi" HETA16 FL<90i En1~d<:I€d TC;J"s Mohor HET A20 fL 1901 ErniX.~(k.'''(l "['"(US$ An(.::i'lOr HGUS2'1 0., 2 F L 4~' .:;: T rus.s l--~3 nO<2f HHE"MO F'L 1901 Embe.xeJ -c",.s Anctlor HSURjL4~O FL~~C3 [-.ea'^' Skewed ~J Harxjef hTS16 FL:538 Heayy ,CUSS Stca~ HT.S'20 FL5:~8 Heav';-Trt.;SS Sfrap HTT 16 F'L501 HOlTen.")" ~,e HTl'22 Ft5C3 HDl-::-enti;f.J'''1 ....-Ie HUS26 FL,~7 4 H€!3W "to'~t Ha;lQe~ HUS2S F~_47.:4 Heaw J-",)iSi 1~13r)-=~ej" HUS410 FL474 JOist )'i.~:-K'€( Hu.s412 FLA74 Joist Ha:1':;er g.t..:2~~_ ~4!4 __~,Hao~er_, HUSC412 FL4/4 .JOist rianqer :T"r FL,f;:4 i'~ (:.JOis1 H-.:t'l,-"'le.r ,'UT FL474 I,Jo,st Ha;"'ec LGT2 FL 14'23 lJg/1I: Gjf'(!I~' TI:.!C(..k((1 LSSU21.J-2 FL474 SIo"abieiSk~wable HanGer LSS1J28 FL'4i'4 Slc"'\at.~f>.JS~.~,V'~ble i-1.a:"i e ,_STA12 Fl19Cl Stra~ T;e LSTI\1d Fl.1801 Sirao 7"" L,ST ?-30 FL tf)01 SIr" p ;.'<1 LSTA36 Fl.1001 StraD "e I.TS12 FL474 TWist Straz, L "'-S16 FL474 T\y':$t Strap L TS\8 FL474 rw.s! Slra~ L TS20 Fer 4 TWist S1r~:) L n~ f) FL4i'4 Tel'$lo,~ T~ L TT2G8 FL474 TenSion T,e LUS2~ FL474 Joist H.)(K10" L US.114 FL4:4 JOtst har>ger :>,tBHA.'3,56/11 88 FL538 Mas':;n~' 2.(i3r>'1 HZtflqer ME. I A22 F19(;1 Embedced ~'("'...~s A;,,\Cf!<Y ~'~GT Fl ~41-:3: tv!edj!;m G;rJEj-' :-iB(fOW:"'l ,\IS" :18 FL'19G1 Stran'T" tvlST60 FL 19C 1 St.r~i) Tie ~.6l'.!36 Fl.'901 ~'!1?-~,~()nry \/,1'SI2 FL47 { Tw,.! Sira' M"TS1S FL4?4 T',,,ist.S1r.3.9 MTS1S FL4~4 T~~'lst StJbj) MTS2.n FL474 Tv,.ist Strap MTS3;) F:'474 Tw'sI8\130 MTI2Si3 FL5C3 TemilOf\ Ie PA51 FL474 Fow{'dati~;~ Stf3D SOS 1i4X21/2 FU:l63 Strom Dr",e .5,:'e," SGS i/4>;4 1/2 FL i46J Strong D(:"~ Sc:e'lv 30$1.14)0;0 FL 1433 Str(tl"lq Dovce Sc'(.",." SJ:'1 FL{74 St"d Plate 7;" ~;';?2 FL4:'4 Sh.1d ~at.e TI~ SP4 FL474 Stua Plate T:€ U24 FL1218 F...:tcetyk);.;flt~0'$tj-i,:l:iqt~r ,Set Pac 10 FL4023 Expw HD Titer"\. FL23C42 Tlfen A0CtiOf , ""'~1'~'-t <_ ! H/or . 'l' o::.-.~ '-'-l I I GO'<tRGE {REF) I -3<1 ~!JNIllJT 7 I 1 ,'. / .\3 \;1, -...... __.1__ r ~ --- ~=r=1 ~l\ l~'''''''-:;, : ~ J2a 40;-' fJ ---""'.. ~a -- I 1 I 1_-33 .....J '!1l""':"'-I ~'I~" ~~ '" ~''''J> '!"Ii I~~<:: I *- I ("V/.1 /i'.~ \' ).... t,i_ ,)r.: .) e__:.>; I ^ ~ ~ ,MO CO\'/?C(, -E --, - 4~e ~'---11l/\~ \---~' !l/$, '----r~'~1>l 'YN!.Aact tel< LO<JvOl.S I (flfT) t'NP, < !>lS) A " U ~&l.1~ N<;le$: (I)Mnh 16' S<>ffiI~Ah""",,",,Al1oyJlOS ,l!JS(<:llI"&<Mm (;\) Mak. l2' Soffillh."" Ahlll>il>um .'J,toy ;\Q5 ' Hl4 (U.,'.. Mi <) l.)Cal<:~(\--nW1Jl;bs, It.251O<'*(la' Soffit) 14,Dl)~(J2' Scillt) (<) Nl1Asid<ll<nd {\a<!1,I.,. O.N,1,~ 01lw-~ No"",, (S)~~$T.!mm..t ~&ioe+l~llOQ:S l\Jsdlm -,- ~ A~t{" +1.. P (6) rolJVc.g~ MU<Il B< )"~<>l1<l\4 Cap'll>!< "f~ul><'.>rlllg h>1O Wi<bll1 ~ill<4Sl""ili<"",,",w! To~ (Y):\.;I1loyl'<ll1~ 'SiNN, i~' Sof!\''''"",,,,''4 l5NN' ,WSQffit ~ 'NW NN~... fil\lshC.lut CS"l D<<ill'l~ p"ti"$ (1'81'), &<..tmQ:f" SlA!>'i fJ.W:riof l4.4!>'i l~" 8Qli~1 50'0) lZ" VaU~Sl.)ffit lo' SQM Sotli< 16" V::nred Sm1it L,__,_, ."...._____",,,, (9) &~'ti~'~,y~/1t1ng .o\.rt:"~~ Un..1 Ft ..~~E;.. H8I,<\-lll, $...581 s.q, to> l:f!f 16'" Soffi; j~" Soffit iA42'$i:. ~n.. :5-.3S:1 ~ll i.a. I PRti'PAAf./lBY; JOHN LALIO'l'IS. P .E. tn1in CONSULTING ~NGlNEER U IIU ..0 s; ~,sr .$l..I,7/i .0.. rl;flPOtl $PIll, Nl;$ 't, ~'68i ~ P'I"''''' (117) gJ!J-'$t~ to" (127) .9~ <..___~;_- __.<~_~____~~,_, PIE. R~~,124$6. J- oaUX! \4 PAA!!l jFVUll(.Al.l!} A'\. ' 'OP f:F tWo/IiI. AS RVN 'Tl<ROl.'lll< ROl.lJ1liI><tR <TYPl ~ PART: ! I i i I CAMERON Asro::FT--~ I'ltJ\LDING PRQOUCiS ASH\.EY ONlSles TAMPA, F1. SOLID AND PERFORATED ALUMINUM SOFFIT DATE: 5-15-02 I I A..10051 ~^""'" 8:'(; J,N.L. SCALE: N. r.5 us!> Product Number ~,1~"'34 PAU44 R 5300 RT16 ;RT7 u- ~ AS H'rlCP2 UPHD6 HT A1S HT A20 TdDH210-2 HTvV16 HT\;V~ H'IT16 H:TT22 H\JS2S HUS26 HUS41 0 HUS412 THO THF '.00T2 LSSH:>1 L.$T.A,12 LSTA1$ LST AYJ LST A% .l.TW12 :'TW16- Li\IV18 L TW20 LTS19 LTS20e JUS26 ,11):S414 NFM:~?X1178U HT A24. 18 !<Sl24S SST260 Fiorida Pwdud Approval Nurnber r:~s', ') ~i.~::':;r p: f:n= ..,,' ) iFe>" ~~ t';:'\ ;='_2'1 - t..'; ;-'," ::~ :~'" FI,": ~L2~ ~ ?'[T:i-:---- ~,7' oL,;2 ' Fl..B' :3 FL8'':..: ;:i.2 _8: Flc \:~ : 1 c ,of,' r'~[~ :'~ Fl.c~S r'Lc':,-:, ~Le~ ;3 cLG', '3 ;-"~.o.,CJ Ci ~~'~~ F',S:' FL82:' FLC'~:' f:"'o'''2 FL_?~q FLe2 FLc ' FL6:'~ i-'l.8..;; FV?,: MT\.!r2~'-' ~25:'--- MTv"J16 ~U~>: M; 1'\18 Oc.o"" M1',V1O Fe,":" MN/'"o '-LG,\ ~lTS278 ;:-~e"::" TI\.51 'LS ': SPT22 FL..0 i- SFT24 PI_C'-;- SPT4 F:-3,;'1 ,_.. ..--,.."'..-..-..,.. -.. SIDE VIEW Of EAVE -, '1\ , I r-f\;'-lO'..L~ i, \.. ; 24' ~1\f'-7 i -J F CNERHAN~ 1_ J.cHANNeL .'11 nULDIXG CODE CO'\IPLL\NCE O'FFICE (BCCO) PRODl'CT CONTROL DIVISION ~UAMI.DADE COUNTY, FLORIDA METRO. DADE FLAGLER .6l1lLDL'iG 140 WIfST FLAGLER STREET, SUnE 1603 MIAMI, FLORIDA 33130-t563 (305) 375,2901 fAX (305) 375-2908 ROOFll'\G ASSE~lBLY ApPROVAL Category: Roofing Sub,Categon: Roof Ventilators NOTICE OJ<' ACCEr:.!.~\NCE (NO A) Air V cot, IllC'. 3000 West Commerce Street Dallas, TX 75212 ::\1a t€ rials: Maximum J)esiJ:!.ll PressUl~e Fire Classitic!ltion: Plastic N/A, N/A TRADE N,\.~IES OF PRODUCTSl\L\NUFACTURED OR LABELED BY ApPLICANT: SCOPE: This t\OA is being issued under the applicable rules and regulations governing the use of constnlctiol1 materials, The documentation submitted has been reviewed by the ncco and accepted by the Building Code and Product Review' Committee to be used in Miami Dade County and oth<?r areas \\ here allowed by the Authority Having Jurisdiction (AH]), Test Spedf1catioll Product Description Product Dimensions TAS 100 VenturiVent PlusT>! Ridg~ Vent See deta,il drawing herein Copolymer plastic low profile attic ridg~ vent with an integral end plug for instalJation in shingle roof systems, This NOA shall not b~ valid (lfter the expiration date stated below, The BCCO (In Miami Dade County) andlor the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material te,sted for quatity assurance ptU1'oses, If this product or material fails to pClionn to the accepted manner, the manufacturer wiH incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend tbe use of SlK'h product or material within their jurisdiction, BCCO reserves the right to revoke tbis acceptance, if it IS determined by BCCO that this product or material fails to meet the requirements of the applicable building code, This product is approved as described hert'in, and has been designed to comply with the Florida Building Code, including the High Veloclty Hurricane Zone, DESCRIPTION: Air Vents Venturi Plus EVIDENCE SUB~lITrED: ~ Test Agency/Identifier Reuort llilli. T AS 100 Wind Driven Rain Center for Applied Engineering, Ine, 07 -07 -00-6 8 04/27/94 ApPROVED ApPLICATIONS: LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and fl)!1owing statement: "Miami-Dade County Product Control Approved", uuJess otherwise noted herein, RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in tbe applicable building code negatively affecting the performance of this product, TER.\lINATION of this NOA vrill occur after the expiration eLate or if there has been a revisiou or change in the matelials, use, and/or manufacture of t]1e product or process, Misuse of tllis NOA as an endorsement of a,ny product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shan be cause for temunatiol1 and removal of NOA, ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County. Florida, and followed by the e.x.,piratiol1 date may be displayed in adwliising literature. If any portion of the NOA is displayed, then it shall be done in its entirety, INSPECTION: A copy of this entire?\OA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This NOA revises :\OA # 01-0910,04 and consists of pages 1 through 3, The submitted docwnentation was reviewed by Frank Zuloaga, RRC Slot: Cut a minimum lW' slot along the apex of the roof by cutting %" on each side of the ridge, The slot shall t~rminate approximately 6" from the rake edge, Installation: Place ridge vent section centered over the void at one end of the ridge ilnd insert end plugs, Fasten with ro()fing nails through nail hoks in vent. Butt thtl second section to the nrst, align and fasten to roof. Continue this procc-ss from end to end Hidge Shingle: Install pre-manufactured or field cut ridge shingles over the ridge vent in compliance with the shingle manufacturers Product Control Approval and the installation instructions using p~" ling shank galvanized na.ils !';et Free Area: Refer to manufacturers published literature :\11 nim tffil Slope: 2:12 9 9 NO,\' No,: 0300930.10 Expiration Date: 04/0S/06 Approval Date: 01129/04 Page 2 of .3 NOA NQ.: 03-0930,10 Rxpiratioo Date: 04105/06 Approval Date: OU29/04 Page 1 of3 LIMITATIONS: 1. Refer to applicable building codes for re.quired ventilation, 2, Ven(llTiVt'nt Plus™ Ridge Vent shall not be installed on roof mean beights greater than 33 feet. All products listed hen~in shaH ha ve a quality aSS~lrance aud.it in accordance with the Florida Building Code and Rule 913-72 of llle Florida Administrative Code, 3, DETAIL Ro-tln\) 1 Notes: I (I) Use Alumintllll J-Cban:oel. AroJey Part No,404ZO, to install. Secure I-Channel, Using C.(>Iro8:ioo-R, esistant 0,12" Diatnctef I' Shank Nails I-lJr Long Al 12" Spooing Between Nails, See note 5 fur M.Chlllltlcl Appli<'llt/oos. i-- I ~J' ,Ii h',i~. ~I. - ':---"'-~ I 6,6 ...j ~- 1~1 ,87 I 0,8."-' 11.0 "1 I I I R4.9 OS 1: 1TI , 1 111 r I 1-80 ! IlT liT Ii , II -'~J1 rfi-, ~Y~JOO j I -; (2) Soffit Nailing Pattern: , 1) ff Soffit. 10" Q,C. in the'Dite<;tion of Soffit Length 12" Q,C, in \he Dire<.ilon of Soffit Width 16" Sofflt. 10" Q. C. in the DirlNtiotl of Sofli1 L~<th 16" Q,C, in the DitllClion of Soffit WWtlt "-------. /""1 I I ~ I I ........... I I "" lTHOUT VENTURI VENT PLUS (3) ~ign ~ lblill& (PSF) Elttomor 51.4 I'd " 'I\. F ASCI~~ InteriM 34.4 psf 12" Solid Soffit ;:2" Vented Soffit 16" S(llld Soffit 16" V cnled Soffit FRONT VIE~ OF EAVE , . "'===' \.... ALUMINUM SOHH I PIINEL TYP NAILING PATTERN 1O'Xl2' 02' SOFFIT) lO'Xlb' (16' SDFrlT) (4) Not ~"<! ifov.o:han& is It' (>f'~ Ifo"e.clulrta is \2" t<l20" dlvi.