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HomeMy WebLinkAboutBIN B-4 PERMIT 4309 TERMITE SPECIFICATIONS: 1, A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE-INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL,(FBC 104,2,6) 2, CONDENSATE AND ROOF DOWNSPOUTS SHALL DiSCHARGE AT LEAST 1'-0" AWAY FROM BUILDING SIDE WALKS.(FBC 1503.4.4) 3. IRRIGATION/SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 1'-0" OF THE BUILDING SIDE WALLS.(FBC 1503.4.4) 4. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, BETWEEN WALL COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAT 6 INCHES. 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) 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) 9. CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXTERIOR SOIL TREATMENT.(FBC 1816,1,5) 10. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1'-0" OF THE STRUCTURE SIDEWALLS,(FBC 1816,1,6) 11. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION. ANY SOIL DiSTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED,(FBC 1816,1.6) 12. ALL BUILDINGS ARE REQUIRED TO HAVE PRE-COI\iSTRUCTION TREATMENT,(FBC 1816,1.7) 13. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT is IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES,"(FBC 1816.1.7) 14, AFTER ALL WORK is COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN 1'-0" OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES, TUB TRAY BOXES, FORMS, SHORING OR OTHER CELLULOSE CONTAINING MATERIAL. (FBC 2303,1,3) 15, NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC" SHALL BE BURIED WITHIN 15'-0": OF ANY BUILDING OR PROPOSED BUILDING,(FBC 2303.1.4) A,B. Abv. A/C Adj, A.F.F. A.H,U, ALT. B.C. B.F. Bk Sh Bm. BOT. B.P, Brg. Cir, Clg, Col. Compo C.T. D Dec. Ded, Dbl, Dia. Disp, Dist. D.S. D.V, DW. Ea. EW, Elec. Elev. Ext. Exp. ABBREVIA TIONS Anchor Bolt Above AirConditoner Adjustable Above Finished Floor Air Handler Unit Alternate Base Cabinet Bifold Door Book Shelf Beam Bottom Bypass door Bearing Circle Ceiling Co I u m n A/C Com pressor Ceram:c Tile Dryer Decorative Dedicated Outlet Double Diameter Disposal Distance Drawer Stack Dryer Vent Dishwasher Each Each Way Electrical Elevation Exterior Expansion F.B.C. Fin. Fir. F.G, Fir. Fdn. Fir. Sys. F,PI. Ft. Ftg. FX Galv, G,C, G,F,I. G,T, Hdr, Hgt. HB Int. K/Wall K.S. Laun. Lav. L.F, L.T. Mas. Max M.C. Mfgr, Micro. Min M,L. Mir. Mono N.T.S. 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 Opn'g. Opt. Pc. Ped, P,L, PLF PIt. Ht. Pit Sh. PSF P.T. Pwd. Rad. Ref. Req'd. Rm. Rnd. R/SH SO, S,F, Sh. SHT S,L. S,P,F. Sq. S,Y,P, Temp. Thik'n, T.O,B. T.O,M, T.O,P, Trans, Typ. UCL U.N.O, VB Vert, V.L. VTR W W/ W/C W,A. Wd WP MASTER REVISIONS DATE DESCRIPTION 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 Srl',oke 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 STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA FOUNDATIONS 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. CODES: 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 SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX, DRY DENSITY AS DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR) FOUNDATION INSPECTIONS A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI, A SLUMP OF 6" PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0,63 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A615 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 REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE- CAST CONCRETE PADS, TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS- REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCI:\G WHERE PERMITTED SHALL BE THE FOLLOWING MINIMUM, UNLESS OTHERWiSE INDICATED ON THE DRAWII\GS: 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 REII\FORCING: 20 DIA, OR 1'-0" MIN., WHICHEVER is MORE, WELDED WIRE MESH: 8" LAP WOOD FRAMING INSPECTION ROOF RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICATED BALCONIES ST AI RS 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 20 PSF (REDUCIBLE) 40 PSF 40 PSF 40 PSF 20 PSF 10 PSF ATTIC L.L. LIVE LOADS: ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH-INS MUST BE COMPLETE, INSPECTED AND APPROVED BEFORE REQUESTING FRAMING INSPECTION, 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 ACCORDAI\CE WITH SPECIFIED LOADS AND GOVERNING CODES, SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIOI\iS, 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 WORKII\G 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.) CONCRETE STRENGTH @ 28 DAYS ALL CONCRETE UNLESS OTHERWiSE INDICATED PEA GRAVEL CONCRETE FOR MASONRY CELLS ONLY (DO NOT USE FOR CONCRETE COLUMNS OR TIE BEAMS) 3000 PSI 3000 PSI REINFORCING: WELDED WIRE FABRIC SHALL CONFORM TO ALL REINFORCING BARS ALL STIRRUPS AND TIES ASTM A185 ASTM A615-40 40,000 PSI ASTM A615-40 40,000 PSI CONCRETE MASONRY UNITS: ASTM C90-99b, STANDARD WEIGHT UNITS, fm=1500 PSI MORTAR TYPE "S" 1800 PSI CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION is REQUIRED DURING CONSTRUCTION ALL STRUCTURAL 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 BEAMS, RAFTERS, JOIST, PLATES, ETC. U,N.O. 1\0, 2 SOUTHERN YELLOW PINE (19% M.C,) ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR, or OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) WALL SHEATHING: PLYWOOD C-C/C-D, EXTERIOR OR OSB VERSA LAM BEAM Fb = 2900 PSI (2,OE) WOOD COLS, PARALLAM 2.0E U.N.O. DESIGN LOADS: TOP CHORD LIVE LOAD: 20 PSF TOP CHORD DEAD LOAD: 10 PSF STRUCTURAL STEEL: WOOD FRAMING: WOOD ROOF TRUSSES: BOTTOM CHORD DEAD LOAD: 10 PSF 40 PSF 10 PSF BOTTOM CHORD ATTIC LIVE LOAD: SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN FOR NEW WIND UPLIFT AS PER SPECIFIED CODES, DEDUCTING A MAXIMUM OF 5 P.S.F. DEAD LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD. DESIGN LOADS: DEAD LOAD: LIVE LOAD: TOTAL: MASONRY WALL CONST. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, WITH A MINIMUM I'.ET COMPRESSIVE STRENGTH OF 1900 PSI ( f'm = 1500 PSI) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270. 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" A[\<D A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI SLUMP 8" TO 11", 4. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 BAR DIAMETERS, REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL TYPICAL UNLESS OTHERWISE NOTED. 6. REINFORCING STEEL SHALL BE LAPPED A MINIMUM OF 40 BAR DIAMETERS, UNLESS OTHERWISE NOTED ON THE DRAWINGS 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW GROUT INTO CELLS BELOW, THE USE OF FELT PAPER AS A STOP is PROHIBITED. UPLIFT CONNECTORS 1, UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AI'.D 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 SOIL BEARING VALUE: 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 E:\GINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN, BUILDING DATA 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) 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 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 ALL WORK SHALL COMPLY WITH ALL PREVAILING CODES, FLORlDA BUlLDil\G CODE, NATIONAL ELECTRIC CODE AND CITY OF ZEPHYRHILLS ORDINANCES ENGINEERED PLANS ON FILE REVIEWED MAY 1 0 2005 ~~ WALDEN GRANDE 2003 STEM WALL GENERAL NOTES: 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 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 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 5. ALL OPENII\GS SHALL COMPLY WITH 2001 FBC WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING 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, SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTAllATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. l 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) SHT NO: 1 2 2A 3 4 5 6 S-1 S-2 S-3 S-4 S-5 S-6 S-7 S-8 S-9 S-10 S-11 S-12 S-13 S-14 S-15 S-16 S-17 S-18 ~NDEX OF DRAWINGS TITLE COVER SHEET FLOOR PLAN DIMENSION PLAN FOUNDATION PLAN ELECTRICAL PLAN/ INT. ELEV. ELEVATIONS TRUSS LAYOUT MASONRY DETAILS LINTEL PLAN AND DETAILS DET AI LS DETAILS DETAILS DETAILS STRUC. NOTES & HANGER INFORMATION DETAILS DETAILS ROOFING DETAILS DETAILS DETAILS PRODUCT APPROVAL WINDOW DETAILS WINDOW DETAILS DETAILS DETAILS DETAILS NOTICE TO BUILDER 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 LICENSED PROFESSIONAL THAT IS CONSTRUCTING THiS PROJECT TO FULLY REVIEW THESE DOCUMENTS BEFORE CONSTRUCTION BEGINS AND ANY AND ALL CORRECTIONS, IF NEEDED, TO BE MADE BEFORE ANY WORK IS DONE. 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I II I DD DjW @ OFFIT KITCl-iEN vlEW6 NOTE: VAULTED CEILING IN KITCHEN MC MIRROR EJ O[[] @MA&TER BAmROOM INTERIOR ELEVATION5 REFER TO FLOOR PLAN & FIELD MESUREMENTS FOR DIMENSIONS. SCALE: 3/8" =1'-0" l t-- f'" , +---- w +-"1 .... .~ tj ~ ;ILE TO 3 l-- '-1"''('7' -0" :5 t]:::ttrrrJ co 1-J#1, N W/C TUB @ BATH 2 1/ MIRROR 0 I MC 00 z 3: a o 0... w f- (/) W (9 <( 0:: <( (9 a I- ::? r-- M ~ 00 11) 40'-0" 8'-8" 15'-0" 5'-8" 10'-8" , , PATIO EGRESS 35 SH w co 001- (/) co 0 0_,,,, I co T II I 1 III II 11'11111 I:: :: IIII : 11'1 III (3\7~ E@ 12'0" ~ FAMIL'r' ROOM \5! BEDROOM -2 == - 11'-4" x 10'-6" S" - 8' CLG, ~ = CARPET - ----------- ---~ 5'~" 6'4" ~ ~@) I---' >-- >-- >-- - 8'-0" X 3'-0" EGRESS 25 SH 6068 SGD ::: III111 ]] I ] II II ~ o M - I ] I III~: - - '\ = " = " ~Cr = ",~/ - ,,~ - ~<<' = " MA6TER 6UITE - " - ,,11'-8" x 16'-2" = VAULTED CLG, - CARP.ET 'C. - - - -I- - - - ~ - - - - - - - 1--- (i8B\ /= ", ~ = 12'4" ", =~ r r- 3"",\ .... ~ - -' I\S-6J =~ wi '--/ ~ 'l.. - 0 911" 5'-10" z I ./~ ,,-', - .....I - ~ f-I = ~ 51 @-~~ ~I ~ ~ S6 - I ~~ - v DBL TOP PLATE AT 14,1 = I DINING 12" BAR TOP ON S-6 - 10'-2" x 11'-6" 2X4 WALL - ,.,..... I r39 1/2'" AFF - IF- 10'-0" CLG, = 6'-011.2"(0 .--I::!. '" I CARPET 21'-1111.2" = M ~ 00 l' I OPEN PASS THRUIN fiJOL FRAMING FOR - lO I SOFFIT ABOVE CNTR, = 2' 611.2" '-6' ,,~ 7 5'-211.2" I 6'-5" 4'-611.2" 1'-51j2'~ 4'-4" -~ '6'.{.,. I ~ ~ \ l - b ,>~ I ~1~iIT--:, 1!_h_-/~- ~ == ~~~~ I) :S~ ~'~ ""If/oO 1 ,T- F'D'r'ER >-- :J;:O-N M ~ ,/'~~ ',I It - - -j - ~~aS VULT CLG. ~ TUB/SHOWER_I- e- R \ ' ~O~ V(<J~~ II <( V NYL TILE TO 7' AFF =_= ~ \ -,L 1668/ "~,~,o.-.","'A:,'..J C / < a~,;'l / It- SINK I: U ()jJ -:' I, 2'~~a ~/< A U), ~H ~~~~ ~ 3'-:)" ~~, 11) ~ SOFFIT ~I ~1)~ ~A Tl-i 2 :< ).--~_ 00 WIC' ! ~i -li- 0) L1r\E I 1(9 ~ 8' CLG, C I . ~ i 6~~W~ ~ e;N~LLG 'j ~ )--~I%~IT ~ KI~O;~~~ i at (1i\~1 I~ Z E VINYL5'_5" "3'5" ~~ = I~~ .,LG. D ~ cr: ~I- ,,1,::: en AVINYL 0 I' co ~b ~ -; _ ( , Nf- = I ::cO V~ YL --------4'-101f2" I :3'-7"~~1~ ~ ~. 8'-10" -~-() 4'-8" ~ r-:.I I~ 3 -2,,7 o~ _~" =- - J 6 01h" R/SH .~ RYER VENTTHRU ,,~ I: :i 6 '\ ~ - - - - - ~ J ~OR I I 0./ --r--2X6 WALL I :1 REF II ROOF MAX LGT 25'-0"( 30 \ I: 0 1.~7 : A~~~: ~ ~R-----' y _II I~ c - , r "1 ~ENTER ~---~,---~ ~ WACl - .~ RjSH = e. . ~ - - ,,.. -. jDOOR ~ ----.J - 3'-5"- I I I r - -, I ;;U 3068 N M-, ~ ~'68 h' .........,., 286~-- lIT I 2\0" V 6=1 :.~~~~DRE~~/ = z ~ LAUN -"7' - 0 ::d . 0 FOR HVAC UNI = f=::l ()jJ = 1\ (0 ~ ~~ 8' CLG, t8 TE ERED GLASS S-4 f-- ' VERIFY SIZE W TH >-- <( co 00 -I ~01h" ~ IPS 2'-8" ~~INYL 5'-51h" I.N--I ^' 9'-6" ~ 2'-11" ~FGR p'-l1" >-- u.........-1 'l, '''' \. b g~ 1 M 2868 c: 77' ?~" I >-- it U I r... P^~ ~. --t- ' . _ _G..:T ELEYATlO~ I ON~Y_ _ _ :-=. ;::;;; ~ -LJ --f3\SHEARWALl:'-V'~ -'5SH ,~r<" ,3"0' "-:n-1"'~ - BEDROOM ~~ ~~1l }-=:;~~~)_ _ _~ ~T.ELEV~TIONJlii\i-~ _ _ _ _ _ / ~_~ __ _ ~ __ _ __ _ f5U\ ~~~~~x 10'6" ~. ~ ~: 13'-6" I 5'.2" T/ = 8'-3%":.... ~ CARPET 12'-41,4" = f18B\ ~ 1/6 \] IIl~B\Y == ::OV. r-:. ~9 ~ \ S-5 J - ~ I~ - =, ( ~ \ ~- '--/ - "---------------, - _NTR'r' ~ \ S-6 ) .-1- - 18'-8" I ATTIC ACCESS I - ! .j \ '-...:/ = - I LOCATE INFIELD I - ___ ________~~---........... EGRESS - == ~___~~'~~~~~'_~~N__J == h_ ___PBf:~~~L~Jl,{ ,_ III 1111:: II I 1 111- - -, "" = 2 CAR GARAGE = <!> 7 '\ == 8' CLG.A.F.F == BLOCK TO 24" J 1\ = 1/2" DRYWALL ON FRAME WALLS = FRAME ABOVE - R-11INSULATION IN FRAME WALLS ()jJ c- = 1/2" CEILING BOARD ON CEILING ~ = ~ PAINT ALL ~ ~ SEE SPECIFICATION SHEET FOR f--- t= CEILlr\G TEXTURE TYPE t= ~ ~--------------------------------------- -------~ ~ ~ I I f--- r1aB\ /r-c----------------I~ y~ ~ = : I~: = +-~. I I _. HOSE - : : - BIBB= : (5\ (5\: = == i/ \8J \8J ~: == -. I I - _. I I _ - 11 EGRESS ::? .-1 .-1 15'0" x 20'-8" CARPET G,T. 1--- -- -- -- ---- --_ VAULTED CLG. 15'-8" / l- 10'-0" CLG. - -:.-=- - / r5E,N ~ ~~ ,.............. 2868 Ll.L.2..... .-1 M R/SH - ---- - - -. R/SH ~ 2868 II - (8\ = ~ - - - - - - - e- >-- >-- BEDROOM 11'-4" x 10'-6" 8' CLG, CARPET -3 o ~ o .-1 12'-0" I(/) (/)~ iI)CC N(9 w ~ l.- e- e- >-- ::? 00 N 35 SH (24\ ~ (f;)@ BUTT JOINT ON 2 X 4 WALL WI HEADER @ 6'-8" BOT. OF GLASS 24" OFF FLOOR 6'-4" 2'-0" 4'-0" 16X7 OVERHEAD , 'I 11- 2'-0" J J2'~" t 20'-0" l 16'-0" 20'-0" 7'-8" 12'-4" 40'-0" FLOOR PLAN SCALE: 1/4" =1'-0" ~ 0) .-1 -r lO Co. -r M .-1 -r ~ ~ 9 ~ .-1 WALL LEGEND FRAMED WALL 2 x 4 U.N.O, (l I I I I I I I I I I I I I. I, I. . I I I I I l I 1 I I I I BEARING WALL INTERIOR SHEAR WALL 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 NOTE: GIRDER TRUSS CHANGES LOCATION PER ELEVATION. PLEASE VERIFY THE LOCATION WITH THE CORRECT ELEVATION, -r 00 11) NOTE: SEE SHEET S-14 & S-15 FOR WINDOW MANUFACTURE NOTE: SEE SHEET 3 FOR FRAMING DIMENSIONS QUANTITY 115 25 2 2 1 5 60 60 5 5 10 10 10 5 15 CONNECTOR TAKEOFF WALDEN GRANDE 2003 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 lJJ () I- o Z lJJ ~ <C I- o o LL lJJ 0:: <C ::) o U) w ~ l..I...<(cc '00::0 W 1..1...1..1... ~W"",f- Oc::Z ~-O::l x~o::o O::ll..l...U O::OZU o..."",w<( 0...C::~1- <(0<(0 WO::I-z CCl..I...w <(zo::o ow<(o W~(/)o f-<(zz 01-0<( ::lW-w oo::(/)~ (/)<(z . W(/)W~Z (9Z~I..I...Q ~Qoo~ O(/) 0:: I-u o~Q~:J l..I..."",ccUo... wc::woo... 0::01-05<( <(.....Iz .....I (/)5 ~ ~. gs ~~ 0::.....1........ w.....IO :::J>~ZCC <(0::><(0 (/) Q,)Q,).....I (l)1O~ Q,)._ 0 Q,)U(/) ~ ~ ~ I (/)0 0:: (l)cao... Q,)c8 - '0.0 0: ca'- - ..(/)5:: oQ,)w e"Cu W (9 0 I ~ ~ Z f-.(/) 3: U) (9 Z W <( U) ~ .A (/) ~ Q 0 0:: N U) ...., - of-a o~~ Z ffiz()u w~~Li 0 W<(O:(9 II=l:t:. j:: ~tn-z f-f-..JUJ :J (9 0:: U 0 CC 1..1... LI. Q., ...J ZW~.....I OOuiz 0 wO(/)5(/)l..I...zQ.,UJ (I) WZ(/)enZOO Q Z I::lZWQ::Jf=z~ e" to::5I~<(gs~::;) OZo...l->Wo...Oc:a en <( IW(/) ~ . LIJ I-w.....lf-O::o.....lc:a.... C (/) ,,., <( - <(..J W......O::3:MZCC 'UJ <C co8::l O<(::lc(c( W.....II-~~Ol-..JJ: C ;:O~~~I~~~~ ~ 0:: 1-(90::00=: 0 2 ~ tn g ~ iJ) tnoo Li ~U) N-l ~-l 0- II N LQ$ I'-W ~- ~~ LOU) ~W >-0:: o:::() O~ I-N Z~ WI- >0 ~-l 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. o::;tU) 'z ~O C\j- -rlU) > w 0::: 11) o ........ .-1 u........ f-M <(0... 11)0 11)........ ~<( .-10 '~ ~~ - I I I [[] w-l 0-1 z<( <($ c::~ CJw Zl- w(/) w 0 (V') ~-I 0 ~<( 0 z$ N :5 a.. SHEET NO, 2 OF 25 LAST PLOT DATE April 12, 2005 ~Il' ~ c:=J 0 ffi <( CO (/) w o (9 Z o .....I ::l en .....I ~ 0:: I- ~ o (/) (/) w o U .....IMO:X COo 1..1...<( wr--Ol..l... (9N M~ zM MO <(.....I M M 0::1..1... NN o .. I , . ~ ~~ (/) 0... 00 00 11) 0 r-.:.. r-.:.. ~ 0... 00 0)<( ~~ 0) o ('1') N Z o 00 g ....: ()jJ <( I- r-- N O(/)- E ~o:: ~ ~ti:jI rJl LL.:~ ~ MO 11) 0-t<t: NZ ~~~wO eM' .....I W ro.....l~<(f- 0..... 1..1... .-1 0:: <( .-1 ()jJ::lU 'ro"'r--l-_lO (/)~OU~.-1 W a. ~ ::l I- 0) f- .-100::CC'<( I1)a.II-WOO 0) <(0... (/)U Z o o \0 w I- - 0 ::J U1 ~ r-... Z ,... L' o ci ,... t' - > I 1\1 U1 .J r1' III - [l] 0 I > \0 r1' Q W M \0 ~gMt;' c.~~~ ~l-ctDJ ~ U1 0. I I- WI"" ~ ct .1- Z o o \0 o 2 W <.:l 2 v;:Q~ 0 WI-(/)W::J 02 (/):::! <t O-I> ~~I::3:(/) <NWo::;:;: <.:lM~Oo 20::000 :J:OwwU <tu'" --'I- 0::02=;52 0::J0::(/)~ <fl~~oo:: 2=<fl<t~a ~-!r lJJ ~ 0:: () >-l..I...z zl-O <(z- I- ZW~ -(/)> O Oz is t30<( ::lUO Z ozo:: I- ~~g 0...-1..1... I ~~ ~ wwO:: ~ COIl- I-f-~ Of-u 0:::: Z::l . >-00... >- <(I 0:: ~t::0 0.. ~u :::;;o::W O -.Jw~ o...zO ,.., (/)ZI \oJ - <( (/) ;:~::l 0... 0:: o U w ~ o I (/) ::l M o o N @ FLOOR PLAN ~ 00 L() 11') .qCJ) 0 "- .-j .z u"- ~o f-(V) <to.. C'J- 11')0 ~CJ) 11')"- > <;t<t .-j0 W '~ 0:: ~~ ~ (j) w--.J C\J ~ .-J O--.J w 0 ~ 0:: .-J z<( () >-l1..z zf-O 0 <($ <tz- - I- ZW~ :c -I,/)> I o:::~ 0 oziS C\J t30<t Z :Juo L!) $ CJw oz- OW 0:: Z~ I- o::~g I 0..-l1.. t'- W :r: wO::......I wCl) 0::3:<t wwO:: ~ - 0 aJIf- > wO(Y) f-f-rs Of-U ~ ~ --.J 0 0::: Z:J . J- >-00.. ~ <( 0 >- <tIO:: L!) (j) ~t::o Z$ N 0... z3:u ::so::w ~ W 0 w~ ~ o..zo 0::: () I,/)ZI >- 0.. -<tl,/) ~~:J 0::: 0 SHEET NO. 0.. 0:: 2A 0 0 ~ U w ~ J- C\J 0 OF I Z I,/) ~ 25 :J (V) W 0 0 > J- LAST PLOT DATE ('\J @ 0 April 12, 2005 Z - ......J DIMENSION 40'-0" w () I- o Z W o <( I- o o LL W 0::: <( =:l o (f) w ~ l1..<t0:: '00::0 w l1..l1.. ~~~~ ~-O:J x~o::o O:Jl1..U o::ozU o.."",wct: 0..""'~L- <to<to wO::f-z o::l1..w <tzcx::O ow<to W~I,/)O f-ct:zz of-o<t :JW-w 0'0::1,/):2: I,/)<tz , Wl,/)w~Z <.:Jz~l1..Q ;::Qoo~ ol,/)O::f-u orsQ~:J l1.."",o::Uo.. w""'woo.. 0:: is f-ffi<t <t.....Jz ......I O'I,/):J <i! ~- gs <i!~ 0::......1"- w......lO ::J>~zo:: <to;><t0 tJ) Q,)Q)......I U)1O~ Q,)._ 0 Q,)(.)I,/) ~ ~ ~ I tJ) ~ U)('l;S0.. Q,)c8 - 'OJ) u: CO.- - ..CI)~ OQ)w e"au ~ o ('f) 8'-8" 14'-10" 10'-10" 5'-8" -111n II II IIII1 II II II 'II I I" III II 1II1 1IIII1I11111 :: ::11111111 1111- - ~ 12'--0" f-- - f- - '-> - 1--- - 1--- - 1--- - 1--- - f- - 1--- - f- - 0 f- - ~ 9 ~ 1--- - 1" 1--- - c.o .-1 .-1 1--- - 0 .-1 .-1 .-1 f- - N 1--- - 1--- - f- - f- - f-- - 15'8" 5'-8" 6'-4" 1--- ~- 12'-4" 1--- - I-- 1" - 9112" 5'-10" f- m -- /: 1--- .-1 -- ---.l ~ 1--- - - ----l.J - f-- - 1" f- -- .-1 f-- - ~ N f-- - L() 1--- - rr-- - N - " f- - ,~ 1--- - <0 1--- - 1--- - f-- - f- - 1--- - ........ 1--- - <.l? ~" 1--- - 5'- 3112" ('f) ...-- 21'-111/2" 1--- f- - ~~ ,.. 0 f- - ~ 1--- - ~ - 2'-6 1.2" 3'- 5'-2112" 6'-5" 4'-6112" l'-51h'~ 4'-4" 12'-0" 0 .-1 - -' ~ :6'.. 1 - ~ " { ~ ___:;',u_m - ~ - 1" 1" - - ('f) s' 0:' [1 ~\ == 1" ~ ;' /. " I "r"1, '- - - - / / ~ ~ - <. :/ // 'L 3'-5" -- c.o - --R -" 0" -- :;r - I-- V ~ O? -- f- \ ~ L() 9 I-- >- " ,,\ -- I-- 0- ~ -- I-- < .-1 I I I-- ('f) i I : I-- II ~ '-5" I ~ I-- c.o ~ - t ~ ~ I-- " - ..0 I-- 0: II 1~ I-- f- ~ II I-- 5'-8 1.2" 4' -101/.1" 3'-7" 8'-10" 4'-8" 3'-2" 8'-10" 1" " f- l ~ ' - -, - co I I f- I TTIC I 1'0 L() ..---- - I I " 2'-8" . I ..::><:. :~~?~ - ~ .U>// _ -' ~ s:: - '/>< (') - 2x6 WALL .-1 3'-5"= :Jl jJ: ~~ - - i-- 1" ex: ~ Vh .......,., -' .-..<-;2.; f- 1--- c.o V '.. /' 1--- - 1--- -- '/ - f- 3'-6" k - O? f- S' - f-- 2'-8" t,) - co 1--- L.L./ 9'-2" ~ )'-11" - .-1 1--- 5'-8112" 5'-5112" '^'- - '1 '1::f' (/ ~ - " - 1--- V 19 - ~"~ 3'--0" 4'-0" - 1--- ~ - - 1--- <.l? - ., i- I-- - 1--- - .-1 - 1--- - .-1 - 1--- - - 1--- - - 1--- 14'-2" 5'-10" - 7'-8" 12'-4" - 1--- - - 1--- - 1" - 1--- - - 1--" - I"- - I-- 20'-0" r---------------~ -- - 1--- I ATTIC ACCESS I - - LOCATE IN FIELD - 1--- I I 1--- ------------------- - -- 1--- I 22" X 36" MIN I 1--- 1II1 III I :: III, IIII c- 1--" I I I-- ------------------, .....- c- L_______________j f- 00.. 1--- I-- I-- -- I--- -- I--- -- f- -" I-- -- I--- -" I-- -" 1" 1--- -" 0 I-- - f- -" N I-- -" 1--- 2'-0" 6'-5" 3'-11" -" 1--- -" I-- -- I-- -" f- 9 -" I-- 1" -" I-- ~ -- I--- ('f) .,.., - I-- .-1 -- I-- -" 1--- -" I-- - I-- -" I-- -" I-- -- I-- -" f- -" I-- 1--- I-- ~- f- '--- I--- 1--" I-- 1--- I-- r-- II II II II - 2'-0" l 16'-0" l2'-0" 7'-8" 12'-4" n 20'-0" 20'-0" 40'-0" w <.:J _ 0 I ~ N Z f-. I,/) 3: (J) - <.:JZW <t(J)0'1 I,/)~Qo O::N(J) en . of-O OM:q: Z ffiz<5u w~:gLi 0 W;::u:<.:J II:q:. j: ~I,/)-z f-f-...IIJJ :J <.:J 0:: U is 0:: l1.. Ll. 0. ..J zW~....J oOujz 0 WOI,/)::iI,/)l1..Zo.lJJ en WZl,/)aJZOQ .0 Z I:JZwQ~f-ZO:: f- 0 ct: I I,/) ct: 0:: 3::J en5a l1..Z...Jf-;>WOoCl:l o <t 0.. I W I,/) 0.. 0:: . LiJ f-w......lf-O::o......lCl:l-- C I,/) ", <t - <t...l w'-'c:r:3:(V)Zo:: 'IJJ _ aJ8:J O<t:JCCcc ..... w....Jf-~~Of-...IJ: C I3:Uo.. wUO::O a: f-oiE:2:~f3iE~~ 0 8~~8~u;~DD ~ 9 I"- ('f) S' co N DIMEN610N FLOOR PLAN SCALE: 1/4" =1'-0" ~IY iQ C:=J 0 ffi <( CO I,/) w o <.:J z is ....J :J en ......I <( 0:: f- :2: o I,/) I,/) w o u ffi8 B:~ wI'- 0l1.. <.:J ('\J (V) <;t z (V) (V) 0 <t......l (V) (V) 0:: l1.. ('\J ('\J ~~@@ I,/) 0.. C9 C9 11')0 1'-1'- <;t 0.. 0 0 O"l <t <;t <;t O"l o (V) ('\J z o 0 CO CO f- ....: r.:.. <t f- Ol,/)~ E <;t 0:: gs 11') o ~WI 0 ~ l1..~~f- ~ as(V)l1')<.:J . O('\JZ ('\J Q) I'- .-j W .-j ~~ ~ ......I W 'C CO....J<;t<tf- 0... l1.. .-j 0:: <t .-j CO:Ju . co- r.:.. f- - CD l,/)~oU!:!::.-j .. Q.<;t:Jf-0"l ~ .-j 0 0:: 0:: . <t I1')Q.If-WOO O"l<to..I,/)UZ o o \D W I- - 0 :J '\t ZUll"'"L" OOl"'"L" - > I N Ul ..J []'I III - DJ 0 I > \D []'I (iWM\D ~ M L" <t 0 L'~ I n.I..JM U1 lL. l"'" ~f-<(OO <tUlo. I ~ W l"'" ~ ~ .~ Z o o \D a Z ~ ~(/)c.:J a (/)J:- Wf-(/)W:J oz(/)::::!<t oO-J:> z~t::3:(/) <tNWCl:~ c.:J"~00 ~Cl:ooO 3:OwWU <tll..J:....Jf- Cl:Of-L;5z O:JCl:(/)~ ~:;;~0Cl: ~~<t~a ;'i1 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 0'-0"-4'-0" 10" 16" 4'-8" . 6'-0" 20" W/ (3) #5 BARS W/ (3) #5 BARS 210# 4'-0" TYP. @ f35\ ALL CORNERS~" 10" 127,2# 6'-8" 374# 6'.8" . 8'.0" 12" 24" W/ (3) #5 BARS 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 WALL (1) #5 CONT. TIED TO EACH VERT, , REINF, BAR ! ;'~A}:::C::::LEAN ~ FILL V bIt I/~SEE SCHEDULE r '7 FOR REINF, STEM WALL FTG. hIt l-STORY SCALE: N.T,S, NOTE: REFER TO DETAIL 34/5-1 FOR TYP. STEP FTG. * NOTE: FILLED CELL SPACING AND FOUNDATION SIZES WILL VARY BASED UPON THE HEIGHT OF THE STEM WALL. SEE SCHEDULE ON THIS SHEET FOR REINFORCING AND FOUNDATION SIZES REQUIRED. NOTE: CONTRACTOR IS RESPONSIBLE FOR BRACING OF STEMWALL DURING UNEVEN BACKFILL CONDITION NOTE: MAXIMUM HT OF STEM WALL @ 8'-0" SINKS 3" VTR 3" VTR )~ TUB W/C~ LAV ~ 2" V 2" TO SAN, SEWER PLUMBING RI5ER NTS. I , ~------------------------------------ 8'-8" 15'-0" (3\ 40'-0" ~-9 8'-0" 1 15'-8" 1 10'-8" 5'-8" .. 16'-4" 1 "'f 00 LC) <( 4" CONC. SLAB ~ WITH 8" THKN ~ ~J 3'-8" 5'-4" 4'-6" I 14'-4" EDGE ('I') ~co @ 3'-0" 4'-0" 5'-2" ---------- ---~~QQ~-g~~~-- --------------------- -~- - ~J~f_g9~~?~~_____ -- --~-~-t----- -------------------------------, :Ii /'It' / /1 / / 'if / / ,d/ /V / /." - ~ y~ / / / /k./ / 'A I~li/ / /~/7 iii : ~ r-------- -----------------------------------T~JDX ~'.RECESS------- -----rrr-- ~'DOW-OP'G--------------1 ; i LV: INDIC ,TES FILLED CELL ~ c;:>: I: ~ : .i: c;:> I/': W/30)0 PSI CONC. GROUT r-- :: : /" r-- : V : FROM FTR. TO BEAM NOTE: THICKENED FOOTING ________! I : : : V : WI it 5 REBAR VERT. REINFORCING TO BE CONTINUOUS ~: : / : V ABOV SLAB. TYPICAL THRU PAD FOOTING TYP. U.N.O. ~ ~ r5E.1\ : / : -6 : @ ALL PLACES SHOWN ~ ~ ~ : / , /: HOOK D FTG. DOWELS 17" ~~"0~: ;: : V : EMBE)MENT WI 25" ,"""'~: / ~ V : EXT. ~ BOVE SLAB : I : 2'-6" X 2'-6" X 1'-0" / ~ ~ i 4" 3000 P61 CONC. 6~AB WI (10\ i i i WI (3) #5 E.W. BOT. ~ ~: ~ ! ~ i 6X6 10/10 W W M Cl-4AIR 6UPPORTED ~ : ! i ; I LC) M : IL PER FBC, OVER 6 MIL VI6QUEEN : I : / : i ~ vAPOR BARRIER 4 TF EATED FOR TERMITE6 : I : (1\ ~ ~ : : V NOTE: PLUMBER TO VERIFY LAYOUT & ~~rv SIZES Ij ~ : / : : l* BEFORE CONSTRUCTIO" BEGINS II~: : / : I V I ~::I,{ : i V : ~ I ALL FOOTTINGS l (;)'-': "'f I I"" LC) MIN. 12" BELOW GRADE I'~i: /: (0 : V N L5: I / : : V ICO: / : I I : I 00, :1 l:;:: 27'-10" , I 12'-2" :: I .~ I s:' -" <:tl ..............1 V L' 0.. __ v--- II V ____ 19'-11" 7'-11" 4'-10112" 2'-8" 4'-7112" 0 I ~ : ~ :=====1==-=-=" ~ 8 ~ : V i>----O"'l"f----"'\i I 3: II V II n I' I I "'f M II II II (0 : ~ ~ ~ I---S{N'K--!~ I I ! * "'f : ~ ~:~"~:;V 1/2" x 51/2 II :-~::, / I N_~ V :~"1- (12\ F ECESS @ ENTRY Ii: : : ~ / : ~ \.S-l) " PAST P,T.GREEN I: W C :: TUB: 0 0 1./ ('I') ~ \ERIFYW/G.C -, LA',' \ I I I ~ ~ ~ : 1-7",...LAV 6'-0112" ~ 2'-8"" 4'-4" ~ ~ I : 1-<' ~ I': I : 8 ('I') V ~JtO II l ~ ( 6 \ I ~X4WALL\'~~' 21 ;-:--/:,: l J: 3: ,i\~{"1- l 0 ~y , _~~" ~_____~I,---O-.-/II '__ ~ I O"l 2x6WALL I ~ I: ':-- :==-============~--~--=-----=i / ~ ~-)W!_C, ~ -.: -:-=-======="=_=~~,~~:~~.. ~ , I! ~ r~-::-~-:12x6wALL-J~--: j r:r~?::-o~:-::~-n ~ ~ :,: t, l \: t, ;='":+~:!~i r-tY-- -------- -r-~-' ~ :~---; I, / l...u t:: ~ :\1:1 ('I') '<:t ~ I-J,' - "' '^ I,' \- - .' -j ',' 00 t _ ~ ' - ~ .' ~ ~: :: W :: ' --------- , III V 1,1 v" <:t / III 1 :~ DRPIN LINE ~~_,-..._-_____~~ ~: ~ ),======="2 =~ '~ : ~----j: ~j1~p DO VN-3~5/ UNI[ ER SLAB PROVIDED II / IL---- --. I V:I /----" ~I ~ ~ LO~Tr ~ /, V I ~ I : , I :,/~BC5009 ' :: ~ ~ ~ SS FOR (0 'j( I 1.,( BY LUMBER 11'/ -. : :I~ TUB _ '____ ~I, ;:: I.. WER 4" ~ / O? : ~, t5EJ\ : ::, ~ ~,,:: L- SEE FLOOR ~ <:t / <:t O? I V / \S-7 ) :1 ~ : VI"~..::u-~ :k;' -~--- -PtAN-FOR1)1MEN.u-~ ----~ ~u____ --- ~: / ~ ., : ~"~-~;_~-;( -7':~'~ ~ ~{~ / / (:JC / / :~ ~ --J __ __ _ u J ~ ~ ~~~_~_~_~.. ~ ~ ~ FO R ELE~~~"O:~~6" X 1'-0" ~ : ; ~ 'f~~) : l ~:?'~_~~~~ ~ ~ 3'8" 4' P" ~ ~ ~ ---- ~2~:' (3) #5 EW BOT.;; )'; I}'" : : 1.1"" co I 16" X 20" CONC. MONO.-/ /. V : I (li\ : V 4" :ONC, SLAB ::s /: 0 FTG. WI (2) #5 RODS ~ V : I \ST7 : V WI H 8" THKN ~ D': r-.:. (CO NT) P ~ ' 14'4" I "=' 5'8": ~ : E~jE <;> ~ ~ ~'O" ; V co I ! k ! <:t 00 ~ ~__ ___uu\~(QQ~_9P~G_u___ ___ ~ V ::s I : 1/ 1_ _ _ _ _ _ _ _ r. /'k J lit" /fi/ /. V ~ I : V I I, ----- _:______uuu_____u___________ ~ ~ I j ~ ! (3\ ~n______J\ V I V : ~ 3'-2" ~ 6' 0" : I : roJ.; I IV I IV' l"'f ~ : k{ C.J.: V : r-- 2 "HIGH BLOCK : ~.L - - - - - - - - 1 - - - - - - - - :V : B SE ON ..LV V : 3 "X 18" X 12" DEEP HOSE; I : : P D WI (3) BARS BIB~ ~ I I ~ I E.W. BOTTOM ~ V ;] l7 ~ 2'-0" 10'4" \S-l) I V (2\ M ~: V (36\ I V ~ 6'-2" V ~ I V ~ ~ I ~ ~ V \g7 V V THICKEN SLAB I@ GARAGE DOOR V , V :J:.; - - - -- - - - - - - - - - - - u - -- - -~ V I ..-.- ...: I c;:> r-- "'f o ('I') O? <:t ~ <:t "'f <:t S" <:t "'f ('I') ~ N c;:> r-- O? (0 c;:> 00 N 3'-2" ~ LC) 6'-2" c;:> r-- I 1,.------ 2'..0" 16'-0" 2'-0" 7'..g" 12'4" 20'-0" 20'-0" 40'-0" FOUNDATION PLAN SCALE:1/4"=1'-0" W l.l...~0:: '00::0 W l.l...l.l... ~1!S~~ ~-O::::) w x~o::o U o:)l.l...u o::ozU I- a.."""wc:t O a..o<::~,-- c:tO<(Q Z WO::I-z o:::LLW W c:tzo::O '1"'1 owc:tO "'-J W~(j)O - I-<(zz 1-......... or-o<( O :)w-w oo::(j)~ O (j)<(Z . 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"'f ('I') M c;:> <:t M ~(/) C\J-.J ~-.J 0- NI L!(~ I'-W ~- ~> l.C)1- ~~ >-0::: o:::() O~ I-C\J Z~ WI- >0 ~-.J ~ -----------------------------------------------------~ ( 2" VTR J v ~ I I I I I I I I I I I I , I I I I I I I I I I I I I I I I I I I I I I I I , I I I I I I I I I I I I -----------------~ o;;:j"(J) 'z ~O N- ..,(J) > w 0::: Lfl o ........ ri u........ r-M <(a.. LC)O Lfl........ '<tc:t riO '~ ;g~ w-...J O-...J ~~ o::~ <.9W zJ- wCl) wO(Y) ~ -...J 0 ~<( 0 z$ N :5 c.. SHEET NO. 25 LAST PLOT DATE April 12, 2005 FOUNDATION ~Il' ~c=JO ~<(CO (j) W o ~ Z (3 ....J :) a:l ....J <( 0::: I- ~ o (j) (j) W o U ....J('I')i:i:x COOl.l...c:t wr--- 0 l.l... ~N M '<t z('I') MO c:t....J ('I') M O::LL NN o .00 .~ coco (j) a.. co co LflO ~~ '<to.. 00 O'l c:t '<t '<t O'l o ('I') N o Z co 0 ...: O? ~I r- b(j) ~ '<to::o ~ ~z o - asO('l')Lfl~c:t NZ ~~C\Jwi:5 C ('I') , ....J w 'C co ....J '<t c:t r- a.. 0... 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ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINiSHED FLOOR TO CENTERED liNE OF THE BOX TO BE: 12" AFF (GENERAL) w (.:l co 0 I ~ ('II Z f-, (/) :s: CD (.:lZw <!:CD..-l (/)~Qo cr:('IICD en . of-O O..-l'*l: Z ffiz(5u w~~ii 0 ZW~u:(.:l II~. i= _(/)-z f-f-....Ul ::) (.:l cr: ~ (5 cr: l1.. LI. a. ...J zWQ.......J 00.. 0 WOI,/)-I,/)l1..zUlZ (I) wZ ~ZOOa.Ul I:::)(/) ow-.o Z f- z w - .....J f- Z c:: ,,, o ::5 I (/) <!: cr: ==:;) "wi ~ZQ..f->L.LJ~o~ en <!: I W (/) 0:: . LIJ f-w.....Jf-cr:o....Jal..... C (/)(.:l<!:- <!:.... Wocr:3;:('l')Zcr:...,:Ul < COW:::) o<!::::)....cC W.....lf-~~Of-....J: C I3;:Ua.. wUO::O 0::: f-O:::)~IZ:::)cC- - 8~~g~~~D~ ~ , , , , , , ", ~ c := ~([ ::: ) " --fAN \ / ~ e.(1EWr \ /1 OPT~ \ ''1----- /\ : I I I \ : \ \ \ \ I \ (j) o ('l') N o Z co 0 ..: O? ~ f- 6(/)~ E .qcr:cr: o xWO (fJ <!:wI ~ u..:, ~!:.. as8LJ")\,,';;::( '" N 2. . lliJN(:jWG ffi ('l') .t <e w .~ '-.....J"cr:~ .",: o l1.. 00:::)""" " 'rOr-:.f-~<.O I,/)~Ou~" w o..q :::) f- (j) "0 cr:cr:.~ LJ")o.If-WOCi (j)<!:a..I,/)UZ KITCHEN BATHROOM LAUNDRY ROOM EXTERIOR WATERPROOF GARAGE GENERAL PURPOSE RANGE 44" AFF 39" AFF 36" AFF 12" AFF 42" AFF 2" AFF -...... I , ~ '-...... - -{ = J:( r\:([ ::: ) 4 FAN ill PREWIRE '-.;) IIOPT.I .............. ~ LJ") o o N \ ...... rOPT.1 N " ~ l'dl \ C - J:( ,,'([ ::: ) I ~ - - - - - - -/~~~~W~R; - - - - - r u~ i \ I \ I \ I \ I / 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 r - , I TVI L _ ~ IOPT.1 o o \0 W I- - 0 ~ ~ Z ..... r-.. OO.....r-.. - > I l\1 U1 ..J []"I III - [l] 0 I ~ \0 []"I OW[Y]\O 0:: [Y] r-.. A 0 I [i: I ..J [Y] I m I.&. ..... AI-~ro """mill I- W ..... ~ ~ I- I TVI L _ ~ I I I I 5'-71/2"1 I I I I I I I I IOPT.1 16'-4" (1 I I 'd C = J;( ~-::: + - - - F FAN \ \ PREWIRE PPT. I ,,-/, IOPT.j '\ ELECTRICAL LEGEND $ $2 $3 $4 $DM DIMMER SWITCH ~ SMOKE DETECTOR ~ FLOOD liGHT 1_________1 FLUORESCENT liGHTING UNDER COUNTER SINGLE POLE SWITCH DOUBLE POLE SWITCH THREE-WAY SWITCH FOURWAY SWITCH ) / I,/) W ~ I U n n n u u TRACK liGHTING -9- fr d) o d) GROUND FAULT INTERRUPT d) WP WATER PROOF WI GROUND FAULT dlD 220 VOLT OUTLET ~ SPECIAL SERVICES OUTLET I TV I T.V. CABLE OUTLET ...... ~ 8 ~ ~ BATH FAN WI LIGHT CEiliNG FIXTURE CEiliNG FAN SCOUNCE ( WALL MOUNTED) FIXTURE 110 VOLT DUPLEX OUTLET I,/) I~ DOOR BELL CHIMES u @- DOOR BELL DISP DISPOSAL 0 LCJ DISCONNECT SWITCH ~ PREWIRE SPEAKER 0 JUNCTION BOX CD THERMOSTAT 0 LOW VOLTAGE LIGHTING " I \ ~ IW,H, \ INTERCOM SYSTEM \ I , / lE.8J GARAGE DOOR PUSH BUTTON ---- z o o \0 110 VOLT SPLIT SWITCHED OUTLET WP 4'-8" o / / ~ 3'-2" / / o Z lJ.J '-" Z v;~~ 0 lJ.Jf-cnlJ.J::J OZcn:::!<t OO-I> z:2:t::s;cn <C'oIlJ.Jo::~ '-"""'~Oo zo::OOO ~~lJ.JlJ.JU C20~~~ o::Jo::cnii! ~::q::oo:: ~~<t~13 U 0:: W W Z zo Z O.....J o _- U I- =:l I,/) <t: a:l -u, o g ~ itS2. ~<t: WLL. >0 TELEPHONE CABLE OUTLET / ~ , ~ \ I II ' ----- C =' iZ~:([ ::: ) IOPT .1 A FAN ~ PREWIRE i IOPT.1 I I I / / ~ s- ('I) \ RECESSED LIGHTING WATER PROOF RECESSED LIGHTING BATH FAN ELECTRICAL @ 4 PANEL FIELD LOCATED GFI WP IOPT.1 \ \ \ ~---, --@~-----~ '\ I ~ I I A TIC ELECTRIC I \ I I ~If_ _~g~~ !3_Y_ <?gp_E_ ~ \ \ \ \ '-<>- \ \ \ ~ \ - , TVI - ~ LJ") ~U) 0 ........ " 'Z u........ ~O f-('l') <!:a.. N- LJ")O -rlU) LJ") ........ > .q<!: ,,0 W '~ ~ ~~ ~ (j) W-.J C\J ~ ~ .....J O-.J w 0 ~~ cr: .....J () >-l1..z zf-O 0 <!:z- - ZW~ :c f- -(/)> I o:::~ OZ- C\J 0 woo uu<!: Z :::) 0 L!) $ '-9W oz- owcr: cr:f-O I Zl- f- a..t::ci f'-- LLJ I wcr:.....J w(f) cr:3;:<!: wwcr: ~ - (!) COIf- > wO(Y) f-f-rE Of-u ~ ~-.JO 0::: Z:::) . I- >-OQ.. L!) ~<( 0 >- <!:Icr: (j) ~t::o z3: N 0- :s:U Z ~ ::5cr:w LLJ 0 w~ <:t: a..zo 0:: .....J () I,/)ZI >- a.. -<!:I,/) ~~:::) 0:: 0 SHEET NO, Q.. 4 cr: 0 0 ~ u W I- ~ C\J OF 0 I Z ~ 25 (/) :::) ('l') W 0 I- 0 > LAST PLOT DATE N @ 0 April 12, 2005 Z - .....J ELECTRICAL PLAN 80:: I-W <t:1- UW o~ .....J. OU .....JW w.....J _W LL. c:==:J c:::::::J o FOR GARAGE DOOR OPENER ~---------------------~-~----------\------~ ----t--------- T -------_+___- : '\ : I I : I : '\ : I I : , @:42" : \A,:F, F. : \ I : \~ I :\ L 11/2" RIGID NIPPLE WITH 2 #1 AND 1 #3 CU THW CONDUCTOR #4 Cu GRDUNDIN~ PER NEC 1999 EDITION MAINTAIN ATTIC ELECT 36" FROM BATH ROOM HOSE BIBB BY POWER COMPANY \ ~CTRICAL RI6ER DIAGRAM ~ ~ NT6 ----------------------------------------- 6ERVlCE 61ZE = 150 AMP6 ELECTRICAL PLAN --- SCALE: 1/4" =1'-0" ---- --- IOPT.1 -- - -- - - - - - -- ---- IOPT.1 ~ i ~ ~' 'j'"'@ ~'u ~ ffi <x: co ~~CJ:83 I CI) 0 0 0:: (l)cuQ..'-' Q)c8~ - '0.0 u:: ....J CU'- f=::J ~ ... ~ 0:: en <t: O..,w 0:: "C U f- E ~ ~ ~'-1- ~ ... /' (/) W o U ~ ffi88:~ f-+ ~"G) w t'- 0 LL '-' N (Y) <;t Z (Y) (Y) 0 "(t1 <t: ....J (Y) (Y) .v'~ '-Y 0:: LL ~ ~ ~ 0'00 .~CX)OO ~ r.--. (/) Q.. CX) 00 ~..- ~) Lf) 0 r-.:.. r-.:.. <;t Q.. 0 0 l!) (9 L- m <t: <;t <;t W LL~O:: '00::0 W LLLL :;:~~~ ~-O::l W ><~O::O U O::lLLU O::OZU I-- Q.."",W<t: O Q..""'~f- <t:0<t:0 Z WO::f-Z o::LLW W <t:ZO::O fM OW<t:O \"J W~(/)O <( f-;::ZZ o O<t: I-- ::JW-W o Oo::(/)~ (/) <t: Z . o W(/)W<t:Z LL ,-,z~a:Q w ;::QOO:;: o(/)O::f-u 0::: o~Q~:J <( LL"",o::UQ.. W""'wOQ.. =:l 0::0f-~<t: r"v <t: Z u..I ....J \"J ::J:J -. 0:: ....J (f) o(/) <t: (/) 0 ~ O::....J........;> ....JW~O>- ....J>~ZO:: <t:0;><t:0 * 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. GENERAL NOTES: VENTILATION CALCULATION ROOF CRITERIA -12" OVERHANG U,N.O. -PLUMB CUT FASCIA -ROOF PITCH PER ELEVATION -WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) -SHINGLE LOADING FORMULA = S,F 1300 (1/300) 1 2 (INTAKE vs EX"AUST) * 144 (TO CONVERT TO SQ, INCHES) = NET SQ. INCH REQUIREMENT 2076 TOTAL 498 SQ. INCHES OF 5 TOTAL S,F. 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END CD @ +35.8/-38.1 +35.8 / -45.0 @ @ +34.2/-36.5 +34.2 / -41.7 @ CD +32.9/-35.2 +32.9/-39.2 @) @ SEE COVER SEE COVER I I 4' OFF RIDGE VENT 2'-0" -,---- /' .. .. f- ~ I ~. - - - f-- - - ~ I D u 0 0 <t: .....I W en I LL ~ 0 CL 0 CUT 1 SCORED 0 0 f- ~ 1A3 SH BANDS (TEMP) RETURN 2'-0" q ~ CD I 00 (0 I ~ --' FIN. FLR. ------- D Z ~ ~CIJ<.:l D CIJ::r:- UJI-ClJUJ:J DZ CIJ:::! < DO-::r:> z~t:~CIJ <C\lUJo::~ <.:l"'"~OD ~O::DDO ~t2UJUJu C2D~~~ D:JO::ClJ1:l! CIJ~UJDO:: IClJtZ::l I--<<U LEFT ELEVATION II NOTE: 1'-0" OVERHANG SCALE: 1/4" = 1'-0" ~ 10" ./ , 4' OFF 4' OFF RIDGE ~ r--- RIDGE VENT j ~ j VENT ~.~ /'/" ~ /'./ . . .-1 OFF RIDG~ . . .................'" /'" ,T iT. . ................ ./'. ... r .. .. ..:. . ... ... ..: ~ ./' : : ..... . .... . ... ............... /" . 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Q.. 0:: 0 0 ~ 5 U w ~ l- N 0 OF I Z (/) ~ 25 ::l (Y) lLJ 0 0 > I- LAST PLOT DATE N @ 0 April 12, 2005 Z --.J ELEVATION - , , 0) 1-6" ./ , ~ I I 5 KEYSTON E DETAIL , CREIZE ....~ ~ ''''1' >- 0:: f- Z W @l <..;:J Z 0:: <t: w en ,/' \ \ I I EEEB "';", u DO 0:: <t: .' LL DD 0 CL @ 0 f- ~~D ~ 35 SH j /~ DD l"- \. J-\ ) I - ..... \ / 00000000 00000000 00000000 000.0000 @ 16' X 7' 32 PANEc----J OVERHEAD DOOR ~ ~ D D I 0 U 8" TRIM-.. 0 <t: ....J \ W en I u.. ~ 0 0 CL 0 0 ~ f- t-I' <..;:J I ~ o U <t: 0 W .....J I en ~ LL o 0 o CL o ~ f- 8" TRIM u/6 TRIM 5' ~ q 0 FIN, FLR. to, 00, ..., ........ .. ,', ' - ~ q 35 SH FIN. FLR. (0 00 - - - - - - - - - - -'.-- - \ ,.- @ 25 SH @ CD BUTT JOINT ON 2 X 4 WALL WI HEADER @6'8" BOT. OF GLASS 24" OFF FLOOR CQ) 6068 SGD [NOTE: ALL TRIM, BANDING I I TO BE CUT 1 SCORED 8" THK x 2'-0" WIDE FRAME OUT COLUMN BLK BASE TO 2'-0" HIGH. - REAR ELEVATION FRONT ELEVATION II NOTE: 1'-0" OVERHANG SCALE: 1/4" = 1'-0" SCALE: 1/4" =1'-0" NOTE: 1'-0" OVERHANG IT] ~ f8\ ~ ~ t ~ " "" ('Y) <AV---- TYP U,N,( . t :r ~ (i) ---- ~ t :r ~ 10 ~ > JO'.... ~ / [1] 8 S-6 26 S-7 40'-0" 12'-8" 15'-0" 12'-4" > ~ > !:Q ~ LD o ('I') o ~~ Jl\ ~ ~ V / / / / 7 / / // / / / V //V// VI/ /1 / / >/ I' ////f:::1 'f:::,V /f::: f::: /f:::I/f:::f:::./f::: f:::. f::: J3\ lI'..............'....... / / ....... .............. / . ....... ......../ ....... JS\ ~v / ~~I// :~~/V,/,~ / / / ~; / / ~;~ /~ // /)4"0"/, //V/ /vV'/ /1///// /Vy V /7/ / /" / / I' / / V;( / / / / / / // / /v Lv / ~ ~ / ~ / / ~ ~ /" / ~ ~ / / ~~y; ~ / H07 77 ~ / / / ~ + + + + + + + + V //1'/ //// ~++ + + + + + + + + + + / v/// / / / / /+ + ~+ + + + + + + + + + *" + + + + + + + + 7 H09 . '/ / ' / / i /~ ~ i ..L ..L i. 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JOf) J03 (~ ~' JOl ~, t :r ~ t :r ~ t ~ " "t ""i [1] . j ~~~ r#~ ~~ ~'" Mid-State TrussCom pany 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 f BEAM BY BUIDER I NON BEARING WALL IT] t~~~ = 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. / :~ 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. HANGER SCHEDULE ZONE IT] MWFRS f2l COMPo & L:..J CLAD ~ MWFRS ~ MWFRS ~ SIMPSON HGUS210-2 A SIMPSON b 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 CONNECTOR A HETA16 B H ET A20 C H2,5A D H3 E META20 F HHETA20 G Hl0 H MTT28B J HTT22 K H D2A * L H D5A * M H D6A * N IIJS2n P HUS26 Q HUS28 R MTS12 S MTS16 T MTS20 U MGT V LGT2 W HGT-2 5.9 ------ V _________ Q 0 12 ~ \~ \~. 1'-4" TRUSS END DETAIL UPLIFT CONN. < 149018S. @ < 149018S. @ - < 117418S. SEE 5E.1jS-7 - < 45018S. @ I SEE SHEET S-7 FOR NOTES I UPLIFT CONNECTION 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 11/2" 2235 12 - 10d x 11/2" 990 850 16 - 8d x 1112" RT16 1030 945 8-8d X 11/2"& 8-10d 4455 4455 24 - 16d MTS27B 4685 4029 24 - 16d 5260 5260 32 - 16d SINKERS HTT22 5370 4618 32 - 16d 2775 2""70 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 T06 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 3112" THD26 1875/3040 1580/2365 13220/5970 ** 2705/4510 ** 30 -16d x 3112" THD28 2330/3965 2015/3430 1000 860 14 - 10d x 1112" MTW12 1195 905 14-10d 1000 860 14 - 10d x 11/2" MTW16 1195 905 14-10d 1000 860 14 - 10d x 1112" MTW20 1195 Q05 14-10d 3140 3140 22 - 10d X (1) 5/8" ATR W/ 5" EMBED w7 SIMPSON "SET" EPOXY 2050 1785 30 - 16d SINKERS LUGT2 2260 1945 30 - 10d 6280 6280 16-10d 5" EMBED, HUGT2 6280 6280 8-10d 5" EMBED. 2)5/8" DIA BOLTS (2) 5/8" DIA BOLTS 24-10d X 11/2" HTW20 1530 1315 24-10d X 11/2" 10 - 10d SPT22 715 8 - 10d 12 - 10d SPT24 895 10 - 10d 12-10d X 11/2" FASTENERS USP MANUFACTURING, INC, CONNECTOR CAPACITY SYP SPF HTA16 1500 1500 HTA16 1500 1500 RT7 585 585 RT3 550 475 HTA20-18 1200 1120 13 - 10d x 1112" 13 - 10d xli /2" 10 - 8d X 11/2" 8 - 8d X 11/2" 10 - 10d X 11/2" FASTENERS 1245 535 605 520 W lL.~0:: '00::0 W lL.lL. ~~~~ ~-O:::l W ><~O::O () O:::llL.o O::OZO I-- Q.."",w<l: O Q....:::::,c::1- <l:0<l:0 Z WO::I-z O::lL.w W <l:zo::O '1""1 OW<l:O \.,J w::,c::(/')o <( I-;::zz o o<l: I-- :::IW-w o Oo::(/')~ (/') <l: Z . o W(/')W~Z LL <-,z~lL.Q w ;::QOo~ 0(/')0::1-0 0::: 01'5Q::,c::::J <( lL."",O::OQ.. w..:::wOQ.. => o::ol-ffi<l: o <l:.....J~ .....J (/) :::I.....J ,o::.:;}. 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DOOR \ 5--11 ) J STEM WALL FTG. ~ 1- STORY SCALE: N.T,S. P.T. FURRING TILE ON BACKER BOARD 4" X 8" X 16" CMU \ -I HOLD 1" 4" x 4" x 16" J PAVER CURB nF.F, I ":- ' '- , , ~ ~ ~ L, :/:"~::: t ,', ':'-:~.""':-':"-"":-'7'-:""-'~"" ~ 1 !!;!!,~ -oll',.~,' ~~'r" '-WW,M. \ b { (2) #5 CONT, (i3\SECTION @ SHOWER \ 5--11 ) STEM WALL FTG. SCALE: N.T,S, ~ l-STORY , L-MUDDED FLR, SLOPE TO DRAIN DOWELS - BLOCK SEE FOUND, WALL PL. FOR ( /#5 REBAR CONT. LOCATION '/ @ F,F. SLAB LEVEL LlNTEL.~ 1 ~ _ _ ---'=,~, 1 COURSE ~ -IJ' ,SEE PLAN '; I- I--_-.t,..-_-.~,....: 1 FIf\.ISH GRADE ~'" \ . .:. ", "1 WW.M, ....,~....'J' d .~, :1';1~ ~ b l>-- SEE SCHEDULE " "FOR REINF, I 2A (2\ EXTERIOR BEARING @ GAR. \ S-1 " 5--11 ) J STEM WALL FTG. SCALE: N.T,S, ~ l-STORY 2 X 4 P.T, PLATE 1/2"X 8" ANCHOR BOLT WI 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. / r~EINF. SEE / IPLAN ... - :.;--:- ~~~~j'::~/.:~~~'- ~ ~-GIN ~\"lH1FK.. ....;. '.:.: M "~:::~m 1 ". 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A" .... ..' r- ~::.~..'~)'.~ - . , ' " , ,'~ ;:f'~;j~" , ."" , .. .J ., " , .,. .". ...: " , "'ROUT SAFE LOAD TABLES ~~~ ___ TYPE LENGTH _____ 2'-10" (34") PRECAST 3'-6" (42") PRECAST 4'-0' (48") PRECAST 4'-6' (54") PRECAST 5'-4" (64") PRECAST 5'-10" (70") PRECAST 6'-6" (78") PRECAST 1'-6" (90") PRECAST 9'-4" (112")PRECAST 10'-6" (126") PRECAST 11'-4" (136") PRECAST 12'-0' (144") PRECAST 13'-4" (160") PRECAST 14-0' (168") PRECAST 14'-8" (176") PRESTRESSED 15'4" (184") PRESTRESSED 11'-4" (208") PRESTRESSED 19'-4" (232") PRESTRESSED 21'4" (256") PRESTRESSED 22'-0" (264") PRESTRESSED 24'-0" (288") PRESTRESSED h)_ h)_ 'V 'V~ L~ 2'.10" (34") PRECAST 3'-6' (42") PRECAST 4'-0" (48") PRECAST 4'-6" (54") PRECAST 5'-4" (64") PRECAST 5'.10" (70") PRECAST 6.6' (78") PRECAST 7 '-6' (90") PRECAST 9'-4" (112") PRECAST 10'-6" (126") PRECAST 11'-4" (136") PRECAST 12'-0" (144") PRECAST -"5 REBAR AT BOT~O~ OF LINTEL CAVITY \ 13'4" (160") PRECAST BOTTOM REINFORCIt\ 7.5/8"ACTUAL :,- PROVIDED IN L1\1TEL 14'-0" (168") PRECAST 8' NOMINAL WIDT (VARIES) o MATERIALS 1. f'c precast lintels = 3500 psi. 2. f'c prestressed lintels = 6000 psi. 3.grouted per ASTM C476 f'g = 3000 psi wi maximum 3/8" aggref!ate and 8" to 11" slump. 4. Concrete masonry uniTs (CMU) per ASTM C90 wi minimum net area compressive strength = 1900 psi. 5. Rebar per ASTM A615 Grade 60. 6. Prestressing strand per ASTM A416 grade 270 low relaxation. 7.7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. GENERAL INSTALLATION NOTES 1, Provide full mortar head and bed joints, 2, Shore fil'ed lintels as required, 3. Installation of lintel must comply with the architectural and/or structural drawings, 4, U-Lintels are manufactured with 5-1/2" long notches at the ends to accoMmodate vertical cell reinforcing and grouting. 5. Alllinte:s meet or exceed L/360 vertical deflection, except lintels 11'-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 mechan'cal anchorage. 8, Cast-In-place conc~ete may be provided in composte lintel in lieu of concrete masonry units. 