~ ~ w{dlh i.c JWftll ~ prop<t O,C, !(KJrtWn fI:4 l3llttlm Noiklt (h., fu1llll. IS' <l1l\lt'bang the s"uon ahoold be 9" O,C,) (S) Inner Ballen N.ilet not requirod fat l:'~1 Appl.i<a\lO!\$. Snap . l.e\'ellim> ,td~ al!II a1~h f-(;hwMl 4ir.....1ly; towallllilu..gr r--Sail... 16' O.C, t.<:BS C<l1t8-'i<>fl) Of, t2".DfA. "~<lt'l Wllstoot !llIiIl,t-l<mg 12" Q,C, (Pia,{wood f O..9.S, ~), END OF THIS ACCEPTANCE FASCIA NAIl; CORROSION RESIST ANT NAIL ,,~ r ",_",,-mONO"') INS~~~~ Sloe VIE\"1 Of EAVE ' r ~, , I II H 1_10"J~ L 24" ! ! FASCIA ROOF OVERHANG J l_ '-.,,,~ JoCHANNEL F .cHANNEl. (NOTE 5) fF, ;t1 ~i;1- I~'~~E .~ t;J 7 TMlPA.FL, " 5-J.~-O~ ::~IS~~~~\?" (PART: ALUMINUM SOFFIT I , P~"'JOHN LALIOTIS. p.E.1 INSTALLATION DESIGN I Ltftu - ~~~'~~_E~~~ ,,'" 1,..:A:~'-'>-02L~~O~3 J 9 NO1\. 1\'0,: 03.0930,10 Expiration Date: 04/05106 Appro'l'al Date: 01129/04 Page 3 of 3 lJJ U I- o Z lJJ o <( I- o ft lJJ 0:: <( ::J a CJ) W ~ Ll..-<~ -O~O W Ll..Ll.. ~W"",f- O.::::Z ~-O:) X~~O o:)Ll..() ~OZ() Cl.."",w-< Cl.. .:::: ::s::: L_ -<0-<0 w~f-z ~Ll..w -<z~O OW-<O w::S:::(f)O f-;::zZ o 0-< :)w-w oo:::(f)~ ,^ -< Z , W(/)w-<z ,-"z~EEQ -<000f- 5 <n 0::: 1-(3 06]Q::S:::::J Ll.. o:::()o.. w~woo.. 0::: 0 f-CiS-< -<......J~ ......J :)......J _ 0::: ......J g-<(f)o:g; VJ 0::: ......J ..... > ......Jw:::;lO>- ......J>::;ZO::: -<0>-<0 ~~......J (/)+J-<(f) Q).~ ;5 ffi Q,) (.) <n z ~~~~ 1(/)00 (/)~g: '-" ~~~ g ca'- f=:) ......J Jo.. (/) ~ en -< OQ,)w 0::: E '0 () i ~~ ~~ ~ ~ ~ ......J0i t-+ )~/r (j) ~ ~ ,-"N z0i -<......J ~Ll.. o<:{ u)~ LDO <:to.. 0">-< *il' =0 <(co fV ~ (,tJ ~ ~-'" ~w ~ C.9 f- w '-" ~ <.,) I ~ N Z f-. (f) 3: <D - ,-"Zw -<<D~ ~ (f)~Qo O:::N<D V) - of-o o~=lt Z ffiz-<() w~~ii 0 W--~ ..... L- Z2'::Ll..'-" II...., ;: ,.- Z f-f-....lJJ ::;:) ai:Qu- 0:::Ll..u.a. ..J zwi5::3 OOu.iz 0 WO(f)S(f)Ll..za.Ll.l V) wZ(/)enZOO ~Q I:)zwQ~f=ZO: Z f-O-<I(f)-<O:::3:::J ~ u...z....Jf->wOO~ V) O-<o..IW(f)Cl..o: ' IJJ f-w......Jf-O:::o......J~-. .... (/) ," -< - -<........ w'-'O:::3:0iZ~ 'Ll.l enO:) 0-<:)<(<( <t w~f-::JOOf-""X C ~~~~~~~~~ ~ ~~tn8~<ntnDD Li / I 0 BENTIOtt ENGINEERING (OMPL\ltY, 1"( E.8,# 0006871 . if) Z C"JO mif) C"J> ~~ w ~ -< z z -< ......J 0.. SHEET NO, w () ~~ 0i~ 010 0101 NN 66 0000 C9C9 r--r-- 00 <:t<:t O'l o 01 ('\J 6 z o 00 f- ....: C9 -< L_ r-- N ,.- o(/)- E ~o:::o::: o xWo (/) -<wI ~ Ll..~5 0"> CiS 010 LD '-" -< ~ ('\Jz C ~~~w~ ro c 01 ' ......J W ::.::l ~...J:;~f- ~ OLl..oo:)-<~ -, 'ro'r-:-I-~(!) (f)~o()~~ a.. <:t :) f- 0"> ~ 0 0::: 0::: ' LD a..If-WO 0">-< 0.. (/)() Z o o IJJ w f- :J Ul Z 0 o > - .J Ul OJ - > w - e:: Q 0 ~ J: a. Ul ~ ~ ~ w I- ~ S-11 LAST PLOT DATE January 19, 2005 LD o o ('\J W f- -< o o ~ ['. I:' N I1l I ID IJJ I:' I M ~ NAILS PATTERN' 12' Soffit - 10' Q.C :n the Dlrectiorl of' SoHit Length 12' Q.C, irl the DiredlM of Soffit \.ieith lb' SoffIt - 10' 0 C. :,.., the Dlr..<:1;lon of SoHit Length ~~~:&' Q,C. 1'1 the Dlr<?ctlc,1 of SofPt Vldth (3) Design Pressure NAlLS, A-JDlNT AREA 12' DIA, SHANK 3 orA, HD, l~: LONG ~ BATTEN) 2.X2' PT, $OlJTkERN PIN€: CONST, GRADE r MINiMUM 2'X2' CONSTRUCTION GRADE 1l?-1 MIxtD SOUTHERN PINE: OR (QUIV, .~ \-"" ".DOD SA HEN STRIPS 10' ,--- ~, eATTEN NAIleR (N01'e4) J-cHANNEl. INSTALLATION '" I II ,... Z o o \JJ ,... I en o \JJ M M ..J LL <t: a. 2 <t: I- r- r- co I !!lcz:: zl.&JQI- ~t;:zz Cii<<l:<<l:~ I.&J(/)QCZ:: Q::J:I.&J~ QI-Z(.) ZZ~I.&J .....O-..J .....~(/)- ~N!:!2~9 ~.-ll-"'..J ~ -CZ::<<l: ~~l.&Jo::> cz::u.~Q!!! 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LG, \ - ~.~ 110 It ," Lo, Pm WS ;rs, -- i"fH WS "',.... 110 1l J/..- (0, Pf"H !\IS : ~:cr) - WM. ir ~- . '"e>'" '"at-- t:- ~:;; r _~ t --i!'" r=t . \0 : ' ~~, ~ :~:~ SEE ~ DETA1l "[" " ,..: .(~': .- :' J 6"""" - 3'" -- !w - H. I\W (2)18 X 2 1/2" LO, Pm ws 14(2)/8 x 2 fj2'" /.0,,",, PfHWS\ ~ rr::n.~ LJL CJL AUJM1MJ1rf AS'fRA(W.. ALU~:-WiGAL D!TNt. "E;" ATTACH ASTRAGN.. THROW BOLT STRIKe ~H FRAME -4 .--"'A'" ~- I ~ ~ $. 6'"'-1 t-" ~j"TW-~ sa ~0iT'M. . 6:~7N-;;::~::}: . :i: '0 L mAt(. "C" . 10 NOTE: All. p~m&te( :;CnJws are- 18 x 2- t/2" pm ws. Nottt: Wheo QttQchil'l9 the strike &- ~oboft plot" to th. ~t(iI<. & tM:1c tIS\9 1'0 )( ~" Lg. pm ws. wtwn attaching tha strilc. de ~ pJofu ~ trnI QStrogof UH f8 It 2 1/2" 19. PfH WS. When Qtt~fling th\9 sfo'klt jamb &: ~to jamb uso ItO l( 1 J/..." '-9, pm ws. NO~ "If ~tef' $(:(elt'S aot IB )( 2- f/2" PFU WS. "E" .] t ... It) .0 -L . ~~ r +~ :~1 L : ~ ,t \Ii on . tN.o 1 'ft!. "A~ U-- "s" . La'" At.tlM1Nt1tJ ~<ML (2)18 x .2 1/2" l(l.., PIli WS ~ (2)18 . 2 1/2' CG,," t:j1 B"~ L COJ.STAI.. L AtUWM.JM ASiAAaAL. ALUWNtlt.l AS'ffiAGAt. WM.. , w;." ATTACH ASTRACAt.. THRaW EJCl.T mtKE .JrQmwE 0R1U.. THRV FOR OR1t.L iHRU FOR (2) \: .,$$1"'. SOLT oap ~J57"t SOLTS ote:P t:NOUGH FOR A f" tNQI.JCH FOR A 2" SOlT 11-fROW BOlT THROW I\(j I~I~ . ~ ~ -1 '~1 f . . lQ ~, t-) ~ ~ , ~f ~: ~ ~ e 1 "A"-- . , -"s" I I " .'- !- -- , - . i i- -.... ,-s" . I 6~ - - J" ct I - r r; oJfff.ft "C'" o ~~ ~2 8~ ~ ..... .f sa DErAIl. ~ "[).. X ) SEE' ;~~) x "8"- l Ii) wi ~jD "0" ::- r -- "9" 4 , "8~ : , r - II H .''"' ;,"- I}"- I -.}" l- 6" f r ... II I i If ~-f .]"- .- - f [j ~::~~'~:~~~:e(~ :"; ;, ~ rtr-ZSaF seE DUM. '1" .J L -.}- , a'" l-s" - - ALUlMNUM AS'TRAGAL CCASTAl ..v..UfJ!NUM AS1'RAGAL _ QflN"'~ Nt: A5TRA<W... THROW 8Ol.1S AT 7'HE' THRESHOLD ' -.... ~,~ t~~ ' sa DETAIL "f'" \>l" Rw Be R W Building Consultants, Inc. CoMttl1.ius an<! &girt~g Services ror 1M BulldJngl11du5Vy Rw Be R W Building Consultantst Inc. C_1ti"l\ wi EnsinWl'ilI& s..'fVl~ for !be &l\ld1ng lnd\l\!tty p,o a......m Volti.~, n l:!594 ~U3.6$? ~1?7 f~ ~H6.>\14115S ? 0 &,x m V..-ice, Fl_ nS94 Pl\<><>e an .599197 """';mile S lJ l>Sq 4$,\a !~-n3'S ~9:m:J: P.I!Y,\LIJAn()~ If fTf-lMt' ftlCl1lla-l'N C<lrp. 108 ~Q Ro4d Bulter, IN 46121 f>bone 200 S6t..$3\l Facs:imile 2~,U3 $190 ~fi"~ t'(n;t(:lQ~ f;,)'MXA~~ -lTN~t 1OOrn\&. Tl1I 0>Ip. 108M\ll%AAl.Rood l'lnllcr, IN 46111 Pbo:\e 200 8M ~ II fa.;$lll}k 260.ll63 5190 l)I.SC1t9''flP~ on!S!:[ Mo4d f)nfplCtiQ;u Fit<\;t Cfasei<i S~ Staf. Socie$ FIbergias$lA:lQr <~ wi11t or witWlll Side..Jil~ MuUn.. ~ ~ Sh<< upla". s f't 'C~ 11l-~ COl>l'IprutoMl X. OXO. XO.OX, xx a ()XXO C<<tul Ik1trl,uc..: ~ llClld WJMI!:\s are ~ ~llS 4..5" ~'I 25" wllh an extruded aromlllQlll ~lt The &x>r pr.tltl$ W uhW ~ an 168" lM;t u:l~ It (1','0 &\1C ~ w\IJla ~ 0{0 065" filr 1M Flbet ~ Se.iea i'fIme S1I'lOOI!l Sw Seriu Wlt!l a sIOO Ihidness of 0 07QM S1dll$ art ~ til wiX'd stilet and l'3\a wM a ~ <Xlfe The &w<ld Q<Jcl1k$ n rwkd III ~ehe 1/$" ~td or Ill" imlIlml'd t..~ lip liIe ~ Of imegnllftush .04liles ~0411r 'Ili<<ma- 1m I?~rw..'( Of tlNU Modd tlWtnttiom fiber t~ Smootb Slaf. Sefj($ fl1lc!~ J:lo<JI \(Jlazt<i) Wllh (It without Sid:-lim M~ O'eo.... N<Iriul S.....ltjll1l t'. s r. U~blf. 0$4-~ C~~ X. QXO, xo. Q;t(. XX'" OXXO C-tl Duct\ptiell; nlt ~ a1lCI jambs art wQQd ~ng U"x 115" wl!.ll an exlnl<1N a.Iltmlllutn ~d. n. door paoolJ a.Il4si<i:lite paoel1lll'e 1.6r IhU mCOll9lSl rJt1<'O SMC shlJ:$ wM a Illid:._ olO tltl" fur tbe I'iba ~ Sc.ril;s Of \he ~ Sl1II' Se.rl<;$ wW1 a ikllI ~ ofo,m~, $kins ate ~ IQ \110O'S iItikl! and mils Wllll a \ll'!Mlme role. ~ &r.troIf sidetiu 1lI~ tWlCd ll> ~ 1/8" ~ 01' 112" ~ ~ lip lhe ln6t\-lU or integral fhulh gJ~ hl$ ~ by tbt;trt:'<l-Tt\l. il7trH'~~'.l~';' t^~~' ,_ 't'<& 1'..1 rw.. l.'19; I C - ..,,- !, :'.,-'~ --",",,"".' ASi1>4UW A-iT_. m,~~"f u..tl,lOOl grc.OJ p1l:.'~ - ~,.~., May~.l*' :j~, ,~,~);)(>l,#)(''-J' TASm r_c<cry llte:..A;;;....,l.'Y h"'u~l ,~,...~~I'1l:..~ .~.Kl11 .w"'" ~'Crt.OrI.... Moylum ,,~.t'~.~lt~' "",~ p_.lIt:ll f:fC.~ N\' _on:lOO1 t"iC4F.I,llllCU U',I-ttm , l<ICtt-.Or!l&~ V~l$.lm ~*t~l:u. ~~,I1~1 _Ar-,U&m .....Wi~Mo. m,~"',l>IJ_ ~ ~V;41'11~! ,~~~U~ l...HOJilO$ '''-l<!l$lo >-VA N<A '"" Nil\ ~",,_.~,",,_I.NdJ',,*,,~ _"M~ri..;. ~1"'",_ """ bo"'........~__ <l<l<rlt.....:.. l.Il1kim Door Nlienlbl~l ....u.n Du '/;.":rt.., O<:ufo Mooy In, 1m r;'l'C,R,-"',W ~ftW.l NtTt ,o,,'0t4. !h,.1!l. \jiII' F:rc, ~_ N'i .......>> lO<lI N("rt-Or~ ~iI'l. tm- r;'l'C..R~l\'Y MlOniOOl A-.~... ,~, ~,0rlbI0 l4Ylll.tW1 ............ ~ ..,""....'" !!,rc. L-.d>.-. I<'( ~ ".: 2llt>1 1 >\JI :>>l/l\ll .~~'le 1><'~ NlA ':t~ ...~._ 1U/WJt INdMlw ~....l'r_.nr.W.t tt~Af", <tMt':" .~pr~~tc.~\O~'~~~'Z-QlfArta. 1'>>1.4, r"" X4. eJ:g;~~;~n t:l~~~;:t:~Q ,- ~lo.l~12H m.cI,l'I,lJ(JOU 21o.t~-lO-1234 l!'1'C-lJH~1:l.!oo!,(l ~'A a.;'" ~.rW.l,53 "'""'~U ~>>l? ",,~::::::''^ti~'':~ ~~"1::~ 1lIr<)'~ tlSS! ~~P.lU'= )>1;" 11$11-( J;:lJll ble n l't-... t"..,.! &ory .'ltJl<< ......;;;:;<'. T,Ul<l<) AS'lMEa I ~l~~ ~I'J~~ ~oo ~ SiM1e X <1iwl4 !lWle Iffih ~ xu. ax. oxo C.QIlIi~'\\l ~S~ ~ X U 11&'6 ~willl SiIkli(Cf xo. ox. OXo -'1.1 It n ~p ~&lIinga +4100. ~1 00 t41 00 ,.',00 'Aflliij~fSJll I CQt.\1Ul Alu.<<l AslX1lelll t <141.00 .44,00 I .. 41,OQ - 41,00 +40.00 .4<)00 I H1,(lQ.47,OO Mallim1llll Sk.e 00- To l'O x (,'8 t.lo to S~U 6'8 DesiJll' l'l~lil\l Ritings + 4700,4700 t4100 . 41,(1) AIm A_I I NlIIll AstrIW -+ 46,00 . ~,OO - <41.00 . 47,00 --:; 40,00 .40,00 ---;41.)0. .$1.00 0llM4 Pwblc XX ~ Dolt>lo 11'1;1> Sidcl~ 0.'(;(0 IlD1'o6'()(l'\) tj" 1'0 "h ,'II G&lz.ed ~ XX G:.u.>:l Otd>te wtlh !liMn... OXXO "lii'io 6'0 x ~ Uttto!'4x6'S- ~~~~ ~lIr. See __ ~ thi1 ~ 11a I ~a1uale4 tOr ~ ilIlOClltiQnf oJCIheril'8 llllhe Flotida ~ Code and "'~ ~ t~l\OOl$ 11$ ~ by ,4S(;t 7 ~ ~ LcW \'(,r ~ aM 01l:tu ~'" do 1\(lt<1<CW:Ilt.e dooij;IllY~ ralinil" l~ <lbo\e. Z, rQl' ~ i1~ wi~ tbe ~ I1i less lh.nt 1,112 I~ (FaC ~I\ 1m .$.4 Alx.:MI3CiI M:tlh."" and ~ 1101,4,4., land 11014A,2)!IlImt ~ T~ type ~ aDCh<ln mI.lIlI ~ suboMu\t.'4 and the ~ f!l\& be llUclIlbIlt. mirlim1u1t l.lI4~ eJl~ rLlllol ~ {l$) t;b,., ~ w.>IJ is 00CaiIled. /~ '....tlt.a ad A.lIcloc>riIl2: See ~ $I.1le (it" pqe ~~~ ftlf lIl:tl \lIloc~"1in& to the Florida e~ ~ lllldl'l:- ~fIl ~00lCIlU liS ddtrolill<< by ~. 7 lIl11lbtcal ~ ~ tOf"~ &A4 Olkr StNd\lm do IlQt e.~ the ~ ~- r1!f>l\gIl\st~ ~ 1. for t.fa$ooty ilI:lI~ wh<<fI illl: ~ is kliS th;ut HI) iDc~ (l'OC ~ l1QU 4 A~ ~ and ~ I 'Xl? ... 1 al\il11O? .. .. 