9. Safe load 'atings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605,05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls sha'l have a coating of stucco a;lplied in accordance with ASTM C.926 or other app'oved coating, 12. Lintels loaded Simultaneously with ventcal (gravity and uplift) and horizontal (Ia\e'al) loads shoud be checked for combine loading with the following equation: Applied vertical load Applied hOrizontal load + Safe vertical load SAFE LOAD TABLE NOTES Safe horizontal load < 1.0 1. Ail values based on minimum 4" bearing, Exception: Safe loads for unfilled lintels must be reduced by 20% If bearing length is less than 6-1/2", Safe loads for all recessed lintels based on 8" nominal bearing. 2. N.R. = Not Rated. 3. Safe loads are total superimposed al10wabie load on the section specified. 4, Safe loads based on grade 40 or grade 60 field rebar, 5. Additional 'ateral load capacity can be obtained by the designer by providing addional rein.forced masonry above the precast lintel. 6, O'1e #7 rebar may be substituted for two #5 rebars In 8" linteis only, 7, The designer r1"ay evaluate cO'1cen',rated loads from the safe load tabies by Calculating the maximum resisting moment and shear at d-away from the face of support, 8. For compOSite lintel heights not shown, use sa'e load from next lower height. 9, For lintel lengths ,.,ot shown, use safe load frOM the next longest length show'1, 10, Ail safe loads in units of pounds per linear foot. 11. All safe loads based on simply support span, 12, The number in the parenthesis indicates the percent reduction for grade 40 field added rebar. Example: 1'-6" lintel Type 8f32.1B safe gravity load = 6472 (15) w/15% reduction = > 6472 (.85) = 5501 plf 14'-8" (176") PRESTRESSED 15'4" (184") PRESTRESSED 17'-4" (208") PRESTRESSED 19'-4" (232") PRESTRESSED 21' 4' (256") PRESTRESSED 22-0' (264") PRESTRESSED 24'0' (288") PRESTRESSED FOR GRAVITY, UPLIFT & LATERAL LOADS 8F8-1 T 8F8-2T 1q7? 1q7? 1.">6q 1569 1'lR::l 1 'lR.'l 1207 1?07 1016 1016 90Q 929 835 (12 835 727 (23 727 591 591 530 530 474 494 470 (9) 470 418 115 428 384(15 410 239 246 224 230 187 192 162 166 142 142 137 137 124 124 ~~~ LE~ 8RU6 4'-4" (52") PRECAST 1635 4'-6" (54") PRECAST 1494 5'-8" (68") PRECAST 866 5'.10" (70") PRECAST 810 6'-8" (80") PRECAST 797 1'-6" (90") PRECAST 669 9'-8" (116")PRECAST 411 8' PRECAST & PRESTRESSED U-L1NTELS 8U8 8F8-0B 8F8-1S 2231 'lORq 'lORQ 2231 'lORQ 306q 1966 ?"iR1 ?6q3 1599 1 q6q 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 8F12-0B 8F12-1B 4RO"> 460!'i ::l71q 4605 2751 4605 2110 4375 1438 3090 1173 2622 2177 2177 1729 1729 1160 1245 890 1052 945 945 873 873 755 755 706 706 N" 783 N" 710 \lR 548 \lR 420 NR 340 NR 315 NR 250 GRAVITY 8F16-0B 8F20-0B 8F16-1B 8F20-1B 6113 6113 5163 6113 3820 6113 2931 6113 1999 5365 1631 4360 3480 3480 2632 ?P.R1 1P.?o; 1R4':l 1?47 1o;_':l_':l 1':\RR , ~"'''' , ..,,'^ , 'J",^ 1n7~ 1/'>7'" '1'1'0') '1'1'0') "0 '':\71' NR 1 ?o;O "0 Qo;O "0 70;0 "0 ">ClR "0 .">"iO ,,~ 4"i0 UPLIFT 8F2D-1T I ~1-~U-21 ';;747 !'i747 4569 4569 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 l12 732 446 (11 616 393 (11 531 378 III 508 341 (10 450 7547 7547 6607 7547 4890 7!'i47 3753 7547(7) 2560 7547 (36) 2090 7168 (45) 3031 5381 ??Oo; ':lRClR ?"iF;4 ?o;F;4 ?OQ':l ')()Q,. 1RLR 1l<AF; 1RRJ. "'''A 1J.?R H'J" '':\'J'' , ':\?" NR '0(')0') \10 n':\':\ \I~ 1 ':\?R \I~ 11'':\7 \I~ RJ.~ ~~ 7RJ. ~~ R.~J. 8" PRECAST & PRESTRESSED U-L1NTELS 8RF6-0B 8RF6-1B 1749 1891 1596 1756 920 1167 859 1113 901 901 755 755 466 526 8RF10-0B 8RF10-1B 3355 3699 3063 3699 1770 2481 1653 2342 1825 1825 1490 1490 999 999 8F24-1T ~1-~4-~ I 70::14 70::14 5591 5591 4853 4853 4292 4292 3607 3607 3295 3295 2959 2959 2571 (10 2571 1811 (15 2084 1458 (15 1865 1272 (15 1738 1151 (15 1649 962 (14 1444 887 (14 1434 (8) 823 (13 1324 (8) 767 (13 1224 (8) 637 (12 993 (8) 546 (12 831 (8) 480 (11 713 (7) 461 (10 681 (7) 416 (10 600 (7) GRAVITY 8F24-0B 8F24-1B 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 8F28-0B 8F28-1B 103q4 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 N" 1515 NR 1359 NR 1285 NR 1092 8F32-0B 8F32.1B 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 8F28-1T ~1-L13-:..' I R'l?1 R'l?1 6613 6613 5740 5740 5077 5077 4265 4265 3897 3897 3498 3498 3039 (10 3039 2152 (16 2463 1732 (15 2204 1510 (15 2053 1366 (15 1948 1141 (14 1718 1052 (14 1694 (8) 976 (14 1625 (11 909 (13 1562 (14 754 ll~ 1268 (14 646 (12 1057 (14 567 (11 903 (13 545 (11 861 (13 491 (10 756 (12 8F32.H ~I-,j:..'-~I 9608 9608 7636 7636 6627 6627 5861 o;RR1 4924 4924 4498 4498 4038 4038 3508 (9) 424 534 357 3508 2494 115 326 512 227 2842 2007 (15 284 401 178 2544 1749 (15 260 452 152 2369 1582 (15 244 402 135 2247 1321 (14 217 324 109 1993 1218 1954 1129 1874 1052 1801 872 1470 746 1225 654 1046 629 997 566 875 8" PRECAST WI 2" RECESS DOOR U-L1NTELS (14) 205 (7) (14 N R (11) . , , (13) N.R, (14) (12) N.R. (14) (12 (14 N.R, (11 (13 N.R. (11) (13 N.R, (10) (13 N.R, 91 8RF26-0B 8~F26-1B 6493 9479 5924 9479 3402 7917 (19) 3174 7402 (19) 9448 9479 7239 8998 (19) 4091 4150 8" PRECAST W/ 2" RECESS DOOR U-L1NTELS ~- ~~ UPLIFT _______ TYPE 8RF6-H 18RF10-1 RRF14-1T 8RFl8-H 8RF22.H 8RF26-1T 8RF30-H LENGTH _____ 8RF6-2T IRRF1 . 4-n 8RFl8-2T 8RF22.2T 8RF26-2T 8RF30-2T 4'-4" (52") PRECAST 905 1748 2635 ;:)0:..':..' 4409 5296 6183 905 174R 2635 3522 4409 5296 6183 4'-6' (54") PRECAST 867 1 R7!'i 2525 ;:)..:H4 4224 5074 5924 867 1 R7!'i 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1 ':ln1 1960 ~1j1~ 3277 3935 4594 675 1':l01 1960 2618 3277 3935 4594 5'.10" (70") PRECAST 655 1 ?R? 1900 2:>38 3176 3815 4453 655 1 ?P.? 1900 2538 3176 3815 4453 6'-8' (80") PRECAST 570 101? 16:>1 aU4 2758 3312 3865 570 10Q7 1651 2204 2758 3312 3865 1'-6" (90") PRECAST 506 7Q7 1462(8) 1952 (7) 2442 (6) 2931 (6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 931(12) 1301 (15 1640 (15 1980 15 2322 (16 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR, SEE NOTE NO.4 908 743 554 475 362 337 296 279 N.R, N.R. NR. N.R. N.R. N.R. N.R. 8F12.H 8Fl6-H 81-12.2 I 81-10-21 ::l17::l 4460 ::l1 7::l 441';0 25?4 ::1547 2524 3547 2192 307Q 2192 ::1079 1940 2724 1940 2724 1632 2290 1632 2290 1492 20Q3 1492 2093 1340 1880 1340 1880 1021 1634 (12) 1166 1634 680 1133 (15 851 1326 552 914 (15 686 1183 485 798 (15 599 1028 441 723 (14 543 928 373 606 114 455 770 346 559 (14 420 709 323 519 (13 390 655 302 485 (13 364 609 255 404 (12 303 500 222 347 (11 261 424 198 306 (11 230 369 192 295 (10 221 354 175 267 (10 200 316 8RF14-0B 8RFl4-1B 3280 5206 2992 5206 1716 4567 1600 4242 3120 3120 2459 2459 1568 1568 8RF18-0B 8RFl8-1B 4349 6639 3968 6639 2277 6389 2124 66391101 5048 5048 3776 3776 2253 2253 8RF22-0B 8RF22.1B 5421 8060 4946 8060 2839 8060(34) 2649 8060(39 7747 7915 5743 5743 3129 3129 LATERAL 8U8 8F8 REINF, CMU 293 642 2135 1025 1024 1830 765 763 1365 592 591 1057 411 411 734 340 339 607 507 721 483 293 98 284 89 259 82 194 63 148 51 125 42 116 39 33 8RF30-0B 8RF30-1B 7567 10893 6904 10893 3966 9311 (19) 3700 8706 (19) 7360 10893(32 5623 10893 (48) 3146 5891 (47) 8RU6 8RF6 R~~NJ~ 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 ~ . '" . - .... .." -.. . h: STANDARD HOOKS W/25" MIN, SPLICE I I " " lo. : TYP. FILLED CELL W/3000 P,S.I. CONC, W/l #5 REBAR VERT. h, :, 1 I " , "II. ... INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL V: I I " , ',.. , ~ I: ' r:" , ~ 8" C,M.U. I I " '" 2" X 4" P.T. W/ (3) 1/2" X 8" "J" BOLTS OR (3) 1/2" X 6" EXPAI\iSION ANCHORS OR (6) 3" X 1/4" TAPCONS (8) 2 7/8" HILTI TIX-DNI NAILS I.: r, I I " '" I.: f:, "'.", ~ ....., , ,'.., , . ., '" " ~.. ., , ~' ., , ~' .~ . ." I ....'" ''II'';,.'''' ':.", '.'''''''~ , , , , :~ ' .",,, , ..~ ~ . ., ~ . ..~ '" . , ~," ,'", . ~I" ."~ ' ~: ,', . A: ,', .. ~ ..: ., :', 'II:.... "...., FRAME (EXT./BRG./SHEAR) WALL (3\ TO MASONRY CONNECTION DETAIL ,,"S-2 J - SCALE: N.T,S. - Mil OllIe LINTEL BEAM: .~ 1 COURSE LINTEL BLOCK W/ 1 # 5 _ BAR & 3000 PSI : GROUT, MIN. 25" LAP (ACI 530) NON-SHEARWALL SEGMENT I. 11111111111111111.1 TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSiST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN, CONC. SLAB OVER 6 MIL V.B, OVER CLEAN COMPACT. TERMITE TREATED EARTH FILL REINFORCED WITH 6x6 W1.4XW1.~ VNJF \. FI LLED CELL: FILL BLK, CELLS WITH 3000 P.S,I. jGROUT ONE #5 @ LOCATIONS SHOWN ON THE FOUI\DATION 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. ... - _....; ,\...,;.. '... ' , to....I' ,. '''~,' :. .,....C=f, , . '. , \ - 2 TYP. SHEARWALL SECTION S- 2 I 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.) \i1 ~ . '~.' II ~.'.,,:,"4"'~ .:...~ I "_ -:T :~T -~-J -7::: -:1-7':: . '- ~ SPLICES 25" MIN. LAP (ACI 530 ) ~ 10" ~HOOK 1 ' -~ '..:., _:;:j :...U~ "';".:::1: - '1; ..~.:: ~'.1 ~::.. ~::l~' .:'.: ~i, I r.-- . . '110. - , l II . . ';. I. ';, , ,..:, . . '.;. " ."';. .' ,"" ','~ /I.,'.. ",'~ ..,'~ ",'~ ",'~ .. ~ -'~'-'""",:",'.. --.-:... -' ~ I I I h '., REBAR BOTH SIDES FO~ '. ':, OPENINGS 6'-0" OR MOR~, .. h ':, D':, IL: ' " If: : " h: . '- : '" ' t I h, '. 1 I 110 v., I I l:, ,_ f:.., ' t II 1 I I II '- I II I '. '. I k ': D" E ". ., I I h: . '- :", 't 1 I 1 , " . . '- II ~;: I 1 I 1 ". ., '- (5 \.S-2 - #5 REINF. ~ BAR 1> -<.> -0>" '\ rH";~,~' ~1 #5 STD. 900 HOOK SCALE:l"=l'.O" l' 20" MIN. LAP l' C#3 OR #4 REINF~RCING BAR #3 & #4 LAP SPLICE 25" MIN. LAP 1 1 ,^A' ..l~ IN''l' .YAY."" .",'10". .V'.". ,:')9<. ... y- YW' '--#5 REINFORCING BAR #5 LAP SPLICE " 36" MIN. LAP " 1 1 ,...F. :~Al~""~S ~~~~ :~....lf'9S,....~S^~S ~r ' #6 REINFORCING BAR #6 LAP SPLICE \ REBAR SPLICE DETAIL I SCALE: N.T,S. STD, 90 HOOK , ~5 , : . -,'- ,~- . -,'.1'. ';1 , . . , .'-" : I I I I I I I I 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) STD. 90 DEGREE ANGLE 3000 P.S,I. CONC. Wjl #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 8" X 8" X 16" C.M.U. I ! I I i I I I TYP. DOWEL 25" MIN. LAP (ACI 530) ~; - , . . - - , , - - , - - . - , , - . ':1 . . ',. , '., . '" '... '" , 110,. . 110" , 110,. . '" , 110,. , 110., . 110" . 110.. . 110,. . .... , ." , 110" , 110" , 110, , . , , . . . , j , . , , , , , . , , :.:~, ,",'.:~' ,110'110: ~~.~, ,..'.:~. o",'.:~' ,": ,:~, ,":.:~. .":.: ~~, J, ,":..:~. .':.:~, ,",'.:~' ,.: ":~, ,"',' .:~ ,~. .":.:~. ,.....:~. .":..:~, : ., "" ,,'\1. .", ., ,. "" .", "., .", .", .", .", .", ",. ",. .". "" " " "" ., ~ SEE FOOTING DETAIL TYP. MONO. FTG. J SEE FOUNDATION PLAN J FOR LOCATIONS I , 1 S-2 \ BLOCK WALL/REINFORCEMENT I SCALE: N.T,S. - -11111 III - -- - - - - - - - == - -. - - - - - - - - = - - - - - - = - - - - - - - - ~ -. -- -- - - == - - - - = == - - - - - ~: -- - -- -- -- -- == -- = X@ =' - -- =: -- -- -- -- -- -- ~ == - - -- -- ~ -- - -- - -- -- -- ~ - -- -- - -- -- -- -- - -- -- -- =: -- -- -- ~ - - - - -- - III ., ".... - 1II11II1IIII1I1II111II11 1I111II1I11I1111 I1II1 <!> <!> <!> 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 OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G,C. COORDINATE, @MIN. -- -- -- -- -- -- -- -- == -- -- -- -- -- -- -- ----- -- -- ----- -- -. -. -- -- -- =: -- == ~ -- -- -- -. -- -- -- -- -- -- -- == <!> 11III1 .I (F) FOR ELEV, 1 ~ ~ORmv.2'3 \S:V FOR ELEV. 4 III [ LINTEL PLAN N.T.S, 10'-0" T.O.L. .,. ..,. .... ." "."."''',,,.., '.. /I.., ",. '. ' , . . ..' .. . j' . . ~. .. '.... '.' .. , I" .. I' ., , , "" , ..' . .., . .., . ." . ",. . ..' , ." . /I.. ......, . ~.. .., . ~.' ....' . 4,' .'" , ~,' ,". ' ~.' ..... ' ~... .... ' ~.' .., .. ".' ..... ' ~... ,..' .. ~." ...... . '. , , .'- ','.. .. "",.., "" , ." , ... . ..., . ..... . .., , .,.. ... '''". . . ~.. ", ' ~. .. . .." .., .. ~.. .... . ~. .... .. ~.. ". .. ~.. .. ' .." .... .. ~' ... ' ~.. .." . . '., . "., . ., ", , "... ' '.... . .,.., . ".. . "., . ".. . "", , "', . .' ..:' ".... ~' '.'.. ~.. '.'.. ~" ','.. ~" ",' Ilo ~" '.'.. ~' . ," ... ~" '..... ~" ".'.. ~' '.'. .. ., .., , . .'" , , :' , , :.. .. . ./1.. ' . ."" . . :. ' . .", , . ".. ' . ,,/I., . . . " ...... , 0 ,............,...,.....,. , 0 /I. , ,,, .... . "," " , ,. . , '. , ' /I. , '. .. '" , '" , .. 110 , '. . '. , '. . .,' . , ',..... ,. ,. .,'. - . ':. . '.,'- ' . -LINTE- L CO-URS~," - '-,'- . . -,'. ' . -,'- . . . '~. ,..,,~. :,,~. :,,~.. " " ~ ,110. ..~. ...,,~, ...' ~ ,.." 8'-0" B.O,L. ''', . ':.. '. , " .. ~' '.. 110 ~ .. . , ",. . .. .. -" :... ..".,' ".' .. ~.. ...... ~ ' .. , ..... , '- . ., ",... . , ','.. 8'-0" A.F.F. " DOOR OPENING , ' , " ',,: . . , , , " , , - 9E ,LINTELS AT ENTRY DOOR w/RAISED ENTRY S-2 I SCALE: N.T.S. - 10'-0" T.O,L. ".. ..,.." ..' .......", "" . .., . ." .... "" "" .... ' .' " .. '" 'j" .. , j' . ..." " '." . ,." .. .' ., . , ','.. , , . , ..' , ..... . ....' , ",. . ".' . ", ,'.,....,. ".' . ...... . .. .' ~,' ,",' .. J,' ,": ' J.' :: ' J," ....' .. J.' :. .. ~,' ,'" , ~." ,.. .. ~.' :.. ' J,' :: .. ~." ~.. ' '. - , . 11I1111I1 @ @ ~ -- -. -- -- -. -- == -- -. - -- =: -- -- -- -- -- -- ~ -- -- -- == = -- 11IIIIIII , , - 9H\ LINTELS AT ENTRY DOOR w/RAISED ENTRY S-2 I SCALE: N.T.S. - , - - .. .,.."...' 0 ',,, . ....' . .... . .,. . ." " '.. . . ....., .. , " .. . '.. .. '. .. ".. . '. .. '" ,,' . , " " .. " . , '. , '- ' , I . '. ','.. - ",'- ' . .,'. . . ','. - . -LINTE- L CO'URSr:-,'- . . ','- . ,-,', - . ','- - , .. .'~, :.,' J, ,":' J. ::' J.. ., " '*': ,.... ..~. :..'~. :,' ~ ,.,' ,. ..,.... '. '. ','.. ' ,:, 8'-8" B.O,L. 8'-0" A,F.F. -, ',', -' I . , .. " ~ , . .. . '" 'Ilo . ,.. 110:' '.. 110 ~ ' .. . .... , . '.. "., ...... ":. .. " .~ ' , . /I., '" , .. , . DOOR OPENING " ' . ' , . '. '.'.. 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MAX /~-:', ~ /y ~ II \;~~- _ t . - . \- - _:-) X'~- -BLOCKING ~?r-. , "" MINIMUM 2"x4" "'--- CROSSBRACING (SEE PLAN FOR V ~ LD~;T~::S) ~PER JOINT (: ,/" , .Y ~ \ 00 I)( \_CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. ~ ~ '\ - ~ ~lj I I.____~ - '\ :::::: - ~- - . . -,- '~ - - . . 1'-, - - I , - , - --. CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN- INSTALL BLKG, AT TRUSS WEBS FOR NAILING , l._____~ ,CROSS BRACING DETAIL (TYP ) I SCALE: N,T,S. X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB I 2A , CROSS BRACING DETAIL (TYP.) \ S-3 NOT TO SCALE (2 ,,"S-3 -- - .- G.C. TO PROVIDE BLOCKING TO COMPLY WI 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 BOTTO~ CHORD DETAIL 2/S3-~ r BRACING 2 X 4 MIN, SEE DETAIL 3/l'-3 1/ ---;; 1\ / El , _ _ _ _ w. l)< ~ ~~ oq f2B\" \5J 9 . . ~ ~~ 5' oq ~ - ~ ----'" I'\. ---- /V --V ~ ~ t>< 5' oq 5' oq 5'~ o~ orl~ ----::l ~ j 5' oq 5' oq o Z w n.. ::r: t>< 9;; o~ orl ~< ~o.: ~ ~~ / ~ r--- 0- w 0- w -----.:> L TOP & BOTTO~ CHORD GABLE END BRACING @ 4'-0" O,C, MAX, FOR FIRST (4) ROWS OF TRUSSES (4 ~-3 -- 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 PER~A~ENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB, "~EQUIRED MINIMUM PERMANENT TRUSS BRACING PLJ N , AS PER HIB 91 REV, 7/19/03 SCALE: N.T.S. TRUSS NOTES: 1, WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSIjTPl-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 CONCENTRATION 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 NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS, 5, PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP, TRUSS BLOCKING DETAILS CONV, FRAMED RIDGE TYP. HAND FRAMING ABOV~ T,~USS ~ /l 2X4 BLOCKING MAY BE NAILED / MIN 2X4 STUDS & PLATES AT 2 -0 O.C. '--I\.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 """lIIl 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 I \ X '~/i\) -~ * '- r--~- '" 1\ COLLAR TIE / / /-EVERY 3rd ,0~ """ ~ ~ ** ~ RAFTER VERTICAL SCAB 2 x 6 #2 SPF 48" O,C. Wj (4) 10d TOP & 'BOTTOM / OR USP RT7 OR HCLR/LL W/ 8 - 8d IN PLACE OF (4) 10d TB BEVEL CUTS /(OPTIONAL) / ~ '- 2<4 SPF 2 (2) #7X 3-1/2" . ~ WOOD SCREW EACH TRUSS OR USP RT7 @ 48" O.C, D~-- I' 7 / / PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOr CHORD AT ALL HAND FRAMED AREAS TYP. DIAGONAL....... AT 8'-0" """ MAX " <!!. * 2x8 #2 SPF RIDGE BEAM ** 2x6 RAFTERS @ 2'-0"O,C. MAX. wj (3) 10d COMMON TOENAILS TO RIDE BEAM I .7 1 x x - X --I'----- "- I ~::::::::"WOOD ~ .-!7' TRUSS I ~~ ~g~6R~J ~ A-A ALTERNATE BLOCKING 9 ,DETAIL @ INTERIOR BEARING ~-3~ REV. 8/3/04 - -- I '7 I CONC, MASONRY STEEL OR WOOD BEARING SUPPORT -.L-WOOD TRUSS! .... A PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT TYP. WOOD TRUSS BLOCKING DETAILj SCALE: 3/4"-1'-0" , SCALE: 3/4"=1'-0" SEE -~X~~~F PLANr-::::.- ~I ",EATHING -PROVIDE 2X4 MIN. BLOCKING AT <t OF HIP/RIDGE, TYP,BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TRUSS '~7A ~~ ~ ~~ ~ ~ HIP 1/ ~'~,GT 2X4 BLOCKIr\G- BETWEEN TRUSSES TYP. SECT. A-A 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 NAIL AT 12" O.C. MAX - I 2B\HIP fRIDGE BLOCKING DETAIL \ S-WREV. 7/18/03 3j4"=1'-0" -- - ~ ~ ~ ~ -lIv- "- EDGE VIEW 7/16" O.S,B. EA. SIDE 2X BLK'G. TO O,S,B, W / 2 - 8d EA. END r- WHEN REQ'D RECESSED PRE-CAST LINTEL 8" 0 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 , I I I ....J I ....J ~ I ::::) ~ I u t- O I .-I 0 I f- n.. ::::) I I I I I ~ I "'J I I "'- ~//.-- ~~: '/'/ 2x8 W/ (2) 16d TOE NAIL", ':0 . EACH END ~ 7/16" OSB W/ 6d NAILS @ ~.., 16" O,C, TO SIDE & TOP NAILER 2x4 SPF CONTINUOUS BLOCKIN ATTACHED TO 7 j16" OSB Wj (2) 8d NAILS, SEE DETAIL ABOVE x8 P.T. W/ TAPCON HW4-23 (1/4"x2-3j4") @ 12" O.C, MAX 10'-11%" MAX WINDOW OR DOOR OPN'G I I I I I I I I I I I I 3-17-04 I 10 ~ DET. @ ARCH WINDOW FRAMING , S-3 CMU WALL SCALE: N,T.S, PRE-ENGINEERED OVERLAP TRUSS BRACING WOOD TRUSSES \ -;> AT LEAST ONE TRUSS \ SPACE 6" OVERLAP FASTEN TO 2x8 A wi 16d @ 32" D.C. Il.A~I..><" .M /Af\f~N FASTEN TO 2x8 -./ w/ 16d @ 32" O.C. ~H,'J{; INTER fOR .... 2 X 8 PT, Wj lj2" EPOXY BOLTS OR A,B, AT T & B 32" O.C, MIN (4) BOLTS REF: POURED CELL JJ..I A ~ ......---- EXTERIOR -~v-z ---- CMU WALL I . . ~MINIMUM (2) 16d PER JDINT\ - ' f LMINIMUM 2"x4" SPF OR * SPACED AT 15'-0" MAX SYP TRUSS BRACING GARAGE PLAN VIEW (i3\ FRAME ENTRY TO BLOCK DET. ~ SCALE: 1/2" = 1'0" TRUSS BRACING OVERLAP ~ DETAIL (TYP.) S-3 SCALE: N,T.S, -r\r.- ~ ~ ~ 7/16" O,S,B, EA. SIDE 2X BLK'G, TO O,S.B. W / 2 - 8d EA. END ~ -UVL- EDGE VIEW SEE 6/S- FOR CONN. (3) 166 COMMON \ NAI LS(TYP) \\ \\ ~ -----H~ADER PER LOCATION ~ -----.. /. ~ w~~~ ~% ~.// / ~ 1/:: /</ [0 7/16" OSS WI 6d NAILS @ ~ ~ 16" O.C. TO SIDE & TOP NAILER ~ ~ 2x WI (2) 16d TOE NAILS ~ rr EACH END TYP. 2x4 SPF CONTINUOUS SLOCKING~ ATTACHED TO 7/16" OSS WI (2) 8d NAILS. 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I'-- LU :r: wO::....J w(/) o::~c:!: wwO:: ~ - 0 en::r:f- > wO(Y) - f-f-~ Of-u ~ ~-10 0::: Z:J . I- >-OCL ~ <1:: 0 >- c:!:::r:o:: L!) U) ~!:::O Z $ ('\J Q.. z~u ~ :so::w l.JJ 0 W~ <: CLZO 0::: .....J () U)z::r: >- 0.. -c:!:U) ~~:J 0::: () SHEET NO. CL 0:: 0 S-3 0 ~ u W I- ~ C\J 0 OF ::r: Z U) ~ 25 ::::) M LLJ 0 0 > I- LAST PLOT DATE ('\J @) 0 April 12, 2005 Z - --I DETAILS ALTERNATIVE WHEN TRUSSES RUN PERPENDICULAR TO \VALL (2) 16d NAILS EACH END r BOTTOM OF TOP CHORD $- USP SUH24 EA END 2x4 @ 16" O,C. (4) - 12d NAILS TYP U,N.O. BOTTOM OF r BOTTOM CHORD $- 2x AT EACH TRUSS -r SEE $- ELEV DOUBLE 2X TOP PLATE CORNER USP LSTA12 w/10-10d NAILS B B A A SEE <tt- ___ t.Lt.V T , ------ (2) 2x4 SPF CONST GRA 2x4 SPF CONST GRADE @ 16" O,C. ~ ~ USP SPT22 & SPT24 EA (2) 6d NAILS T&B @ 16" O.C. PLAN VIEW A-A (2) 2x4 HEAD OR SILL MIN (2) 2x4 SPF VERTICAL STUDS USP JUS24-2 #' .... a... .. .'" a... ' . ,. ..." .... .. .I" ... .. ..... . " ", . ......... .,.., . ..... ' ',.... ' ',.... . ... .,. .. .. "" .. .. ... .... .... y#' .... .. .. ~ ..:, 't 'If' ~ .. . ..,... ...... . ....... .........' .... .. ' "., , .,.., .. ~.. ........ ~" ,. '" . . .... ' , .., , . , ....1. ... '0" .'-0 #' ,., ""',' '.... ..~ .. ..,......~.. .. ~ .. 