2) $l\llle dlAmeId' Tapooa type COlltlelt Mct!ors frtIl$t bt $\lbotitultld and me lengIh ~ t'4~ t!IllI.lIIulninMlll,lI." etl~rLMT'~WO lhe~ ",1lU iI~ ~ JY/ ~ J'londa l'rof~03l EngillOCl'" Seal Nq. 4JW1 May 22, 2002 t.~ l' Sohmi<ll 19S<l6 f~J.~ Dt\\'o LlItZ. I'L 33$58 r~ FlOfldll Prof~ ~, Sc~ No,,o.${$ May 22, 2002 LI'llOOlI It Scllllli<ll. 19506 I'tulclt ~ Otive LuU:, n.} 35 58 o 8 EltTlO It EItGlftEERING (OMPI1NY~ lite E.8,# 0006871 w U f- a z w o <t: I- a a LL w n::: <t: ::) a Cf) W 2 u..~0:: '00::0 W u..u.. ~w",<:1- Oc:Z ~-o:) xf!? 0:: 0 o:)u..u O::OZU O-"",w~ O-""'~I- ~o~o wO::l-z o::u..w ~zo::o ow~o w~U)o I-~ZZ o o~ :)w-w OO::U)"", ~ Z c: , t2(j)w~z 0z~Etg ~OOol- bU?O::I-() oiEg~:J u.."",o::uO- w""'WOo- o::ol-aS~ ~..."Jz ..."J :)..."J-"0::..."J g~U)og; v,O::..."J......> ..."Jw;;!o>- ..."J>:;:zo:: ~o>~o w 0 co I ~ N I-,U'J S (l) 0Zw ~(l)~ U)ZQo O::N(O '01-0 O.-1~ 8Sz~u w~~Li W~~0 II~, ZU) Z I-I-.....LU 00::Uo o::u..L1.o.. zW~..."J OOuiz WoU)sU)u..Zo..LU WZ(j)a.lZOO ~Q I:)ZwOWf=ZO:: 1-0<rI(j)~0::==:;:) Ou.. Z a:: I- :> woo CQ <r WU)O-O::' I-W..."JIo:: ..."J......... U) ," <r t:: 0 <r ..... ..... W '-' 0:: :s: (Y) Z 0:: . LU a.l0:) o<r:)~<t w::iI-~OOI-""'::C ISUO-0JWUO::o I-O::)",<:IZ:)<t:;;:;: O::C:I-",o::oo:::; 2~0?83U?0?DO . ~~..."J (/)~~ Q,).- Q Q,)(.)U) ~ ~ ~ I (/) ~ CJ)coO- ~~~ m'- f= ,,(/)0:: O<1>w e"'Cu ~ G '0'~ iQ = !Q@ ~<(CO U) W o o Z o ..."J :) a.l ~~~ (j) Z ('\JO LO(j) ('\JGJ -10::: w 2 <r Z Z ::i 0- SHEET NO, fH """ (]) (9 () z ~ II) z o j:: ::J ...J o II) z ~ - II) LiJ C < Q - 0: o ....I lJ. C'l o (Y) C)l o C() ...: ct? ~ I- ~U)t::! E 'i'o::n:: o xWo IJl <rwI ~ u..z~ as (Y)o LD 0 <r 0JZ S1 ~ c;j w ~ C(Y) ,..."Jw Cil..."J'i'<r1- ou..""O::<r"" , ct? ::) U (0 U)Cil1'-t)Ci:"" -6.~::)f=m ""0 0::0:: LD o.II-WO m<rO-(J)uz Therma-Tru$ FlberClassic I Smooth Btar In-swing Fiberglass Door Maximum Size Up To 8'4 x 6'8 . -J -18-r-- .J: I l o o \0 w I- ::J Ul Z Q o > - ..J Ul OJ - > w - ~ o 0 <! I a. U1 I ~ <! w I- 3 S-12 LAST PLOT DATE January 19. 2005 - / ..."J <;: 0:: I- 2 o U) U) w o U ..."J (Y) u::: X al 0 u.. 0< W 1'- 0 u.. o 0J (Y) 'i' Z (Y) (Y) 0 0< ..."J (Y) (Y) 0:: u.. 0J 0J 00< 00 U)6: ~~ LDO~~ 'i'0- 00 O'l <r '<t '<t - Z o LD o o 0J m "" C ro :::l C Cil -, LJ I- 0< o o 't t" t" N 111 I (]'I \0 t" I M .... z o o \0 .... I (]'I o \0 M M ..J u.. ~ 0- ~ ~ I- OJ I .... r- !:!lo:: zUJof- C-'G:zZ (ij<(<(~ UJ(flOO:: OXUJ:;) of-Z(.) zZ!:aUJ <(O(fl..J :iE - ~N!:!l~9 ~.-if-;>..J :: -0::<( <(~UJO:> o::u.~o!:!l OooUJUJ !:!l~UJ~O X<(XUJo f-:>f-(fl(J w U 2 o >-fEz ZI-O_ <rz zwU) -(J)2 ozo woo< Uuo :)z Ow 0:: 01-0 g:t::Li wO::..."J O::So< wwO:: alII- I-I-Z OI-t3 Z:) , >-00- o<IO:: 2t::0 z:S:u <ro::W -.JW2 o-zo U)ZI I~U) 1-2::) I- a z l- I o n::: >- 0.. a u 0- 0:: o U w 2 o I U) :) (Y) o o 0J @ PRODUCT APPROVAL SPECIFICATION SHEEDr As required by Florida Statute 553842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below If they wi!1 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 Simpson & USP Cross Over Chart with Florida Product Approval Numbers Category/Subcategory 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 Florida Product Simpson Product N b Approval um er Number Manufacturer Product Description Approval Number(s) Plastpro Inc! Nanya Plastics Jeld-Wen A34 ABU44 CS22 H3 H10 H2.5 H6 HCP2 HDQ8-SDS3 HETA16 HETA20 HGUS210-2 HHETA40 HSUR/L410 HTS16 HTS20 HTT16 HTT22 HUS26 HUS28 HUS410 HUS412 HUSC410 HUSC412 ITT IUT LGT2 LSSU210-2 LSSU28 LSTA12 LSTA18 LSTA30 LST A36 L T812 LTS16 LTS18 LT820 LTT19 LTT20B LU826 LUS414 MBHA356/11,88 META22 MGT MST 48 MST60 MST AM36 MTS12 MT S 16 MTS18 MTS20 MTS30 MTT28B PA51 SDS 1/4x2 1/2 SDS 1/4x4 1/2 SDS 1/4x6 SP1 SP2 SP4 U24 Set Pac 10 HD Tlten Distintion Flbreglass Entry Doors Exterior Doors FL1321 FL498, 539 Kinco BetterBilt (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 Kinco BetterBllt 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 FL 125 BetterBilt 165/3000,740/3740, 3240/4250HP, 680 FL676 Fla. Extruders (Milestone) Serres 1000/2000 FL44 General Aluminum 11 OOTDL/11 001450TDL/1450/1550/1570/1900/ FL255, 263. 1697 1970/5000/5300/5350 Kinco M03-04A, M02-03A, M96-08C FL957 BetterBilt Fla, Extruders (Mlles!one) FE5709/5710/5711/5712/5713/5714/5718 FL974 FE5700/5701/5702/5703/5704/5705/5717 General Aluminum 1100/1900/1970 FL1252 Kaycan Ltd, Cameron Ashley BUilding 0605/0606/9500/9510 Aluminum Soffit 41550/45102/451 02N Aluminum Soffit FL 1965 FL406 Pittsburgh Cornlllg Corp Glass Unit Masonry installed wlMortar F L 1363 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 CT20 (and AR), Landmark 30/40 (and AR) XT25 (and AR), XT30 (and AR) FL250 CRV Alull'lInum Ridge Vent NOA No 03-093008 Modified Bitumen Roof System FL479 7. STRUCTURAL COMPONENTS A WOOD CONNECTORS/ Simpson Strong-Tie ANCHORS B. TRUSS PLATES C ENGINEERED LUMBER D, RAILING E. CONCRETE ADMIXTURES F. MATERIAL G,OTHER 8, NEW EXTERIOR ENVELOPE PRODUCTS A B. 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 FL474 FL474 FL1901 FL474 FL474 FL474 FL474 FL474 FL474 FL1901 FL1901 FL474 FL 1901 FL503 FL538 FL538 FL503 FL503 FL474 FL474 FL474 FL474 FL474 FL474 FL474 FL474 FL1423 FL474 FL474 FL1901 FL1901 FL1901 FL1901 FL474 FL474 FL474 FL474 FL474 FL474 FL474 FL474 FL538 F1901 FL1423 FL1901 FL 1901 FL 1901 FL474 FL474 FL474 FL474 FL474 FL503 FL474 FL1463 FL1463 FL1463 FL474 FL474 FL474 FL1218 FL402,3 FL2304.2 Product Description USP Product Florida Product Number Approval Number MP34 FL570 PAU44 FL569 RS300 FL822 RT16 FL565 RT7 FL565 LFTA6 FL820 HHCP2 FL817 UPHD8 FL817 HTA16 FL821 HTA20 FL821 THDH210-2 FL821 HTW16 FL820 HTW20 FL820 HTT16 FL821 HTT22 FL821 HUS26 FL818 HUS28 FL818 HUS410 FL821 H U S412 FL821 THO FL815 THF FL815 LUGT2 FL568 LSSH31 FL816 LSTA12 FL816 LST A 18 FL816 LSTA30 FL816 LST A36 FL816 LTW12 FL820 LTW16 FL820 LTW18 FL820 LTW20 FL820 L TS19 FL822 LTS20B FL822 JUS26 FL821 JUS414 FL821 NFM35X1178U FL578 HTA24-18 FL859 KST248 FL822 KST260 FL822 MTW12 FL820 MTW16 FL820 MTW18 FL820 MTW20 FL820 MTW30 FL820 - MTS27B FL822 TA51 FL816 Framing Anchor Adjustable Post Base Coil Strap Tie Hurricane Tie Hurricane Tie Hurricane Tie Hurricane Tie Hip Corner Plate Connector Holddown Embedded Truss Anchor Embedded Truss Anchor Truss Hanger Embedded Truss Anchor Heavy Skewed U Hanger Heavy Truss Strap Heavy Truss Strap HD/Tension Tie HD/Tenslon Tie Heavy JOist Hanger Heavy JOist Hanger Joist Hanger JOist Hanger Joist Hanger Joist Hanger TF I-Joist Hanger I-Joist Hanger Light Girder Tledown Slopable/Skewable Hanger Slopable/Skewable Hanger Strap Tie Strap Tie Strap Tie Strap Tie Twist Strap TWist Strap TWist Strap Twist Strap TenSion Tie TenSion Tie Joist Hanger Joist Hanger Masonry Beam Hanger Embedded Truss Anchor Medium Girder Tledown Strap Tie Strap Tie Strap Tie for Masonry Twist Strap TWist Strap Twist Strap Twist Strap Twist Strap Tension Tie Foundation Strap Strong Drive Screw Strong Drive Screw Strong Drive Screw Stud Plate Tie Stud Plate Tie Stud Plate Tie Face Mount Joist Hanger Expoy Titen Anchor I.l..J () r- o z I.l..J ~ ~ a ft w 0:: <( ::J o (f) w ~ LL<t:O:: "00::::0 ~u.J1L1L <t:o~~ ~-O::J X~O::::O O::JlLo O::::OzO o.."",w<( 0.. -"= ~ ' <(0<(0 wO::::l-z O::::lLw <t:z 0:::: 0 ow<(o W~(/)o I-~ZZ o O<t: ::Jw-w ao::::(/)"", <(Z-"= [2(/)w<(z <;lZ~B:o ~Qooi= o (/)0:: r--C) O~O~::J LL"",ti:OQ.. w:=wOo.. o::ol-...J<( <( ZLn...J ::J...J-o::...J 0' ~ (/)" 0 -<~ (/)cr:...J........ ...Ju.J...Jo ...J>~zo:::: <:(0::><:(0 ~~...J (l)1U~~ ~'U ~ ~ ~ ~ ~ ~ I tJ) 0 1:5 (l)CU15:<;l Q)C636 - '0.() u:.:: ...J CO'- - ::J ...(J)~Ln OCUw e"CO ~ ~::- 0-)~ J) ~il' c:=JO <(OJ ...J <t: 0:: f- ~ o (/) (/) u.J o u aS8 tE~ wI'-- 0Ll.. <;l C\J (V) "" Z (V) (V) 0 <t:...J (V) (V) 0:::: LL C\J C\J ~ ~" ~ ~ (/) 0.. co co i.C>0 ~ r-:.. ""0.. 00 m<t:<;j''<;j' t " (.tJ ~ Q:j (9~ J;) ~ ~ 00 cj r--.U) ~ ~ ~ <;lZw <(\D'I"'l ~ ~6g8 i5~~ ~ ffi 2 .:t 0 U) '..0....1 0 ",....~'" w-l.t)u. _ '-U ~ LL '-' J: J: ~ . .... ~U)-Z I-f-...IUJ :;) <.::lo::::OB o::::LLU.ll. ..J zwu.J...J 00.. 0 WOB;:SU)lLz~t5 U) u.JZ(/)COZOO c I::JZu.JQ~i=Z~O: Z f- 0 :s J: (/) <t: 0:: ~::J c." OLLZ" f->wOOa:l ~ <t: '-'- ::r: w (/) 0.. 0: . .... C?~~t=0::0~a:l~ 0 W""'O::3;::(V)Zo:: 'UJ co 63 ::J 0 .:t ::J ~ ~ c:c W...JI-~~Of-...I:X: C I 3;::0 0.. wOO:U ~ I-O::J""'IZ::J~:;; ..... 0:: -"= f- <;l 0:: (.) c: OJ ~~u;8~U)u;OD ri SPT22 8PT24 SPT4 FL817 FL817 FL821 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 . crl o (V) C\J 6 Z CO 0 ..: O? ~ '- b(/)!::::! E ""0::::0:: o xWo VJ <t:wJ: ~ Ll..~5 as8i.C><.::l<t: Q)i'-~~OLL C3 OD C\J C\J .0 ~:.,j-~f1J ~ OlJ..&j5~~ 0 "I-()w u;(\li'-ou:.::~ ..':(O::Ji=crl w ~ Q."" 0:: 0:: ' I- i.O 8.J:I-WO <(: crl <( 0.. U) 0 Z 0 <;j' o o C\J ~ ~ o o Z \.0 o w - I- ~ :J 0 V 2:: U1 .... i:' o ci .... i:' > en N ~ ..J 0 If e III \.0 IJ' ~WM\O rJ~Ml" o I ..JI.JM u. U1 u. .... .J I- <( CO ~ U1 a. I rV W .... ~ ~ ~ Z . ~ W Z tl 0 o \.0 o Z W c;l Z v;~~ 0 Wf-V)W:::; OZV):::!<t O-I> ~~t::~V) <tC'\jWO::W:; c;lr1~OO ~O::OoO ~OWwU <tLl..I...Jf- 0:: 0 f-:;)Z O:::io::V)l:i! V)~WOO:: IV)ti::Z::J f-_<t<tU C'J(/) Lf)Z C'JO r1U) > w 0::: w 0 - en f- a .-..J z - <t:: f- l- I W 0 0 - W 0:: ~ <: >- z 0.. z a <( --l () a.. SHEET NO. 2 o >-B:z zl-O <t:z- ZW~ -(/)> Oz- u.J00 uu<t: ::J 0 oz- Owo:: 1-0 0:: I-.......J o..-LL wO::......J O::S:~ u.Jwf- a:lIZ I-r--LLJ 01-0 Z::J , >-00.. <t:::r:cc 2t=0 zS:O <CO::LLJ ...JLLJ2 a.zO (/)z::r: -<((/) 2=~::J S-13 0.. cr: o o W 2 o I U) :J (V) o o C\J @ LAST PLOT DATE October 11, 2004 PRODUCT APPROVAL DETAILS SINGLE HUNG ONE BY '.'OoD '0' CONCRErE DR CAJcK BET'WEEN B~CK BY O-HERS~~ r ~ASONRY DPEN"7iNG \lOOD BUCK ~ (NOTE 6 ~ 7) \ BY OTHERS ~AS' ( OPENiNG BY :rrHERS CAULK BET w'EEN 'WiNDOV FLANGE. ~ I ~ \loOD BUCK I ~ :-1/4. ~!N .. , E,~BEDMENT 2 ,\1'~ ./ I ! r':.:MI .-/ ........:-- INSTALLATION ANCHOR i sn,cco -.! 1[1-1 ,,3/10' DcA. TAPPER (NOTE :2> B~ OTHERS ,L : "- SHi~ AS REQ'D, PE,RiME-ER If ~ 1/4' MAX, CAULK ~ (SEE NOTES) BY OTHERS ;/1. RIG1D VINYL 'II GLAZING BEAD U '-,.( H (TY?) , GLASS "IlNDO" ~ ~ 'TYP) (SEE HEIGHT) I r I CAULK BET "EE~ '.'INDO'.' I FLANGE ~ PRECAST SILL 1'.'/ VULKEM >16 ADHCSl'ZVE CAULK, !JR: APRV D E(;Ie PERIME-ER CAULK \ BY :r....HERS \ \ \ "LANGE TYPE L '.'INDO'w' FRA,~E HEA.DE:R I i N07E$) I B.H. "BUCK i-- dEIGHT) rr FLANGE TYPE I ~ .----- >lINDO'.' FRANE I' /' SLL I PRECAST SILL ~ B~ O-HERS . \~ . 1 ~ SECTION A-A I-''/,\.I'-l I A ~ VIEWED FROM A ~I C EXTERIOR TO I *t+E I /dV rllf I J 8 fK 8 \';,H, F ! 'tG LJ ~ 1, A..-J FLEVATION MASONRY (FLANGE) B \I, (]JUCK \nrJTH) -; ONE BY >lOoD INST ALLA TlON ANCHOR ~ BUCK BY O-HERS 3/10' DcA, T APPEi< -, (NmE 6 ~ 7) (No'E 12) S"lM AS REQ'TI, I' 1/4' MAX, RIGID VINYL (SEE NOTES) I :ilAZPJG BEAD ____ ~ (nO) ~ ~:= '3lASS <TYP,)(SEE NOTES) IMPORTANT INFORMATION & GENERAL NOTES Tnese !"lotes are provided to ersure proper installation of P;Ofida Extruders Milestor:e products and must be followed fully, Il-lI4-' "1li'... i l. i:M BtD'iENT r- > I I ! I GENERAL INST ALLA nON I~STRUC110NS & 1) SHIM AS REQ'D, AT EACH lNSTAUAT10N ANCHOR WiTH LDAD SEARING SHIM, MAX, ALLOWABLE SHIM STACK TO BE 1/4", 2) USE SIUCONIZED ACRYUC CAULK BEHIND WINDOW FLANGE AT HEAD &. JAM8S, SILL MUST BE ATTACHED TO THE SU8STRATE 'MTH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. APPUCATION Of VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL AT FRAME SILL MUST COMPLY WITH SEAlANT MANUFACTURER'S RECOMMENDATIONS, - D, 3) USE SILlCONlZED ACRYLIC CAULK FOR PERIMETER SEAL AROUI'iD EXTERlOR Of ill WINDOW FLANGE AND TO SEAL HEADS Of INSTALLATION FASTEI'<ERS, 4) FLORIDA EXTRUOERS 1000 SERIES SINGLE HUNG IS SHOWN, T"IS PRINT ALSO APPLIES TD THE FLORIDA EXTRUDERS 1500 A,~D ZOOO SERrES SI~GLE HUNGS, 5) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063, 'Y ANCHOR1NSTALLATIONI~STRUC110NS GENERAL: ~ ~ ,(! ~~ ~. g ;~ .~ ~" ~~ ~~ Ii" 5) NAIL ATTACHMENT OF NON,STR.UCTURAL ONE BY BUCK IS 4' FROM EACH COR~ER 12::, AND 8" ON CENTER, USE A HARDeNED T,NAIL" WITH A 0.097" DIAMETeR AND 1 3/8" LENGTH (5/8" EMBEDMENT), A HARDE~ED "MASONRY ~AIL" W1W A 0,14&" DIAMETER AND 11/2" LE~GTI1 (3/4" EM8EOME~T) OR EQUlYALENT. FOR ALTERNATE SECTION A-NB'B, USE A 0,113" DIAMETER COMMON WIRE NAIL WIni A 3/4" EM8EC(~ENT OR EQUIVALENT FOR NAIUNG NON-STRUCT'JRAL ONE BY BUCK 1.'fTO A TWO BY STRUCTURAL BUCK, & 7) APPUES TO ALL NON-STRUCTURAL BUCKS LESS THAN 11/2" ;HICKNESS, NOT INTENDED TO LIMIT TO ~OMI~AL ONE BY '11000 BUCK ONLY, BUCKS GREATER THA" 1" NOMI"AL (3/4" THICK) AND LESS THA" 2" NOMINAL (11/2" THICK) WILL REQUIRE NAIL LENGTI1 SUfFIOENT TO MEET EMBEDMENT REQUIREMEi'<TS Of NOTE 6, & 8) All INSTALLATION ANCHORS MUST 8E MADE Of CORROSION RESlSTMIT MATERIALS OR HAVE A CORROSlON RESISTANT COATING APPLIED SUITA8LE FOR [HE ENVIRONMENT AND/OR FRAM1NG ;.1ATERlAL, WHERE ANCHORS ARE USED:N PRESSURE,PRESERVATIVE TREATED WOOD, THE WOOD SUPPUER SHALL BE CONSULTED FOR RECOMMENDATION Of ANCHORS COt~PATIBLE WITH THE PRESSURE,PRESERVII, TIVE mEA TMENT PROCESS USED, 9) ALL FIELD SUPPUED HOLES IN THE FRANE (IF REQUIRED) WILL BE 3/15" IN CllAMETER, 10) '11000 SCREWS SHALL MEET ANSI 818,61 DIMENSIONAL REQUIREMENTS, 11) IF WOOf( TENDS TO SPliT, PRE-BORE HOLES AS FOLLOWS: #81'1000 SCREW - 1/8" OIA, PILOT HOLE & /tIO 1'1000 SCREW, 9/54" DIA. DI~OT HO'.E (NATIOf<AL ,; DESIGN SPEOFICAnON FOR WOOD CONSTRUCTION), {):,.::'~'!f~ ... RE\1 DESCRIPTION IDATE INI FLORIDA E~.~;~~;~~~~;;~;;J.~i 'I.' ~ ',' C I Ri:Y1S>:O NOTES 3, 6, 7'JI2/19/03IR 'A CE"'i~CA't OF wreORIZAlION NO, ,,:)5 SA,'I1FORD FLORIDA , \'-4; ---:~~- I ~O~$'2~,6~~s~t ADO€D I v " l,!'.,~, , ~f?,:,2> Ft,.! , I AND/OR ADOCO R<.ATED TITLE: I"STA'cLAT ,ON DETA'L " ,,,~', ""' ~ .~ " ~.. I Rf:FE,qE."ICf.S AND <"'G. \...~<,,,...~>~,~~..'#~,: IlLl.JSiRA"IIONSC"ORNO""i"!I ~ '-. HUNG FLANGE ',fINDOI,JS - SERIES lODe, 1500 g. 2000 ";i~,\;,,.;;'i.~~,,/ '.' IREv1s'oNS, I] DRAWN By:BB I APPROVED BY:KJA ",,'L~':,/ " I i DAl'E:12/19/03:sCALE:'HS'DWG,:FLEXJOI5,SHT 1 OF 2 SECT,ON A-A (ALTERINATE) & For installation with two by with or w/o one by wood bucks. SINGLE HUNG FRAME (FIN) --\ CAULK BET'.'tEN S'"EA THING Ii \liNDOII FIN ~ BY OT"ERS S>.....EA :H!NG I i~S~ ALLA TlJN ANCriCR ~8 '.'DOD seRE'" S"JVN ~~r'~ I ~i / / I ST uCCO ' " , I BY ~T~ERS -,:"" il7 /'\ i l L \j - GLAZ;NG (TYP,) (SEE NGTES) P~RIMEFR -:;'1 1 1/4' MAX, J ~ CAULK./ 'f}-J ~,-<r.~ SPACE By OTH(,~S , FIN TYPE I) \lINTID\I FR~ME HEADER , GL~ZING (TYP) ~ (SEE NOTES) J "'I~DC'w' 'W:DT.., --: f--- )(~~ ~~~CE SW~ AS RE~'D : ! TVO BY 'WOOD (SEE ~OTES) I: {IBY O,"ERS I / n \t l' "IN, = ~ I~ ~ (,,~~BDED:c'i.NE:" ":'''C-''-,TS~ L'::' ':-v,(,: SoEATH;NG , .:/ BY CT"ERS FIN TYPE /~ 1;1' r ~ CAULK BET'w'EEN \lINDO'w' ',<AME ~ / lIiNDO\l FIN AM B I ~ SHEA THING ~ PERiME-ER L I~STA'_LATlJN ANC'-<OR C,AULK #8 \lOOD SCRE\I SHO'w'N BY C-HERS STUCCO BY OT-<tRS SECTION 8-8 ANCHCR INSTALLADON INSTRUCllONS 1__ )' MlN, EMBEDMENT i (lIooD SCR('..) i T\lO BY \lOCO r BY OT~ERS '/ S~:~ AS R€~ D (SEE ~DrES> \lINDC'. Hf.IG~i ~ GLAZING (Tvp> (SEE NOTES)__________.... SECTiO,\J A-A IMPORTANT INFORMATION 8t. GENERAL NOTES These notes are provided to ensure proper installat:on o( Flo~da Extruders j"'Mestone products and must be fol!owed fully, GENERAL lNS,ALLATION lNSTRUCllONS r 1) SHIM AS REQ'O, AT EACH INSTAUATION rcNCHOR WITH LOAD BEARING SHL'<!, t"'AX. ALLOWABLE SH!M STACK TO BE 1/4". APPLY A BEAD OF VULKEM 116 ADHESlVE CAULK OR APPROVED EQUAL AT THE FASTENER LOCATION PRIOR TD INSERTING THE SHIM TO ADHERE THE SHI" TO THE SUBS7RATE AND/OR WINDOW FRAME, FULL BEARI~jG BETWEEN THE SHIM, SU8SThATE A,ND WINDOW FRAME ARE REQUIRED, 2) USE SIUCONlZED ACRY\1C CAULK BEHINO WINDOW FIN AT HEAD, SIll & JAMBS. 3) USE 5lUCONIZED ACRY\1C CAULK FOR PERlMEITR SEAL AROUND EXTERIOR Of WINDOW FRAME 4) FLORIDA EXTRUDERS 1000 SERIES SINGLE HCNG IS SHOWN. T"IS PRINT ALSO APPUES TD THE fLORIDA EXTRUDERS 1500 AND 2000 SEi\JES SINGLE HUNGS. 5) WINDOW FRAME ,'tATERlAL ALUMINUM ALLOY 6063, .., ~- '~~gi: - ~ : A~ i I ~~ 0 0 I :')111 D.C 5) ALL INSTALLATION ANCHORS ,'1UST BE MADE Of COAACSIQN RESISTANT I "/ r r Ll.'l. MATERIALS OR HAVE A CORROSION RESISTANT COATING APPUED SUITABLE FOR ) j I 'I THE ENVIRONMENT AND/OR FRA,'1ING MATERIAL WHERE A,~CHORS ARE USED IN , ~= ~ d 9 I 3 EQUAlL Y SPACE ~~~~i:~~~~E~*E~~~:~f~~s~~:~:~~\~~~~E I (SEE BElCJ\I)U l ANCHORS (TVP) 7) All FIELD SUPPUED HOLES IN THE FRAME (IF REQUIRED) WILL BE; '.'INDo", -r n ,~ i & ~l ~:'~;~~~~~~~:~O~L~~E~N~PTO THE NEXT STA~DAAD "EIGHT I: / III! DESIGNATION DRllL BIT SIZE, I U I Iii i :\~:~S~~~~E~~~~E~::i,l'~~~DIA:~~~~~~n~~%~~~iN J FASTENERS, NAILS, SPIKES, AND STAPLES," ANCHOR i I A ~ J i 6' MAX, 10) IF WOOD TENDS TO SPUT, PRE,BORE HOLE AS FOLLOWS (PER MTIOML SP,AClNG --1 (TY?J DESIGN SPEOFlCATlON FOR WOOD CONSTRUCllON REQUIRE~1ENTS): (SEE BELO'w')' r I~ 0' MAX (TVP,) a) #8 WOOD SCREWS, l/S" DIA. PIlOT HOLE, 0) 0,113" DlA NAlLS, #44 DRlU SIZE PILOT HOLE, F I EVA T 10 0i 0) OTHER NAIL DlAf'IETER PILOT HOLES NOT EXCEEDING 75% Df -:-HE NAIL'S DlA.IEITR AS REQUIRED, 1:) WOOD SCREW ANO NAIL WITHDRAWAL VALUES USED TO GENERA~E FASTENING REQUIREMENTS ARE BASED ON SOUTHERN PINE WITH A SPEC:FlC GRAVITY Qf O,5S, 12) WOOD SCREWS AND NAILS SHAll NOT BE MIXE" TO FASTEN THE SA~IE ASSEMBLY, - 13) WOOD SCREWS AND NAILS S/iAU NOT SE uSED TO cASTEN ASSEMBLY LNTO THE END GRAlN Of WOCO, - GENERAL, V',EWED FROM ~XTER'OR rlEATI SI' l !, ~A,~B ANCHOR SPACI,NG (TO 70 psr D P) ',.IJOD SCRE'w', 24' 0 C, '1AX (TVP,) '.AIL' 7' 0 C ,~AX, FiJR ~"',~BS ANTI 10' 0 C, MAX, ~8R HEAD ~ SILL " ~~ go ~: ~ffi ,U ~" li:w ~~ :i11t / ,-~~~~~: ~~4,\i,;' .... ~,' ',:~ \ REV I DESCRIPTION DATE IINI ;{),' . ", ~~n-~Q_ "', I it,!': : '< _, [ADD RE~UIREMENT -0 1CI./03jRvA ,I 1'.,J> \ "'~ . ' uSE AOHESIv'E CAULK ';,! ~~.. "6315./' AT SHIM "OCAT'ON i '\ '..~.;,' :'J!f J C REVISED ~OTE 5. '\2/10Jf"3IRJA \.. "~;~ ,. {~. ,..' REVISED ~Or:: 7 Al--IO :" v I' ", ~\..~. '" .. . ", ...~t'~ ." TITLE TO RfF'.ECT NAJl. Ii "'< ~~,,*I'i'^!;. \,',:,.,., AUERNATE I """"","',;;> I 1 Of' 2 [SEE SHEET 2 FOR CO!llT1NUA TIDN Of NO'ITS] FLORIDA EXTRUDERS I~~~~N~l~~\l:%~ Cf:R11~CArr Of AU"'OR!2A~CN NO, .235 SANFORD FLORIDA TITLE: INST!\LL!\T:ON DETAIL./lIS SCRE'.S DR NAILS SINGLE HUNG FIN .INDO. - SERIES 1000,1500, DRAWN BY:BB APPROVED BY: RJA DA'l'E: 12/10/03 I SCALE::N T, S, iDWG :FLEX0026 SHT !. 2000 !'JOOSH'l r-tX2;(1/6 lOCOS:H" rlX2X3/9 ~Ai>1~ (Trp)~ ~, I T T'~ ~~~EE , "UlLlC', JAHB '-'fP) I" ~.L, TU~E ,WLLlCN ~lj ",i~ .9 x 1/2 SELF 'n~ ~g x 112 SELF .. APPINO S:--tS , TAPPING SM$ iir, ! '\111 \.~ 1/ ;~ ,- ~ I :YP~CAL V~RT!CAl TO h'CR1Z01'1TAL ,\WlJCN ;0 MULUON I +- 2 X . X 3/8 ~ TUSE MULLION ,)1 : ;~oo S,H. : JA(1) < Tn>.) 1 I ~I, ~,.... I : I I !NSTALLA7JCN SC",'. -----< .",., II I I~I I .- 49 i, l/Z snr I' ~;loP91""G SMS I '$ < ~~1/2 sm II T APP:NG SMS (7) i y===l HORIZON-r AL SLIDER :JETAIL C W l.1..~0::: "00:::0 W l.1..l.1.. ~W"",I- 2:905 W x~o::o () O~l.1..u IXozU f- a."",W<( O a.""'~1- <(0<(0 Z WO:::I-z O:::l.1..w W <(zO:::o rl"'l OW<(O __ W~(/)O <! I-~ZZ f- 0 0<( ~W-W o O~~2: o ~(/)W<(Z LL (,:)z~B:o W ~QOOi= 0(/)0::1-<5 0::: OE5O~:J <! l.1.."",n::Ua. w""'wOa. :::) 0::: i3 I-z as <( o <(....J- ....J :;)....J .O:::....J (f),\ g~~~~ I w....JO>= =J>;;;zo::: <(0;;><(0 MASONRY (FLANGE) TYPICAL MULL INSTALLATION I~S'ALLA11DN ANCHOR IMPORTANT INfORMATION & GENERAL NOTES f~ci~~ ~k~ -:- '\PPER "'rese ~otes are provld.ed to ens~re proper mstaJf.;!to:"'1 of ='"r ca Extn..der~ MHestore '._J products and must be follo'Md fully, ANCHOR INSTALLATION INSTRUCTIONS (CONT) 1 X 2 X 1/3 '000 S.H. r I x 2 X 3/8 TUBe Mt;LUON JAMB (Ty?) l Tl,B( fo'IULLlON w=:- 'e < :,2 S>:Lr ~I ~~ ~ .8 X :/2 SELr ": APP ING SM$ r APP1NG SMS I ~ y==l i~ GE~ERAl (CONT): JAM~O~T;:) --\ ~ rr v==4 (c; , ~ , "f S4~L.ANi 3tTVErN "'- Io/[NDCV :"1..ANGES ~6 x l_i/~U1LtE~ ';APPING Sl'IS 2 < . < 3/. \! TU1JE' ~LJLllON ) ! 1000 S.H. __ i JAMB IT.'P) r ';;5) \1; \ '- f S(AI..ANi HC'ot'EEN "L. V1NDW F'L ~NGE:S " IollJll.l!JN - \IS X 1..l/2 S~U" ~ APPING s~:s SECTION A-A ( 1) 1 )( 2. 7/16 x ~/8 rl'BE: Ml1LdCN SEC~ION A-A (2) :000 S'HH;~~ ~. JAM! <T':'P) :1'--: 'f:- ~ 1 x 2 7/16. x 3/8 -,AM~O?T;~~ \1 --__/~_' TuBE Jo1ULUON ~~ 11-6 X 1/2 SELF' ~ I f:.. 