2x4 P.T, CONT. wi 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 SCALE: 1/2" = 1'-0" FRAME CONNECTION NO. 14 FLAT HD WOOD SCREWS @ 3" FROM EA END & 14" O.C. (3 SIDES) MIN. 11/2" EMBEDMENT MASONRY CONNECTION 3116" TAPCONS,g) 3" FROM EA END & 14" O.C, (3 SIDES) MIN. 11/2" EMBEDMENT TYPICAL FRAME: 0.187" x 1.75 x 1.125 THICKNESS = 0.062" wi EPDM RUBBER WEDGE " " " " " " " ~ ~ ~ ~ , SQUARE JOINT PLAN I l, I 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 ~0t~' TEMPERED ELEVATION BUTT-JOINT GLASS WINDOW DETAIL v = 120 MPH FBe 2001 SCALE: 1/2" = 1'-0" REV. 94-03 AS ]' . I : I , I " ' lOd @ 8" D.C, STAGGERED EACH MEMBER (TYP.) r CRIPPLE STUDS @ 16" O.C. BETWEEN HEADER & TOP PLATE WHEN APPLICABLE W/ USP SPT22 A~D USP SPT24 TOP A~D BOTTOM EACH STUD (2) 2X12 No,2 SYP HEADER w/7/16" OSB SPACER UNLESS NOTED OTHERWISE ON PLAN BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT (2) FULL-LENGTH STUDS AT EACH SIDE OF OPENING TRIMMER STUDS: (1) REQ, EACH SIDE OPENINGS UP TO 6'-0" WIDE (2) REQ. EACH SIDE OPENINGS 6'-0" TO 12'-0" WIDE FRAMING AROUND OPENINGS SHALL BE NO.2 OR BETTER SYP SEE PLAN FOR ADDITIONAL SECTIONS REQUIRED (2) 10d TOENAILS OR (2) 16d ENDNAILS EA. STUD NOTE: SEE PLAN DETAILS FOR CONNECTIOI\iS THAT MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES 5CAlE: N.T.5. TYP, FRAMING fi) 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 ~:' . r ]~ I I. I , . " ' lOd @ 8" D.C, STAGGERED EACH MEMBER (TYP,) (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 FRAMING AROUND OPENINGS SHALL BE NO.2 OR BETTER SYP USP MP34 EACH END, TYP. - DBL. 2x4 SILLS FOR WINDOWS CRIPPLE STUDS @ 16" O,C, W/ USP SPT22 AND USP SPT24 EACH STUD (2) 10d 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 fi) WINDOW OPENING 5CAlE: N.T.5. 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C (/)W<(t:: O<(......J Wc..?o::~MZo::: 'LlJ .." (J:lO::J O<(::Jc(c( ..... W::Jf-~~Of-...J::C C I~UCL wUO::O 0:: f-0~~~~~~:iE 0 OZf-O-~f-DD ..J f-::S::(/)U~U)(/) IJ. o z ,~ "- 1"- . '1" TYP. 8" MASONRY WALL/LINTEL GIRDER BM. OR WOOD TRUSS (WOOD TRUSS SHOWN) lJ) o "- -rI U"- f-M <(a.. lJ)0 lJ) '- 0;;;1"<( -rl0 , ::s:: ~~ --t(f) 'Z ~O C\I- ~(f) > w 0:: NO SCALE REV, 10/10/00 PJM UPLIFT CAPACITY - 1890 # SEE SCHEDULE ~Ir ~ c=:::J 0 ~<(CQ U) W o c..? Z o ....J ::J (J:l ......I <( 0:: f- ~ o (/) U) W o U ffi8 8:~ wr-- OLL.. ~~ ~C!; <(....J M M 0:: LL.. C\I C\I o . 00 . ~ co co (/) CL co co lJ) 0 r-:. r-:. 0;;;1" CL 00 0')<( 0;;;1"0;;;1" 0') o M C\I Z o co g ....: "? <( f- b(/)~' E 0;;;1"0:: ~ ~ltj III l..L.. .2MlJ)(5 (J:lOC\lZ &,~~w~ eM' ....J W 'C ~....J~~f- a. o LL.. "? ::J (5 -rI <( . Ctj r-- f- - CD U)c.::OU~-rI W a. 0;;;1" ::J f- 0') f- -rl0 0::0:::.<( lJ)Q.If-WOO 0') <(a.. (/)U Z o o \D w f- - 0 ::J ~ Z U1 ..... o - U1 - > - o <( n. ~ <( r- I:"- ci ..... 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NAILER ~ ~ I \ ~, 1/2" DRYWALl.: _ 1)-1\ ~ '-..... ~ 2" X SUBFASCIA ..... ~ "- CONT, VENTED ALUM SOFFIT CURTAIN NAILER ~ ~ 8" X 8" X 16" K.O. LINTEL BLOCK 1 X 4 P.T. @ WINDOWS ......O.~ W/l #5 DIA, REBAR & 1 X 8 P.T. @ S.G,D. SEE ELEV, 3000 PSI CONCRETE PRECAST "U" LINTEL WI 1-#5 CONT, IN I "'OIl 3000 PSI CONC, @ OPNGS, 6'-0" & OVER. ~PRECAST "U" LINTEL ALL OPENINGS L-~ UNDER 6'-0". :~ -- FILL CELL -1 #5 DIA. REBAR W/ 3000 PSI CO~C. ALL LOCATIONS SHOWN ON FOUNDATION & FLOOR PLANS ALUM FRAMED WINDOW WI SCREEN R4.2 FOIL INSUL ON EXT ~ BLOCK WALLS I..... 1 X 4 P,T. BASE NAILER ~ WOOD BASE CONC SLAB ~ SEE FOND, PLAN ~ 6 MIL VIS~UEEN ~ : : I :.',"; ~_,:>",">"<'':-'''I ",4 I .. ~Tf-;t~~~i~~ ~ :"'~ i ~ ~ ~~ 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 1. ~ ~ (2) 12d NAILS~ V TO BLOCK~ING / USP- /' / TRuSSES SUH24 ~ X X ----- 2X4 BLOCKIN 2 S~R~C~U~;L SHEATHING AT EA. ROOF __..-- (MIN, 7/16"). NAIL w/l0d @ PANEL JOINT AT USP SPT24- ..............-3" O,C. EDGES STAGGERED 48" O.C. MAX @ EACH STUD ~ & 6" O.C. INTERIOR - EXTEND TO ROOF SHEATHING ________ 1/2"x 12" A,BOLT 6" FROM ENDS 2x4 ~,PF STUDS THEN 32" O.C. - OR 5/8" w/8 1/2" @160,C'/:EMBEDWEDGEBOLT6"FROMENDS USP SPT22____ THEN 32" O,C. W/#3 PT SYP @ EACH STUD ~ BASE PLATE _ )\ TYVEK I /j/!TAR PAPER WRAPPED 6" i"" UP EXTERIOR FRAME WALL AND SEALED BY TYVEK INSTALLER DECO FINISH WI V STOP VU LKEM CAULKED TO _____TERMITE SHIELD ~TE~MIT~ SHI~LD, : ~',l~ '.,.; ,,',(.;.~l!.: "'A"''''~lI.,'' '1'4'''/lI.~~ "'"to,,.: "",(,':4;:;;- ;"::,.;"~',,~,.;,~,:::<,,,,,,:::<,"',(".' , ... " ", ... , """ ".. .. -., 4" '. ~ .., $" ...... -., $ ~ ~-... -., f ~ "l'." ' "'-.,. , "",. . ""'_ ~ "I" ..." "I'" '. ~.. 1 .,,~ .. ~.. l " '.~ ,. '. .,,"'... .. ~. ;-' " 2"x TOP PLATE /~ L1/4" MIN, SPACE " ~ LSTA12 EACH SIDE @ EACH END OF WALL ~t"- ~,;- V ____- 2"x STUD @ .--- 24" O,C. MAX. ,/" 2"x P.T, PLATE~ , .,.,. _ EXT. FRAME WALL I 20 ,TERMITE DETAIL 'S-6 N.T.S _ TYPICAL INTERIOR (3 \ NON-llEARING \....S-6 J SCALE: N.T,S, KtV. l-,j-U,j 1-\::, - - , .. . .. . .. . .. . .. . .:'" '''~~~~~~~~:>~~:>..., ';" .I~.. SEE PLAN FOR DIM ~ , . , . , ). '\:~='~~(:~~= . ';" . ';' . ';" . ';" I 3' . ~..' ~..IlI.~"'lJ-~"l:"'~.~-:;."--;r.. = Z . .. . .. . .. . ...' . . N- .. . I'() . ... o~. . ..V'. ....., ~ .. . .. , .. , .. , to 4"L 16" l;:--------- SEE FND, PLAN ,. FOR FOOTING SPECS, _ INTERIOR SHEARWALL @ TRUSSES I 18\STEP-DOWN. WALIL TO TRUSS , S-6 I NO SCALE REV, 9/30/03 AS SHEAR CAP, 500#/L1N, FT, ~/8" "S" = NAIL 3/8" 1 SPACING 1 r : - 3/4" lX'f ~O r1/2" :1_S_~_. ~~1 I ,,'l~r~~l SINGLE NAIL EDGE SPACI~ DOUBLE NAIL EDtE ~JA~NG f 2 - S.P,F. CONST. GRADE TOP PLATE SPLICE MIN 48" APART, ~ ~ I=.~;~ ~ - F -;;' ~;:~-,:~" -;;- ~ -;;' II II II III \~; II II II -:-11 ) II II III ~ III II II II II I,,, OPE\ING III oc:o Il II Il t-lIl- 0 NAIL AT BASE 2 ROWS @ 4" O.C, W/8d COMMON NAIL II II II III~, III II II II II II II ;-~hn" \.... III II 0 NAIL AT TOP PLATE TWO ROWS @ 4" O.C, W/8d COMMON NAIL II II II III _ Ir- " _ III II ~ @) NAIL OPENING PERIMETER @ 3" O,C. W/8d COMMON NAIL II II II I' III I II III II II II G) NAIL INT. AT 6" O.C. W/8d COMMON NAIL '!:: ~ = !b =", III I II III II II II CD STAGGER ALL VERT, JOINTS & NAIL @ 4" O,C, FLOOR SYSTE;~ U" It-..JI IIL....Il. II JL W/8d COMMON NAIL '- 2x8 P,T. S LL PLATE ~ ~: Q) NO SPLICE @ HEADER - NAIL SHEATHING TO (2 STORY Or\LY) HEADER W/8d COMMON NAIL@ 4" o/c 2x4 P.T, BASE PLATE I 7 , S-6 \ WALL SHEATHING INSTALL. & NAILING SCHED. J NO SCALE REV. 02-11-04 MD - - ~12 SEE ELEY (TYP) I PRE,Ef'<GI'JEERED WOOD TRUSSES @ 24" O/C l..PLiFT eOI\<'JECTOR (SEE SCHEDULE) DOUBLE 2"x4' TOP PLATE ~ 2"x4" S~UDS @ 16' O/C ~. ~CR!CKET AS R QUIRED S'MPSOI\<SP2@EA.STUD~,,'" /' ~~~ APA RATED STRUCTURAL SHEATHIf'<G./ ~ MIN 7/16" FASTE\ED TO TRUSSES WI ::. 8d CO"'~ON WIRE NAILS @ 4' ole BOCNOms 6. O/CED'" &8" O/"'''D "' ? SI~PSOr>i SPl @ EA. STUD ~ 2"x P,T, PLATE~ ~ ~ MAIr>i SPAN ROOF TRUSS 1/2" X8' 'J' BOLT@24" O/C MAX~ 8"X8"X16' K,O, BLOCK WI 1 #5 CON;../ '. A'JD FILLED WI 2500 PSI CO,",CRETE I 1 #5 VERT. 1\ CONe, FILLED CELL -.J '. WI STD. 90 HOOK IN K.O, BLOCK UPliFT CO'JNECTOR (SEE SCHEDULE) , 4 \ 5-6 KNEE WALL ABOVE MASONRY WALL DETAIL 12 SCALE: N,T.S. - PROVIDE BLOCKING @ / BEARING TYP, SEE 9/5-3 uuu ___uu~ TRUSS/JOIST/RAFTER ~ i~SEEPLAN ~ 2 - 2"x4" TOP PLATE C2 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, W/SIMPSON SP 1 & 2 EACH STUD SIMPSON SP 1 W/ 6-10d TO STUD & 4-10d TO BASE PLATE PRE-ENG. WD TRUSSES @ 24" O,C, INSULATION BAFFLE BATT OR BLOWN INSULATION MIN, R-19 TRUSS ANCHOR (SEE PLAN) FIBERGLASS SHINGLE ROOFING FELT \"" HI"""" '^ '^ ~~~.....J. 'I/' SEE ROOFING SCHEDULE I VJJ....A.A..).. " " "^^^-^- "I..... . ~ 1/2" CEILING 'BOARo---l ~~-~ 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 SEE ELEV (UNLESS OTHERWiSE NOTED- SEE PLAN) ADDED BELOW THE HEADER W/ EACH . NAIL @ 6" O,C. PLY ATTACHED W/ (2) ROWS OF 16d W/2-2" X 4" SPF TOP PLATES NAILS AT 8" O.C. MIN. SPLICE 48" W/12d @ 6" O.C. SEE 26/S-4 OR 27jS-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 W/ APA RATED 1/2" DRYWAL 7 STRUCTURAL SHEATHING (MIN. 7/16") NAIL 3" O,C. TOP & BOTTOM, 4" O,C, R-ll F.G, BATTS S-6 SIDES & 6" O,C. INTERIOR WOOD BASE ~ ~ P,T, 2" X 4" #2 SYP BASE PLATE 0: :;g w/1/2" X 8" A.B. OR 5/8"X7" ~ 20 WEDGE BOLT, w/2" WASHER @ 6 X 6 ~~~~OS~~,M. \ ' S-6 32" O.C, MIN, 6" FROM END -- GRADE 6 MIL VIS:UE~"~." ~,::.": ::-..<! ~ : ...lOY OF "-LAB -+ TREATED~' ,,:,;" ':,,;" ('\J 00 0 CLEAN FILL: ' " ~':.: ,.~' ~ uj C2 ('\J I ' , >....~ ro c..:::J , ""-- SEE FOUNDATION PLAN l!.......! · 12 ~ MARBLE STOOL 1 X 2 P.T FURRING - 1/2" x 6" A307 A.B. OR ~ 5/8" x 7" SIMPSON TITEN HD i/THREADED ANCHOR W/ 5" MIN, EMBEDMENT W/2" WASHER @ 32" O.C, MIN, 6" FROM Er\D W/P,T, . ' .' v~~ -. . -. #2'i3~YP BASE PLATE 'w---.- ~- -..,....... <l ,I'~' '. -'- ...~-;-':... -'- .. ~ . . ~ , '. t> '6. IJ.. .., '" ~ - -' ~ _ " .. J ' '" - .d ..' '-~ -# - -;, ~ ... .. ~ , " Ill. "" . " 1lI... .. ~... "0" ,. .. ~ ". ... TREATED CLEAN FI LL 8'-0" MAX. 16" [' ~' W/2500 PSI CONC. W/2 #5 DIA, RODS MIN, LAP 25" (ACI 318) _ INTERIOR BEARINGsEE FOUNDATION PLAN , 14.r\w/UPLIFT , S 6 I NO SCALE REV. 8/14/00 PJM UPLIFT VALUES - (DOUBLE SIDE CONNECTORS-DOUBLES VALUE BELOW) 1 (EACH CONNECTOR) EACH STUD - 535 LBS, PER TRUSS ,. '1 , TOP SPLICE DOUBLE 10d <-;" . tft/ ~ 2 ROWS 10d @ 6" O/C / \; \-BOTTOM SPliCE OVER STUD PRE ENGINEERED WD TRUSSES @ 24" O.C, INSULATION BAFFLE BATT OR BLOWN INSULATION MIN, R-19 TRUSS ANCHOR (SEE PLAN) FIBERGLASS SHINGLE ROOFING FELT APA RATED STRUCTURAL SHEATHING MIN 7/16" FASTENED TO TRUSSES PER ROOF NAiliNG SCHEDULE PRECAST CONC SILL 8" X 8" X 16" CONC. BLOCK CEMENTITIOUS DECORATIVE FINISH FTG. DOWEL #5 DIA, REBAR 7" IN FOOTING, EXTEND 25" (ACI 530) ABOVE SLAB, ALL LOCATIONS SHOWN ON FOUNDATION PLAN "/ GRADE -7 - - - - - TOP_OF S~B-<$ " ~, ~~ H ... . ., ~ SEE FOUNDATION PLAN ~9 TYPICAL WALL SECTION ( ~ \EXTERI.O.R FRAME ~ 8-12-03 REV. AS, .- I 8 \TYPICAL WALL SECTION CONCRETE BLOCK , S-V SCALE: 1/2" = 1'-0" REV.6-9-04 MBL - SCALE: 1/2" = 1'-0" W lJ...~0:: -00::0 w lJ...lJ... f-w '-- ~o~z ~-O::) W x~o:::o () o::)lJ...u o::ozU I- o..""w~ O o..~~f- ~O~O Z wO:::f-z o:::lJ...w W ~zo:::o fl""i 0 W ~ 0 ~ W~(/)o <( f-~ZZ I- 0 o~ ::)w-w o oo:::(/)~ O (/)~z . W(/)w~z LL c..:::Jz~B:Q W ~Qoo~ o(/)O:::f-u 0:: o~o~:J <( lJ...",,~uo.. w..:=woo.. :=J o:::of-ffi~ o ~...J~ ...J ::)...J .0:::...J (j) o(/) ~ (/) 0 ~~ O:::...J........ ::J~~~O:: ~o>~o ~ ~ ~ g?' r"'(!) 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J- >-00.. ~<( 0 >- ~IO::: Ii) (f) ~t::o Z$ N Q. 3:U ~o:::w ~ L1J 0 w~ :) o..zo () (/)ZI >- 0:: Q.. -~(/) 2=~::) 0:: () SHEET NO. 0.. 0:: 0 S-6 0 ~ u w J- ~ C'J 0 OF I Z (/) ~ 25 ::) r1 L1J 0 J- 0 > LAST PLOT DATE ('\J @ 0 April 12, 2005 Z --l 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 STUDS JACKS STU DS EACH END SIZE EA END EA END EA END EA END l' - 4' (1) (2) (1) (2) (2) 2X12" 2SYP (2) LSTA 30 4' - 9' (2) (3) (2) (2) 9' -16' (3) (3) (2) (3) 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 /Y /SINGLE OR 2 PLY :: GIRDER TRUSS " " ~~ ./ USP LTS20B w/l0-16d TO GIRDER TRUSS (UNLESS NOTED OTHERWISE ABOVE) #2 SOUTHERN YELLOW PINE WITH AN ALLOWABLE BENDING STRESS (Fb) PER NDS = 1250 PSI AND A MODULUS OF ELASTICITY = 1,600,000 PSI 6,2 DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE, LATEST EDITION, HIB-LATEST EDITION AND QST-LATEST EDITION. 6,3 ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6.4 ROOF SHEATHING: (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. 6.68d NAILS ARE RECO~MENDED FOR ALL SHEATHING NAILING, IF ,099 DIA NAILS ARE USED ALL NAILING PATTERNS SHALL BE MODIFIED TO THE FOLLOWING SCHEDULE: (SEE 7/S6 FOR LOCATIONS) 6,75/8" x 7" EXPANSION BOLT OR 1/2" x 8" A.B, BOLT MAY BE USED INTERCHANGABLY REFER Tu 26jS-4 OR 27jS-4 ~ SEE SCHEDULE ~&~- <:<.;:: ....... 2-ROWS 12d NAILS STAGGERED @ ........ s..! ~ 12" O/C EACH FACE OR 3-ROWS :r~~ ~~~ 12d NAILS STAGGERED @ 12" O/C . ~~ ~FOR' 2"xl0" OR GREATER HEADER r--- . . l~ " ~ (3) S.Y.P. 2x4 w/l0d @ 8" O,C. EACH WAY ----:" \ /~ ,,/ ~2-2x4 SPF TOP PLATE * WH EN STU D LENGTH is LESS--'" THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE W/ 11 - 10d NAiLS 16d NAILS @---.. 16" O/C TYP. " \ DOUBLE 2 X 12 NO, 2 S.Y.P, IL HEADER W/ 1/2" FLITCH PLATE OR WI85 JOIST HEADER. (U.N.O.) - 5/8" ALL THREAD ROD W/ t/ - SIMPSON SET EPOXY __ -\J--- BOLTS WITH 4 1/2" EMBED TYP ( 81/2" EMBED WHERE STEP DOWN OCCURS) INSTALL PER ~ MFG, SPECS. ~lll/~ ~I~ P.T. #3 S.Y.P. 2x4 BASE PLATE .-. HIGH UPLIFT FRAME WALL I 5E.nGIRDER/BEAM CONN. \ J NO SCALE REV, 3/20/03 MJB "--/' UPLIFT CAP,: w/ 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----~::~-------~~----------------~~~ ~ 1 , ~, I // \6// I ' , 5 FT.i----4fi.-----------@"------------~ ,,' 5 FT,: 4 FT, (2) '-, Q) :Q; ~ [UU------~-m--~~~;l-~u~"",~ '~",~:FT in4K(2)uu-/~u ~ --~-~-S ~ '. DOUBLE 2"x4"-- CRIPPLE STUD TYPICAL (U,N.O.) \ FILLING AND BLOCKING AS I-- REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @16" O/C UNLESS NOTED OTHERWISE NOTES: ~~t 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 W/ (18) 16d NAILS AND A 5/8" EXPANSION ANCHOR WI 6" o re EMBEDMENT U.N.O. OR ~~;tt, '. 81/2" AT GARAGE STEP DOWN HOLD DOWN CONNECTIONS 1'1'0 NOT REQUIRED @ :ARING ~ ~P.T. BOT. PLATE WALLS WITHOUT~IFT ~ (li\WALL HEADER DETAIL , ~ SCALE: N,T,S, - 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 @ 7" O.C. USP LSTA30 w/(11)-10d 0/TO TOP PLATE AND (11)-10d TO STUD, MAY BE ANGLED UP TO 10 DEG, ~ ~ ~USP LSTA24 W/ (18) -10d AT ~~ ~ 2'0" O,C, MAXIMUM ...- \......... . \ \ 2-2x4 SPF . TOP PLATE . ........... 2-#2 SYP 2x12 OR WIF85 ~ ~ HDR. UNLESS NOTED ~ OTHERWISE (SEE PLAN) _:---- (3) S.P,F. 2x4 w/l0d .- - @8" O.C. EA. SIDE (2) 10d nails @ 8" o,c. , 4 '-0 "TO TRUSS TOP CHORD 1 + PLYWOOD i:~ +:. SHEATHING 1 + + : .: 1'4'" : I KU~~ /' : ~ ~~.. i.. 1 LINE OF ROOF ;2X4 ~H'...../' .rll ~~' BEYOND ~ EACH TRUSS /' + ------.L + CONNECTOR /"...J) J- .'\ + ~ 2X FACIA SEE L1NTE~ \ " '\2 X 4 ~,<;'F~T"'--(3) 10d SCHED. FRAMING @ NAILS 2'-0" O.C, TYP, USP RT3 EACH STUD L- 2X4 P,T, CONT. A - W/ 3/16" DIA. TAPCONS @ 16" O.C. W/ MIN. 11/2" EMBEDMENT 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 PRE-ENG. TRUSSES ~ SEE ROOF PLAN FOR CONNECTION "'--- - USP RT7 TO .-!!.7' ~ EACH TRUSS /; l 2X4P.T~~l:~.~;~;L ~ ~~ CONT.~"~;:':' " ~~ ..>:~ ,,~ PRECAST" ::..~~" "" "- ~~~~~~I'~GB. /' '" ~ 2x8 @ 2x8 CONT. -----./ (24\ "" 2'-0" O.C, TOP & BOTTOM SIM, ~ A: CEMENT COATED SINKERS B: BRIGHT COMMONS C: SPIRAL OR RING SHANK NAILS D: CLIP HEAD GUN r\AILS USP HTT16.~ ::: w/18-16d NAIL~ ~~,/ EPOXY ANCHOR W/ 8 1/2" EMBED, INSTALL PER MFG. SPECS, _____ No.2 P.T. 2x4 ~ BASE PLATE And@3"0'C,TYP. EXTERIOR STRUCTURAL j~HEATHING (MIN. 7/16") .- ~ 26 \ SECTION AT ROOF EXTENTION , J ABOVE SGD I 19 ,SECTION DETAIL @ ENTRY , ' N,T.S, ~~ \ () ( ) ( ) ( ) ( .- I 6 , ,.'IEADER OPENING I NO SCALE REV. 1-27-04 AS UPLIFT CAP. AT HEADER 1 STRAP EA. END - 1255# ......~ ./ ...... L-lG.C, VERIFY INTERIOR ?~ 1/2" GYP. BOARD OR 2x STU'[); ~ EXTERIOR STRUCTURAL r --- SHEATHING (MIN. 7/16") ~ VERIFY WI PLAN ~ W/ 1/2" ANCHOR BOLTS ~ 6" FROM END OF EACH ~ SILL PLATE. .----.... SEE 6/S-6 ~ 30\EXT. FRAME CORNER , J SCALE: 11/2" = 1'-0" REV. AS 4-6-04 N,T,S, - - ~ SEE SIM ~ [FOR GABLE CONNS, TYP. ABLE, TRUSS ~ ~~~I~S,~ _ 12d COMMONS AT ~LAN , \. V I /~" O.C. MAX TO LEDGER .-!!.7' ' 0.......... V " 0 2X P,T. CONT, T & B o / W/ (2) 12d COMMONS >< EACH STUD l.-----2X4 P.T. CONT, - W/ 1/4" DIA TAP CONS W/ 11/4" MIN, E~BED AT MAX 12" O.C. [MIN (2)] T&B CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE ~.... Ii ...... ~~ 'L 2 X 4 P.T. I STUD ANCHORING: 1 STUD TO TOP PLATE: USP SPT4 W/ (6) 10d X 11/2 OR USP SPT24 W/ (6) 10d W/ 6 -10d X 11/2 I 2 X 4 SPF A 1 AT 16" O,C, /r' STUD TO BOT PLATE: 1 USP SPT4 OR SPT22 W/ 6 -10d X 11/2 ~~i ~~/I':", .......... 1/2"X8" 1):/,.: ~ A:\CHOR BOLT - " - @ 24" O,C. SEE TRUSs-/" ~ '-_ PLAN tl CMU WALL--./ ~ I = SEE PLAN _ I _ _____ - I - ----v1 ,,----7/16" O.S,B, SHEATHING I""~ W/8d NAILS @ 6" O.C. ~--,.;1 ~ EDGES & 12" O,C. INTERMEDIATE r- ; ~ t:: _____ r-I- r-I- r- I _ -2X P.T. @ 2'-0" O.C. MAX - I - I\OTCHED T&B @ LEDGER - I - TOE NAIL TO LEDGER = I = W/ (2) 8d NAILS f- I.~vt f- I -.N t:{ ~ 7/16" OSB W/8d COM~ONS @ 6" ON EDGES & 12" IN -............ FIELD ............. LINTEL - 8" CMU WALL - .- ~ 24 ,TYPICAL BUILD OUT DETAIL ~NTS I 16, KNEEWALL @ ENTRY , IN.T.S. ~Ir ~c=JO ~ <t: CO (/) W o '-' z o .....J W f/) LL~O::: Q)G><i! .00:::0 CI)~ z W LL LL Q).~ 0 ~~~~ Q) U U) ~-O::) 0 (/) W ><~o:::o ~ f/) c;: U 0::) LL U I 1ft 0 0::: 0 Z U VI 0::: I-- 15: ~ ~ <( CI) CU 0.. o <(O<(b Q) C 53 Z WO:::I-z -'0.00:: 0:: LL W ,..._ _ W <( zO::o ", 1ft 1-::) ......J OW<(O :r.. as 0:: en ~ ~ W~(/)o Q-ct5 g: ~ b1-6~ E ~ o 0'0:: (/) W >-- ~- ~ (/) :~i~.~~ y~ w o w(/)""o::Z 0 U LL ,-,Z~LLO ......J('>') 0::>< <(015 i= ~ eno LL<( W I- (Ii 0:: 8 <( ~ - ~'(J) W 1'-- 0 LL 0:: gzo~~ '-'~ ('>')<;t <( LL ~ 0::: Uo 0:. ""+1 ~ ......J ~ g :::> W::=W 0.. ~~ o:::LL NN ~o~ffi:3 ~ o..{oo o ::)......J-O::......J ~ .~ coco ~ a(/)~00~ ~ ~~~~ O::......J.......>- <;to.. 00 :::::l ~ ~ ~ 0:: l!) 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I I- W .... ~ ~ i I- o o \D o z ~ <-' (j) ,~ U;:r:~ 0 Wf-(j)W:J oz(j):::!<t 00-:r:> z:;;:t::!:(j) <tNWa::~ <-,rlt;(oo ~a::ooO :!:OwwU <tll... ..Jf- a::o~~z 0:Ja::(j)~ ~~woa:: :r:(j)t:i:z::.J f--<t<tu lJ) o;;t(/) 0 ....... .-1 LD6 u....... 1-('>') <(0.. N(/) iJ'l0 ~> lJ)....... <;t<( .-10 w LJ1 ~ 0:: o~ ~ (f) LLJ--.J N ~ ---I O--.J W 0 ~ 0:: ---I z<( U >-LLZ ZI-O 0 <($ - <(Z- - I- ZW~ :c -(/)> I o:::~ 0 OZo N t50<( z ::)uo l.!) $ <.9LLJ Ozo::: oWo I- O::~......J I Zl- o..-LL I'-- W I wO::......J LLJ(/) 0:::3<( WWO::: ~ - ~ a:lII- > wO(Y) - 1-1-6] Ol-u ~ ~ --.J 0 0:: z::) . ~ >-00.. ~<( 0 >- <(I 0::: L.() (f) ~!::O Z$ N 0.. 3U ~o:::w ~ W 0 w~ ~ o..zo 0::: .....J U (/)ZI >- 0.. -<((/) ~~::) 0::: () SHEET NO, 0.. 0:: 0 0 ~ S-7 U W ~ ~ N 0 OF I Z (/) ~ 25 ::) ('>') lJJ 0 ~ 0 > LAST PLOT DATE N @ 0 April 12, 2005 Z PET AIL5 ---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 WI 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. FILLED CELL MIN, 5 PER JAMB. ~ 0- 0 ~ L SECTIONAL .--i @- OVERHEAD 0 DOOR 7 ~ .--i "'1 .--i @- GARAGE SLAB "'1 .--i @- ~ co P.T, # SYP 2" X 6" OVERHEAD SECTIONAL DOOR TRACK W/ 3{8" X 11/2" SiEE LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. WALL AROUND GLASS BLOCK- THIS is NOT A FRAM E EXPANSION STRIP ~CHANNEL PANEL ANCHOR ATTACH W/(2) 1/4"x2 1/4" TAPCON SCREWS WjWASHERS @ BEND-EA. HORIZ. REINF. HORIZ. REINFORCI:\G INSTALLED PER MA~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 3 7/8" 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 REINF. 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 EXCEEDII\G 8", OR THE EQUIVALENT APPROVED BY THE BUILDING OFFICIAL. GLASS BLOCK DETAIL SCALE: N,T,S w u r- o z w '-' ~ r- o o LL W 0:: ~ ::J a (/) W ~ l..I..-<O:: '00::0 W l..I..l..I.. ~~~~ ~-o::) x(/) 0::0 05l..1..u o::ozU o.."",w-< 0..~~1- -<0-<0 wO::l-z o::l..I..w -<zo::o ow-<o W~(/)o I-;::zz o 0-< :Jw-w oo::(/)~ (/)-<z . (/)w-<z w ""'0:: C-'z~l..I..Q ;::QOo~ o(/)O::I-u o~Q~:J l..I.. 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I ~ W r- ~ ~ .~ Z o o \D o Z ~ ~Vl<.:l 0 Vl:r:- WI-VlW::J OZVl=<t O-:r:> ~~t:3=Vl <tNW~~ <.:l..-l~OO Z~OoO ~ew::JU C2o~L5~ O::J~Vl1i! ~:;;:tO~ ~~<t~B LO o;;t(/) 0 ........ ...-i 'z U........ ~O 1-('1') -<0.. N- LOO -rl(/) LO........ > <;t-< ...-i0 W '~ ~ ~~ ~ (J) W-J C\J ~ -.J O-J w 0 ~ 0:: -.J Z<( U >-l..I..z zl-O 0 <($ -<z- - r- zw~ :c -(/)> I Oz- C\J o::~ 0 WOO Uu-< Z :J 0 L() s 0w oz- OW 0:: r- 0::1-0 I zJ- o..t::ci I'- l1J :c wO::....J W(/) 0::3-< wwO:: - '-' co::r:1- ~ > wO(V) I-I-Z Ol-w z:Ju ~ I- ~ .....J 0 0:: >-o~ ~<( 0 >- -<I 0:: L() (J) ~t::o 0.. 3U z$ N ~o::w ~ l1J 0 w~ <: o..zo .....J U (/)ZI >- 0:: 0.. -<((/) ~~::) 0::: () SHEET NO. 0.. 0:: 0 0 ~ S-8 U w ~ I- C\J 0 OF I Z (/) ~ 25 ::) ('I') l1J 0 0 l- N > LAST PLOT DATE @ 0 April 12, 2005 Z DETAILS -.J - L- 4" -i- r ".~ :::~ 14" TYP. t-r 14" TYP. l _ .. i f'f- ~ ...~ " I" 14" TYP, 30" W 1:- ~ >-f ~~ 14" TYP. L-'L f '" 14" I:- " Desc riptiolJ Single Single Single Single Single l?;-'- ~ -!.A' DOOR LABEL PRODUCT ACCEPTANCE NUMBER - DSI-222 FINAL ANCHORING OF A WOOD ffi^ME UP TO 5 '4 X 6.'8 SINGLE INS'WING UNIT W/WO S/O!UTE:S PRODUCT ACCEPTANCe No.: D51222 ~ ~. -'1 re" f .~ ~@ <1 r""-'D' -cv 0- 6 "-'1 r- eV- 30" ..!A ' ~ ,... -{j) ::@ -0 0- (Bt...". '('E' 30" - !: 0-.z" 'Bt..".. 5 1/2" t - ~ -<?) 0- - L --.!A. ::::@ -Ii \fJ 01- W '12~ · </.;j t- -- SCREW 3 # lOx 5 8" fll:/lUJP.S R.4.T HUD 4 #10 x 1 3 4" -Ii>f FLU HUD. 5 #10)( 2" -~FU\T HEAD 1 # 1 0 )( 3" PHIU.JPS Fl.A T HUD -'1 mscb 2" TY P. t-' </2.f' 1/':"4 - f ~ r-2" TYP. L I 1 I -1. , \J) (j) (j)'fJ)II.J) ""'U). "-'D' (j)- -Cj) 0_ 'st...". ( 'B'- _ l ~ 51/2" x. I GL r<z, 30" 'C~ ~C' ....0 f-' A' (j) ~ (T) (i) .,(t ~ ~ l-, .".~ '1/2;'..l I-- . ~ I 9 1/8" I . tj. .LJ If'T- ~-- @~ -:>:: crr@ . HIr HlNGE DETAIL iQ1E: 'rW-lCH SiOE1JTt IS A1T.ICHCD TO H/H(;(. .JN4 .. I@ SCRlj(!MT 9tUUl)~OFA~~ oW) A I (J) SCMW Pf]l SCRF* S1CHaJtJl.E. 'E'" . ~ ~.~ HE' LATCH DETAIL OI~ SlOOJT( IS ATTACHE!) TO LATCH JAl.IS use # 8 )( 1 3 / 4 " P'HIU.JPS FVcr lIEN) .samrs IN SlRfI(E 1'tA~ ~ ,(4) SCREW IHPt.ACE OF 'Q) FROW SdlEw SCHEPUIL ,~ 1iJ;;: ~ 'I'-.' ~"- 5~2"~ "'A "- ~~tI'll' . LM: sa LOCK ~~ ~ ' r'E' c:;;- l' I..