118 X 1/2 SUF TAPP[~G SM$ TAPPINCi SMS n I , ~ ~ '''I 1::' , #9 X 1-1/2 S(LF~ T APPtNG SMS PERIMt"'"ER I... CA,UL~--., :' o-HERS \ \ \ ' ~I \ ~----"'" SCAl.ANT BtT"'"i'EE:N "'-L VJ1\j!lCv rLAN(j~ ~ (fS X 1-1/~ ~SU~UQN TAPPING $MS SECTiON A A (3) ! I I 'V 11' ~ ....... r :iEAlANT at: T'WEEN "'t- "'INDC'W rL..ANGO ~ I'Ull.lCN ijB X 1-1/~ SELF i APPING SMS SECTION A-A (4) Ll x 4 x 3/S TUBE I<4ULL ION ill! uoo SM.__,: 11 ..JAMB (Ti'P) \! II \ I i G ~a x 1/2 SElr ~ I ,'r~a X 1/2 SELF " rAPPING SM$ ,APPING SillS ~~ , ~,.., w ~:O ~,'~~ .Nt"iIJ/ "" I~ ~...J~ roJ:c. I<C!I"'; ~ I ~ OCJ 6 ~ Ic'd" E !:! ~~ a;...J i~ We: CAULK BE T\oIEEN ~ wl~1JO\J FLM4GE ! ~ PR[CAST Sill I >I !YULKEM 116 ~ ADHESIVE CAULK P~ECAST SkL-, OR APPROVED tOL BY OT"E'<S ',j ,\'; JAM~OO~T;?Mi \ j' x. XI'. FIl'C~E "ULLlON I I \ , ~ r==!I! n r== , r- I A 'fEW tr Dl #: t~ , Hf a I B t- ; ::lI tt: \ ?,J \<; B \~ '\," stALANT B(T\rE:EN '-L i.,.lNDCIJ F"LANG(S. &. KUlLlDN \- #8 x l. -1/'2 SELF T APP ING SIo1S SECTION A A (5) ~ ", Sf:AlANT BET'ltEN 'L..w1N:DC... r:..ANO('S " MUlr..lCN ~s X H/2 SELr ... A?P:NG SM$ SECT.ON A A (6) ~'\ J, Aiil(;,.,~;" ~ .t.. '~,p /~~ ~~'\\~a"f;'>:' ~'I) ./.(--; ~,' ~~ \ " {! / 1 I [<j15~ ! i(j J '. '" -,;-,,'+--':-' \ I. ,:,' \, ~41Z ,23 ;v) ,) ~ .~ ' ~\'l,..y ,~~' ..: '(#(~~~~~\:~~y~~.~ ~,<~ft~,J " ~ ~ " c.:~ ~d "z ~~ ~~ u , " S~ ~~ i IHi x i/2 SEU' T~PP::-.iG SMS r 1 X ~ X 3/9 L TU'3E ~ULLION lr--:Jt -IltlXl/2SEL.F i p.pprNCi SMS ~Il~ )AJol~OO?","yS:) \, r t x 2: x :;e \ _-----/..---. TUBE ~1JLLluN 1 F-r [ I !.cOO S.H. JAMB (l'Y?.> ELEVATION VIEWED FROM EXTERIOR , A..........J If .....l ';Jl .--\'> \ \ ~ S(.AJ..,Ar"T B(;"'''E:E:N ~ 'w'tNllCV ,RAf.\E ~"6 x ;-l/"a'" S~~ill~N r Aj>P.iNC $MS SECTION A A (2) HORIZONTAL SLIDER \-- ~ ~~~~~~T r~~1~~tN \ .. ~UlllC'" "-- Ita x l-l/C': S'ELF fA.?P(NG SMS SECTION A-A (1) 1 x: a 7/16 X ua Tt;3E f1ULLl'JN 1 X 8: 7/16 x 3/9 TuBE: MULLION ,----. i;<= I J ~ .8 < '/2 S<LF T APprNG SMS 'i ~ FRAME (FIN) $HE~-H~\iG -_____ i: ~ 1_ T\"O BY .,.1000 CA:.JlK Bt:T\vEEN BY Gn~(RS ~ I i~~ A BY LJi....(R$ w'INDO'''FIN~~ 1,'-'", $K(o.TI"HNG I!I- \~'~ \ I iNS' AlLA T ION ANCHOR I -... II ~'I I 'BS;l~~g ;;=710VN-......~-{ 1:1:1;!/'/,\- i ^ I O-HERS ---- 'IV \1/ \i I PERiME-E'i II !r====&1~. : CAULK III II I 3Y C-H(RS :1 'il jlJ I 'lIE;-- , SHIM AS REQ D GL~ZING (TYP) ~ i'f"l <SEE NeTES) (SEE NOTES) ~ 1 ~J III 'II, I FI~ TYPE \.n~DOW' FRAME HEADER i I I ) i ; 1')00 s,H'l ,A"B '1YP-'j l lOOO S H, -. ..A~1'B (";'Y?) \ ,. < :12 S<lf ~ i A?PING SMS ;=, ~ Ilf " l/A' MAX - '.'INDO\l ',.IUTH - - I S~,;; SPACE CAULK FET\I[E~ T'.'O BY '.JOD ~ I r >leNDO>l FI" ~-~;~:'~II!: Ix' '"'''''''' ~I/ \ "b, I I / \ EM1}ECMENT nrl :,~! I \("~CREW') i==== tt:=i= ~f( y' I ~LJi! I / I I i I ! / PERI~ETER I ;1 I / / C~ULK .J ! L Sd< A THING J' EY eTHERS I BY - JTHERS TYPE '.'I~DO'.. STUCCO OR I I FRA,"E ~A,~E SIDING By.J i'STAllATION ANCHCR O~~E~S -#8 >lOOD seRE''; SYQV' [ 1'-W~~TIO'w' \I:J-- ~ -, ~~d :ru", -11 ~~b r' II '" A---, ~1' ~c ini-. i HO-I '..I~DO\l ~ I 11'; // d Ea'_ALL Y HEIGHT i: // 1'1 / ~~~~g~s I r-IJr :1 f- .01 (TY?) Lt~1 ., 8 --d~ ,~, 0 i ~ ~ A',C"CR A --' ,-- S' ;IAX..J SPACING cry P ) (SEE BELO\l) I b' MAX (rY'" )-- - ELFVAT:ON 'ir[NED FROM EXTER:Ctl HEAD S'I' !, JAMB ANC'(]~ $.-'ACI~::; ~ , l(~ , SH~ (S[[ ~ 1/4' MAX r S";M SPACE \ ~ ~~~a~T r~~1~~C:N ~ ~9 X 1-1/2 r.s~~;llDN TA.PPING SI>1S SECTION A-A (3) f n1 < · < v. i rUBE 1-1L'L LION !000 S.H.l I JM;ll (TYP) \ , r..___ ,g X 1/2 SELF /' iAPPI"iG SMS 'I~ ';)7 ,'^"" "." J (S[[ ~OTES) = ! ~'a x 112 SELF TAPPING SMS '1 U ~ -,.., W ~CO 0.: ;-..ti"l "",N .N!")1t') Ig ~-' 6 I:iii:",,~ <('-'-'....(,11 00 v~ 0 ~ ~~ E~ o . i~ Wo: rz== I \~ ... ';5/ 7f c:-~~ \e; , \I INDO\,' Y€IGMT II I \ '. SI:ALANT 3e;Tvttl-l "--- ",INDO"" >RAJ.'IE .. ,'-l:l)LUCN Wa ~ 1-1/a S'ELF TA?PlNG SM$ SECTION A-A (5) \:'1" S~Al-ANT BE:",....SJ.:JIf "---L. '...INDO"" FRAME: & ML!lL:iCN l:IB X 1-~/2 SEl...F T APPING s~s SECTION A A (6) I i I I I ~"""" I CAJLK , BY OTY(RS t >1000 SCRE>I' 24' C C, ,~AX - _ i tnl : ';;)S;;- D P SECTiON 8-8 r-- NAIL' 7' O,C ~.,AX - 46 PSF TJ 7: "S" DO ~~AIL' l.O~ 0 C MAX - TCJ 45 ;:;r;- r p ;:-~N TYPE .~~ . In /'" \I[NDC'.' FRA,ME " :1 ~I '/ SilL I I , ,. II :1 L"'A'BLE SlL~ -------'SUli S-OOl.. BY "I, C-HERS I) , :I~' 1/4' S~I~ , I __ rSPACE ~AX ~' , ----L ;lli8r ~ -=-,AS REOD I' 'I~~ \ (SEE ~CTES) ., :'1A;..(' '. ,..:> L ;;:t ~~~ t:-"f'~' -" .J ~i~ \ :;: ~ / "~::'~~:"i~"~:~,~~::;'; REVI DESCRIPT:O:\ IDATE! INI FLORIDA EXTRUDERS INTERN~T!ONAL, IN,C :::il\Q ~~ (' "';~ ' REV'SED NO-, " I 2540 _EWETT LA/<:E ~aT"O BY '..000 --" 50; i / I t~~" t~ \ +~ B IAOO R!'OUREM~"O) ,0/1/031 RJA CER'nF1CAn: Of AU-~oR'ZAnON NO 9235 Sk'l1FORD FLORIDA ~ BY eTHERS ~~ u,;-!.:tu... ~ ~-11~z12'ijd IX~Es~~.H~,Soci,r;.~ <, I TITLE INSTALLATION DETAIL w/#8 SCREWS OR r-.AILS SECTiOr\) A-A ~" , .:', ,;, >>(%F l' C REVSf:D NO'E' ----r--,----R HORZ SLIDING FIN \>IIND[J',J - SJ::RIES ~OOO 8t '"t;~*,"...~>J:~l~" ..4........ IR2vISfD NO~ ~ ,~2/'a/'2']1 vA I r,' @~ <-fti .;' t~,~/ ITI-',E TO ,OEOl,CT, ' DRAW}l BY; BB APPROVED JjY, RJA '. ,.,"~~,:.-::.." .". ALTERNATE I i DATE, 12/10/03 [SCALE' N, T, S 'DWQ,: FlEX0028 SHEET I OF 2 IMPORTANT INFORMATION 8t. GENERAL NOTES These notes 3Ce prOVided to ecsure proper ,",tallatlon of Florida Extruders Milestone products and must be (ollowed fL;lly GENERAL INSTALLATION INSTRUC110NS ,.- lOCO P -.; I:J(SlGNER r IJOO ? VJDES:GNER I SILL C:"Y?) I SlLL <TY?) I r,a < )/4 SELf J / '8 < 3/4 SELf / Tf\PPING SM$ II / ":"APflING SMS ".. "" ,~I~~ r .Ii il t x 2 X ~/9 I 1 X 2 it: 3/8 Tu:SE ~lJlLlCN I TUBE" ~UlUON L rr.& If SOLANT 9f:TVEiN L I \ 'I ~ i IIJ I ~:~:::'~JJNlANGES i \ I S(ALAN1 S(NE(:N...l I ~ 48 X 3/4 SElf ~a x 3/4 S(LF :1~eP~rc~LANG(S '-woo S~. TAPPING SMS Lwoc S,H, iAPP[:>iG SI'1S HEAD (TY?) t-lEAD (iY?.) SEALANT j}(.....t:E:N ( ) SECTION A A (2) \:N"O~ "LANGES SECTION A-A ' ,- So ~UlLION I JOOO ?o' nESIGNER I \Goo ?,~J:JESJGNER , SILL <T::)'t, )(4 SELr , S[L~T::>';( JJ4: SElF / "'APPINC SMS 1 X 2 7/16 x ~/a ~ / TA.pprNG SMS 1 X 2 7/r6 x 3/e 1"" 1111 "II r 'u~E _ULUON cNlr "" II r TU~E "ULLlON .11 II I SEALANr .. '~EE,_ \. /, L' 11: I stALANT 9ET'WEf:N , - 'L . J I ~!~Ei:~10~:"ANG( \L.... ...:NDCV PlANGES _ __ I JLLJ · "ULUON I l I II r ""-,a x 3/' S(l< r ""-~8 X 3/. SELF "- lOCO S H. T APP1NG Sl-lS '-- lDCO S.H. TAPPING SM$ Ht.AD (TYP), H[AD (iY?)' SCALA.' BETYEEN S>CTION A-A (3) SECTION A-A (4) \ V)NDCY FLANGES It. ~ULLJTJN ,.-1000 P ',y'.;DESrGNER SCA(.ANi .B(Tvtf:.N r 1ClOO ~.I,,'.JDES1GNER I SILL <1"YP) 'w':NDO'w" _lANGES - I slLL (T.'eP)v 3/' SCLc /'48 x )/4 SELF" f-lULLlON / " ... <;. T \ PI G SNS I :APPING SHS 1 v , v 3'a rAP ~ 1 X 4 X va r ^..,.. , iH III '" ii r ME HcLUON li'''llf \fl) 11 lUBE "ULUON \,! Li II ~ r I l Iii ~ lie x 3/'- SELc;" '-- leva S H, ,. APPING SM$ HEAll cry?) SEC,ION A-A (5) 1) SHIM AS REQ'D, ,~T EACH INSTALLATION ANCHOR WITH LOAD BEARING SHlM, ~IAX, ALLOWA8LE SHIM STACK TO 9E 1/4", APPLY A BEAD Of YULKb'l116 ADHESIVE CAULK OR APPROVED EQUAL AT THE FASTE~E~ _OCATION PRIOR TO I~SERTING THE SHIM TO ADHERE THE SHIM TO ;HE SUBSTRATE AND/OR '.v:NDOW FRAME, RJLL BEARI~G BETWEEN THE SHIM, SU8STRATE AND WINDOW FRAME ARE REQU I RE D 2) USE SIUCON!ZED ACRYLIC CAULK 8EHIND WINOOW FIN AT HEAD, SILL 8< JAM8S, 3) USE SILICO~IZED ACRYUC CAULK FOR PERIMETER SEAL AROUND EXTERIOR Of WINDOW FRANE, 4) WJ~DO'.'i FRA,'IE MATERIAL: ALUMINUM AUOY 6063, !-'.jSTALLATlCN ANCHOR _ 48 \lOOD SCRE>I SHO'.'N ---~, S~UCCO :JR _, ...., SID6~3E~~ -I ' [SEE SHEET 2 FCR COI'jTJNUATION Of NOTES] CAULK B[T''/EEN 'WI~DO\,' FIN ~ Sf-!EA n,ING SH(ATH[NG BY OTHERS DETAIL C I ~ : i I il I jll! 0 0 iMUlLJONJ I , i I I~ ~ AUX!lIARY ?' ATE! APPU(S TO HEAD & SlLL WHERE ,~ X 4" r ~Ol~~ ~+y~~(SIGNER '~lf Ar:.u'-lC1<AL ~c~~s 'w1'E~ RE:QI.,J"'!:fP I &: 2" X 4-'" Tl'8t: MUL..JON$ ARE USeO lI1.~ ., YO"'I) 1;_0"l0_~ 1 I ~ t "-APPING SM'$' r $1-1EA ~HING i'J"111 '''!1 -1'2Xl/8 ~ i 'X2<3' I) r-" ~,Y / 'l,E "UlLlON ,\r -r;U3( "0'''''':' / , }~ ~: ,!:""".l~,' _~. L I <L" I : 0_0_0, ,~ _ m'~ l'<S~AllATION ANCI-<S~~E~ (~~~~ 1.-..-, " 'lUl'_JON " I \ ' I 1.....-- EXI(Rt,Al ~ULllCN \ I ~ IN'STA,-LA1I!JN CLIP I .;'"'c9 eB; OVTOH~~.S....-j I i ) SEAe'" B<'U",J : ,. < 3/' SEc- ~ ,a < 3 '4 't" I '"' " <..'"'< ~l~~:~lC~lANGn \.-l:OOSr<-. 1APPlt'<GS~Sr "-lOCOSH. T~?P!NGS:S~ I / 1'/ ~A:D (fyP) HeAD (TrP) L-...- i+- ~II r-:ULL.1CN SEAL~NT 3PI,'EEN ,_ I \ 'oINDOV "lA"Gn SECTiON A-A (1) SECT'ON A-A (2) r !lee ? O:JES!GNER I '"' \ · 'UC'"ON 11000 ?'/DESI~NER ' - 1:000 ?o'/DES!GNtR ~' SJU, ,,'P) I "I : ~ (~~ \ I Sill rrp, I SilL (1Y?) r,e < 3/4 SEc" :1 I' I ~, '/ We- A\ ~\ ' \ l /'. < 3,4 SEL' /,'a < 3/4 SEL" I / ,"pe(NQ S_Sf; i \ TAPPI~G S~S n TAPPING $M$ ,'- 2: x .. ;( 3/8 I I f\L \J \ JE III "1! / ~:./ M~~~61d~ l '.i{lJH III "II;; :~:~:L:6:: ~:r 'W II 'c~< INUiLLlCNi I JI! ~ ~ll &L- Af / ./1 L Ii '\'L'''' 't'Vt<N ILl ] I ~;;-~~~'o_."c0 I ,JIB -,' \~ ~'~BE~Ja~~A"'GES , &: IAIJ\..<)"- \ ~ I ~ E.M.a(D,'.jE~T ~ \i'EWm -"ROM EXT[.~IOA Qf:IA!LB i:~L. ~ iO /)~ teSi'-tJ(~~r;.ES \~: G~EO ',-- .'." ::,1,'1',1," t_ ,~, \":';';';';11" .~ k I I _"''''-[?" HEAD (1'?) HEAD (ryP) ~.. < 3" SEJ ,,A,,Al,, ~ ~1~~~'f rr.~~~gN ~CTION A-L(;U SECT!ON A-A (4) \ TAPPING SMS ~ ffiX' - ~$ :~'i~(~C"Ojl; \ l. ~ULLlCN _ lOCO S.H. SECT!ON A-A (7) II \ ~(:~:z, ~l.lP \ I ~OQO F> V,/DES1GN(R SEALANT BETI,''E:(N r 1000 ?,III'/DESJGNER HEf.\D (Tl?) \ ! SILL <iY?) :l~~C'ttNlANGE~, SILL (n?) I 1 \ ~ /'~S: X 3/4 SELl"" I /,!~e x 3,4 S(lF , \ .,. ~PPING SM$ l 1 APP L\jG S/o1$ N<J'j"e A. 8IQ-:I<.. F' E i .-! va' I'\tN, \ r 1 x .. x us I r 1 x -4 x 318 548 a Hwy n ------j f t"BtL."t:I-I" Jr"l1r --lrifll I "U3€: ~vLllDN Irff11il \)11 II/TuBE: "VL~:;N JteT:;c~~~~e~? 3;Id~J \ /1\"111 i \r -; ; ~h~mPo~ ~'l*TRUDERS ~i~~~i~~Ro~~f I,Jp~" O"'C' .'~R,m. TIC' . /~,'; >-~ !n~ ;;::;;:;;:;;~~::;;;;::::;;i,:',:, ~"." ,,,''''~ ~"o". '''~" P~~l": HEAD (TY?) rlEAD (Ty,:>) :'("CI ~\ '~v 'DRAWN'SYI"1SH I APPROVED BY, \.('AB SECTION A A (5) SECrON A-A (6) ,~; 'DATE 12/1/03 ISCALE:NTS IDW() , lHMrLN ~''-- ~tl9 X 3/4 SELF .. APPING SMS lOCO S,;.I. r<EAD (TYP.) SECTION A-A (6) r- tOOO ?" /DES1G,"'E~ SILL CT'rP) * .-.1 +- IX OR I 2X MU'_L r~gX3/4SEL- / T APP I~G $~S , : v----- I"TER~,AL CLIP !, L ~~ J L lX ,:R 2X MU'_L (TYP) It. ri .--\" s5~~;~~ ~t~~~i~ J/ !. "IL'lllDN ~ , S"tALANT 3f"'IoiEE:N ~ / 'J1NDO'.,' '-UNGES' --...J,/ a. ~ULlIDN lt$ x 1-1/2 SEU' T~PP:~G $oMS A-A (1) \'--.1*9 X )-1/2 SL~F :- APprNG s:~s SECTION SECTION A ,A (2) ri,(27/,6X.!S '000 S" _ 4 Tv"3( ~ULLlwN ~ 1 X 2 'liS X 3/9 . "Jf LCOO SH,'"""'! T:../tle: !.iULL1DN ~AMB '1'P) , ~_ JAi>1B 'HP) \ l Al ..-- ,. < :/2 S<cF ~ n 'r. .a X 1/2 SELF .- APPING SMS "'..- APPING SNS ~ :: ~ ~ 'j~ 1/ ~ / SEALANT llEiVEEN 1"I1N!lO'W :-L,IINljES " MLtLlJON SECTION A-A A0 II~ j:p,~ ! \19 StLF lAPP:NG: / S~S <T'1'? > ,co s~~;~~ }i:~a~~ .J,,/ Il. "ULUON ~ StAl.~N; >>tT....ttN ,./ V lN1JCv .LANGES -V &, ~UlUCN 11-13 X 1-1/2 snr A-A (31'A?PINQ S"S ~-II-a x: 1-1/2 SelF ""APP{NG S'/OlS SECTION SECTiON A-A (4-) ; I · 'I :,;,,\;,,~,~ ; j: _~,~g(l~nS?H)~i ' , I' 'I ' :1 'Jt.. X ,'~ SELr TAPPING SMS II r 11 :1 11 "------;ir 1 < 4 X 3/. ! 1'---' ,.....BE MlJlUDN il I II I :000 S.I-\. I I JAHB <ry?) l I, I .,1 " I, Ii I w=: OB x 112 SEL< I, _,.., ':'APPING SMS I~ r--.. r:: ~ "ifl I..,N~'" !~f~~ II~COi ~ ~ ~ g ~ 1>-'" t:::J I;l; Gu: ~~) .~ . ",\;."-' a --.J ~ VIEWED ~ROM EXT E,Ql0R :"i " ::\O~,.." ..,.,,;, ~"" ""~I\t FLORIDA EXTRUDERS1~~~~sR?EW'~i SA.'lFORD FLORIDA Tl1U'SER 1000/1500 FLANGE Sr<EET 1 OF 2 VERTICAL MULLION I~TO r<ORIZONTAl I I SE!:: QTr<ER S; DE (Sr<EET 2 OF 2) FOR I JESlG:N PRESSURE CAPACITIES 'DRA"~1 BY, I~SH I APPROVED BY: ."AB I DATE: 12/ 1/03 I SCALE: NTS IDWO: 1 VMHMFLG n r~ 1 .--\'> s:::~;a~ R1~6~~ j/ I!. ~ULLlCN \. s~~~a~ ~1~~6~f ~ " MULL ION 148 X L-Jj2 S€:LF ~s x: 1~1/2 St:LF "APPWG s~s ":'APPING $l-1S A-A (5) SEC:ION A A (6) SECTION I I I ~M~~~ d , I i = .... r== St:....LAN,. Bt "'Vli:.E:N 'oIINDC'.... r'~ANQE:S .. W.A.LlQN SECTION A-A (7) l!lltllJ....L. ''\- ~ , \ II~ rll I A i A , _l> Its: S[U TAPPING S!o1S (TY?) ~ yrEW€D FROM EXTERIOR "..' , ".., C > ,.. I( , :Z: ,'~:':>; .~~', " ,~~j(!'t';,j:> 1 1/B" Ml.~. (MB[.!JMe:;.jT & I I A ONE DY ''0/00] 3UOK " OTHERS ~ . d \ _ ____ e,:..:..== / CONCRE~e:: DR MASOI'lRY 3Y IJTHERS d I '? I ; ~L :N:>~ALLATt:N ANCHOR 3Ji&' DrA. ": iloPCQN SeRe',," ANCl-iCR t,n,:> > (X'TERNAI... ,,"VlL1CN lNSTALLA"TlQN CUP I MULLlCN /i S. -'-V- TYPICAL MUlL'ON TO CONCRGE @ HEAD (APPUES TO dEAD de SILL WHERE 1" X . &: 2" X 4" 7USt: Ml)l..:'JOI',$ ARE GSEO) :::JJ DETAIL B ~ ~11 rlNSTALLATION ~NC~CR i I ~~~r~ :J~~c~~~C~~P) I 'J\~ f rRL Cl~ [ ,~ l/~~ ~lN. "(j EMEEZi~E~ T "'-- PR[C,e,ST sr-:l SY OfH::-r AUX,'i lARY P~TE (FOR ADDl-lCNAL AI'<CJ.oORS, I"iHe;... RE~U~R:ED) w (;l :r: ~ ~ I-.(/) :i: (.0 (;lZw <((.OM (/)~Qo O:::N<.l:l . 01-0 OM~ 8Jzctu wS!2f&Li W<(~(;l J:J:'l:1:. Zl-LLZ I-I-..JIJJ at28i3 o::l.1..L1.O- ZWa.....J OOuiz l.U9(/)S(/)l1..zO-IJJ WZ(/)enZOO ~C J:~ZwQ:::Ji=Zcr: 1-0:5J:(/)ctO::::::J Ol.1..Za.I-$w0003 <( J: W (/) a. a: . I-W:;;!I-O:::O....JtQ-I fJ)"........- <(...l W '-' IX 3: (") Z 0::: . UJ enO::) Oct::)<~ W::::Jf->-OOI-..JJ: J:?;Ua:"'wUa:O I-O:::l""'J:Z~<;;:; _0:::""'1-(,:)0:::00:::; 8~ti;8~u;tnDD &1 ! , o -j 8 ~ 1 ...j .... I -,-~ MULLION ~ 8 iFLORIDA EXTRUDERSI~~~~~ii?t#'Llli~ SA.'1FORD nORlDA 111TI'l'LE:SER 1000/1500 F'~A'jGE SHEET 1 OF 2 vERTICAL MULLION SECTIONS I SEE OTHER SIDE (SHEET 2 OF 2) FOR i DESIGN PREsSURE CAPACITIrs [DRAWN BY, MSH APPROVED BY: ',lAB 'DATE: 12/ 1/03 !SCALE: NTS 'DYfG: 1 VMFlG ~\la BY \lOOD ~ .uc~ BY OTHERS ---- t- DETAIL C I . '~ . , -<- ; ! i \ ~SYEA-HING : I~ t...S.....~...A..!:::N ANCl1[JR itS ',-'DOX Ii \_ SCfU:V CTYP) J 8- I - EXit:r<',AL I1UlLJ1JN ~.....f<-' lNSTAI..J....!.I,~lDN C:.IP :>fULL !ON V APPLIES '1'"0 HEAD &c. SILL ',.'(l1ERE l' X 4ft de 2' X 4' Ti;BE MULlIONS ARE usm ? I . I I . #9 X l/.? SE:t..F TAPPING S~S l & A 1YPICAl MULLION TO CONCRElE 'j) JAMB ~ (APP~...IES TO JAMB WHERE ,- x 4" 1 J~A!L.. a " 2' < 4" 'uBE MVl..lONS 'R< 'Jsm) "l I CONCRETE" CR MASCNR'l' -.......' I ~ i BY QTHERS "I I I '\ ! 1 'N"'LLATlON 'NCHO. )/,&' 'lA, , APt:ON SCR'E',( ANC.../CR C'fP,) Ir~ EX"':'E~NAl "lULUON ONe:. BY voo~~' INSTi'lLI.ATrcN CUP BUC1( BY DiHERS ':l I~ I l~ I I '- l'iUlLION \ - -q~ I L- 1 1/4' ~lN EJ.I:BEJ;.l(NT toOO S.H, HEAl) <TYP'> ""-tte x 3/4 SELF T APPfNG s~s SECTION A A (7) ~~ i~ \. i L- A I :1& II I I Woyne A, 810.:\(. P.E 548 S Hwy 27 Clermont, Fl .3471 1 FL Liceose No, 52583 '."',,., I I I I I I ,'^. :. I I : I FLORIDA EXTRUDERS I~1~~tWEW'~k I SA,NFORD FLORIDfi ITITLE SER, 1000/1500 Fl.A~GE SHEET 1 OF 2 HO~IZONTAL MULLION SECTJDNS ~ 'i'!''HEC <ROM EXTERIOR SEE OTHER SIDE (SHEET 2 OF 2) FC~ DESIGN PRESSURE SAPACITIES ':~ :,' DRAWN BY: MSH I APPROVED BY, ';AB DATE' I? /1/03 : SCALE: NTS TDW:;,: 1 HMFLG ~~....J Cl)1U~ Q,)._ 0 Q,)(,)U; ~ ~ ~ I tJ) ~ tJ)C'lJa. ~ fa ~ ca'- i= .,.(/)O::: OQ)W e1:SU ~ C2/ ~ ~ ~~/G; iQ .= Id'J ~<(CO i75 W o (,:) Z i3 ....J S en .~(tJ ~ ell (9 J) o z - O'l o (") C'-J o CO ....: C9 ~ I- i'- N O(/)~ E '<to:::O::: O Wo (f) ~WJ: ~ u.:~~ ffi (")0 l!) (,:) ct "'z ~~~W6 c(") ,....JW CO....J<<;tctl- 0.... LL .-I 0::: ct .-I CO::)U , CO" ~ I- - to (/)~OU~.-I a. '<t ~ I- O'l .-100:::0:::' l!) a.J: I- W 0 CJ'l <(a. (/)UZ ,(ll\ \ / ~\I7\- -; =~ I '> : FLANGE TYPE C?Ji I '. WDD... FRAME ' , ...M1B :AULK BE TVEtN 1'1 . i ',,/~NDO'w' FLANGE. , . \ .,. ~ \JoOD BUCK PERiMETER ~..: I ' CAULK, II '. V BY CTH(R.S \" ('.INDO'.' '.ID"H)-~ i \ I ST'uCCO BY OrHERS ------' CAJU< BET\oIt:E::J ! CONe'?E"E DR SECT 0 "'DDD BUCK ~ I flASONRY OPE"ING "N B - B '<AS'Y OPE'T~G J BY OT..,f:;;(S \ 3'1' O....HERS CCNCRETE DR ~ ~ MASONRY OP'ENI~G , . q BY OTHERS I :-3/B' r~ v---~, i-<JN EMF ' i...-/ ~ ~ 2X4, 2XO, 2<S '''!JOD BUCK r ~ .i'-.. -- BY OTHERS 'SEe NOTE 15 ~ 23)~ JI i'... I ............. ONE BY 'WOOD BUCK 3' O~HERS (OPTIONAL> (NOTE S, 7 o."'c;j I SA) r1-J JNST AlLA TJON AcNCHOR .. , I #10 >lODD SeRE'.' (NO-E :6 o,-eI coA) j ! ~~ FIN TYPE , ~'>fL >lINDO'w' FRA"'E ! " ., SILL PERIMETER i ., , I MARBlE SIc~ B- O~~~~~ '\ ,~' It L ~~og~HERS I _ \r,i II ~ T'.o BY '';O.O~ INSTALLATION A,NCHOR 'f'<, i I -------- -- BY O~YERS .B IIOOD SC'?E. SHOVN --==t-' .. I i I --...... , ..., ----, ". 'JI i BY ~i~~~~ ----- . 1'J' I CAULK BET\lEEN j I '.INDO'.' I'lN SHEATHING ; ~ SHEATHING BY OTHERS _ f-l'"lN, E,'BETIMENT (',.IOOTI SCREV) SECTION 8 S 1 11 r-lNSiAlLA~JCN ;l"'.Cj.oO~ I lJ: 3.1t6' !).;A. ,APeeN : I SCREW' ANCr:CR 'onf>'.> ___F~~l/SlLL 'L~ I J l ;/4-' M~N, Q tMjj:e:DI1~N" ""- PRECA$ ~ S I::!. a '( OTi-';;;RS ! ! ~~ (FD~ ADJ)H1CN.4t. ANCroGRS, I.'....E;,I( ~EQvlRtD' 2X4X31S--.. i TUBE _UcUON HI ' 1000 SH,\ I, I JAM! (TY?.) \ I ~ I~ ~... -f~~ APPLJE:S TO HEAD & SILL WHERE ,.. X 2 ~ & ,. X 2 7/18" T:.;8-E ~hJL:.JONS ARE :"SED DETAJL B r::eS:~~;T~g~~"CF. I~~II ;:~ /Jj "'-I -J--l 1 VO' "',_, __.p< -L E;M3E'DMt:NT 'HEArn;" I 1>< [----r i ',,-00ll F~AAlt-G AJXIUARY PLATE (FaR: AD!)J7l!JNAL ANCHDRS, .....'-IEN R'EGVJRE.D) 0- rJ.e-~ i .S SEL. TAPPING.../" \, -{ I I I' S"'S: cry?) "'- ~ ~ULL1DN : YIEVIEOrLFo:~~o~ERICR I ~ -I ['tDIt.. :;" IFLORIDA EXTRUDERS ~~N~li%'#'r..mi :,; ":>' ~~, SANFORD FLORIDA ;" .. TI'l'LE:SER 1000/1500 FIN SHEET 1 OF r . ;,; . i,. I VERT 1 CAL ~1ULLl 0:-': SEC~ 1O'-:S , :',:, SEE OTHER SIDE (SWEE- 2 or 2) FOR DESIGN PRESSURE CAPACITIES " , : ii': iORAWN BY: HSH I APPROVED BY .lAB "/'i,;,....,-,A" ,,:': ;i" /'i 10ATEi 12/ 1/03 I SCALE, NT S :DWO,: 1 VMF I N \<; , ~ It; \ ':51 \ ...... ------St"-ANT OP\I€EN ~~ #8 X 1-~/e S'E...r.J. Vn<tDC'w' n.flNGES ~ ~l~~~~T r~~~~t:tN TAPPING SMS .. ~ULL10N .e < :'J'2' ;E~~:ON SEC'ION A-A (7) "'A?P(NG S!>1S ~~..... SECTION A-A (4) r1X4'!.3/8 h "Ull( Io1ULL.!ON r=-.I I I "At-l~C?T~:; -; I il I il II ....J y ~~, X 112 SELr , I ~APP!NO SNS r- woo P.'1I,/'{]ESIGNf:R ~ SILL (TVP,) / :~S x 3/' SELr ~ APF>rNG SM$ r2X4X3J$ , II '" II 'UDE ~ULLlDN I ~ I , L, JI I ~ Iii' z o j:: ::) ..J o en z '" en !JJ C < o 02 o it z o - Ul - > - Q <( CJ - ~ o .J IJ.. ..J <( ~ I- Z W Z U 0 o \0 C\l 1.O C\l oM (J) Z o (J) > W c:: w ~ <! Z Z <! ....J Q.. CJ) ~ - <( I- W o SHEET NO. S-14 LAST PLOT DATE October 11, 2004 - ....J <i IX I- 2: o (/) (/) W o U ~~ ~~ ~~ ~C!; <(....J (") (") 0:: l.1.. '" '" ~ ~. ~ ~ (/) Q.. co co l!) 0 r-:. r-:. '<ta.OO (j) <( '<t '<t - z Q <<;t o o C'-J .-I .-I .... (\) ,Q 8 u o LJ ~ o o o \0 w r- :J Ul o .q .... t' .... t' I N 0\ U1 o I \0 0\ r1 \0 r1 t' I ..I r1 IJ.. .... ~ 0- I ~ I- a > ..I OJ w ct o I [fl r- [fl w ~ ro I .... o z ~ ~(/)~ 0 (/)I- Ujf- (/) W :::; oZ(/)::!<l: 00-0::> z~1:::::(/) <tNW~;:;: ~rl~OO zo:ooo ~OWwU <tLJ.. -'r- ~O~~Z O:::;~(/)~ ~~tO~ ~~<l:~B w () 2: o >-8:z ZI-O_ <(Z ZW~ -(/)> oz6 Wo<( UUo ~ - OZo::: oWo 0:::1-....J a.t::l.1.. WO:::....J O:::~<( wwIX enJ:~ I-I-w Ol-U Z :;) ~' >-~~ <(1-0 :;;::;;u z;;> <!O:::W ...Jw2: a.zo (/)ZJ: -<((/) ~2:~ f- a z f- I (!J 0::: >- 0... o () a. 0::: o u W :2: o I (/) ~ (") o o C'-J @ WINDOW INSTALLATION INSTRUCTIONS (MilESTONE) ~~~ ~[l' en 10 ~ iQ =:::l 0 ~'(3 ~ ~ <( aJ ~~8:83 I fJ) ~ 0 en~n..~ ,..'It. c @ ~ '0.0 IT: 9 CQ..... - -..J ... ~ tr ffi <i ,.......,W 0::: 'WI "C U I-- E ~ ~ ~ +- ~ (/) .. / (/) W ~/ ~ g ('I) ~ >< r-+' ~'uj ~ ~ is LY: <..::H"J ('I") <:t z('l") ('1")0 r~" (t <l::....J ('1")('1") D::: LL N N o . do ~ 1,/),;2 00 00 n.. 00 00 l!) 0 "- "- <:t n.. 0 0 W (9 L.. r:J'l <( <:t <:t W 2 LL<(D::: "0 r:r: 0 w LLLL ~W"""I-- o~z ~-O:::> x~O:::O O:::>LLU D:::ozU n.."""w<( n..~~ <(0<(1-- WD:::I--O O:::LLwZ <(zo:::o Ow-<O W~(/)o I--;::ZZ gwQ<( OD:::I,/)w <l::Z~ ~(/)W<l::z <.::lZ~8:o ~Qooi= 01,/)r:r:1--C) 06JQ~:J LL"""o:::()n.. w::=wOn.. D:::ol--....J<( -< zro....J :::>~-D:::~ O~ 1,/)"0 ~<( I,/)O:::....J........ ....Jw....Jo ....J>~zO::: <(0) <l:: 0 MASONRY INSTALLATION l.LJ o I- o Z l.LJ (!:l ~ o e l.LJ 0:::: <( ::::) o (f) D CONCRETE OR ~ ~ ~ ~ HASONRY OPENING 2X4, 2X6, OR 2X8 'wOOD ~~ /' ~-(' BY OTHERS BY OTHERS (NOTE 6) I / 'I I \ I~~STALLA TIO~0 ANCHOR I \ / ~ \ #8 \.'oDD SCREI,./ CT fP) : \ \ CAULK BET\..;EEN (NOTE 23)\ X ~I HOOK, STRIP S, (ANCHORS SHO\vN IN SAr1E t\ 'wOOD BUCK PLANE FOR CLARITY ONLY X HOOk STRIP Ai'ICHOR HOLES I ~ SPACED 2' APART ONl 1/8' MI~~'-.., OPPOSITE FLANGES.> ''''7 "\ / EMBEDMENT '-.." I \ (np) <J '" SLIDING GLASS DOOR -", I \ 1<]1 L'J t\ I . '" HOOK STRIP '" 1 <. f1 ~ \[I? \ ,(" 'I ( . & TEMPERED GLASS7 [ L "/.,~ ~r <TYP) IL =;;;= ~ L Is;:;- STUCCO ~~ BY OTHERS ~~ I SLIDING GLASS DOOR ~ INTERLOCK HOOK STRIP DET pIL IMPORTANT INFORMATION & GENERAL NOTES CAULK BET'WEU~ INSTALLATION ANCHOR INSTALLATIOt\) ANCHOR 'WOOD BUCK 8. 