~~ INSWlNC THRFSHOtO ~q ~,~ THRf'SHOlD I.. (~) r:r-~ ~ BARRIeR-fREE Thruh41d Size: up to S'4 x6'8 Product ~cceptante No: DSI-111 . tns....wa (wood jamb) C onftgucauon: 2'0 2'4 2'6 +80 -SO +80 -80 +80 -80 x. OXO. XO, OX 2.l\ J.O +W-8f.) +.'0 ..sO ..60 .{if) +<)1). ~ +56 -67 +5() .~>U +SO'..60 +$().(i) Single Opaq~ W/Sideliles Sinlle O~.1>d WiSideliles (Door do6 not mffi Missil~ Impact) Tes1'110-19S1,210-2024 +'S -80 ~-n ~-71 WI. ~.: Nan Ya pt~n 1 PllISIpro Li\iI1g~lon. NJ (,>7()J9 NAN YA PLASTICS CORPORATION I PLASTPRO, INC. DISTINCTION FIBERGLASS DOOR PRODUCT APPROVAL TEST RESUL TS INSWING: Opaque and Glazed Max Door size: 5'4" x 6' 8" DESIGN PRESSURES OPAQVE DoorSae ~r~~~ 2'0" x 6'8" +80 -80 2'4" x 6'S" +80 -80 2'6" )( 6'8" +80 -80 2'8" x 6'8" +80 -80 3'0" x 6'8" +80 -80 DrawiDI! # 99-01 99-01 99-01 99-01 99-01 De~ril>tioD Single Single Single Single Single Single w/sl 2'8".x 6'8" +60 -60 Single w/sl 3'0" x 6'8" +60 -60 99-0 1 99-01 Single w/sl Single w/sl Conliguratloo: X, axe, XO, OX Test ASTM E.330-90 AAMA 1302.S ASTM E283-91 ASTM E331'9~ TESTS ~rlDtioa Uniform Static Air Pressure Forced Entry T..1 Loutloa National Certified Testing Lab Orlando. Florida National Certified Testing Lab Orlando. Florida National Certified Testing Lab Orlando, Florida National Certified Testing Lab Orlando. Florida Test Date 1t/03/1997 04/01/1998 1lJ03/1997 O4JOl/1998 11/03/1m 0410 III 998 11/03/\ 997 04/9111998 Air Infiltration Water Penetralion Product Acceptance/Label No: DSI-222 -.-------------- - GLAZED Door Size Pressures 2'0" X 6'8" +75 -80 2'4")( 6'8" +64 -77 2'6" x6'8" +{j0 -71 2'8" x 6'8" +56 -67 3'0" x 6'S" +50 -60 Drawina # 99-04 99-04 99-04 99-04 99-04 2'S" x 6'8" +50 -60 99-04 3'0" x 6'8" +50 -60 99-04 CertlfYlog Florida EO~Jleer Test RellOrt 1# aJlcS License Nnmber 21 0-1987-I.Z~ 'I Barry Portnoy 210-2024- 7,>;1; p, E, No. 16258 210-1987-1, z..J,,, Barry PQrtnoy 210-2024-1(; f', ~ p, E. No. 16258 210-1987-1, !.},y Barry POrtnoy 210-2024'~{b P. E. No. 16258 210-1987_1,2,1'1 I3al'T)'Portn<J)' if i;:: W-~; N~~'fJ'" f f 1 I !14ft! I 1< . DOOR LABEL PRODUCT ACCEPTANCE NUMBER - DDI-224 FiNAl ANCHORING OF ^ WOOD FRAME: UP TO 6 '0 X 6 B DOUBLE fNSWfNG UNIT PRODUCT ACCEPTANC["io. 00/224 4"HP. , rf- 14"TYP. t-t- 1.4" TYP. rf- 14"HP, ~~ 14'~~ 14" TYP. L~ uS "1 6"1 f 6", - - r 6" f ~ I l<V7 I CJ) '0 ,:::@ ~'B' --cv Hf (7)- .!.tiKI1tr 30" HP. -.!-A ' &IM -(j) B--r; =@ -CD I i- S '-/2" i-- -r 30" TYP. , B t..- .J:t- -f -0 -0 ~1 -JL 4 .1/Z- (7)- ! o (~ -i7l CD := :.; 0, r -10~- · 1/'.:j J-lw t-'1/.-J L --..!..A~ SUff:'''' SCHtJXJIL 1(3) 1 10 x 5/8" P!1IWPS IV. r Ht.AD 1(4 10,'( 1 3/4" PHfWPS FLA r Ht.AD I (5)!10 ,'( 2" PHIWPS rur HOD 1(7 10,'( 3" PttfWPS rUT HOD I (.;\ 9 1/8" ~--- (!)--;;;:~VlO-J @ ~}L) Description Double Double Double Double Double Configuration: XX Test ASTM E-330-90 A.A.\1A 1302.5 ASTM E283.91 ASTM E331-96 -8' HlNCE DETAJL fj3 MET ASTJUCAL PLATE --; I 1- =( -(i) @= 0- - .....,.... ~ sa- UlCK 1I>1&...J.. ~~.~~ -4 -e- LArCH DETAIL '~N , ~ ~~~ ~'t--r.. "t1" ~I '0 ~~ "- l1Nf ~ i.--' I'-' ~I!I = LDCJ( V" I.WI\XK.~ ~ NAN Y A F'LASTlCS CORPORATION / PLASTPRO, INC. DISTINCTION FIBERGLASS DOOR PRODUCT APPRO V AL TEST RESUL IS OPAQUE Door Size Pressures 4'0" x 6'8" +74 -82 4'8")(6'8" +64 .70 5'0" x 6'8". +{j0 -66 5'4" x 6'S" +56 -61 6'0" x 6'8" +50 -55 DesullltloD Uniform Static Air Pressure Forced Entry Air loliltutioo Water Penetration INSWING: Opaque and Glazed Max Door Size: 6'0" x 6'S" DESIGN PRESSURES DrawiD2 If 99-08 99-08 99-08 99-08 99-08 Description Double Double Double Double Double TESTS T cst Locatloa National Certilied Testing Lab Ot'lando. Florida National Certilie<J Testing Lab Ot'lando. Florida National Certiliod Testing Lab Orlando. F10rida National Certified TeSling Lab Orlando. Florida Test Date 1 0/031l 997 04/0l/19n 10/0311997 04/011\ 998 10/03/1997 04/01/1998 10103/1997 04101/19n Product AcceptancefLabel No: DDI-224 DOOR LABEL PRODUCT ACCEPTANCE NUMBER - D8S1-226 FINAL ANCHORING OF A NOQD ffiA"'E UP TO 5'+ )( a'o SINGLE IN$WING tJNlf w/WO SlDCUrrs PRODUCT ,A,CCEPfANCE ~o.: D8St225 T o. ---j r- a" f ~0 1 !)=l!> C!) ~D' 0- 5"-"1 r- (!j- L- rE- r 12'~~.1 L 12" TYP. 25 1/2", f-f- 12" TYP. f}-I-t f-~' 12" TYP. 2S 1/2". f-f- 12" TYP. e---f f-f- . 12' n'P. t--~ 12" TYP. Lf-. -<D ::@ -0 0- 0- 'Tit.... 'll"- -.1.. 0-f 51/2"( ~f 0- ..:.l..A" G' -<J) ::@ -0 ~' 25 1/2". i ~'I-' -<D 0- ~i -7P? q> 0r- .J W 1/>"!' v.:.J l- SCRE'*' SCHfOUE 3) T 110 x 5/8" Pl4.JJPS ItA T Hf..l<) 4) I 110 x 1 3~' l'I1IIl.lPS ItA T H(.o\j) s)1 110 ,'( 2" I't~ fUr NO.O 1)1 110 ,'( 3" PHl.lPS RAT H(..\D .V'E' ~~r @ 9 118" ~~~ .~"i (!.r r.-, ffiI .,- ~-~tl..J' . "Ir H/N<;E DETAIL .IIQlI:: WHOI &OOfl(~'IOS 10 HfH(;t J..'oi<I8 ~ I ~ ~ \I\iST IJf:U$(O OF.. 5~ oIJtO A , 1 ~ PO ~ SCiIE1ML 'E'" . ~ ~~ ~ *' . "r LA~}( DETAIl.. .wIL: \OotjQ/ SlOi1.J1r IS .. Tr..cHf:l) TO LAfO( IN.I8 l1Sl:. 8 x 1 3/4" PH/t..UPS FV.T iJVID ~ H STRI'C€ PVo.~.. fo,HO I 4 SCRC:vI WPUC.E CW" , Q) rnou SC'IDlUU:. ,,~ I \.J ~.~ " .,~, 5~'~~~ ' SH lOCI( ___~:::--- Wo'H\T~ .-- ~ tv cb -j j-"/.-f4i~:'~'~-H ~r-2"TYP. cb~ c:;--., ~~ I'iSWING THp.rSHOLD L- 12"t; h-z t-+'I I 12" n'P. 25 1/2" ~ 12" TYP. '- 04 t-~. p L 12" n'P. 25 1/2" tr J:;-~f kD _'C' -'A' - ;Jj1Xl 1--'7' "- \!./ "-, D' I--(D o ~(j) 1--0 € E ~ 51/2" t c:-r-l'\) 12"n'P. 12' b- . t-i- 12"4-:. -(j) - ?&f-1 (D- 'C'- Q)- (j) (j) a ~ -~ l-; 1i" t 4 1/2,,-1 l_ IMSWIfolG rHp.f>HO/ D ',..25 (12" -.l.A.,x, (Clpt:<><'l>i> ~ a.o.RR1 fR fREI T~r..~old Siu: up to SA ~ S'O s ~:e Opaq~ WlSicJclilcS Sintle G lo=l WlSicJcliil:s (000< ~ no\ mecI Mi>>ilc lml*'J Tot' 2\0-2024,4.5.6,IO,11.l2 +99 .99 Mis. by: Non Ya P1esUa I PIa"t'<O Livtngston. Hi 0703'1 (f)- eD- 'Jl'- (j)- 'B~ CD- +89 -89 'CL- l'I('(' ~~~~ INSWLo;G THRE:SH(l/ID ~i;) INSwlNG ~D (~l ~ ~ lVJtF\!fJl- raa ~ +84 -&4 NAN YA PLASTICS CORPORATION IPLASTPRO, 11'\C, DISTINCTION FffiERGLASS DOOR PRODUCT APPROVAL TEST RESULTS INSW1NG: Opaque and Glazed Max Door Size: 5'4" x 8'0" DESIGN PRESSURES GLAZED Door Size Pressures 4'0" x 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 ReQOrt ,. 210-1993 210-2024 210-1993 210-2024 210-1993 210-2024 210-1993 210-2024 Drawtnll: # 99-06 99-06 99-06 99-06 99-06 OPAQUE Door Size Pressures 2'0" x S'O" +99 .99 2'4" x 8'0" +89 -89 2'6" x 8'0" +84 -84 2'8"x8'0" +78-78 3'O"x8'0" +70 -70 Drawiu # 99-01 99-0 I 99-01 99-01 99-01 Description Single Single Single Single Single Single w/s\ 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 Certlfylog f10rlda Engineer aad Llcease Number Barry Portnoy P. E, No, 162SS Barry Portnoy P. E. No. 16258 Barry Portnoy P. E. No. \6258 Barry Portnoy '~~~'; f&/ Test ASTM 10-330-90 Otxrllltloo Uniform Static Air Pressure FOfced Entry Test Location National Certified Testing Lab Orlando, Florida National Certified Testing Lab Orlando. Florida National Certified Testing lab Orlando. Flocida National Certifled Testing Lab Orlando. Flodda AAMA 1302.5 ASTM E283.91 Air Infiltration ASTM E331.96 Wale<' Ponetration Product AcceptaRce/Label No: 0881-226 Description Single Single Single Single Single Single w/sl Single w/sl Test Date 04/01/1998 04/01/1998 04101/1998 04/01/1998 GLAZED Door Size Pressures 2'0" )( S'O" +99 -99 2'4" x 8'0" +89 -89 2'6")( 8'0" +84 -84 2'8" x 8'0" +78 -78 3'0" x 8'0" +70 -70 Drawin~ If 99-04 99-04 99-04 99-04 99-04 Description Double Double Double Double Double 5'4" x 8'0" +53 .64 99-04 6'0" x 8'0" +50 -60 99-04 DOOR LABEL PRODUCT ACCEPTANCE NUMBER - D8DI-228 FINAL ANCHORING OF ^ ""OQ~E UP TO 6'0 X S'O - DOUBL[ INSW1NG UNIT PIi'ODUCT ~CCEpr"'IJC[ No.. 080'228 '"1 ,6" f :: ~ cb I ~-a -6" t 6""'1 I' 6"-1 (flI I 4" If- 1.2" .TYP. ~f-' 1.2" TYP. t-f-' 1.2" TYP. ~c-f ~f-' 1.2" TYP. 1.2" L~' ~f t€-. I 1.2" TYP. 12" t-P~ ~f ~~ 0 0 Lf-.:'~' t-1Q)" ., I r .J G 1/2" L. 1!..:J J- L [ 4 1/2" ~D' 1- 0= 0- -0 =0 -0 0- 0= ~~51/2" 'C' ,~,= g]M :f-:-; INAcnv(0 - 0= 0- -!fl.' -CD =0 -0 I I 0- 0= ,- ..J L. 1/." SCROf SCHWUtl: 3 10,'( 578" PfllwP'S f'L/o T Hu.D 4 10 x 1 3/4" PH'U.JPS fUT ~ 5 10)( 2" PHllLPS IV. r Hu.D 1 10 x 3" F+IIU..JPs ft), r HO.O I = 9 1/8" @,,...., J cv---:- ~;W R- ~ '-"-~ >J.'t: --} ~ %~'~~ "C" LATCH DETAIL -/r HfNCE DCTAfL 93 ,,~ ~ ~~ "-~ ~"- ~.lZ~ ~~: ~%~ iHS Tl'VCTlONS ~ 17' ASTR.ACAL PUT!. NAN YA PLASTICS CORPORATION I PLASTPRO, INC. DISTINCTION FIBERGLASS DOOR PRODUCT APPROVAL TEST RESULTS L.'fSWING: Opaque and Glazed Max Door Size: 6'0" x 8'0" DESIGN PRESSURES w () I- o Z W (!) <!: I- o t2 w ~ <:( :::J 0' en w ~ LJ...<(Cl:: '00::0 W LJ...LJ... ~W"",f- O~Z 2-0::) X~Cl::O O:::::lLJ...o Cl::OZO D...=w<( D...~~f- <(0<(0 wCl::f-z o::LJ...w <(zo::O ow<(o W~(/)o f-~ZZ o 0<( :::::lW-w OCl::(/)= <(Z~ . ~(/)W<(Z <..::IZ~a:Q ~QOof- o(/)Cl::f-() OZo~'~ LJ...wc:olt w2wOo.. a::i5f-~<( <( Z~-.J :;::l.....J-a::....J a ;:i! (/)' O~ <( ())a::.....J, w.......Io ::J>~za:: <(0:><(0 ~~.....J (I)~~iQ Q)._ 0 w Q)UC;;Z ~ ~ ~ ~ I f/) ~ 0 (J) Cl:S D... <..::I ~~~ ~ ns'- i= :3 .. f/) 0:: co O(l,)w e'ao [ 0)- .. ;Z=/ ~ ~~w ~II' c:::::JO <(aJ .......I <( 0:: f- ~ o (/) (/) w o 0 ~~ ~~ <..::I ('oJ ('1') '<t z('1') ('1')0 " (+~ <(.......I ('1') ('l") , ~'-Y o::;LJ...('oJN ~ o. 00 ~C1l uj~ ~~ l!) 0 r-- 1'-0. '<tD...00 G I- O"l <( '<t '<t w w <..::I OQ (.) I ~ N Z f-. ()) :s: IS) - <..::I Z w <( CD..-l '''~ Z 0 Cl:: N lD v, (/)__0 0......'*1: Z - of-O ..., O::z<(u (/)CD...I 0 Ww ..... ~ ,,, w - In U. ~ ~ '-' II:t:I:. r- z:r-LJ...- f-f-...ILLI:J a ~ C3 8 a:: Ll. u. t\. ..J zW~.....J 00.. 0 wO(/):3())LJ...z~~ en WZ())cozoo ~C Z I::)zwQ::Ji=ZO:: f- 0 <( I(/)<( 0::; ;::J " LJ...OZ...Jf-:>wOot.n i.ii <(D...IW(/)D...o:: . LU f-w:;;;Jf-O::o......la3; Q (/)<..::I......-('f') <( - wOO:: 3: 0 Z a:: <C lJJ c:( COw:::::l)-o<(:::> c( 0 .....Jf- Clf-...IX w3:o......J('oJwuO:::O Q2 i!:O::)~IZ::)c(;;;; 0 O::~f-<..::IO::Oc:; ~~t?8~u;t;DD ri ~ Q- c. ( c:-r~ 1/'0 <;WINe n;1?~Sf-lOtD ~ /NS'II'IHG n-IRfSHOtD ("-~) cT' ~ flAARrf'R -FRU: Thfounotd OPAQUE Door Size Pressures 4'0" l( 8'0" +99 -99 4'8" x 8'0" +89 -89 5'0" x 8'0" +84 -84 5'4" x 8'0" +78 -7S 6'0" x 8'0" +70 .70 Descril?tion Double Double Double Double Double GLAZED Door Size Pressures 4'0" )( 8'0" +99 -99 4'8")( 8'0" +89 -89 5'0" x 8'0" +84 -S4 S 4")( 8'0" +78 -78 6'0"x8'0" +70.70 Drawin2 If 99-06 99-06 99-06 99-06 99-06 DrawiDl! ~ 99-08 99-08 99-08 99-08 99-08 Configuration: XX Test R.IlO" , 210-2024- 4,5,6.10, J 1.12 210-20'24- 4.5.6,10,11.12 210-2024. 4.5.6,10,11.12 210-2024- 4,5.6.\0.11.12 Certlff1ng Florida Kngla..r aDd Lie ease Number Barry Pornh'l)' P. E. No. l625.L_ Barry Portno)' ~o. 16258 Ba.'T}' Portnoy p, 1;., Nil. 16258 t B!l.'T}' i'ortnoy P. E. No. 16258 f arrJ I, (tv ASTM E283 .91 ASTM E331-96 Test ASTM E.330.90 AAMA 1302.5 TESTS OeKrllldoll Unifunn Static Air Pressure Forced Entry Test Lout/Oil National Certified Testing Lab Orlando, Florida National Certitied Testing Lab Orlando. Florida National Certified Testing Lab Orlando. Florida National Certified Testing Lab Orlando F10rida Test Date 04/0111998 04/011l998 Test RellOrt II 210-2024- 10,11.12 210-2024- 10.11.12 210-2024- 10.11.12 210-2024- iO.ll.\2 Air Infiltration 04/0111998 Water P\,,\etration 04/01/199S Product Acceptance/Label No: D8DI-228 Certlfylog Florlda EngIneer and L1cease Number Barry Portnoy p, E. No. 16258 Barry Portnoy P. E. No, 16258 Barry Portnoy p, E. No. 16258 Ban)' Portnoy ~ '~~~~ rf/! . O"l o ('l") ('oJ o z CO 52 ...: CIj) ~ f- 1'-0. N E ~~~ o XWO r./) <(wI: ~ Ll.~5 ...., ro8~~<( ~ ~~ ~ W ~ ~ C ('1') , .......I W .9 co .....J '<t <( f- () 0..... Ll. ...., 0:: <(...., 0 .'9::)0(0 ujcor--t;u:" 'ii~::)i=0"l w ....,OO::O:::.f- l!)o.If-WO <( O"l<(D...())Uz: 0 o o Z IJJ [J - Ul - > - Q <t Q - ~ [J .J I.L. .J <t ~ I- Z W Z tJ 0 o IJJ ('.J LO ('.J <M CJ) Z o CJ) > w 0::: Product AcceptAnce No: D8SI-2l6 lnswina (wood jamb) Config\lr1luon: X, OXO. XO. OX 2'0 2'4 2'6 2'8 3'0 +99 .9'1 +89 -89 +&4 .&4 +1& .n +70-70 . 53.>4 (A.o I dO.{,() +13 .n +~ .70 +53.14.Q4.01 +S<).{,() w ~ <: z z <: -l a.. (f) ..-I - <( I- lJ.J o SHEET NO. S-9 LAST PLOT DATE October 11, 2004 PLASTIPRO DOOR DETAILS '<t o o (\J W I- ::J [J U1 ~ t' ci r- C' > I N ...J [J'I 111 III 0 I IJJID W M IJJ ~ M ~ I ..J M Ul I.L. r- I- <{ OJ U1 D. I W r- ~ ~ .1- o Z LU ~ Z _CJ)~ 0 riJ~(liLU::::J oz CJ):::! < O-I> ~~t:~(/) <NLwO::~ ~,",~oo Zo::ooo ~OLULU(,) w... -'I- ~o~~z O::i 0:: CJ)::t! ~~too:: ~~<~B w o 2: o )-0:: _ Ll. z: zf-O <(Z- z:w~ -(/)> oz- woo gues oZa:: owo o::f-..J D...!::LJ... wO::.....J 0::3:<( wwO:: COI~ f-f-w Of-o z::) . )-00... <(ICl:: ~t::0 z:S:o ::Sffi~ D...ZO (/)ZI -<(U) 2=~:::::l I- o Z l- I (!) cr:: >- 0... o () D... 0:: o o W ~ o I U) :J ('1') o o N @ rl".iD BUllDL'iG .CODE COM.i'lL'-''i{'E OFFKE OKCO) PRQDUCrCO~~ROLDNj~~~ ML\Ml~DADE COWN.FLORIDA M.ETRO-.OAO,e FV-OI;$R.B,t1.W1NG 140 WESr:rLAGUR Sl'REET. Sl)}TE 1603 M'lA.'W, r'LCRJ'OA 331 >0-1563 (305) :n~~l'iQl FAX (3G5) 375-2908 NOTICE OF ACCEPTANCE (NOA) .. Cerlalu'f u~d Co :rpJl~ati;;ti:"'w"""-",, '''''-''-'''''-''''^'-,,-''''''''~'''.'_.__.- 14(lO Un.iQn Mei:ting Road BIlle Bett, PA.19422 SCOPE: Tbis NOAis b<eing isslled under the applicabletwes and regulati<'lns $1)verp.Il1~ the QW <.)f COnstnloti~n materials. The doctlmentatiQrt submitted has bt."en reviewed by Miami-Dade County Product Control Division and aceepted by the BQ~rd of Rnles and Appeals (BORA) to be used in Miami Dade County and (}tllet ai'eas \vhere allowed by the Authority Having Jurisdiction (All)). 'Ibis NOA shaH not be validaf'tcr the expiration datest~ted beltJ\y.the Mi~tni.b*de CQUl1ty !'t'1)duct Control Di'ldslo;1 (In ~1ianri D,1;de County) andklr tbe AU1 (in area;; other than Mi~mi Dade County) reserve the right toJll~xe this prO<luct or material tested for quaJityaSl;\Ul'allCe pu.rpQses. Jf'this product Qr material faits to perform in th~acce:pted manner, the manufacturer w.ill incUf t1}e expenSe of such testing a.Dd theAHJ may irrl1yrediate1y revoke, niooity, or suspead the use of such product or matetial within theirjurisdiCtion.. BORA reserves the right to revl,)ke. this acceptance, if it is detlttffil."1ed hy Mjami~Dade Cmro!>' Product Control Div1SiOtttbat this product or materi<ll tails to meet the requirements of the appLicable building code. This prOOuct is approved as. described herem, and has been designed to comply \'<"ith the High Velocity IJ\l1'ri<:ane. Zone of the Florida Building Code. DESCRIP110N~ Landmark 3Q (and-AR) (:lndW~d~l'r:ack QB), J~antlmark ~ (and-AR) (and WIMrn,~k QB) and Landl1lark 50 (andc.AR) (a.ud WiMfrack Qn) LAB:RLlNG: Each unit shall hear a pemut1.ent label \Vith the manufacturer's name or logo, city. state and followi.ng statement: "Miami.Dade County Product Control Approv~d", \mkss otherwise noted herein. RE~E'VAL of this NOA ~ball be consideredaiter a rel1~wal application has been filed and there has be~n no cnlinge in, theapp)icable bu.i1ding code negatively affecting t11e performance of this product TER..'IlNATlON of this NOA ,,,ill occur after the expiration date or if there has been a reViSlOll or change in the materials, use, .md/or uWt11..\facfure of the produdor prQi:css. ~{isuse of this NOA as anenoorsement orany prodllct, for ~ales. advertis,hig or any other J(\.lrp<;s-cs sbaU automatiCl1n,y ten1)inate this NQA... Failure: to (;,omply wjth any section of this NOA shaH be cansefor tenninat'ion and ren:\ov<a1 ofNOA. A>>YERIlSEMENT:The NOli number pre~cded by the \\"cras Miami-Dade County, Florida, and ful1(),voo by the expiration date may be displayed in adve:rtisiug literature. If any portion of the NOA is displayed, then it shaH be done in its entirety. fNSl'E(;'IION: ,-\ copy of this entire NOA shall be provided h1 the user by the t~1anufa~tL\rtt or its djsf;r\:butors and shan be available for inspection at the job site attue request oftne Building Official'. 111i8 NOA consists of pa~es 1 through 4. The sub.titt('d doo(lmentatl<lIt wasrevie\ved by Frank Zuloaga, RRC NOA NQ,: 02.UJ9,l)) E).ptratJ"lll)at~: Q2.t28/i)7 Apptoyal \J<\tel Q3!~1/{)3 Page 1 of 4 6. 1,ABEUNG 6.1 Shingles shall be labeled with the Miami~Dade L'-lgQ or the wording "Mlat1'cl..-Dade CQunty Product Control Approved". 7, BUILDlNG PERMIT REQUIRL'\iE.NTS 7.1 Application for btuldi.'1g permit shall be aecompanied by copies of the foHo\ving.: 7.1.1 ThlsNotice of Acceptance. 7.1.2 Any other documents req~ired by !be Building Official or the applicable cede in ordfXto proverly e\Naltlat~the ll1.<rraHauot\ oft{lis system. DE'l'AILA CERTAiNTEED LANDMARK 30, 40.50 All dimenslons shown are In in<;hes -50/'81 . ------1 i~ 5184 ~ ',' I ~-"- I. Stooer , ~ ll!!!!_lI!!!!. Eaves fLrlJ Sblngl~ NOA No.: tiZ-1U?J)3 Expiration Date: 02t28i01 MpNnal Datl;\l 03/21/03 Pa.geJ of .4 RoO'nNGAsSK~1BLY Al').PROVAL CateR\lr:y;, fuJb-C~ttgory: Roofing 07310 Asphait Shingles Dimensi anal \V'ood 'f at~J'htls DCI:!iT}]!1 1. SCOPE This revises CertainTeed Landmark 30 and AR (and WideTrack QB), CCliainTecd 1,audmlU'k 4{) and All (aud WideTrad.. QB),CertainT(ed Landmalk 50 and. AR (and\VideTra~k. QB) Shingles as Hla.'1ufactured by Cerfll.inTced CorporJHon dt'$(ribcd in Section 2 of this Notice of Acceptance, 2. PRODUCT D.ESCRIPTlQ1"l ~roduet l)il11eusion~ Product Descriptio!}. Test SIH~dfh.'ll. Hons PA 110 A heavyweight, 2471blsq, dimensional asphalt shingle. PA 110 A hcavywdght, 2641b/sq, dimt'l1si.onal asphalt shingle. PA 110 A heavy weight, 2961blsq, dimensional asphalt shingle. proprietary Accessory shingles fl.)! hip, ridge and starter strip applications. Ceft;1intcd .Landmark 30 and 13j~" x 3& %." AR (and WideTrack QB) Certainteed Landmark 40 and 13~~" x. 33 0/4" AR ('a.iJd WideTrack QB) Certi.inteed Lsndma1k 50 and 13%":x. 38 'Y.." ,\R, (and \VideTrack on) Accessory Shingles various 3, &VlDEXCEsvn.\nTfED: Hst ,~!';~ry;y Tesf [dentiner Test NameiRl'lH)tl UL 790 ~ 04/02/0 I 01/12/01 11112/02 \:nd~'nVTiters l.<!.ootatodes, me, R684 peTe..o 1.02-0 1 CTC-006-02 -0 1 PA 100 PRI Asphalt Technologies, Inc, Cnder\vrikrs Lab\Jt<lt<"rics, Inc. 94N'K9632 02NK42448 Wind uplift rel:iistan~~e PAl (J7 11/30/00 11/08/02 4. Ll.l\lITATI ON'S 4.1 Fire c!3ssiflc<ltion is n()t p:.ut of thiiil acceptance; refer to a current Approved Roofing M$teria1s Din;ctw)' fur fire ratingiil of this product 4.2 Sb.lll not be inst.111ed on t'ooftue.an heights in excess 003 it 5. INSTALLATION S.l Shingles shaH be instalkd in compliance \..ith RQoling Application Standard RAS 115, 5.2 Flashing shall be in accordance wifh Roofing Application Standard RAS 115 $.3 The manu[ac.tu,rer Sh;'1H pnwide clearly \\'ritten application instructions. 5.4 eXP9SUre anJ C\,)UJ:'se layollt shall be 111 compliance \\~th Detail 'A', attached. SS Neiling ~,hal1 be in compliance W1th Det8.1l 'B" attacht.'d. 1'\0.\ No.: 02-1219.03 f:xpiratii.'lt1 Date: Q2/28/07 .\pproval Date: 03i27i03 Pllge 2 of 4 l)ETAILB :-~..." "..--"'-' 38 3/4" --,--,~_..""..,.-.! .... 12" -,-- .....j-""'''''_..,,'- 143/4" ---..- :1:""-""--"- 12" "'''''''''''''''': r--"" j , I' I I ! -ll~ ,. I I' ~~l ~i . ",,[.... ....._.___..,.,.......,......,......."._,,~.. ".', , "-.-,"-r--..., l,.,.~""r-.. ..""",........",,....:c:::::.. .~. J:::::..- ~ ........, """"__"'_(::~ ~.. __~. ~r118 '~j'..:~"-. "".;:1~:"'~"[~..~'~SiJ:::.~;~.. --, . ""'..' ,...~.~\;'~.~.. n Vi' EX!-'I(,)sura i \ 1"""" ,......"" 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AREA r......,J~~...... 1 1.m~J>'~":' r~~ r.'~~~"'.. .i~.71/.2.i · 5 51e" 6 i ! ! ~~ . I ~:U l_" ..".""..",J"...",,,_.~-,.,.,,,, ___""_""""",,. .....___" ,. ..".- U LANDfl,ARK 30. 40, 50 (AND ARl- WI Dt=TRACK as (LOW and Stal'i,jard Slope) ~4- ,""".."..,''',...,...,'~ 4-----.. ,..-..... """.." 3$ 3/4. ,,,,,,,..,,,,,,,,...,.,,,,.,,,,,..,, ,.."""",.,...j '~:;Z:;222?~~'3!:?Z~;~=~~7..aL:Ll'1ig;;;i;;~~?72.ZZ~2Z2:::/2:22ZZ? N~~;H!1S J.f~.{S fqt "~tt}t!p:" ~1op~ (~'t.'iJ.rw ~~ 21":12') 't'-,.~ Mt\'~~n tX.~~: 2 t:~~ ~l\e~, ," 131/4" ........." 12'" ,,,.,,,.....,, .,_".........m..._'_ 143/4.......--...-....0-.---. 12" """,,--- ~--- .' I -~~::-::1. ...LS~~"._.... . "..-..,~\,~_ ",1 '-""1 -{ : r~- Ex~en iI~u' <1+-1 _-L.............." \. I w _. _1"...,,1- LANDMARK 30, 40, GO (AND AR) . \^iIDETRACK QB {St€'"p Sfope} 'I::1"D OF TlUS ACCEPTANCE NOA No.: 01-1219.03 E:\piratfoo Vat,,: 01/28/07 Approval Date: 03/27/03 Page 4 of 4 _._-'~--._-- ---.-".....~--,- .- -_._~- _._-----~- - w Q>f/) ~ 20: l.l..