3/16' DIA, TAPPER #8 \";OOD SCREw (TYP, \JHERE MAS'Y, OPENING (NOTE 17) TAPPERS ARE NOT 7 BY OTHERS \ CONCRETE DR ONE BY \.;ooD REQ'D, - ~JOTE 22) MASONRY OPENIN'~G ',....- BUCK BY OTHERS ~ CAULK BEH,IEEN BY OTHERSl (NOTE 11 ~ 12) DOOR FLANGE - \ SHIM AS ,,6, 8< wOOD BUCK REQ'D ~ ~ PERH-1ETER (SEE :7 SLIDING GLASS "- CAULK BY NOTES) I DOOR FRAME \ ----, v'll 1/4' (vjIN, JAMB OTHERS EHBEDMENT .. 1/4' HAX \ 'V . 1 t> _ I SHIM SPACE ~ I -",\ - ~..< ==-- It, ~ U I STUCCO ~ ~ , I BY OTHERS ~,~ ~ ~ ~ j'"i .!1 II tJ ~~ _ TEMPERED GLASS ~l!! CTYP,) 1 I -- -114' MAX SHIM SPACE 1 1/4' HIN, 1----+\- EMBEDMENT '6 ONE BY I,./OOD /- BUCK BY OTHERS , / (NOTE 11 8. 1~ ~ ~ 1\ CAULK BETI,./EEN ~ I l,./oDD BUCK & I ______ MAS'Y, OPENING '~ BY OTHERS ___ SHIM AS REQ(D, (SEE NOTES) ~ I~ ~ ~ INSTALLATION ANCHOR 3/16' DIA. TAPPER (l'WTE VI q ...----------CAULK BET\";EEN ~ DOOR FLANGE ~. 8< \';ODD BUCK PERIMETER ."".~.. ~ CAULK BY ------ CONCRETE DR OTHERS :.~ \- MASONRY OPENING '............... SG,D, 'WIDTH _ BY OTHERS STUCCO BY OTHERS '~, -<i;: 3/4' MAX, 17) INSTALLATION ANCHOR #8 SCRE\.! 'w'OOD (TYP I,./HERE TAPPERS ARE NOT REQ'D, - NOTE 22) w <.::l 0 I: z: 00 1--. U) 3: ~ ~ <.::l Z w <l:: IJ).-i .^' zoo:: ~ IJ) w, (/)__0 0 - Z 0::01--0 '?JO [jJ~()U w!:!1~ii 0 ZI--U:~ I:I:'ll:. ~ _ U) - Z I-- I-- ..I UJ :;) t.::l Ddrl i5 D::: LL LA. a. ...J zWn.....J oOujz 0 WOI,/)SU)LLZo..UJ (I) wz(/)COZOO ~Q I:~zwQwi=zo:: Z ~~:S~~~f5~15 C-' o -< n.. I: GJ i75 n.. ~ . iij tnw~t::D:::o....Jm: C wgr:r:~O('l")Z~"':UJ _ cow:::> <(:::>....<..... w.....JI--~~OI--..JJ: 0 I~Ua.. wutXC,) ~ l--o~~2=6~~i 0 8 ~ tn 8 3: U5 t? DO ri r:J'l o ('I") 6 Z 00 g ...: C9 <l:: I-- 6U)t:::! g ~ffif5 Vl <(wI: g; LL~5 ""o('l")l!)<.::l-< u.; NZ ... ~~~w~ 15 C::('I")<t~w .8 ~....J--,,,,,I-- U O LL " u.. -< -ri 0 00:::>0 , cO "- I-- - (0 (/)~OU!:!::M Q. <:t :::> I-- (j) W -rio D:::D:::.I-- L() Q. I: I-- W 0 -< O'l -< n.. I,/) 0 Z 0 SLIDING GLASS L. DOOR FRAHE HEAD " <:t o o N -ri- -ri , ~ TEMPERED GLASS <TYP) SECTION A-A SECTION B- B These notes are proVided to ensure proper installation of Florida Extruders Milestone products and must be followed fully, ".., DOOR HEIGHT GENERAL INSTALLATION INSTRUCTIONS Al i I ~~ BIB 1& & CAULKING AT FASTENER HOLES REQUIRED (SEE NOTE 2), \ SLIDING GLASS DOOR FRAME SILL 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 SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD & JAMBS. LIBERALLY APPLY SILlCONIZED ACRYLIC CAULKING UNDER SILL OR SET SILL IN BED OF WET CONCRETE, CAULK BETVvEEN BACK CORNER OF SILL RISER AND CONCRETE, CAULK ALL FASTENER HOLES PRIOR TO INSTALLING FASTENER AND AROUND HEAD AFTER 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 MATERlAL: ALUMINUM 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 FOC, SEmON 1707.4.42 AND THE ENGINEER OF RECORD'S DETAILS, 7) FLORlDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOWN, THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 500 AND 2000 SERIES SLIDING GLASS DOORS, 8) WHERE "X" REPRESENTS MOVING PANEL AND "0" REPRESENTS FIXED PANEL, APPROVED CONFIGURATIONS ARE AS LISTED ON THE ANCHOR INSTALLATION CHART, CAULKING & REQUIRED I (SEE r~OTE 2) J ~ o o Z\D o W I- ~::JO > U1 ~ t' o ci .... [' > I N <{ -l I1t III CJ[l]O I - \D m ~ W ('l'] \D D~[Y]t' o I ...J I ..J ('l'] LL U1 lL .... ...J I- <! 00 <{U1[l' ~~~.... Z . I- W Z [J 0 o \D :;; 1'--'1 .,,--, & I A.-J EXTERIOR ELEV A TIO~'J 2 PANEL DOOR SHOwN (SEE NOTES 8, 9 8. 10) nil". Ii: 1/2' .6 -. .ol t>- I \;> I EMBEDMEi'H J 1-114' MIN, I t & 1/4' MAX SI-IlM SPACE] , ~ t q I If , ~: If · ~ . .6 t> " [SEE SHEET 2 FOR CONTINUATION OF NOTES] IN;ALLATIDN :NCHOR\ .6 #8 ''>'IIOon SCREw V/PLASTIC ANCHOR CTYP, ItIHERE ,6, TAPPERS ARE NOT REQ'D. \ ~ SEE NOTE 22) --.J I LlBERALL Y APPL Y i CAULKING UNDER SILL OR SET SILL IN BED or CONCRETE (SEE NOTE 2), SHIM AS REQUIRED ($EE NOTE 1> ~ ~,~~ ~ M-la/f<" ,~~.~'~'.t "' "'... .'.iftlfJ: ~ <,: -;f ,'if"",~ O>f,~ 'Ui1 \:" t' (. 4'.,t.;::;;.;: ~ r.: \ .j//~~" %!?,,<'# ~ >f ii },,~ i 'r,j;( i'j(ft 'i'l/trt . ~. t, ; ~ , /..,~ ,,~"'" ....'. t" (, .. , ~NNMMM-t~,,,,,. f ~".' ~, .--J'''' (0'" 1$. . mkAZ ..few";!,) ~~ '~~ " rffhw'J ,',,' :f" :r~ ~fj*,~ l' ~ \:~.m'r;~' ...- ~f ?i~,."'~~' '~<<i~P~' , ,:' ~i.,',AJt6$,~.i' ~ '~ ~ ~ l' ,,1', '" ".r;.~~~. ,~.: ." .','/$1"'.1'10, ;,fil\,~, ". 'I, ;bUI"~j;! .. ~,(y ''''...''-.j"....,'...,,'~::.,<~.~'''"'' :>- I>~ \ L l N ,", :..ur--. '0'> Cl..'<l- 0' ,,,,0 ;;>2 o::w o(/) ::ii, 2 <(w ,0 "'::J f-w 25 a.. @~ REV DESCRIPTION DATE INI FLORIDA EXTI~UDEr~S IN!ERN~TlONAL, INC REVISED NOrS 1 2 3 6, RJ^ 2:)40 JEWETT LANE B 11, 12, 13, ~6, 22.'23' ~/ 112/18/03 r-', CERTIFICATE OF AUfHORlZATION NO 9235 SANFORD FLORIDA ~~is~g ~~~~E;ND/OR TITLE: SUDIi'-lG GLASS DOOR 500) 1000 .~ 2000 REFERENCES AND/OR MASONRY INST ALLA nON \v'ITH (\jLJ~,I-STRUCT URAL !LLlJSTRATIONS. RENUMBERED BU.CK Ai\JD TAPPERS NOTES 6 TO 10 AND ' REVISED REFERENCES TO DRAWN BY' BB APPROVED BY' RJA THESE NOrES REVISED ' ' I':::~~t ~~~R~XX DATE: 12/18/03 I SCALE: NTS DWG #: FI EX0021 SHEET 1 OF 2 INSTALLATION ANCHOR 3/16K DIA, TAPPER (NOTE 17) CONCRETE OR MASONRY OPENING BY OTHERS FRAME INSTALLATION ----- DOOR 'WIDTH -...... FI/4V MAX, SHIH SPACE __1-118 NIN, HID BY wOOD BY 1~ EMBEDMENT OTHERS (NOTE 6) ~l SLIDING GLASS I T\.IO BY 'WOOD DOOR FRAHE ~ \' ~~O~~H~)RS JANB \ ~ Ar ~~OOi~E:SOOD #~ND~55A;d~~ItIA~~~~~ 'Xi ~ (NOTE 6) (NOTE 21> II i CAULK BET'w'EEN /1\ Y 1/4' "AX, ff"'! (ANCHORS SHD\IIN IN SAME I [.. HOOK STRIP & /\ r 1'1 A (( PLANE FOR CLARITY OHL Y wOOD BUCI< II SHIM SPACE HOOK STRIP ANCHOR HOLES \ / ~ SHIu AS REQ'D, SPACED 2' APART ON ~ /' I" OPPOSITE FLANGES) \ i' r X (SEE NOTES) -/"\ 1// /'\ ~ lii~M~~~ ~ .~ ~ ~ ~t. 7/~ , /\ ~6b~N~T~I~ASS DODR\\ ~ i / \j \1 (TYP) l 1Jl" 1-118' MIN,- 5 III '\ \J ~ ? EMBEDMENT , =-::~ ill \ INS T ALLA nON ANCHOR ' I \ k ,..;> / :1.1 "-- #8 wOOD SCREw 'I : /~ ~ ~ 3/4" MAX II \ /] (NOTE 21) ~ ,. IlL ~ ,,,",,--- - SLIDING GLASS L TEMPERED GLASS ~' L' - DOOR FRAME CTYP,) CAULK BET\./EEN TEMPERED -; ~' , I HEAD DOOR FLANGE GLASS (~YP') I n )l \ 8., SHEATHING ~ SHEA THING '" ~r\, ~ll I BY OTHERS , "',-- TEMPERED I ~) ,"---SLIDlNG GLASS DDOR GLASS PERIMETER SHEA THING -~ INTERLOCK CTYP,) I CAULK BY BY OTHERS HOOK STRIP DETAIL OTHERS STUCCO OR SIDING BY OTHERS IMPORTANT INFORMATION & GENERAL NOTES These notes are provIded to ensure proper installation of FlorIda Extruders Milestone produGts and must be followed fully, SHIM AS RE'Q'D (SEE NOTES> CAULK BETI,./EEN DOOR FLANGE 8. SHEATHING INSTALLATION ANCHOR #8 'WOOD SeRE\.! (NOTE 21) SHEATHING - BY OTHERS o z: W (.:l Z i7i~~ 0 w...cnW:::J OZcn:::!<l: oO-:t:> z:::!'t:::s:cn <l:NWo:w (.:lrl~oo ~o:Ooo :s:t2wwu ~o~~~ o::Jo::cnil! fQ;;:ti:oo: ~fQ<t~a \ I!\j l ~ ! fit! [I ~ N: STUCCO I OR SIDING / BY OTHERS ~ PERIMETER CAULK BY OTHERS ('\JU) mZ ('\JO .,U) > w 0:: DOOR HEIGHT l.LJ 2 0 D::: 0 >-LLZ zl--O - -<z- I- zw~ en -(/)> OZ- 0 WOO -.-J u()<l:: Z :::>zo - Ow 0:: <( 01--0 I- O:::I--....J J- n..-LL I wD:::....J W r:r:~<l:: 0 wwD::: 0 a:l:r:~ - f-f-w Ol--() W 0:: z8 ' ~ >- ~I:~ <( 2t::0 Z 0... z~u :SD:::w Z 0 w~ 5 n..zo 0 I,/)ZI: 0.. -<l::1,/) ~~::) SHEET NO, 0- 0::: 0 () W ~ 5-15 0 I: (/) ::) C'0 0 0 LAST PLOT DATE N October 11, 2004 @ SGD INSTALLATION INSTRUCTIONS (MILESTONE) SECTION B- B Ai I & CAULKING & REQUIRED _ (SEE NOTE 2), CAULKING AT FASTENER HOLES REQUIRED (SEE NOTE 2), GENERALINSTALLATIONINSTRUCI10NS i I GLASS g ~ F~~~ l IIIHI \ \ II ]li ~y \ i ~l :>-1 ! ~I u 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 SILlCONIZED ACRYUC 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 AFTER & INSTALLATION, 3) USE SIllCONIZED 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'.1ATERJAL: ALUMINUM ALLOY 6063, 1\ 6) TWO BY WOOD BUCK AND/OR FRAMING AT THE HEAD, JAMB AND HOOKSTRIP TO BE 5ECUREL Y FASTENED TO ill TRANSFER THE LOAD TO THE WOOD OR APPROVED FRAMING MEMBERS PER FBe, SECTION 1707.4.4.3 AND THE ENGINEER OF RECORD'S DETAILS, ~, B SLIDING DOOR ~ I'--' & = I I ]1/~t I A-J & EXTERIOR ELEV A nON 2 PANEL DOOR SHOWN (SEE NOTES 8, '9 3. 10) 1/4' MAX] SHIH SPACE t'~. J ~!r 1/2~ ~ EMBEDMENT I 1-1/4' MIN, I> .6 q t> f .6 '" I> A \;; [SEE SHEET 2 FOR CONTlNUATIONOF NOTES] ,~0~~'~~~>"';"'>' li. >'.: ,;.';/,1. M~~ '!Ii '<, :/,;.:;",. , t::-;P"'~*'",:,(.,~"r.~/;""1 :: ~r. ~ ~, ;44] '$ I .<:.(' ,,~ ~'" ~'f 1y........ ,:" 1f:;j' fc.",. (#t H/:~' ~. ~~ ~'m.l, .- --; i~<\.'"'.,;',. ~-"Yt:-::-~.'r~" \t~~S. ',. ,,~~:f?j! 1~} .,"'Jtj ", .wr.~~\~Y'\,. ..1~ .: \ ,. ~ ,,; , /.,(' "'<:;'~;,f- / ""'."t.'iiJ;."/' "'" ft1if.fiJfM~'..~'" .. ~ '( t" \.t. '-. ~.. ',,'':..... # INSTALLATION ANCHOR li8 'dOOD SCR,E\J I,/jPLASTIC ANCHOR <TYP, \</HERE TAPPERS ARE NOT REQ/D, ~ SEE NOTE 20) -- LIBERALLY APPLY CAULKING UNDER SILL OR SET SILL IN BED OF CONCRETE (SEE NOTE 2) SHIM AS REQUIRED <SEE NOTE 1) N ,><1 wr-.. '0'> Cl.... 6, (110 ::lZ Q::w o(/) ~i5 ,<.) '?:::J I-w [5 a.. g5::'j a::, u.. INSTALLATION ANCHOR '-- 3/16" DIA, TAPPER (NOTE 15) FLORIDf\ EXTRUDERS I~~~~\lyJ~O:AL'J~i' SANFORD. FLORIDA TITLE: SLIDING GLASS DOOR 500, 1000 8< 2000 FRAME INSTAl_LATION \JITH #8 SCRE\./S REV DESCRIPTION DATE INI B RNSEP NOTES 1, 2, J, 6, ". 12/18/0'" RJA 20. 25 & 3D AND ADDED v A,~D/OR REVISED RHATED 1 REFERtNC€S AND/OR IlLUSTRA110NS. I>.[)DE:D NOTE 20 ANO RELATED IlLUSTP-AT1()NS. RENUMBERED NOTES B TO '.0 & 2' TO 29 A~O REVISED REFERENCES TO THESE NOTES, REVISED TAPPERS fOR 90XX 3-PANEL OOORS. CERTlFI,CATE OF AUTHOR'ZATION NO, 9235 CONCRETE DR -- MASONRY OPENING BY OTHERS APPROVED BY: RJA NTS iDWG #: FLEXOD27 SHT 1 OF 2 DRAWN BY: BB !DATE: 12/18/03 SECTION A-A ISCALE: .11J' f IltIU.OL.'\'G CODE COMl'tL~'I,(CE OFFICE (BCCO) PRODUCT CONTROL DrVISION ~llk'n.DADE COUNTY, FLORiDA METRO-DADE FLAGLER B1..TtDING 140 WEST FLAGLER STREEf, SUITE 1603 :MJA.\H. FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375.2908 )':OTI~E OF ACCEPTA.!.~CE (NOA) CertainTeed Corporation 1400 Vnioo Meeting Road Blue ReU, P A 19422 SCOPE: This NOA IS be1Dg Issued under the appJiJ,;able rules and regulations governing the use of construction matenals. 