<l::0 Q>Q) .....J c=:JO .00: l.l.. (1)+-1 <:( I./) w l.l.. Z ~~2~ Q>.~ 0: 0 W <(CO ~-O::;l CUe.> u; Z W -1./)0:0 ~O I./) (J Xf-l.l..U W (/) () 0::;1 f/) Ll.. W Q::oz::u n.. wo::( I f/) 0 0 I- (/)CU 0: n..2~f- CL (J a 0::(0""0 cue 63 z:: z wQ::f-z:: 0 Q::Ll..w -- 'OJ) iI: o::(z 0: 0 .....J W ow""o (U.- - ::;I .....J <-' W~I./)o a...f/)~ ro <i: O(l)w 0: <t: f-;:!:zz e"CU f- I- o 00::( :2; :::)w-w a oQ::(/):2; 0 ""z (/) a ~(/)~~g (/) W LL 0 U (JZ_Ll.. .....J(l') ~~ W ~Qoof= roo 0(/)Q::f-C3 wt'- 0::: o6]Q::,(::::i <..?N (l').q- ~ l.l..2Q::Un.. z(l') (l')O W wOn.. ""Li (l')(l') I ::J C:d3~a5<l:: 0: N N a o ... I I 0::(.....J_ .....J .~ g~ I :::).....J "Q::;a! 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O~ b" 0;; ~ $~t.~e.; (>..- ~L.&..6..~{:-"';';:') LD LD>9 owc.o Mo::":' .-I N .-'1Uo uo~, f-, 2 0::(:2;0<:( (,O(/)t'-U N't'-' .-I<l::O<l:: 0090 '::,(LD::,( i8202 }~t,A*h~' ()';v~A;,~,,;~-~($ i /( __-~I I ~_..----- l ~ ~ k;Ccl4 t)f:/E~'t ~ Pi.,A~~~~ ~~ z. i' ~~........~ e~:",~s.Es. /,/' / ~~:-.L')~, I...: ?(.","~f:-itj:- ~_~~~'".f(~~~ S:'f.~.~' ~~....f FfGUf'<E .3: CO~NE~PEi AIL C\jU) ,2 LOa ('jU) ~> w 0:: FIGUF<E 2: WALL FINI8H FLAel-llNG INSTALLATION Lf.1l-iSRE ROOF MEET& VE.RT!CALWA!..L ~-~X":(.;~_.e.::::J, r.,.''':,;N''r'E:D c:.>(~'"~~ C~ ~:AU... :~;}.i~$-.4 '~ \ ~ I --:---":---':""" ,\S.f':~.':i. ~ ~":.l(R~:P: ~t.''4.'''~~- ,~*i.3~$ . -....-r ~~i~~1~~~~;g_~; I ~~tZ'~~~;~;~iSl""C .~.'I .' '" " !t1,c'."",,,,", ,,"~, ~OOc ~"'-k$.'-:.~~~ \1'. fbt&H,lli.QJ~,€I~!h~ NOt E:, YH:$ O~'r AJL ~s ~.20Utf{2D Al ,1\1..1... 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OOO~LU !!!:iLUL38 i=~i=\I)O MASfER SHl:"iGtE APPLICc\fOR'S MA~UAt LAMINATED SHINGLES .. fASTENING ......... lOW AND S lAMDARD 5l0~E lHGUSH DIMENSIONS 'l~1.:' Proper Nading l' ,.j ) PI l ), ~ j.H~ I.AHDMARK SERiES, WOOOS<A?f>> SfRlES, I.AHOMA..lt\C 40 IR AND lA.Nl>MARK Tt MtTRi( DIMH~StONS lOUr OBjf.CllIt. 10 ft.'<un tbf! vJtn'{ t /11 ocedw e for wstalttng ltFntlU1ted ..hmgle:-; * LANDMAR.K Tt * ~ !deTr<\d~ QIl Rd1:;d$<:) 1 (\0<:) """""', \ STEll' SLOPE ENGliSH !)lMENSIONS ;/ \\1 MlTRl( D1MHtSIONS * \Hde1r,,~k QB fRONT \ \ " \ ~,,\\"~) '\ -- .,. :-:." ~"~ ,,~ "",v." EAC1< - .". --::;,...~:::" - ",;;;:.."". r "" ~~;,~ j Sealant Stnp$. tYiDERSICE OFTOP LAMINATE LAYER QUd<:lnl-Bor,d f',-"" l"r"I'1$'t)~d ddh"s \,' :;tnos 101 -3 $1,011901 oond For le<:uni&alllijesll,ws, ,afawlalloa 011 ac;:ephufe allemattve apll!Jcahon meWHI$ aM malerialS, llf a oopy of lbe prQGutl iIIlll1anly, COl'liltt tha SOl!fClI$ 11$llld flelow: -'" ..."" '"''' ~~ ;;l,. 1\{l'lJRll\l; \\ htn 101,,,~lhl1~ 1,IHt\luk n ont"" ,J.,P(:"$ I')le lavl?f A 'Ii b'(ui,UMd or ,m ~\11\l\'iku \\~ltq'i'ut)fl1g ,binj::k \t'iJd!!dll~WtHl BS A,:'WI t} (E R l' AI N tEE I} Sill '\(, L II \ P j> I I f \I {) If S \t \ S t H ~ CHIMNEY HASHING ........ Melal Step flaSf1i1I{l t&" ~'i\:\'ll' 1 _ "" ,\,,' ''', " , ') l {~r~Y I ':v" I. 11 f'cpe-at ~he n\t.'-1..:(lut"'> l)dte-n1 .., (l\vn I~~<q~ J 5' 11 lftgb.\, '~t ,,{( 4"K~}-{ l# ( 'i1~)-} d~)uel'f " UI<Jp/:m-r, Cl\RfU'IfliF.l) SHINGH HI.'t!C\\'H!\ S M\Nt H " -~~-~ -- li'.Il:i<<!>I~ Cl:R'f\IN I fF n SHINt:lf. \PHil \T\lR:S M.\Sl H I'l~ """'"--.,-.- LANCMARK n I.W ]to ~ ........... , ONE ROOF-OVER METHOD FOR ENGLISH DIMENSION SHINGLES ..........- PREPARING THE ROOf SURfACE fOR REROOFING lINESTltW/ COMBINED Willi THE flVHOUaSE DIAGONAL METHOD j' SEV1NS ANO rOURTHNS"1 1\0 l!HHH (.H )1 H ( tit R5LS ~ ..-. ............._~-- - ONE <LUN-OE<K APPLICATION METHOD FOR ENGLISH DIMENSION SHINGLES .....,..,. flVHOURSE OIA{i-ONAl MHHOO ('"SEVENS A.NI> fOURTEEIWl I'RH\RI\(, !HE DH K ,\ /' \, e >~'~ t '\" , ~ . ,-, ,p,o 1HRnt (,I{ 'H~l em RH1S' I... I f (Mple'" CfRr\fNl'FEO SfftN(;lE H'I'fl(HORS' MOd U t>.;) 19 I~) n OWE ROOf-OVER METHOD FOR METRIC DIMENSION AND LANDMARK II SHINGLES -......... _ i ?$mtd "f~';""u'~ ._..,.'''''.---7\......-\'(-.-. " -- .,,- :~". SL1..---:1\'--- r;";\~J>-_-..<i}S0--:_-- ;:;:;:-:,;:::;j \.- 'So // ...--....- --....-;::::;:::.-;(,.- - -... ---....-- ;yo -.::::-- ..)--'-"\ // /, ~-.- -_.- \ / fI ~.- '"\ -_\....-- ~ \ --- /' // .,-~ / // .. .---' \, ,1,/, _::,.. --- -.'"'\' ; INrII (Iv!,,"; t' (nu U'.l IE IW S It I N (; I 11 U' I' U I H (1 It' $ M \ ~H U El19Hsll Dimension MetrlO Dimension Ih (:'ap'~") ff.Rr\l'iTEff> Sli",dE \i'PIH\lURS \i\NlU (ry ,~"" /, <; fIn \ I' III E U S HI" (i U \l' I' II ( H (} R S \l \ \ I ,!; ............. HIPS AND RIDGES -......... SHA.DOW RIOGE' A<USSORY SHiNGUS fOR HIPS AND RiOOES W Q)t/) ~ ~Cl:: ll..-<o Q)Q) ...J ==:JO LJ..i0Cl::ll.. tJ)...., -< (/) f-L.l.Jll..f- Q).~ Z Cl:: -<o~z 0 L.l.J <(CO ~-O~ Q)(,) U5 z W X~Cl::O ~O (/) ~ ,.. --------.- -~. () o~ll..U W U5 - - -- - - Cl::ozU t/) ll.. W t/) 0 0 ONE (LEAN-DE(K APPlI(ATlON MEtHOD I- CL~W-< Cl:: FOR METRIC DIMENSION (l3W' )( 3aWl) 0 ~0~5 tJ)~ CL ~ 0 z Z wO:::f-z Q)C D AND LANDMARK H (13W' X 40") Cl::ll..w W -<zo:::o -'0.0 G: ...J SHINGLES W ow-<o CU .- j:: :::l -' .......... C!J W~(/)o ...t/) Cl:: co ~ OQ) W 0:: ;:: f-~zZ e"O u f- HVHQURSE l}lA<lONAl MUHOO o 0-< 2: ~L.l.JU5w (SSea'" AND 1 n~" ) 0 O;?fz~ 0 ~ ~(/):g~z (/) PRH\.lU\(; uin !)F(K. (/) w ~z ll..0 0 U . <tODOf= -'('1") 8:~ W 500::1-(3 COo cr:: wi"- Oll.. offio~:J ~N ('1")<;t <t: ll..~o::UCL z('1") ('1")0 :J W_WOCL <t-' ('1")('1") 0::0f-a5-< o::ll.. NN 0 <t-lZ -' o ' 00 if) ~...J-,Cl::-' .~ coco g-<(/)O~ (/)CL C9co 0::-1........ -,w-'O Ii) 0 i"-i"- -'>~ZO::: <;tCL 00 <to -<0 0)-< <;t<;t T ~ " ; tll (ONTOORRIO(W APPliCATION IS AS FOllOWS: lH 1i6 W ~ 00 I Z N f- - ID ,(/) ~ID~ ~ZW ......NID (/)~Qo Cl::o~=l:l: . 01-0 CD..J O::z-<u w(/)&n1.L. ij:J-<~~ II~' ~tn~z f-I-Lt~ ~o::fda Cl::LL.o'. ZWCL-I 0 LlJZ WO(/)S(/)ll..zo..LIJ WZ(/)cnZOO~C :r:~z oWf=ZO: f-o-<~U5~o::::::J LL.Z......lf->wooco O<t Il.:r:w (/)11.0::.... tnw~t:O::o~l:Q..J wgo::~('1")zo::ccLIJ cow~>-g<t~..J<C w-'f--INOI-....:x: :r:~UIl. L.l.JU~O f-O~'<:::r:z~<C;:; Cl::~f-~O::Oo::; 8 ~ tn 8 ~ U5 tnD 0 o z - vi' z o f:: :) ..oJ o (I) z c" ~ o <( Q ~ o ...J L&. Ncn ,2 mO Nif) ~> I~ Ii) Ii) 0 q><b ('1")w.-l .-IO::~ .-IUO UO~"""" f-........ ~ -<~o-< (O(/)i"-U N........i"-........ .-1-<0-< ooqo '~Ii)~ ~202 w ~ -< z z ::i 0.. SHEET NO. 0) o ('1") N o Z co Q co f- ...: I -< I- b(/)~ E <;tCl::Cl:: o xWo (/) -<w:r: (/) ll..zf- .Q('1")Ii)(3~ COONZ-< 0) i'-o .-I W 0Ll.. 'QDNN c: ('1") , -' L.l.J ~-,~~f- oll..oo~(3.-1 'cO'r-:-f--(O (f)~OU~.-I a.<;t~f-O) w ~g:r:g:8Jo ~ O)-<CL(/)OZ 0 () () \\) Q) +' .- :) (j) Z ,() () ~ ;! ($)- I r -(Q (J1 r ). () N - Q) 1.1) Os...\\) I ~ 0 ~ (J1 lL~ ~ +' lL I r en (l) ~Q)lU- '<t:3 {L~ t- E..-!- '''\1 Zt- () () \.\) !!!o:: zwo.... cd;: z z iiio(o(~ WlI)OO:: O:Z:WJ o....zu zz~W 0(0-.... :sll)- ~N!!!~9 -.-1.... .... ~o::-o::o(> 0( wo a::e~o!!! oS!o~LJJ !!!.... w;:s 0 ~~~lI)8 w o 2 o >-ttz zl-O_ <tz ZL.l.J5!2 -(/)> oZa wO<t goo OZo:: oWo 0::1=-, Il.-Ll.. wO::-I Cl::~-< wwCl:: co:r:f- f-f-~ Of-U z:::> . >-OCL -<:r:o::: ~t::o ~u ~o::w -.Jw2 o..zo (/)z:r: --<(/) 2=~~ 0.. Cl:: o U w ~ o :r: (/) ~ ('f) o o N @ I- o Z l- I o cr:: >- Q.. o o 5-10 A ROOF DETAILS .......--.-- US HOME PRODUCT APPROVAL SPECIFICATION SHEET As raquiieo tv Fr0iida S'tat-:.A-e 5SJ 8~2 and Flo(ida AdminjS1rz1.i'"e Code 9S-72', p-!€3Se provide tre Informal;on an.:! approval n>1~'T')be.r9 on the DuUdifi'J' com{XJ'f1ents listerj belvw (f th€'y 'h'ltt))e ,:jjhzed i)l'\ the, CO(ls!fucb(l,'\ j)TOJ~~;t fl~t WY\iCI'l you aJ(~ appfving f<)( \:I ::'\.Jtl(jjl'lg ~f:'(:!l vye r~or;~(Oe!~(j'~/o.l.1 ;~onta<;l yb;Jt lb(;a~ pj'Czlv~1 supplier sh9LJd you not kno\y' the pt'odud ap~:l{o"ai '-lU\"'100( f'J( a('~lQf trt€, applicable nst~d produds CateqprYISuP(:.ateQory 1. EXTERIOR COORS A SWiNG 1M3 8 SLIDING C SECTiONAL o Of1-,ER ~g.9W$ A. S INCLE filiNG l1 HORIZONT Ai.. SUOS"': C FfXEO D M.IJLUON 3.. PANEL '''ALL A SIDiNG B SOHITS Manufadurer Product DescriOtioo Anriroval NUl'rlber{s) Tr.e.f.rr:a~ Trl.; Rl'705 $'rf,OCU! }~,'t~r :O;ir'!;o :le1t1?;81't ''<II Horn;, ";'0-:1) fia Extruders -rr,.lilestone1 _. Ganerai Ajumi~v~l1 Mk 2)31,1/5, MK213i'1I51-!P Mk 2(31415 XHP 420. 4'?OI4$'_ 4'OHH452HP Series 500/100JI2000 .4201430/440 I'Ll2>$. 'l.O$1 ~----:---- L264 <;;'opay S'-ilkjiqa Pr(id'.i;;;~ \3ala6" D,lCl( GRSTv\4 /16.x. 7 Garica DoO( 6RS1'W4 (9 X 7 FLm66 FU026:4 ,:<rr:oo ~ttarBtlt Pa. E).-:-'~f't_4jef$ C~'i$.r31 At~lPiif1t.lm General AI~mir)um - 'fVIT<4CVOC f41 k 4<),/;;0 riP 1,65 1-6:V:~f)QO:, iAO/374D, '3240/4Z3DH? Se'l€>> 1 OOQI1 $00/2000 1~ ~ 00/1140i 144(#1.4?i)/154Ji", 56<')f157011.9001 940!1970 ~1ZJ Ft(,063 FL42 1"1.254, 1606 Fl254, 1609 '<'(>CO S.,U#rj3llt F:.z ' e:rtrV:.~r$ (M i1,esfcf1e) Ceneral AJurn~qurn F\,:'24 fl670 HAS F12.% FQiJ R\-\: HP, R\V XHP, f~\1V4.XHP 16&3163. .6>30 Sar'e$ 1 COO 1 :. eO! j 4'80/15$QiI5flO!1500i'S90 ~i:r1CO, 5etit,,-S,1l ,:;'!a Extn../'-:fef'S ~Mne:stone C;f:f)trfal AfLUlIi "'lurn Ger:er,;l;l AJurn,ir:urn Mk <10iSC P'I'!/CT, Tv'iPY'dCT 1'5O!3CiY). 740i374('l.324014250HP, $00 Ser'€$ 1000/2000 1, (Jtj":rDlJ j 1 001460 T DU1450/1560/1':; 70119;')0./ '1 Sf;-'OIOOOO/5300i-5360 1'[.125 FL 676 FL44 R:2~. ~6::l, j697 fL2?o>.. 21$3 1!;l9~ Kinc6 BetterSdt <Fia [)(lrv.ier$ (Milestone Fra: Ext;r(id,,e<'S {M ;lesk>f1~ . Ger'1erat AkJ(ftioum Generai Aluminum (~e:,e(al AluiYlinurn '::e[1~rqj Aluminum FLOli7 M03-v4A. .'1102.03"', "!I96'-Oe fE5709157.....10,.15_71.16712/5-." 1.,,15)1<1/5. .718 F€;57(})j5-') 1/5 \515717 1100/1 90011 970 ~nd Tririieif 1442;1445 1446 I Mulisatid 8r~ketST \445,1447.144 (F, a(J() ,3rsckets\ 5~0,53-'7534il5350.55 !50oa Muns and 8rack~tt,) FLG74 H.&7 4 fU)52.1 Ft1667.1 H.5M8.1 FL1$QS.1 Kavcan i;l. Carr'ero" A~h[ey 8\{.idG::f Camerdn Ashley 13'~iidi:-,.i Q905JOQOQ95C~g.S 10 Alul"l',num Soffit 4155CV..15 i02j4~,1'02!~ Alurti1t1ufI'1 S6ffit AkJrninur'f'\ 'irini-e Four Tl4 , f1:.1*5 1'(4(1$ 'C4ilS 2' E OTHER ~Y~_L lQ\JVl'CR __ '=""'__"".........-.,.____ ,_.,'. . ' O. GL,A.SS 8U;:C'<. Fltt~bu"'n COrCii'<l Co'iO~ Glass Uf'lj M<lOO!"\." in$tz,l!ed w:;o,'O'iar FL1363 4. ROOFING PRODUCTS ~.'::HAL T SHING ES B \')HDf(~LAYMENTS C ROOFING FASTENERS D, ROOF 'y'Et\lTiLAf08S E. RCOfl~iO H..F.:! F. MOC1F!EO BiTUMEN G SltK3L\: PlY ROOF gYgT2:M$ H. CEME!iTS-AOHESIVES COATiNGS I ROOf 1'ILlo AOHES! it:: J eTHEr, S. SH\JTTEF\S ,A S, ORM PANELS B. COLONtA.L C ROLL.UP D O'-HtRS K SKYLIGH T$ A SKYliGHT 8. OTHER Certa.1I1Teed C91~~ ~~rk 301.40 aM AR XT25 (afYj ARl XT30 (~nd ~,R > H..200.$i Fl2~ 7 FL250 14_ FL250 16 AJ.rVent Ii)'':: \/etihtt"j PI:;S FL"W2 Ce,1alh Teed Cor;:; .Pooflc'" Mocif;ed 8.tl.iJ11"f\ Roof s"st~m Fi..47~ 7. STRUCTURAL COMfON5NTS ,~. >/vOce C.o~:NECTOPSIA~iCHCRS $'rY!DSOI-: StrD",";'~ USP S'truch.lf0! CO<1n aTRi]ss p(A TE,S c. ENGr~EEREO LUM82R D RAloJ',G E OC~,G~HE .ADM IXT\.lRE$ F MATERIAL G OTHER lit NEW EX1:ERIOR eNVELOPE A WOO(J CoCCt'Otois a'd Ancr.ors W<xid C0iYledol$ and Anct'.ors s€e ctl<lrt SlOe cba't MiTek JWJ:$hies, !r:e 1"r.WS$, P(.a~e~ Fl5197 o>.)ise Enc, Wo6o ~O<:i FL 16<14 f'l16~ Versa.LSli~ SP 'Now, !.Jo'8.S ALL.'OiST FECP Corp (Cast.Cra:el Iiah St(encth Co".crete l1f1f.ei$ FlI5S.1 TI:€' prodUcts \Isleo belO','t ,jld not delnor~trate pro<.1uct a.ppt\.Y'/ar at pian :;:'ilf.:'\-V Jf1d€1Sfano that at the tim~ of i~\Sj:'edi(Jr( ofthe$e FO<1ust$, ttie fij!~ow,j(~g 'ir:fOi!Y!,Cltion IT1List ce ,aI/affable to the inspecto~ on the )<lb$(te.: 1! CDPY of .the Pf?Ck.lCt a;(prQ~iaL ,2) tt)~. ;)e:io{~]I.ance (;ha~cctefistt(s \^ihk:he€ prooud ',has testeet al~d c;:ertlfied ~o cornp{y. 'Nah, 3j CQ'~' of it'-e appUyablis IT1~nIJfact'...fe's ::-:st;IFat10n ;e<--llJjf"e:-nen~$ Fwnref, t Uoo-efS',arxj lh€$e prqducts rnai r:ave fob~ reti10VW If approval ,;.annot be deiYion~lf~te(j d!)r~ng i(:'$j:.~t~.)t'L APPLiCANT SIGN,r\TlJRE C))\TE '" (~OU1) ...,-~Q,tR<'t (W) i .3'1utT I' T it Rll' (STh<) ~I I 40~!~~ . 'Ia; L .~3-J . 0El'll-' I,lA)( '.,. CRENi~ 'D' PER OO"""A<lt .~:tS ).liI> ,~ 4.117 ,Q,;!l $..I" ,~o" 7.t!. IllllAAOe.oC>E\'AlV(.'~ + ~"~~ ~"A.A'lh~ W...Pm.!U~ I I I · 2' iWlid Sorot \ 1 'i:' \' a:u:e6 s\)tfll L6" S<l!ki Sot&- WV,.MS<\Il'\t l_..._.~,.._..__~~__.__., .,,_ ~>;l:f sl.,jpst lWl c~ct I ~ ,-" "'1;;~ J ." I~' I (BU)I' /i'- I;; I J"i)V IM1 ~ P ro<!uct Descrip!ion ,.......---l cO~GE (REF) I r 341 ~L'<!lIH 7 I 1- 76 / liS Ql' \)1......... -_J-:::1 J ,- - - - =-1"1 ~~11.R.~ I : I 3l!2 ~~;-!"T---"a ----i '1 1-33~ !1ll"'";":.I ~.:s:. ~~:C' j:>'"'p 'l'Ij:~~ 11 i,l. .", " i'~"J +- ~ , \ ;~o cO'tt~ 1-- --"-'.-- "cC~""""--11~)r-~ a :5/$ ---- ~~ :~r>.i\U !t.il cO\J'otliS ~ /i'- .... . (9) Ef~.ti~'~,V~llti"g A.r~~: ..Jd!'~ ..~!.!L 16" So>ffil H42 '<I- lB. $.~81 $'1- I... H" So(fjt S.5St $.\'\. h~ S-,f,lH s.q. in. Idli r~ 1441"( I PROPAAt1l S'f, .JOHN LALIOTlS. P.E. ~otlu CONSULTING 8NGINEER '. J I .IU ..~O e ~.I;r...~1rr:O. r~~ _~. 'toO ,.6S9 _ p'''''''' (7:7) 'J$..",'83. ~... (71';7) $J8~ ~'~'" ~______ ..",._. P.€. Rogi<> _;J:,24<<" .,i--- oaUXl! \6 PAH!l (F\IU. ~I!} \.. rap tJ' PM", AS ~ '1Wf<Ol.IG~ !l(urtJll><!:!l (TI'P) ~~ CAMERON Asm.:ev BUILDING PRODUCTS ASHlEY O!V\SlON iMIPA.FI. PART: SOLID AND PERFORATED ALUMINUM SOFfiT DATE: 5-15-02 ; A.10051 I SCALE' N, r.5 _____,_..L_.._..,.,.___..-----i ~A.4i &y J,N.L US? Product Number ,''!I'-~14 PAU44 RS300 RI16 R1'7 LJ-! 1\6 HHCP2 l;PHOO hTA16 f,TA20 THDH210-2 j'ffT22 H!JS26 HUS28 HUS41 0 HUS412 rHO THF i_U(;T 2 LSSH3~ \..ST,A,"12 LST 1'.,1$ LST A30 lSTA:;;3 .IT ,V12 LT\N16 L.T\iV18 L TW20 LTS1 9 !..TS2Q8 JUS26 JUS414 NFM~5X1178u HT A2416 SFT22 SPT24 $PH ...., BUILDING CODE CO.\IPLL\NCE O'FFICE \lKCO) PRODl"Cr CONTROL DlVISION ~lL\MI.DADE COUNTY. FLORIDA \1ETRO-DADE FLAGLER BtllLDlNG 140 WJ1~ST FLAGLER STREET, SUITE 1603 'vHAM[, FLORIDA 33130-1563 (305) 375-2901 PAX (05) 375-2908 ROOFIKG ASSEMBLY ApPROVAL Category: Roofing Sub,C~tegory: Roof Ventilators Flodda Produ~1 .Approval Number :\taterials: :\[aximulll Desil!u Pressu.nt Fire Classit1cqt1on: Plastic NJA. KJA NOTICE O}1' ACCE~[!\.NCE (NOt\.) Air Veot, Inc, 3QOO West Commerce Street Dallas, TX 75212 r:.L..S:' ') CU~'::;i rl 7>.<'_ ;'l;,' Fe:;"-:, TRADE NA~lES OF PRODUCTS l\L\NUFACTURED OR LABELED BY ApPLICANT: F1...S;:-C: F~01 SCOPE: This t\OA is being issued under the applicable rules and regulations governing the use of constl1.1ctiol1 materials. The documentation submitted has been reviewed by the BCCO and accepted by the Bai1ding Code and Product Re~iew Committee to be used ill Miarni Dade County and oth~-r areas where allowed by lhe Authodty Having Jurisdiction (AHl). Copolymer plastic low pratik attic tidge \ent with an integral end plug for installation in shingle roof systems. n.5" Tcst Spedfi(atiou Product DcsuiPtion r::-~.:3:: ; Product Dimensions ,U'2 ~LO~ .. TAS 100 Venturi Vent PlusT).! Ridge Vent See deta.it drawing herein r'i.!,:' FeB' 0 rbis NOA shalf not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than r..1iami Dade County) reserve the right to have this product or matelial te,~ted for quality assurance purposes. If this product or material fails to perform in the a('cepted manner, the manufacturer will incur lhe expense of such testing and the Am may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BeeO that this product or materiaJ fails to me.et the requirements of the applicable building code. ~ ;'L?- ~ ~, EVIDENCE SUB~UTrED: ":c2' F,-8: . "- -- ..---- Test Agency/Identifier ~ Report FL6\,- Fo(;' 0 FLof. Center for Applied Engineering, Inc. T AS 100 Wind Driven Rain 07-07 -00-68 04/27/94 FL8~i.: This producl is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Air V~nts Venturi Plus ApPROVED ApPLICA nONS: FLd ~:' rU}>~, ~""'2"J) ell)', ') t,'~6 " ~,-8:" Fi.i.C FL..22':' ~'t~.i;-'---- ::1 ~-," F'L8i "7" LABELING: Each unit ~hall bear a permanent label with the manufacturer's name or logo, city, 8tate and following 8tatemeut: "Miami"Dade County Product Control Approved". unless otherwise l1Qte.d herein. I~ENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affe(-ting the performance of this product, TER..\llNATION of this NOA will occur after the expiration date or if there has been a revision or change in the matelials. use, and/or m.anufacture of the product or process, Misuse of t11.is NOA as an endorsement of a,ny product. for sales. advertising or any other purposes shall automatically terminate this .:\OA. Failure to cotnply with any section of this NOA shall be cause for temunatioll and removal of NOA, ADVERTISE.MENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in adveliising literature. If any portion of the NOA is displayed. then it shaJ.1 be done in its entirety. INSPECTION: A copy of this entireNOA shalt be provided to the user by the manufacturer or its distributors and shalt be available for inspection at the job site dt the request of the Building Official. This NOA revises NOA # 01-0910.04 and consists of pages 1 through 3 The submitted docwncntation was reviewed by Frank Zuloaga, RRC 2:]2 Slot: Cut a minimlffil1Vz" slot along the apex of the roof by cutting %" on each side of the ridge. The slot shall t.:~rmirtatea.pproxim.atdy 6" frortl tl1e rake edge. I Ilstalla lion: Place ridge vent section centered over tbe void at one end of tbe ridge and insert end plugs, Fasten with rOi)t'ing nails through nail holes in vent. Bull the second section to the first, align and fasten to roof, Continue this proce.ss from end to end. :~'~~~, --- ;:L6S~ R.idge Shingle: InstaJl pre-manufactured or field cut ridge sh.ingles over tbe ridge vent in compliance with the ~hingte manui-acturers Product Control Approval and the installation instructions using I%" ring shank galvanized nails. 1':et Free Area: Refer to manufacturers published literature FL2 ~- Mlnimlffil Slope: [:!_8,;,'-; 8 8 NO,\. No,: 03-0930.10 Expiration Date: 04/05/06 Approval Date: 01129104 Page 2 of 3 NOA No.: 03.0930,10 E.'\:piration Date: 04105/06 Approval Date: OU29l04 Page 1 of3 LIMITATIONS: 1. Refer to applicable building codes for re.quired ventilation. :2, VenturiVent Plus™ Ridge Vent shall not be installed on roof mean heights greater than 33 feet. All products listed herein shaH have a qU<ility aSSLlrance audit in accordance \v1th the Florida Building Code and Rule 9B.72 of 111e Florida Administrative Code. 3. DETAIL ~ 10' .~ NAILS PA TTtRNl 12' $ of fit - 10' DC. In the D\rec.tlo,", of' SoHit Lel''1<..th 12' O,C, In the Dlrec.tlon of SoffIt width 16' SoHli; - 10' 0 C, in the Dtr..c.'tion of soffit L<mgth 16' a,e, In -the D[,.ectlc!~ of SaHI't IJldth (3) DeslQn f>resSl)re NAILS' A-JOINT AREA 12' DtA. SHANK 3 DrA, HD, l~' lONG BATTEN) 2')(2' PT, SOUTHERN PIN€: CONST GRADE MINIMUM 2'X2' CONSTRUCTION GRADE MIXED SOUTHERN PINE OR E:QUIV, VOOD BATTEN STRIPS I I Notes: I' (1) t.:se Aluminuro J-Cbanool, Ashley Part No,404ZO, to 1nstal1. ; SOCUN I-Channel Using <..~Resist!lt1t 0, 12" Diameter Shank Nails 1.1/2" Loo8 At! 2" Spacing I3elwwl Nails. ~ note 5 f(lt Fi1-Chanoel App1i~oos. 1-"'- R4.9 I o'S'l I /)3\~~fll I/~l~ m ?I~ll f/ jiFJ I i ________-I I~ ' '~ ~ L --4,3 i ! I. i----- ..........--., 111----, 11.0(} '----~) I 11.0 1 I I I jL t !iLJ'1l Ir~ ROo tlrg I 1-8Q 1 i ill! -",-~~! I I .87 O.S,J -2,5 ---j j (2) Soffit Nailing Pattern: r 1 r SQffit. 10" a.c, in the'Dinx:t1Oll of Soffit L~ 12" O.C. in the Dire..'tlon of Soffit Wtdth t 6" Scifrt - I 0" 0, C. in the Di.twtionQf Sdfu Length 16" Q.C, in the Dirootion of SQffit Width ~. eATT€NNAILER(NOn:4) J.oCHANNEL ' IN.STA.LlATION . ..........- I I I VIEW' OF EAVE ~ I I 6.6 (3) Design ?r~ Rating (l'SF): Ell.t'lriof SI.4psi' n_~14,1-- '" I'\. FASCIAl /"1 I Interi<< 34.4 pd t2. S\J1i<l Soffit lL" Vented Soffit 16" Solid Seffit 16" V wted Scft1t w lTHIJUT FRONT VENTURI VENT PLU'S 4 ~ f ~ Al...lJMINUN SOFFH END OF THIS ACCEPTANCE I PANEL T '(p, NAILING PATTERN 10'X12' 02' SOfFIT> tD'Xl';' <16' SOFFIT> I II SIDE VIEW Of EA VI': T T. l--' i-'! """, r \ I \ i-lif-..L~~I.... , 24' I FASCIA I f OVERHANG II - - ~ /- NAIl.; COAAOSION J.<:HANNEL - RESIST ANT NAIL I II (4) Net ~ uO\oern..Ujl;S \2" or leflll.lfo,'ecll.aIt3 is 12" to 20" divide the ,,1dlh iIll\lllfto ~ JllOll<< O.C, !~.oon tor 8llttM Nllik.. (h., fut an. IS" owrhaIJg the IklUeo should be 9" O.C_) 1 $) Inner llatten Naito<< not requirod for !'~ AI'!'lka!;iQUS. Snap . l.vellino ,R'f~ and a1!lll;>h F-(;htwJlcl dirll\,'tly' to wall war T-Nallef 16' O,C. ((1l.<; C<\!llattw&e) Qt .12" UtA.. c'<>trQBiOft mistent naill-r long 12' O.C, (pla}'-.,.,'QOd I 0.8.$, ~), ~/I-' AATTENNAllER(NOTE4) PI J..CHANNE INSTN..LATION , III SIDE VIEI'V Of' EAVE I ~l I .L~ 11\ I '-10.---10-1 \_ i 24" ! I , ROOF OVERHANG I 1_ JooCHANNEI. ..J . I FooCHANN€L (NOTE 6) eAY~SRI.E'f------1 ilJl1 ~ 1:'t1.' a~~~~ J ~~'/.._o~0(- ~ ''''''Ml_, NAIL CORROSION ;PART: ALUMINUM SOFFIT I RESISIANTNAIt . INSTALLATION DESIGN I Io!ti JOf:~rt~~~.t~~E. ~~:. "c ~; I,. :~".-'-"-". LA'~0053.J NOA 1\'0,: 03.0930.10 Expiration Date: 04/05/% Apptmal Date: O1J2W04 Page 3 of 3 8 FASCIA w U I- o Z w o <r:: I- o o LL W 0:: <r:: :::J a (f) W ~ Ll...~~ W' 0 s: f2 ~W",I- O..:::Z ~-O:;) x~~o o:::>Ll...u ~ozU D..oo::w~ D..":::~I- ~o~o w~l-z ~Ll...w <(z~o OW~O W~(/)o I-<(zz 01-0<( :::>w-w O~(/)~ (/)~z , W(/)w~z l?z~EE52 ~0001- I-(j) "" 1-<( o u-. U OZO~:J Ll...w(2UD.. W~WOD.. ~ol-...J<( ~ zen...J ::l:::J-.~...J a(/) ~ (/) 0 ~ ~...J'> ...J w::;:! 0>- ...J>:;::z~ ~O>~O w l? ~ :r: ~ ('II I-.(/) S ~ l?Zw ~~~ (/)~520 gs~~ ~0~0 ~...I wZ"u w~LnL.l. w~:::2l? :r::r:=I:I:. Zl-LLZ I-I-..JIJJ aiQuo ~Ll...u.a.. zW~...J OOu.iz w~(/)5(/)LLza..1JJ wZ(/)enZOO .0 :r:::lzwQ~f=zo:: I-o<(:r:(/)<(~==::;) Ll...z...Jl->wOoln O<(D..:r:W(/)D..o::....; ti?w;i!::~o~CQ..J wl?~s('l")Z~ 'IJJ eno:::> o~:::>c(c( w~I-::JOOI-..J::c :r:SUD..C'JwuO::O I-o:::>oo:::r:z:::>c(;;::: ~":::I-l?~CJ..:: 8~ti?8~(j)ti?DD . ~~...J (J)tO~ <1)-- 52 Q,)(,)(/) ~ ~ ~ I (/)0 (J)~ff Q,)Cfij - '0.0 u:: ns -- f= ~(/)~ OQ,)w e"'CU ~~ :..' ~/'G) iQ <= Id" ~<(ca (/) w o l? z o ...J :::> en '~~ ~ ~-- (j; 0) U) Z ("\JO LOU) 0JGJ -rlo:: w ~ ~ z z <( ...J D.. SHEET NO, (9L- , () Z ~ IJ) z o j: :;) ..J o IJ) z ~ IJ) UJ C ~ C - 0= o ..J I.L. 0'> o ('I") C'J 6 00 Ctf ~ r= b(/)~ E ~~~ o xWo (/) <(w:r: (/) Ll...zl- .2 ('I") 1.0 l?::l enoC'Jz~ ~~ ~ w ~ c ('I") , ...J W f'::...J:;~1- OLl...oo:::>~" "I-U<"o (/)rol"-uU::" -5.~:::>f=0) ~ 8.:r: g: ffi 0 O)<(CL(/)UZ l~---, f1/4' nF 11 ~~ o~'o 0'" 0 own ~ 0 eJH In I oUn 0 0 nUo . \ .J I oOODOOOOOOo I oDoDuOnOoOA[J o~u~o~D~o~b J.\l1JVl;ll. PA~ 'flit!, SC.A!.Jll (I,OVvWI'QIl'lIl!lflll ~Ald O\R!!Cl1OlIl\t mils) f '~...""'. ~ ~~~f~' I ~. ---1:' ' \ 33RaF:l3 ~ I N(>t<l!i1 (1)Ml>J;.16' S<>flll~Ah_ Alloy-'105, 11H(GlQ&<Ml~) CZl Mah l~ S<>flll fnlns.AlwlIislum A&1 m\s - !ll4 (o.""Ul4) (l) c.."'~ c.~ W'ld~: 13.z~ ii><h4 (I.' Soffit) 14.00 ~ (J2' Soffit) (-4) All ~ ll<<\d \la>lll'" O.O..'\J1l~ Orh...,-v1.". NolO<! (S)~~.1'o""im- Ditl...~~,t-l-l)',OO:$ ~"l- .oos M,tio +1. I~ (.)TclJUo.~.M"" S. J"CctluollOlld Cap_",'M<n"~twil>$ ~ wi<l.\\O E$M~Sll<"iIk.noo. >DllTo~ (7) ,""'h!<r r.,(~ 'SJ\'l}! - ". SoI'lIr f'r~ <i $loW. W Soffit l'rudu<.. \~ ll1'! dffi~"" F",Wl cd.. (t) Oe$ian 1:'_ ".tint (l'Sl'), Simpson & USP Cross Over Chart with Florida Product Approval Numbers S' P d ct Florida Product Imp:", b ro (J Approval urn er Nurnbet: A~~4 Fl474 f:an~:j'r:-l ,,'\r~(';r~or ,l\-BU44 FL47 4 A{J~lst~~):f ;:"cst Baw CS2"l FL 1981 COli Strap::8 hJ FL474 H:'lfrlCanE T,~ S-- FL47'4 (H:jnicanE! ;-'c H'25 F'l474 H;;rricar,e ....'e ;-0 FL47 4 H~.Jrr](:a(!e '7,e- HCP2 F'L474 r-ttO CI,)rr1sr Plate Connectof HDQ.8..s0S3 FL474 HoJddcYi HETA16 FL 1901 EmOOdded T"..iss Anchor HETA2C FL10C1 Ernt!e(j-(;e":l i-:...ssArlChQf HGUS21Cr,2 FL474 T~u~s ha:'iOH HHETA40 F'L 1001 EmbeCi-Ged TI'cl~S Anchor 'HSURjl4~O F;U;03 r<e.aw Skt:',"~d U Hanger HTS16 FL638 I-ieav, -,ess St'aD HTS20 rL538 Heav -r:.iSS SfJ'C'lO HT 16 'Fl5G3 H'DlTensj'Jl - € HTT::"2 f"L503- HD:"T€,?nsl;,/) "':B HU$26 L-474 H€3"V ,jOist Ha:lCer HUS28 Fi_47..$ Heavy ",'::>if,i [-.J3r)iJer HU$410 FL.47-~ JOi$t h.:;:'i('~i HUS412 fL474 JO!$t H3ntJer HGSC410 L474 ,.IoiS1 Hc,n:;€'r_, HfJs~- FL474 -- ,.,Jeist H~~~q..::r 1TT fL-174 y.c.' r:.J(:,ist !-iai'10er rUT F'L474 (-JOist Ha!~!"€'r LGT2 FL 1'423 lj~;ht Gtri:!W ';Iec<iv.,.'n LSSU21.'J.;? L474 Slo.)sbje/Sk~'/I"able H,snaer LSSV28 FL.474 Sl(:-p3C.leJS~.,e,v~ble- h3nQ~( I_ST A12 FL 1ge1 Stca~ r<!l LST~"1a Ft 190" Stra' T~ l5T,;.30 FL'9C1 St,oP T<> LSTAY.l FL '90i Stra' 1,,, I.TS'12 Fl.474 Tw'st S\r." L lS16 fl474 T\'r'ist Strap L TS18 Fl4l4 T\...ist Sir8~] l TS'20 E47A Twi$t Stral) l 1'1"1 f) FL474 rens!o.' To L TT20B FL.174 7enslan 7.c U...1S2f> FL4 7 4 J(list 1-1.;,:G:jer lUS414 FL.474 Joist r.e.ng€f t"i3HA3 56/'11 88 ~'LS3$ "Ila..x!l', 2,,3m Han<ier ME A22 FI901 EmOedded T~'..;~$ AJ1C."!Of :\~GT Fl1423 ivledPJrn G;rcl'::r -;-re<!()W:i !lAST 48 fU901 Strap T8 KST248 Fl.il~; MSTSO F-L18C~ St.fet'7;€ hST260 FU32~ MSTA~ Il~~ ~~~ ~iaso0rr .____ _.____. ______. MTs12 FL4i4 T~v!$t Slru;:; MTv'{'2 i='~2:\:' MT616 f-L474 T~1Ist.Slr3.9 MT'V\l16 ~L8.~;: MTS16 FL<17<1 Tv,,$( S(",p MTW18 "LB2:' MTS20 FL4?4 Tv,.!st St',,~ M1V1t20 Flt3:' MTS30 FL47.4 r,<~ist Str3D MTvV"'~ FU:<,\ MT28i3 Fl503 Tenolo,' T c tHS278 FL8~:' PA51 Fl.474 FQunc'atio;"l SiT3t) "f,b,5" ';':-L8~':, 80S1!",,2':2 Fl'1!l63 Strx'CQr,.e,,<rew SDS 114x41/2 fL 1463 Stronq D('~'>? Sc~ew SO$. 1/4>;'6 FL 1463 Str:)nq 1)'1vo:::' Sc:'e-,'C.; SP1 FL474 StI..:d Plate ":"l<!' SP'2 FL474 Slud Plat;; T,~ SP4 FL47<1 ,Stud PI~te T'E U24 FL1218 !FaC'ei'i10v(,1..(J'~~~Ha'lQef Set Pac 1,) f'L40.3 IExpov HO Tite:1; FL2')D42 ITltan An-;:-Of - PfW1T~ FW~- Hl\N20 F,-27<; HTI16 FL,}~' o o Ij) W I- J Ul Z ci o > - ..J U1 Q] - > w - 0:: o 0 <( I 0. U1 ~ ~ <( W ~ ~ S-11 LAST PLOT DATE January 19, 2005 - /' ...J ~ ~ I- ~ o (/) (/) o ...J('I") eno wI"- l?C'J z('l") <(...J ~LL O~ '~ (/)CL LDO ~CL 0)<( z o o \D w o I- o Z l- I o 0:: >- a.. o o w U U::X Ll...~ OLl... ('I")~ ('1")0 ('1")('1") NC'J 66 0000 Ct?Ct? 1"-1"- 00 ~~ z o 1.0 o o C'J 0) " ~ ro ::J C ro ....., W I- <( o o '\j' I:' I:' N III I (J'I Ij) I:' I M ..... ..... I (J'I o Ij) M M ..J La. ~ a. I ~ ~ ..... OJ I ..... !!!Q: Z l:i:LIJ 0 I- ~ ZZ Cii<(<(~ LU<noO:: OXLIJ::J ol-z(.) ZZ(,llLIJ <(o-oJ ~(/)- (,ll (/)J:o Z('.I-=:- _"I- oJ == -0::<( <(~LUO> O::u..~o!!! OOOLUIJJ !!!:iIJJ;io J:<(J:l<JO 1->1-(/)(.) ~ o >-Etz z <(~Q (/) z w >_ -(/) oZo wo~ UUo :::>z ow~ ~~g CL-Ll... WO:::...J ~s~ ww~ en:r:1- I-I-Z Ol-w z:::>U >-OD.. ~:r:~ ~!::o zSU <(~w ...JlJj~ D..ZO (/)z:r: :r:~(/) I-~:::> CL ~ o U lJj ~ o :r: (/) :::> ('I") o o N @ (/) Q)Q)-.J (I)1U~ Q)._ 0 Q)UU; ~ ~ ~ I (/) ~ (I)C'<So.. Q)C8 - 'OJ) u:: ca'- - ...(1)6:: oQ)w e"u ~Il' (/') c:=::J 0 !<(CO w o ~ z: o -.J ::J CO w 2 u-<o::: '00:::0 ~wlL.u- <02~ 2-0::J x~o:::O o::Ju-u O:::OZU o.."",w< o....::~ <0<5 WO:::I-'z o:::l.J...w <z:0:::0 OW<O w~(/')o f-;::zZ: o 0< ::JW-w oo:::(/')"" <Z..:: . ~(/')w<z ~z~fto ~Qooi= 0(/')0:::f-<3 o6JQ~:::::J l.J...""o:::Uo.. w~wOo.. 0::: 0 f-Ci5 < < ,z ....J ::J~- -.J o-.J .0::: < '^<(/')o~ InO:::....J....... -.Jw-.Jo -.J>:;;Z:O::: <0:><0 ill () I- o Z ill (!) ~ o o LL ill 0:: ~ :::J <Y (/) I I M II SCAB 2x4 GLUED AND NAILED TO BOTTOM EDGE OF 2x12 STRINGER ALIGN THIS STUD WITH FACE OF 2ND RISER 3/4" RISER CUT TO FIT MAINTAIN BETWEEN i' AND ~" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER -.J <t 0::: f- 2 o (/') (/) w o U ~g ~~ ~ ('\I ('I) <:t z('I) ('1)0 <....J ('1)('1") 0::: l.J... ('\I ('\I ~~'~g (/') 0.. "? C9 11) 0 1'- 1'- <:t 0.. 0 0 O'l < '<t '<t ----- ---- 2x4 BEHIND RISER BLOCKING FOR STRAP GLUED TO RISER AND TREAD STRINGER MUST MAKE FULL CONTACT WITH LANDING \ / / / ! I I I \ \ \ \ 2x4 PT NOTCHED INTO STRINGER AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS ~1X4 GLUED AND NAILED TO STRINGER 2x4 DRAFT ~STOP 2x12 SYP DRYWALL STOP MUSTNOTTOUCHST~NGERS \ \ \ ----~ \ \ \ 2x12 SYP BEARS IN WALL I / / / ! I I C~ \ \ \ \ \ "- '" '" .......... I II Ii 2x SYP CUT TO FIT BEARS IN WALL I ~ I B I I / / / / / / /' ./' x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 w ~ 0 ~-(/') ~ ~ ~ ~Zw <c.o.-4 (/)~Qo O:::C'!(J) en . of-O 0.-4~ Z ffiz(5u w~:grt 0 yJ;::i:L~ II~. i= ~(/')-z f-f-..JLU :J ~o:::Uo o:::l.J...Ll.o.. ..J zwif-.J OOu.iz 0 W 0 (/) 5 (/) l.J... Z a.. LlJ (I) wZ(/)coZOO ~C Z I ::) Z 0 w t= Z 0:: '" f-o wU5....JO:::~;j .., l.J...z5~>LSooln Cii o<o..::r:W(/)Cl..cc' U.I u;~~!::O:::o~CQ~ C w'-'O:::~('I')Zo::: 'I.l.l co8::J 0<::J<Cc( If( w....Jf-~~Of-..JJ: Q I?;Uo.. wuO::o ::; f-0::J2IZ::Jo(~ .... ~~~8~~~DO ~ ROVIDE MOISTURE PROTECTION 2x4 PT NOTCHED INTO STRINGER AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS O'l o ('I) ('\I z o Q ~ ~ r= b(/)!:::! E '<to:::O::: O Wo U1 ~wI ~ u..:~5 ;:;:;('1')011)'-'<: L.1.J C\Jz '- ~~...,wi5 is C('I)'!I-.Jw B co -.J <:t <: f- U Ql.J.....-IO:::<:..., 0 . C9 ::) U r.o C;;C01'-t;u:..-I li 0 ::J i= en W ..-I o'<t 0::: 0::: . !::;: 11) a..J:f-WO .... m<:D..(/)()Z 0 2x6 SYP THREADS, RISERS, AND ' 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY I ~. Iii ~~ IH ~,,::. I ;11 ~I ! ..~ 2x4 UNDER STRINGER GLUED AND NAILED TO LANDING ~ o o ('\I 1x4 GLUED AND NAILED TO STRINGER ATTACH ALL COMPONENTS OF STAIR TO CONC WI l' X 2~" TAPCONS @ MAX. 32" OC. ..., ..., ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAilED. ---- ---- -......... ~ ------- 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL GLUED TO 2x12 I I 11 I I ----.. ---- ------ D D ~ w- SECTION VI~~ "B" SECTION VIEW "B" SECTION VIEW "A" 1" = 1'..{)" SCALE 1" = 1'-0" SCALE: 1" = 1'-0" o o Z 1.0 o W - I- ~ ::J 0 ~Ul~l" C ci ,... t' > I L\1 <t ...J (J'I lfl o [I] 0 I IJJID ~lLJM\D o ~ M t' ..J~...JM LA. U'l u. ,... ..J I- ~ IlJ <t U'l a. I ~ lLJ ,... ~ ~ ~ Z · ~ W Z II 0 o \D 2x4 UNDER STRINGER GLUED AND NAILED TO LANDING BLOCKING -D D 2x4 PT NOTCH I NTO STRINGER G ~~mINGE" U~1X4 -D 2x12 8YP 2x12 BLOCKING FOR STRAP PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. 1x4blocking 4 20' FLAT STRAP NAI LED TO RISER AND THEN WRAPPED AROUND STUD S~2 2X4 CUT ON BEVEL GLUED AND NAILED TO LVL SECTION 0-0 SCALE 1" = 1'.0" PLAN VIEW 4 BLOCKING SECTION VIEW uG" SCALE: ~" = 1 '-0" SCALE: 1" = 1'-0" SCALE: 1"=1'-0" o z: LW z: ~CI)t.? 0 (1)I- WI-CI)w::i OZ:CI)=::<l: DO-I> z:2t:::~CI) <l:",LWo:::~ t.?"';~OO Z:CZ:OOO ~~LW~<-> C202=<l:S;: 0- LWLW ....JO:::CI)cz: ~;;~oo::: ~~<l:~i3 AX. 48' /0 RYWALL JOINT (DRYWALL TO COVER JOISTS) 2X4 STUD NAILED AND GLU2X4 STUD NAILED AND GLUED TO SOLE PLATED TO SOLE PLATE "'" I~~ , i 2X4 CUT INTO RIM BAND, GLUED AND NAILED TO BEARING WALL BELOW A NCl) l..OZ o ~Cl) > w 0:: /DRYWALL JOINT (DRYWALL TO COVER JOISTS) W 2 0 0::: () >-l.J...Z zf-O <z- I- ZW~ (f) -(/')> oz- 0 WOO .....J uu<: Z ::J 0 - oz- <( OW 0::: I- o:::!=g I- 0..-l.J... I wO:::-.J 0:::3<: lJ..J e" wwO:: COIf- 0 f-f-Z o W W ~ z~~ ~ )-00.. >- <I 0::: < 2!::0 Z CL z3U :so:::w Z 0 w2 <x: o..zo -' () (/)ZI -<:(/) D.. ~2::J SHEET NO, 0.. 0::: 0 U W 2 S-12 0 :c (/) ::J M 0 0 LAST PLOT DATE ('\I October 11, 2004 @ MiSCELLANEOUS STAIR DETAILS II I i I II II 2-2x12 Syp Beam Bearing In Wall NOTE: I I I i 2x12 Syp Glued And Nailed To Framin I i THESE DETAilS ARE NOT PLAN I SPECIFIC. THEY ARE PROVIDED TO I , YOU AS A STANDARD TO CONSTRUCT II STAIRS REFER TO PLAN DETAilS FOR i I RISE AND RUN INFORMATION. 'i I x12 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT STOP 2x12 TREAD GLUED AND NAILE I I 2x4 BLOCKING ! I \ \ \ "- " 2x4 PT NOTCHED INTO \ STRINGER AND NAILED TO 2x12 SYP DRYWALL STOP FLOOR WITH GLUE AT ~ MUST NOT TOUCH STRINGERS STRINGER CONTACT "- ~4 GLUED AND NAILED TO STRINGER POINTS ~ /" S------- -- - -- c I / / / NOTE: 2x12 DRYWALL STOP NOT SHOWN '--- ./' - - ---- SECTION VIEVV SECTION VIEW SCALE: ~"= 1'-0' SCALE: ~"= 1'-0. .-._~.._----------~_.~- - PRODUCT APPROVAL SPECIFICATION SHEET As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below If they will be utilized on the construction project for which you are applying for a bUilding permit. We recommend you contact your iocal 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 Manufacturer Product Description Florida Product Simpson Product Approval Number Number Approval Number(s) Plastpro Incl Nanya Plastics Distintion Fibregiass Entry Doors Jeld-Wen Exterior Doors A34 ABU44 CS22 H3 H10 H25 H6 HCP2 HDQ8-SDS3 HETA16 HETA20 HGUS210-2 HHETA40 HSUR/L410 HTS16 HTS20 HTT16 HTT22 HUS26 HUS28 H U S41 0 HUS412 HUSC410 HUSC412 ITT IUT LGT2 LSSU210-2 LSSU28 LSTA12 LSTA18 LST A30 L8TA36 L T812 L TS16 LTS18 LTS20 LTT19 LTT20B LUS26 LUS414 MBHA3.56/11.88 MET A22 MGT MST 48 MST60 MST AM36 MTS12 MTS 16 MTS 1 8 MTS20 MTS30 MTT28B PA51 SDS 1/4x2 1/2 SDS 1/4x4 1/2 SDS 1/4x6 SP1 SP2 SP4 U24 Set Pac 10 H D Titen FL1321 FL498, 539 Klnco BetterBilt (MI Home Prod.) Fla. Extruders (Milestone) General Aluminum Mk 213/4/5, 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 Wind Code Doors FL542 Klnco BetterBllt Fla. Extruders Mk 40/50, Mk 40/50 HP 165,165/3000,740/3740,3240/4250HP Series 100011500/2000 FL123 FL663 FL42 General Aluminum 1100/1140/1440/1450/1540/1550/1570/19001 1940/1970 FL254,1698 Klnco 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 Klnco Mk 40/50 PW/CT, TWPW/CT FL125 BetterBi It 165/3000,740/3740, 3240/4250HP, 680 FL676 Fla. Extruders (Milestone) Series 1000/2000 FL44 General Aluminum 11 OOTDU11 001450TDL/1450/1550/1570/1900/ FL255, 263 1697 1970/5000/5300/5350 Kinco M03-04A M02-03A, M96-08C FL957 BetterBilt Fla. Extruders (Milestone) FE5709/5710/5711/5712/5713/5714/5718 FL974 FE5700/5701/5702/5703/5704/5705/5717 General Aluminum 1100/1900/1970 FL1252 Kaycan Ltd. Cameron Ashley Building 0605/0606/9500/9510 Aluminum Soffit 41550/45102/451 02N Aluminum Soffit FL1965 FL406 Pittsburgh Corning Corp Glass Unit Masonry installed wlMortar FL1363 4. ROOFING PRODUCTS A ASPHALT SHINGLES Certain Teed Corporation 5. SHUTTERS A. STORM PANELS B. COLONIA.L 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 Aluminum Ridge Vent NOA No 03-093008 Modified Bitumen Roof System FL479 7. STRUCTURAL COMPONENTS A WOOD CONNECTORSI 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 FL1901 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 FL1901 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 HT A 16 FL821 HTA20 FL821 THDH210-2 FL821 HTW16 FL820 HTW20 FL820 HTT16 FL821 HTT22 FL821 HUS26 FL818 HUS28 FL818 H U S41 0 FL821 HUS412 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 LTS19 FL822 LTS20B FL822 JUS26 FL821 JUS414 F L821 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/Tenslon Tie HDlTension 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 Tiedown 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 UJ U I- o Z UJ '" <:( I- o o LL W 0::: <:( ::> a CJ) LLJ 2 l..L-<(Cl:: '00::0 LLJ l..L-l..L- ~~2~ 2-0:J x~O::O 0:Jl..L-(.) O::OZ(.) o.."",W<( O"""'~L <(0<(0 WO:::f---z O:::l..L-LLJ <(zO:::o OLLJ<(O W~UJO f-;::ZZ o 0<( :JLLJ-w Oo:::UJ"", <(Z"'" ~(j)LLJ<(z ~z~ctO <(OOoi= 5V)0::f-t) 06]Q::S::::J l..L-"",o:::(.)o.. LLJ=LLJOo.. o::of-...J<( <(-!~co-! :J -! . cr: -! O<((j)O<( (j)o:::-!-.......~ -!LLJ-!O:>- ...J>~ZO:: <(0;;><(0 ~~...J Cl)1O~ ~'U ~ ~ ~ ~ I (/)0 Cl)CU&: Q)C@ - '0.0 u: ca.- - ...(/)~ OQ)W e"C(.) ~~~ ~ X:7' J) .~ o-J ~i11 tQ c:::J 0 ~ <X: en V) w o ~ Z o -! ::J ro ~~ -! <i: 0:: f- 2 o r.J) (j) w o (.) 058 E~ wI'-- Ou.. ~('\J ('I')~ z('I') ('1')0 ~li ~~ ~~'gg (j) a.. OJ OJ LD 0 r-:.. r-:.. ~a.. 00 O'l <( "<t .q l:!:J (9c- LLJ ~ .., J: Z co ..., f-.UJ ~ ~ ~ ~ZLLJ <(U)~ ~ (j)~Qo 0::C\tU) (/) . 01-0 OM,,", Z ffiz(5(.) LLJ~~ri 0 LLJ ~ u: (:) J: I ""' . j:: ~U)-Z f-f-...l1JJ :;) ~o:::uo o::l..L-Uoo... ....I ZW~...J OOujz 0 WOr.J)3UJlJ..Zo...lJJ r.n LLJZ(j)cozao ~Q Z I:JZLLJQ::Ji=ZC:: f-O<(IUJ<:(a:::~:::J CJ l..L-Z..Jf-;>wOOlXl (/) o <( Cl.. :J: LLJ U) a.. 0:: . ~ f-LLJ-!f-O:::a...JlXl-' '" (j) '" <( - <(...l.... LLJ'-'O:::3:('I')Zo::: 'IJJ _ roO:J 0<(:J<0:( ..... w::Jt>~~Of-~X C ~O~:J~I~~o:(~ 0:: O:::""'f-~O::Oc: 0 8~tn8~U)U500 ri SPT22 SPT24 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 . C\I(/) 'Z ~O ~(/) > w n::: w ~ <( Z Z <( -I 0.. SHEET NO. O'l o ('I') ('\J o Z OJ @ ~ C9 <( f- b(j)~ E .qo:::O:: O ",0 CJ') ~wI CJ') l..L-zf- .Q('I')i.!)l5~ coo('\Jz '- &o~~w~ 15 c('I')<:l-;if-W .8 ~-!rio:::r- U Ol..L-OJ:J<(ri 0 , , f- (.) <.0 U;(\Ji'-ouU:ri li 0 :J i= O'l LLJ ri o~O::O:: . r- i.!) Q.I f-LLJ 0 <( : O'l-<l:o..r.J)()Z 0 .q o o N ri ri o o Z \D D IJJ - I- U1 ::J [J > Ul ~ t' Ocir-t' ~~ch~ o OJ 0 I - \D 0' r!IJJM\O [J~Mt' I 0 I .... I ..J M U. Ul u.. .... ..J I- <( OJ ~ Ul a. I ~ W r- ~ ~ ~ Z . r- w Z tJ 0 o \D o -~ W 13 Z v;~~ 0 Wf-V?W:::; oZV?~<l: O-I> ~;;?'t:3:V? <l:NWo::L::; Clrl~Oo ~o::ooo 3:t2wWU iio;:~~ O:::Jo::V?1i! ~~too:: ;:~<l:~B (j) ......J - <X: I- W o w ~ 0 0 >-8:z Zf-O - <(Z- I- ZLLJ~ -(j)> OZ- 0 woo uu<( Z =>zo Ow 0:: I- ~r=g a..-l..L- ::c wcr:...J 0:::3:<( 0 wwO:: a:l:C~ - f-f-w Of-(.) n::: Z => . >-00.. >- <(:co::: ~t::o (1- z3:u ::so:::w 0 LLJ~ o..zO U (j)ZI -<((j) ~2:J 5-13 a.. 0::: o (.) LLJ 2 o 1: r.J) :J ('l') o o N @ LAST PLOT DATE October 11, 2004 PRODUCT APPROVAL DETAILS TYPICAL INSTAllATION COt'Ic.rete Qr ,""OSONY Oper'lir'l9 Topcol"l .. .. ~ Coull< Beheec"l SuCk orld :""O~Qnty Opef'lif19 " ~' ~ l \>"'J ~~ _z .. L __. PefimeW Coulk, By Otr,o<' A:~Q between fl.Ol"lQ<& Qnd I;)yck ~ -C'" - "'-'--"---~-', . Head <j .. \> .. \> . ~;/ i/I<.>od B"Ck by OJh." /~~\ f,..; .\.~ --.LCD ! ::;; I ,<11 ~ ... . ~. .. \> <;) I' i' )'c.... -' FlonQe T19. Windo. Heod S iI c 1 o .. " 'iI a ~ 010'$ o' R.q"ir.d A r--.- ~ 1) ;:=.Il ~ / ~~.I~ 't~. '" ~. ..tnJ Perimete, Cou:k Sill I ey O\he" ::.. \"" .. \> " Pre-Cost Sill -" .. <;) I> 8 y Olner> _______ .. \) ., COIJ,It Bet.."e-:.n F1Qn~e ond Pre-Cost Sill Stool ay Other, \> .. ..I *" TA.'>CON" T't'!'€: KAROCNl:O MASONR~ SCR€:WS INCLUOE TAPCON, RAWl, !< SiMPSON Series V83 ,- MASONRY WINDOWS (FLANGE) TYPICAL MUll INSTAllATION , Shim all required at each instollotion anchor as shown, 2. Anchor must be of 0 length to hove 1 1/4" penetration into masonry or concrete. J. Coulk between window flange and buck. 4. Caulk full perimeter of window. 5. If exact wil'tdow size i$ not Qiven, use anchor quantity for next larger window in chart. 6. Glass thickf1ess will vary with window size and design load, 7. Letter designa\iof1s on the topcon location chort indicote where anchors ore to be installed using the elevation os 0 key. 8. All foetory applied holes not designoted ror tapcon anchor Sh,ould b~. filled with Ita screws of sufficient length to provide min. 5/B embedment into wood buck. ~ 5 .~ Ii E (5 Co~,cre\e Of .I..tCSOMt C,-pel1"lq 7 - o-~\',d~ Dicr'or,"OM ~ F-' Pt~~r'A";;~ION_ '>>.1/ Perim.l.,. CoOIl< \ I _ "- \--~:;"~;';::,: ~ .' t 'i ~---:dll ! IV " ,/ Jorn~ ~1 4 ~ \ t====4 ~ j \ ~~4 Q \ ~,A Jj-L~J'\,~C. \ ~ ) I~"t SHI~~ - ~.. -,; \ c. / BUCK':) ~; ~L Topco,n - Ir".sid-e Dim~i;O~ -- WoC?d S\J<;~ 5)1' OUiefl C-cn.ilk Be-tweet" Suck: Qfid O~-e/"jir.1t U 'Q 'in .E A- ~ T A D I B- llU; INST ALLA TION INSTRUCTIONS & FASTENER SCHEDULE ~...'l!': B c- ,..::ov;:'f~ 740/744 SINGLE HUNG c ## ...,J-f1.-<11. "STRUCTURAL' VERTICAL MULLION · Florida Flange (740/744/3740 ] Step 1. Step 2. Place windows and mullions together as shown below, Step 3. Using the pre-punched Il'19tallaUon holes in wlndcw jembs Step 4. AHach. wi~dows ~o mullion using # 8 x :>/4" sheet metal To ovoid Jamb distortion, do not overtighten screws. Step 5. Cau Ik any voids to prevent on y leak<Jge. Step 6. Before lift'ng into rough ope' d '11 t hi' , , . with tab . t. " nlng, n wo 0 es In each clip and Insert Into each end of mull as shown b I pOIr'\ Ing to Inside. Fasten each clip tab to construction with two /10 x 1 1/2" screws for 6tr t e olw. t .t ~ uc uro In egrl y, Caulk Inside mull os shawn to seal frome jambs. as a drill guide, drill 1/8" holes in to mullione. screws (not included) through drilled holes os shown below. ~ Note: Each mull odds 1/8", - -.125 r Caulk (2 pl<lces) If 8 X 3/4" sheet metal screws \ / I .;>- / . .V...."V,WN.\Wo/ 'w \ HM\\'t&W,W' Ix.: ~:~i;:h:f.~ $t,.... ''''''11'' :x~ ~r ) i: ,~ ~ >>. 5(CT5764 ~! ~~ C \\\Jf ~ ;r f1, ) I.=:: ~! ~, J ~~~ ~f / I~~ sf ~iiJ N,\' VI ~ L W.DC 'NX, "" x-: I:'"-'~;:';:; PRE-PUNCHED ::"\ ~ t / <!> ~u rr=ii'7r7 LJ~ Kl" DRIVE HOLES (DRILLED} . ,,.-,,-,1 3/15" Clearance Holes (Field Drilled) \ ~ '\ ~Q 0 '1 ~i:,~')", ~...... 1" I ;'" \...... 0 : =:> '-.l .J ....~;:p~" <{ ~ , "^ -J ' , I il) > .J -I ::) 2 ~ ~ \ ~ JAMB HOLES NOTE:: "V~v SEE r;EVERSE SIDE r-OR FASTENING REQUIRE!v1ENTS, sa MI HOME PRODUCTS - PRIME ALUMINUM WINDOWS - INSTAllATION INSTRUCTIONS FOR "NAil FIN" PRODUCTS #8-32 MACH. SCREW ( (99-08-165) FIELD DRILL 1/4" DIA ~ SINGLE HUNG HEAD II 88740SP WINOOW OVER SERIES 740/744 SINGLe HUNG 883140SP WINDOW OVER SERIES 3740 SINGLE HUNG #8-32 X 1 3/4" FLAT HEAD MACHINE SCREW (99-08-165) ~ ~1r -- ~ -~ .?' ~~ i:::l MI Home Products appreciates your recent purchase of a maintenance free prime window, which will not rust, ~ot, mild~w. or wa:p. This i~ a quality product that left our factory in good condition - proper handling and Installatl?n are Just as Important as good design and workmanship. Please follow these recommendatIons to allow thiS product to complete its function. - #8-32. NUTSERT (99-08-800) B8740SP "'- FRAME Sill "" j [ 1/4" I (OJ ~ G~ .'" ./ ~ "J !;;l ~~ ~IU \ SERIES 740/744 SINGLE HU NG FRAME HEAD #8-32 NUTSERT (99-08-800) COOE I SiZE TAPCON * LOCATION CHART WiNDOW ID FASTENER Loc.