111C documt~tat1.On submitted bas been reviewed by 'Miami-Dade County PrOOtlct Control Di,ision and accepted by the Board of Rules and Appeals (BORA) to be use>:! in Miami Dade County and other areas where allo\yed by the Authority Having Jurisdiction (AID). This NOA shall not be vatid ailer the exprration date stated below. The Miami-Dade County Product Control Dnision (In Miami Dade COUIlty) and/or the AlU (in areas. other than MIami Dade County) reserve the right ta have this. product or material tested for quality assurance purposes, If this product or material falls to perfoml in the accepted manner, the manuliKturer Will incur the expense of such testing and the AHJ may hnmecliate1y revoke, modify, or suspend the use of such product or material \vithin their junsdktion. BORA reserves the right to revoke thIS acceptance, if it IS detelroine~ by Miami.Dade County Product Control Division that thiS product Or material falls to meet the requirements of the applicable bUIldi.ng code, This product IS approved as described herein, and has been designed to comply ",ith the High Velocity Hmricane Zone of the F10nda Bu\lding Code, DESCRIPTION: J~andmark 30 (and-,ill) (and WideTrack QB), Landmark 40 (and-AR) (and 'Vide frack QB) and Landmark SO (and-AR) (and WldeTra(k QB) LABELL.'XG: Each unit shall be-ar a perman.::nt label Wlth the manufacturer's name or logo, CIty, state and fol1ovYi.ng staten,ent: "Miami-Dade County Product Control Approyed", lIDless ot1tcfWlse noted h"erein RL'iEWAL oftrus NO!\. shall be considered after a rene",al appl1cation has been filed and there has been no change m the app'h~a.b]~pl-nl~m.&5()de :n9;a~i:-:elY_3tI~.::!i~g the performance ofthi.s product. __~,._ ,_. __, TERMh'lATlON ofth1s NOA WIll OCCur ailer the ex.plrati.on date or if there has been a tevi.si.oll or change in the matnials, use, and/or manufacture of the proQuct or process, Misuse of this NOA as an endorsement of any product, for sales, advertising or any other pllrpOSes shall automatically tem1inate thi.s NOA, Fal1ure to comply ""1th any section of this NOA shall be Cause for h:nninatlOn a,'1d removal ofNOA. ADVERTISE-'lENT: The NOA numbt.'f preceded by the words Miami.Dade County, Florida, and followed by the exp1fi3.tion date may be di~p]ayed m advertismg litelature. If any portlon of1he NOA is dl~;played, then It shall be done in its entircty. INSPEC'IlOi'oi: A copy of this entire NOA shaH be provided to the user by the mamlfactun:r or its. distnbutors and shall be a\ allable for in~pectlOn at the Job sHe at the request of the Budding Offi':Ial. TIus NOA conSiSts of pages 1 tirrough 4, The submitted documentation \-\ as re"iewed by Frank Zuloaga, RRe 8' ,., <:> . ,...~ " " ,:j . i\'OA ~u.: 02-1219,03 Expiration Date: 02/28/01 Appl'Qval Date: 03/27/03 Pag.e 1 of 4 6. LA.BELING 6.1 Slungles shall be labeled with the Miami-Dade logo or the \\ordmg "Miami.Dade Countj Product Control Appro\cd", , 7. BUH.DlNG PERMIT REQUIREMENTS 7,1 ApplicatlOn for bu~lding penmt shall be accompanied by copies of the following: 7.1.1 This Notice of Acceptanee, 7.1.2 Any other documents required by the B,nldmg Orik-ial or the appllcable code in ,)rder to properly evalu<lte the installation afthis sy~km. DETAIL A CERTAINTEEO lANDMARK 30, 40.50 All dimensions shown are in inches 161!4-~ 5 5/81 -l- ~2,'~r4t -- ~:~8~ d. -l.-lL1~ .- r:1B LSt<Jrter 5 ~/8 Fu!1 I StN'igle , _ . -"!!!.!!!!!!!!L Eav€s KOA No.: 02.1219.\)) Expiration Date: 02/28/01 Approval Date: 03/27,'03 Page3of4 ROOFING ASSE~lBL y ApPROVAL Category: Sub~C3tegorv: YIatuial~ Deck T, pe: Roofmg 07310 Asphalt Shmg1es DimenSiOnal Wood 1. SCOPE This re.'isc$ Certain feed Landmark 30 and AR (and Wide frack QH), CertainTeed Landmark 40 alld AR (and \\ideTrack QB), CertainTecd Landmark 50 and AR (and \\'ideTrack QB) ShulgleS as manufactured by CertaiuT€ed Corporation descnbed in SectlOn 2 oftbs NotIce of Acceptance , 2. PRODUCr DESCRIPTION Prod!!f! Dinu:nslous fel! Spcdfica1ions Product Description Cettainteed Landmark 30 and 13\~1t x 38 %" AR. (and WideTrack QB) Certain teed Landmark4{) and 13Y." x J8 'Y4" AR (and \\-'1-deTra(k QB) Certainteed Landmark 50 and 13 y." x 38 Y4" A.,!{ (and WldeTrack QB) Accessory Shlllgles Ylinous A beavy \\ elght~ 2471b/sq, dImensional asphalt shmgle, A heav)' >>.eight, 2641b/sq, dlmensional asphalt shmgle. A heavy \\ eight, 2961blsq, mmenslonaJ asphalt shmgle, Accessory shingles for hip, ridge and starter stnp apphcations, PA 110 PA 110 PA 110 proprietary 3. EVIDENCE SUBMITTED: fest Agency fest Id~ntifier Test Name/Report J1Att 04/02/01 Unde11'-nters Laht,)ratones, Inc. PRl Asphalt T<."\.'hnologi.es, Inc, R684 PCTC-O 1-02-0 1 CTC-006~02-0 1 94~'K9632 021\1<42448 11/30/00 -1),'08/02 UL 790 PA 100 01/12/01 11 /12/02 Wind uplift reSIStance PA 107 Vndcnvnters Laboratories, fn~, 4. LDUTArIONS 4.1 Fue dassific\ltion IS not pa.-rt of this acc<"pt<mce; refer to a cunent ApproveQ Roofing Materials Directory for fire ratings of this product, ~,2 Shall not be mstalkd on roof mean heIghts m excess of 33 ft.. 5. ll"STALLA nON 5.1 Shingks shall be installed 111 compliance with Roofing Apphcatlon Standard RAS 115, 5,2 F13,$hing shall be in <1(COI d,ll1Ce vnth Roofing Application Sial1dard RAS 115 5.3 The mallufactwer shall provide c:early written apphcation ll1stnlCDons, 5.4 Exp<.,sure ll.nd course laY0ut shall be 1U compliance with Detail 'A', attached, 5.5 >-l'alling shall be m compliance \\ith Ddall'B', attad1;,.'\i, ~O'\ No,: 02-1219.03 ExpiratiQu Date: 02/28/01 ,\ppro\ltl Date: 03127:03 Page 2 of 4 DETA1L B r- ---'" I .. 12" --- -I I -1--~ 14 3,'4" -1--- 12" '-::-._-....: I I .-:::::t------ .~, rr -'. , I 13 1 (4" I j I --~ -- -, 382./4' ------ - ~~,::) r-'- 6118 L 1 551a" Exposure LANDMARK 30, 40, 50 (AND AR) .. - 383/4" .,----,--,----,----...-4 1 NaUing arei fOf "low a.c1d ~t4Woard'" .sfupt"J: (ffc.'ffi ~ $' ~ Z to 21 1 2) /,ailwt...e.. up~~' & low.... r.ail [mil$. 12" -~-,,...;..... --'---14 3/4" _.' '. ,,*...:..._- 12" ." ___-' 131/4' .....~ 1~ t -J WIDE { ~ . , I r-f ~~~NG- ~ ':D.'; n D T"t L_L_EXPL_ _"'_' ~__ LANDMARK 30, 40, 50 (AND AR) .. WIDETRACK aB (Low and Standard Slope) '__,.,-- 383f4' -- .-,-----1 ~'"T7/T:' r::r;77/; -',." -. '---'-'}777'7-; r/,::z:z!;Y"'7-r7.!-,L~"-/7}/ :r/ ~ L~~ "t.~~Z~/::t:LL2':'. __ Nalj,f'1Q a(1~..a fQf"'st~p/O- stc.{W$ \.f'FM'a( th3n ,1 ~2.) N-a~ WA'4~ t::~ttQrr".2 r~l~ \It.es. -r-= ~- ."'- 143/4" 13 1J4" I " 'Ill ..,-. . - i.~\s u'J + \ 6 ~!8' ~_ _ ..J .i....1. LP.ND~v1.ARK 30, 40, 50 (AND AR). WIDETRACK OS (Steep Slope) ~ EN}) OF TillS ACCEPTA1"\CE Q , Q., " "'ll &i".... NOA No.: 02-1219.03 E;rpiratiQn Da.te: 02/28:07 Approval Date: 03/27J03 Page4of4 ;;~ \. " 1 t h \; ~ l \; (~ 1 t \ P p. I l t \ ~ ~ K." ,'\ \ LAMINATED SHINGLES [w::~( $# ()!i~'l,.H":<l';)X \. lANDMARK IfRltI WOOMCAfE" \!RI!S ~}f ~~< t-~*~~)j. \is lANDIM RK Im!S, fIRfM\1" AND AR(HtTKf so l1' '> 1'>0 .t:\'!J tIWOt(..H ;nl (<..)l1\jf;S: ... ~<t J J ~,~~ 0~E ~:;::f O~tR ~~~14C~ fOR h\['R,C IJIMHSI010l .41010 tAUf1'~\ARK H Sl<i:NCLES. '~~ \ ~Rll \. . \,! \.,' I, d' _ 'l\;-j(S 'l.t\\,,,~ ((~"~'~\~'l~ '-~"%..~'" htPS- I\~:< &'\CtJ.t~ ,~,~ ". ~~. ~~,-:"A'''' ~ \, / \ 1~___> .......-.,~__v:r- '~;>;i ->~l S ;;'f~t ~ '<,r~l~ .;~ 1$.', ~~.s ');..." 1M ~1 !K I, "~~, F~S10~~~G '''~~ T GSJ~ '., \'-,'N t\$.il) ~',Hd:::i\!t;) ~(,>\ NGlISH DWfMSlQliS <lHRJ( ~IMEM$IO~ ~l,,,">-:.' it.. ~ Jf 1;>/ r,,< ,',. ',t '<*";.'} ~,.,< >l ,(\:~, I$. 3\f) nW:O;<,.f.l <1n eN l{~[S:- ('.f;;j}t'/' ~....~ 01H ClUt'! DECK HH,(41i0M ,~~nI{Oi.l fOR ~E\ R ,( fitMf~StO!1 n J t x 3h } Ali0 ~A",l)MARj( H \13 ," " \0') $MIN~n) "-~ ~TI.ll1fR Ci)\ IN , H' ;':,' fz:',: .-::~ , \ '__ ~:-;:;J\.. *~0-. \,.._..... _ ""'- _-' // J,\:c:::;::::"':::":::"-' ---\ ;:/ /' '~---\ -,)...... I /, \ -~._----\- n \ '\ \_, _-'\ ':;"'t' (Of '~(>Hl< 1:' ~ 1\-\ ,~~ 5-H~f- <:~),,{ WG~1I DIM!NSiOliI ~ I,' " LANDMARK H DIM/USlvMS ~ (, " ~ 0 ; .. ~ ~,,' <.: ~ \ I ,~ ~ ,.~! K" '~l;; \ ' lJ:Joi'lt.1t>.,j'<,~ , 1~11; '';'''' ':', - - <'&1 --..- ~--~ -:1 .-::;;~-::<:~ 1.-:_)>.- ~- .,..- '"">- Zf'Y>i\: -~~---~- ? ~-. --- - \ ,; 1 ---'S \ - . If' "- > I~ \ \\__ - -_._-\\--- / // \ '\ " ___r~ ,V'{ll:,it RR(f'G~ I "I, ",,,l:;,,) ~Kl"lol!l~) l't:C,\','l!:!S: )~~'-;t.\.' ..,-~'Io- ...,~~~ OMf ,UA}j.!>[(K AHU(AJ!(Hi ~~mwo fOR fiHHi~(,i ~:kHM>i01f s!<llJ~m ~WiP' , 1-. ~ ~" "..." (.. " ""*%..~ nil~MH HA~h:flG '"",,,*,," 1<1 14...2 119 .,~"-....",,, 0~1 ROC'H)VH tMTli'OD fOR tMHfSH ;:ltmi~lO~ $hIM~m "'~'- """""^"',",,,,/ -"" rlGURE 1, ~l-ljN" IN&TALLATION ~-' --~_.-. --~-~~- ~~'~do:.."",,"t S)('~:) "'<.~ ..... .~ O;;~c<_..."'~ rlCil..lRE 2, WAUo FINf&l-I I< ~f-.~~~'f%) ~,<l~:'t~~f"'&'JM ~''', ! FLASHING IN6TAU-ATrON t).$~ ~QOF HW'$ ~n-:::A ~{...i.. _~ I , 'l'l.AStiIll<l "'TAU I ' J""-'-- -- 'dr ) ,,'Ort,)MH:t:1:1;(.S~ \ 1~~J, ~~M...I."V\t~""~"N.\H:rfX;}~'~~ wn}\ I<'~ "Ai~."YS $,PV$ at.'<:.4'l<"\"1. FLASHING DETAil A.T CRiCKEr,KliEEWAU..ISTtRSE<:TlOII ;;:;;"'~"';;;"';;:-ll.-~-:;; -. - - ~ ~- --. - ---- (~..;-.~,-~ .~.-.....~,,"<) A<:'~B),~DW _ - -.. -------. 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I-W::;:!I-O::O.....JCQ; (/) ," ....... - <l::- w'--'Ct:S(Y)Zo:: 'I.IJ roO::l O<l:::l<(<( w~I-:::JOOI-..JJ: I>Uo.NwUO::U 1-0>::l"",IZ::l<(0;:; Ct:"::I-c;1Ct:U.:; 8~t183(j)t;;DD . (.) Z (/) Z o i= ;:) ..J o (/) z ~ (/) UJ C ~ C - 0= o ..J U. 0'1 o (Y) N Z o 0 00 ....: CJ)J ~ I- t'- N o(/)- E .qCt:Ct: o XWO (f) <r::wI ;g Ll..~t; as8LD0<r:: Q)t'-~~Ll.. 'QONN 0 C(Y).q;iw ro ...J I- 0... Ll.. orl IX <r:: orl oo::lU . ro" ~ I- - (0 (/)::S::OU~o:i Q..q ::l I- Lei 8. I g: ffi 0 O'1<r::o.(/)UZ o BEItTION EnGINEERING COMPL\HY1 lite E.8,# 0006871 (j) z C'.JO '(j) LO- .> C'.Jw ~o::: w ~ <r:: Z Z <r:: .....J 0. SHEET NO, S-16 LAST PLOT DATE January 19, 2005 1Q = Id'J ~<(CO (f) w o (!) z o ...J ::l en 0 0 \0 w I- - :J 0 Ul ~ Z r- i:' 0 i:' o > r- I N - ..J (J'I Ul OJ 0 111 - I > w \0 (J'I - ~ f'l tJ) o 0 f'l t' <t I I ..J M 0. 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