~TIONS SIZE UO TO 01')5 01')5.1 TO 01'50 12 13 14 15 1S 181/e,25 1e 1/8 , )7 3/8 18 1/8 , 49 5/8 18 1/8 , S2 Ie 1/8 . 7 I 1/4 25 1/2 . 25 25 '/2 . 37 3/8 25 1/2 . 49 5/B 25 1/2 . 62 25 1/2 . 71 1/4 36 . 25 38 . 37 3/8 35 . 49 5/8 35 . 55 1/4 36 . 62 35 . 71 1/4 52 1/8 . 25 52 1/6 . 37 Jill 52 1/8 . H 5/1l 52 l/S . 55 1/4 52 1/8 . 62 . 52 1/8 . 71 1/4 24 1/4 . 50 1/4 36 1/4 . Ita 1/4 36 1/4 . 60 t/4 48 '/4 . 60 1/4 52 1/8 . 71 1/4 1/2 32 1/2 33 1/2 34 1/2 35 1/2 38 22 23 24 245 25 26 32 3J 34 345 35 36 2050 3040 3050 30S0 4050 .... 1. Handle units one at a time in the closed and locked position and take care not to scratch frame or glass or to bend the nailing fin. 6 PER PACK 6 PER PACK C, D C, D C, D c. 0 C, D C, 0 C, 0 C, D C, 0 C, 0 C, D C, D C, D C, D C, D C, 0 C, 0 C, 0 C, D B, C, :> 2. Set unit plumb and square into opening and make sure that there is 3/16' + 1/16' clearance around the frame. Fasten unit into opening in the closed and locked position, making sure that fasteners are screwed in straight in order to avoid twisting or bowing of the frame. Make sure that sill is straight and level. Check operation of unit before any and all fasteners are set. -,;.- .J\rL-- 3. Use # 8 sheet metal or wood screws with a minimum of l' penetration into the framing (stud). Place first screws (two at each corner) 3" from end of fin, For positive and negative DPs (design pressures) up to 35, do not exceed 24" spacing of additional screws. For DPs from 35.1 to 50, do not exceed 18". Install load bearing shim adjacent to each anchor. Use shim where space exceeds 1/16", 4. Flash over head and caulk outside perimeter in accordance with code requirements and good installation practices, SCORE AND REMO\it: FIN C, D c.o C, D C, D C, 0 B, C, 0 C, D C, D C, D B. C. 0 B, C, D B, C, D C, D C, D C, D 8, C. D B, C, 0 C, D C, D C, 0 B, C, D B, C, D 8, C, D C, D C, 0 e, c, D e, C, D B, C, D /0" 8, C, D C, D C, D e, C, 0 B, C, D B, C, D 1>, SCORE SINGLE HUNG FRAME HEAD NAIL FIN AT BASE 'Ml'H KNIFE AND REMOVE FIN FLUSH. 2). LOCATE SPECIALTY WINDOW ON TOP OF SINGLE HUNG (CENTERED). 3> USING PRE -PU NCHED HOLES PROY1DED iN SPECIALTY 'M NDOW FRAME SILL AS GU IDE, MARK AND DRILL 1/4" DIA HOLES I N SIN GLE HUNG HEAD. 4>, ATTACH USING #8-32 FLATHEAD MACHINE SCREWS PROVIDED (SEE ABOVE>. APPROX. 1 PER FOOT. IF DESIRED BREAK OFF EXCESS #8-32 MACHiNE SCREW. 5>, INSTALL COMBINED UNITS AS ONE COMPLETE WINDOW, NOTES: . REMOVE: NAiLiNG FIN BY SLIDING IT OUT THE END OF THE 05X WINDOW FRAME SILL. . TO CALCULA TE OVERALL STACKED HE7GHT - ADD TTT HE:/CHT OF S/NGLF: HUNG TO TTT HIDGHT OF 05X WINDOW AND SUBTRACT 1/4n, . TH[ TTT HDGHT IS TH[ CALL SIZ[ (NOMINAL SIZe) MINUS 1/2n, . USE THE: 18-32 MACHINE SCREWS AND NUTSERTS IN SCREW PACK. SIMPL Y DISCARD THE ADDITIONAL SCREWS FROM PACK. 5. Fill voids between frame and construction with loose batten type insulation or non-exPandinQ aerosol foam specifically formulated for windows and doors to eliminate drafts. The use of e?Q)andinQ aerosol type insulating foam, which can bow the frame, waives all stated warranties. 6. Remove plaster, mortar, paint and any other debris that may have collected on the unit and make sure that sash/vent tracks and interlocks are also clear. Do not use abrasives, solvents, ammonia, vinegar, alkaline, or acid solutions for clean-up, especially with insulated glass units as their use could cause chemical breakdown of the glass seal. Take care not to scratch glass: scratches severely weaken glass and it could eventually break from thermal expansion and contraction. Clean units with water and mild detergent as you would you automobile, OltA_ ." s,w, .. CAUTION .. 0.'" 1/15/02 M.1. Home Products MI Home Products or its representatives are unable to control and cannot assume responsibility for the selection and placement of their products in a building or structure in a manner required by laws, statutes, and/or building codes. The purchaser is solely responsible for knowledge of and adherence to the same. MI Home Products window products are not provided with safety glazing unless specifically ordered with such. Many laws and codes require safety glazing near doors. bathtubs, and shower enclosures. Also be aware of emergency egress code requirements. Series H43 "STRUCTURAL' HORIZONTAL MULLION · Nail fin type rn ..."'... lC4<.t, 'li-U'l! NONE 1" 1 INs'T7401~ Corporate Headquarters: 650 West Market St. Gratz, PA 17030.0370 (717) 365-3300 NOTE: If you ore stocking a single unit over another sil"1gle unit, such os 0 roundhead over a single hung, NO HORIZONTAL MULL IS REQUIRED. IMPORTANT I Before you begin, 1/4" must be sowed off the top end of the V4-.3 vertical mullion before the lower windows ~ are twinned. Follow 011 steps on V4-3 vertical mull instruction she~t #MlILLV43A first. Continuous heod & sill units do not require this. o=J Note: _ Overall length of mull is to be the same os the overall frame to frame dimension of the mulled units below, including the vertical mull. EXAMPLE: For twin 3'-0", mull length will be 35 1/4" window + 1 1/4" mull + 35 1/4" window = 71 3/4". Step 1. Strip fins from head of windows to be rY10unted below transom. R Step 2. Apply a f\.lll length be-od of c-oulk in the groove on the Dottom side of the mull. ../ Step 3. Place windaws and mulls together as shown below. Note: This mullion con be installed with the hollow portian facing inside (shown) or outside, depending on the construction or personal preference, Care must be taken not to disturb the caulk line. Step 4. With a 1/8" drHl bit, pre-drill dowl"1 through the sill of the transom (top window) into the mull. Fasten with *8 x 3/4" sheet metal screws (not included). Step 5. Again w'tth the 1/B" drill, drill Uf> through the heads of the lower units into the mull. Re-drill heads of lower unit w'ith 3/16" drill and fasten with #6 x .3/4" sheet metal s<:rews. Step 6. The vertical mull "telescopes" 3/8' into the underside of the horizontal mull to lock it in place structurally. To fasten, drill a 1/8" hole. centered on the "V" groove, through th~ horizontQI mull and vertical mull. Re-drill the horizontal mull only with 3/16" bit and fasten with screw. For best appearance, countersink and use a t10thead screw. Step 7. Before lifting into rou<dh opening, drill two holes In eQch clip and insert into each end of mull as shown below with tabs pointing up and dcwn. Fasten each clip tab to COr'lstruction with two #10 X 1 1/2" screws for structural integrity. ~ ..--~- Exterio, ~ ~PRE-PUNCHEO HOLES IN SILL X U I r~" DRIVE HOLES (DRILLED) II ~ ~ ~, ^ /I~ 1I'I<;'^:~~~;*~:*~~~~::\o}:<<~o}'<<~~~~~'~:~~<<*~~ It ~"' l;~ ~ ~/,.JI '/.Wt~ ~~. SA>N V4 OFF -]I~!i'~l<>>~'~~*lNll<>>X<>>~>>:i{>>:i{*~<iJI Q ~if"~: '(,' '~ VERTICAL MULL -, Y6" ~1~ l~ ~ v.~. f :t' BEFORE Tl^ANNING I t%x< _ .1~~ ~ :,;~~~ Sect5767 .] T .",. 1"-\ .,I,~, '1l1l; (reference) 'w I >>,. \,; LJ '~1.il :i{ I ,( ,: ----~--~ - --------- ~~ ~i ::~ FACE SCRfW J ~ i ~! CAULK ~':::'~~~~;i~"~~~ES V43 V~rtic<J1 Mull J - :- IN SINGLE HUNG HEADS f!f// ()~ ~ (740/744) ~~~ (3740J 3:~ I II I II Z"'\),j ;y,s" CLEARANCE HOLES (FIELD DRILLED) ~ - / NOTE: SEE REVERSE SIDE FOR ANCHCfl BRACKET rASTENiNG REQUIREMENTS AND DESIGN PRESSURE CAPACITIES. Series V83 HORIZONTAL MULLION for SINGLE UNITS · Florida Flange B (740/744/3740 SH & PWJ Series V 43 "STRUCTURAL" VERTICAL MULLION · Nail fin type NOTE: Ii adding 0 transom, roundhead, ele" saw 1/4" off the top of the mull before joining units Dnd refer ta horizontal mull instruction sheet #MUlLH4.3A Step 1. Strip fins from windows where mulls are to be used. Step 2. Apply a bead of caulk in the mull ta seal against window j<Jmbs. Step 3. Place windows end mullions together as shown below. Step 4. The single hung jamb has an exterior trock (screen orea - bottom half of WindOW) and an interior track (operating sash - upper half of window). In these Greos only, drill 1/6" pilot holes through the jambs into the mullion, then re-drill the jambs only with 3/16" clearance holes. Holes should be spaced evenly on approximately 12." to 16" centers. Attach windows to mullion using 118 x 3/4" sheet metal screws (not included) through drilled holes as shown below. To avoid j<Jmb distcrtion, dc not overtighten screws. The gap between window james at the top must be t1ashed and caulked al"1d preferably be covered by construction / overhang to prevent water leakage. A J" long black plastic flashing clip which clips on the top edge of the nail fin is provided to help close this gop, Use ample sealant under and 01"1 the edges of this clip, Step 7. Before lifting into rough opening, drill two holes il"1 each clip and insert into each end of mull as shown below with tob pointing to inside. Fosten e-och clip tob to construction with two #10 x 1 1/2" screws for structurol inte9r'lty. (374017401744J NOTE: LENGTHS FOR STANDARD WIDTH UNITS ARE 19V8", 26Vz", 37". AND 53V8", Step 1. Position horizontal mull on top of lower un'lt os shown below, With 1/8" drill. drill up through pre-punched holes in the single hung heads into the mull. Before attaching with #8 x J/4" screws (not included}, run a fu!1 length be<ld of caulk in area shown. Step 2. Position top un it on top of mull end drill 1/8" holes, in position sh own, on sam e centers as lower unit.Mth 3/16" drill, re-drill holes in sill only and fasten with screws, Step 3. Before lifting into rough opening, Drill two holes in each clip and insert into eoch end of mull as shown below with tabs pointing inward. Fasten each clip tab to construction with two #10 x 1 1/2" screws for structural integrity. Step 5. Step 6. ~ ~--t ~ IlfV .3/16" Clearonce Holes (Field Drilled) 1 ~6" r _____ tie" CLEARANCE HOLES IN SILL ~ (DRILLED} \nn ~ ~,. DRIVE HOLES . J (DRILLED) NOTE: FACTORY T\VINNED UNITS ARE FURNISHED 'Mn1 A FULL LENGTH DRIP CAP, THIS IS AVAILABLE AS AN OPTION - SPECIFY "SECT57B9" AND LENGn1 SHOWN ON INSTRUCTION SHEET # MULL V4-J8. ~ CAUTION. This mullion Is one Inch wider than the \ Series 543 mull which took up 1/4' between units. ADJUST THE WIDTH OF ROUGH OPENINGS AND 8T ACK"ON SERIES No. 05X WINDOWS ACCORDlNGL V ~ K-/ ~cr 0 0 L ~~ I ~:::o!~ OS'",.!" ':, '.... r: I ..... .......... l::: I r):::. ,D;:~ I ~-< .v" n -.;t > ..J -.J ::) ~ :n~ /~~~~~:~~~:~~:~~:~~;~t~~:t1~~~:~::>>'~;...., .1'1. '.w""~~~~~;'\ 1;;. " ,'T 4~ '0 I~~ /' 8 L ~~:: ~~~ r.:~~ ':.t:;}~~t- CAUli< 4:- Sect5764 ~Hr'"i:~''' ~~ ~~ 1~ i:f. .~. .... ...- - ~," ...'f' .1.\V'..,\\'UI^'(.W,'I.WIIIo..'(("\\..'(.'.....~,;~ ~~"'''I'\\W'!.':'''' t:::!) I,W,'nl,YlMv.WN.WIO~WM"'WMW ~ YoWIJ.' :LOf 7 ~ ~ J '----.:'\. ~ ~" DRIVE HOLES '=/ (DRI LLED) ~~ v 1-- 1 1/4" ~ meta! screws I ''''~'" ',,:,'vh'~\'N,~,"'l.wiU/N.'1.'/t'//.W,'I!M~*~:' , \ N.W.' '/IIoI',.t..:: \. iLl> Ii. f: ( \\~\ *, ,\I\~\\\II> ~\\\\\H\~; ) ;~ ~~: ~ ,m'~ r ~lJ 1 "'"' . [ (;;f~~~~~~) :r c: ~ i ~ ~~ ~~: lJ at. C \\l ~.~ d\\\\\~\\\ :: l\\ D L ~ "N 1\ r4i'l I ;:::;-";-M I / $~7 ~ >>:..- I \ I ~ L rrru:ll rlr'l.WI 110\\ . ..~~~~;1~~H~.~~:~;~.t,:*Ht,~t'!.?N~ ~~;.. "". "- Ven DRIVE HOlES (MULLION) ~ :}16" CLEARANCE ~~~ , ~~',/~'i I"'''' I r<<:l ' ::::~~,..-' I~ ,~ ~/ ~"",~~l I ,~ <l 3/16" Clearan ce Holes (> (Field Drilled) Caulk full length (2 places) \ '\ -~ ~ ~ # 8 x 3/4" sheet / ~~ \ \ ~ M ,I. HOME PRQDVCTS m t") 0:) > ..J ..J :J NOTE: SEE REVERSE SIDE fOR fASTENING REQUIREMENTS, 2 / <;'> I / PRE-PUNCHED HOLES IN SINGLE HUNG HEADS v^'\~ ..--LrV NOTE: SEE REVERSE SIDE FOR FASTENING REQUIREMENTS. HOLES (JAMBS) w () I- o Z W o ~ o E2 w 0::: <!: :::> o (f) w ~ LL.<t:0:: '00::0 w u..LL. f-w '- <t:o~z ~-O::J X~O:::O O::JLL.u o:::ozU CL~w<t: ~0~5 LlJO:::l-z o::u..w <t:zo::O o LlJ<t: 0 W:S::(J)O f-~ZZ o o<t: ::JW-w O'O::(J)""" <t:Z"'" t3(/)w<t:z ,-,z~B:o <l:000f= 5(1; 0:: I-c) oEi]Q:S:::J LL."""o::UCL LlJ""'LlJOCL O::OI-~<t: <t:-I~ -I ::J-I .0:::-1 0' <t: (J) 0 ~<t: (/)0:::-1'-. -Iw-lO -I>~ZO:: <t:0::><t:0 LlJ '-' :r: Z CO f-.(/) ~ ~ C,;)Zw <t:~" (f) 2_- Q 0 0:: N ~ O"~ ~O~O (J)(D...l wZUU w_Lnu.. l,LJ~u:0 II~, ~(J)-Z f-f-...IIJJ 00:::~O o:::LL.u.o. ZLlJCL-J OOu.iz LlJCl(/)3(J)LL.zo..t.U LlJZ(/)cnZOO ~C I::JZlJJQWi=Z~ f-Oc:rI(/)-Jo::==~ LL.2-.Jf->~OOCXI O<t:CLIw(J)CLa: . in~~!=O::o~CXI~ w '-' 0:: :5: ('1') Z 0:: . IJJ cn@::J O<t:::Jc:tcC w-Jf-~~Of-...I:C IS;UCL LlJUO::O f- ::J~IZ::Jc:t- O~~Ot::~~o:E f-:S::(J)u3:(J)(J)DO . f/) Q)Q)-I (I)~~tQ Q)._ Q w Q)(.)(J)Z ~~~~ I CI) ~ 0 (I)(OCL'-' Q)C8~ - 'OJ) u: -J ca'- - ::J ...CI)5:cn OQ)w e'"CU --~ ~~ L~ /-r--..., ~- X=-/,)) ~ II (i) ~. C9~ *11 c:::::JO <(CO -J <i: 0::: f- ~ o (J) (J) w o U ~~ ~~ ~~ ~~ <t:-I('I")('I") n:::LL. NN ~~gg (/) CL 00 00 LDO~~ <:.t CL 00 (j) <t: <:.t <:.t o z - (j) o ('f') N Z o 00 Q 00 I- ~ ~ <t f- O(/)~ <:.t E ~ffi~ 8 Sl <t:LlJI N ~ LL.~5 M CiS 8 LD '-' <t: ~ %h~~6Si:5 15 C('/)I-IW 0 co -I <t <t: I- 1:) Ou..c;:j!S(3M 0 'ro~f--tO (/)cs::oUI:!:~ Cl.<:.t::J1-0) LlJ ~ 8.I::::8]6 ~ (j) <t: CL (f) U Z 0 ~ CI) Z o j: :) ...I o IJ) z " en LLJ o <t c C2 o ...I LL. o o Z lJJ o w - r- U1 J 0 ~U1~1:' (J ..... t' D I "1 <t ~ [J\ Ui C Lll 0 I - lJJ Cl' ~ W [Y] lJJ D~[Y]t' .J 0 I I ..J [Y] ~ U1 ~ .... ..J I- ~ OJ <{U11l1 ~ W .... I- ~ ~ Z · I- W Z tJ 0 o lJJ o Z W " Z v;CIlg 0 w2=CIlW:::i OZCIl::::!~ O-I> ~:2t::::::CIl <C'lWO:::~ ",-1~OO ~a:OOO ::::OWw<..l <LL.J:<i!1- a:Ol-wZ O:::io:::CIl~ ~;;~oo::: J: LL.Z~ I-~~~<..l ('\j(/) l!)Z ('\jO .-j(/) > w 0:: w ~ ~ Z Z <3: -.J a. CJ) .....J - <C r- w o w ~ 0::: () >- LL. Z ZI-O - <t:z- I- Z LlJ ~ -(J)> OZ- o wO 0 u()<t: Z ::Jz9 8[::6 I- 0:: f- -.J ~~~ :c 0:::5: <t: LlJWO::: o cnI!Z _ f-f-w Ol-U 0:: Z::J . >-OCL >- <t:IO::: ~!=O 0. z:5:u 5ffi~ o CLZO f,\(J)ZI '-I - <t: (J) 2=~::J SHEET NO. CL 0::: o U LlJ ~ o I (f) ::J ('I") o o N @ S-14 LAST PLOT DATE October 11, 2004 WINDOW INSTALLATION INSTRUCTIONS (BETTERBIL T) SINGLE HUNG - ~ ~iE~f'() r ~Srl\UAnON ~OR 3/i~. DiA. Tm"" SHO'nN !:AlA.!< BH~ j\'IOOO BUCK ole ~ASg"nfiR~~ING ~ L1 OIlE BY '110OO BOO< BY CTI'lER$ CAU\.K 8f.~ ~~NOO'N FUNCll ole IIO()O BOO< CONCilETE OR MASVNRY OPEN~ ""\ I. ay OlHERS "'- ~:S~ . ............~ ~JE~ CAULK~ BY OTI-iERS ..... t:. 1 1/4., ~JN. QleEOt.lEMT -- I I INSJ-iIJ,.J Sf' Are MAX. <t..ANCE 1'f?E 'MNIXlW FR^-\lE HE I\DER ~ ~ v.\NDCW HEIGHT BUCK HE1Gl-1T FUNG! mE \\lNOQ'II f'l't.I.ME S1U ~ SlU Sioo.. 6'fOiliERS PERI.~e:1ER CAULK'~ I ~ BY OTHERS ~'-l r da~ ""'= .~ ~ /j 6- PRf.CASR su~ BY OTli<RS CAULK. ~ v.lNOOW Ft.ANG! '" I'I\(OA5T SlU. ~ ....J\J<OI 11 $ ADHESl'.t: CAUJ< OR N'l>~O\lEl) EQUAl. SECTION 1 ~oo"'s. .) $l<:1ol ~ RtQ'O. AT EACl1 iNSTAI..lAnOH ANCHOR WITH l.Oo<D lltAAlNG SIW N..LOWA3LE SlID! ~ TO eE 1/+'.. . MM. 2) \\11-/00'/1 f'!W.lE. !oII,TtRW.: M..Ul.iJlMI ,ll,LOY IIO~~ ~) ~;.c~W~TH~ =AA~~~&^i,'t'..tM"S' S1U. lI<JsT fiE ~) ~ilO<< Of, WU<.11011\S AOKESlVE Co4J.!LK Io,T F1W.!E S1U~O~~E~. ~UfACTVRE!I S ~eic..noNS. . . . ~..-- "un ~'IT S) US( lA7tX ~ FOR PER:lIEIER SOl. AAOuNo OOER!OR Of' WlIiOO\II 6) ~-=~...w.~ ~ THIr RE~ Of' A$T),j E1m :-CHoAlS. ", _","n. 1N$U!.Al1tiG ~ IS ......50 QUIIJfIa) 7) ~~~~~ I~~~ ~ ~ 'MS'1'flllI\' ALSO N'l'UES TO MASONRY (FLANGE) r ONE 9Y 'IKXJO BlXK BY 01HERS .. BUCK \\IOTI-i -.....{ I I 1/.' Mll't IT' EMaEOMENT f'UlNGE 1'rPE~~~ ~~v. - l--V V .~ ~ ~~TE.~f'O 'It1NOO\\' F~AME 1 JAMB ;........ .. . ~ .~ ~ '- CONCRETE \V lor.. "- OR 'iASONRY .. OPENI.!<Q [ 't. \ .. ... . BY OiHERS 'I' 4\-'INSTAl.lKnON \;T./ ~ . A,~CHOR ""Y "Il .- I \ W,i~~IASHO~' Pt:Rl1ol~ CAULK ------- ' I. \t'~.. . m' BY O'1<fERS \\ .. CAli\..K BETWEEN 1&:IJ OOCl< 31: iAAS'r OPENING 8Y OTI-iERS tX7ERl-OR fIIUSH 8YOiHERS ~DOW 1'ol~TI-i ElOIBlQB CAl.1U< SET\ln:N \;INDO'/( SECTION 2 '110OO aUCK r~W] r li'J WINDOW HGLT> F /I H I 1...J ELEVATION VIEWED FROM EXTERIOR G @ WI. SIZE ~v \,/ ~* fOOl r. C!...... Rd.. ~ tl 7Y.<i$. p,G, l1.dd.122 dlllla. lX ~.A:!ItolCI~ ASSE:MSL Y DRA'MNG SERIES H40/1$.4Q 'T'Ol. SlNClE HUN~ 'IllNDO\ll -'" .. II Q<lOl. .. ~ I f-1Q A llOOlf1EJ) e.A. A.~ <:IWl.T ilII se foliA :x:wt ...'" I I ~- ,....."" OAlE &"11/ ~ 81 Wl _ 10/26/01 8 I GEN-0012 "..,,~ i)'t\ PMO'JCl' ~ COOP, 1160 ~ .....'Y. ~!tt So _ PAAl<, "-0Il<>A m<< _ 407 w-.- f1'X _ m-~ SINGLE HUNG ~EA THiNG 8Y OTHERS~ {. ~~~A~~o,(~N FIt-: #3 IN,.lI'.l.ATION /oNC'nOR SCREW SHOWl< (TY~.) ,-""1.,. u'. ,. MiN. EXTERIOR~' II U' , I rMBEDOAENT FiNISH 2 ~ OOOD prRi,"nr:Yc:~~:R~S I ..j~ll, .. ''-I ,lY OTHERS BY OTHERS '..l. ~ ~ - i~-r ~ "~,-~~J ~" "'''~ I FRAME K[ADE~ " (SrE NOtES) ~J.QB WiNDO'lt HtlCHT I I I ;L Sill STOO<_- I " &Y OTHERS I ~ .t[~ J PERIMETER~7AUlK / ~'1 m;h'\ 8Y OTI-iERS I'!..j,:::-~ II ~ ShN AS REO'C>. #8 SCRtw . .rf ) I ' (SEE NOTES) ~~M~~6yt>< / i I "~~ 2 X ';VOl'/.) (TY?) , 8Y OiHERS I CAl'l..K 8FIo1iEN ~.x1tR1OR 1 \'41NDCw FIN &: FINt~ t" MiN. -.....J ~ SHEATHING 5Y O,HERS [M6E01,oENT I I FI ~ rIPE--, \\1NDQW FRAME $1U_ SMt A i111NG 8Y OTHERS SECTION 1 ---------------.-.- ~1 FRAME (FIN) ~ SECTiOt'-J ? rW1NDOW'NTH.""'"1 I ~ I~ANCHOR (ilP.) o 0 0 0 0 ,,~:/ /1}/f;I, 01)' MAX,(TYP,) $/ WINDOW ~ <> I 0 HOT EQU..Ll Y SPACE ANCKOOS (TY?) I oj o 0 ~ 6' >lAX (T'r?) -, 1....J - J la- MAx.(TY?) ELEVA.TION ViEWED FROM EXTERIOR () (; o o o <:> o '" I ~O{)W I S12< 0NCHES) I .'01'H/HEJGHT 1& X ~o 'Ie; x 40 :~ } ;g 2Q X jl) 20 X .0 ~n ;g ?~ x 30 za x 40 ;~ ~ ~ ~o X 30 JO X 40 )0 j( SO 30 .lI: 60 ~g .;g ~n~ 40 ;r; 30 '0 ~ ,Q 40 X 5() 40.....L2Q., L.._....::JJ'n COMPARATIVE ;,NAl.'SIS &: ANCHOR C,.W\T ~ DESICN PRESSURE II ~O. Of H3 SCREWS I NO Of 0090 W.. NAllSj CAP'.CITi' IN PSf R,Q.O, IN fRAME I REO'D, IN FRAME EXTERIOR iNTtPtCR .1 !-'It AD $lll. ~ [A, ,,~..vS :-It:AD Sltl ~ EA. JAMS I le9 109 T'z 2 I 2 I 2 2 3 ~ ~S!~ ;IS III ~ S ;:;; 50' 2 I:; 2 2 , ~ 6e" 212121,23 n 7}iI2~1213 2? , 1: ~~ ~ ~ '~ ~ : ~ ;~ I ~ ~ ~ ~ r $ ;g 1~ ; ~ ~ ~ ~ : ~~ ;~ ~ ~,; ~ ~ ~ :g. :g ~ I ,~ I ~ ~ I ~ : " 4' J 3 -.~ 2 = 2 4D.O 3 3 I j J J 3 ~~ 40 J 31~ 33. '0 ~g 5 -+--r~ ~ ~ ~ 4" 40331::.. 3 J .> ~g 1~! ~ ~ i ~ ~ i ~ ,4 4 J" 4 4 4 I l ,) SM:!/d AS ,~EO'O. Ab.JActN'T :0 EACH lN~fllL,;.,1iON ANCHOR wrr~ LOAD BDF:tNG SHJM M..~,X, AllO\VAtll. SHI~ STACI< TO BE '1". 2) WINOOW ~RAME ~4ATtR:Al: AlU).!lNUM ALLOY 6.o$S. 3) ~~t LM;;( c..v...u..]( 8El1!ND W1NOCW FIN I-J HEAD, S!~L. &: ~MS'S. 4) u....E t.Al-,X CAULK FOR P~RIl..iDSX' SW ,l"P_OUND EXiER!O~ or WtNDOW f"v....\iGo!, 5) GlASS ,H>CKNeSS lIAY vfoir( PER T11E REQ~IREMENTS 01' ASTM E'3<)O 0U0SS CHARTS, $INGlt CWJNG ISSHC\I'l<. I~SUl.Ar:NC GlASS IS AlSO QvAJ.I1'IED, 6) \IIlitRE: ~~.rER R(SlS.TANCt ~(S1 RtO.J~l.ltNl ':II 15:t CF DtSaG~~ leAl:> A??l..i:ES. PCS'\~ O("S.lGr4 LO~D'$. M..L 9t UMfilO TO 4~,O PSi'"' Dut 10 '1IA?t,Ft itsr ?Rt'SSlJRE Of 5.0 PSf' ACHI(vED IN TI:S:r. 7) INSIAL7A~C~ ~jN- F~A\lE \\1NOOW (~ WOOD F?AME. CP~W}lO 'fill\,( 1WO ar WOO\) S1iJC'S, US1NC> ~UO:~,~',~A ',AilS C~ ,.$ SC!>{"~ !Y sumCIENT lE"GTM TO PRO'/Ill. "I);. " E>l~EWrNT INIO 8') 1~E'~AC;R~~n~~r~:Zt is i-lO' US1tC ;N ANCkOR C1-i..e.R1., usr; Ml-CKOR I)JAN~TY iJSi'E.O Wl1H S) ?~Ntl=;}.,.l.' A-l.UM1NV~'$ 11<1;0 SERlES SINGlE Hl.:t..;-c 1$ SHt)y...,.,,_ :HI$ PJ.t!NT ~..\.90 ;.pPUES 10 iH~ 194,:r ,NSUlA1tIIO OI.ASS Sl~o3U HUNG st~I!'S. ~* 1001 W. Ct<t<by Rd.' COlt~~,;X 75r0U4' ~,(). 60, 31lfJ22 , O~;", 1'.\ 1.>381 ~_~WG X~;w';18t ASSEMSl Y OR~.'N}NO SERifS 1140/1940 TD~ S1NClE HUNG 1'11NDOW ~~; ~~ ~~O, &T l~ ;t:~~ / A I 5Y tc~ '''~ 1 ~~/05/01 I B I 0~~0013 JAUJ,R[l) 6'1': ~t1.. ",p.fI--..:(:A.'hOC1 t~t~~ ~., ~30 ,'t(ftRN,t."1~ ~n. SUr( 2}O. ..rA~~. '\..CkO... 3>:!74. ~[.07-~QJ6) i-~ 4(t7-6Q$-CZM f"~~ OA,t s,,", Rt'<'SlON ------ -- HORIZONTAL SLI DER MASONRY (FLANGE) ~t~~K :~~.~~~o \ OPt;:NJNG S'( O'TH(RS \ r- ;l~'$, T AU." 'nON ,',NeHeR O'iE SY '{fOOO \ / ~/W CI~. "peON auo< !:IY OlKE, ~ ~ r- Sl-'.l"-l AS ?,tC'O CAUlK &l.n,aN ""OOw ~ \ I (SH NOTES) "MG( " woo;) evc, ~ \6 CO~CRi.Tt OR ~ ~~ <l I ;1 ~ 1/':'0 .~(F. "A,ONRY OI>E~"O ------- ,,\' I ' 6Y OiHEa: ..... '- ". tNBED!.lGlT ____""" .J... 'r------=n '::>1 11 I EX,"e'OR ''''S'' J / F.IJ 11/4' "H,,,J BY OT!'t~ / i'~ S?.4.C! ~"x. / ~ '-'r' I ~~R~~1~1f C,:',<)l..1 ~/ , ~ I FeANe( lYP(.-/' II I \ ~rfD~ ri\AU, I ;"CDw 'I JII H(l?",i ~Xl1:R'i~ I f'i.AMr;t: 'TrPE j \\-1,'-IDO", r''RAM!. ----., I 9ll \', \"1" , Pi:.Ei'Mi: "IR CkJLK BY O~~f::~ \ ~ \1 I \ eIJC:< HEJGHT I I }-... ...d" / eo",,, -:J\" ~ Sf OTHERS '---- CAUU< B!:l\~,N ,~NDON F,^NGE & PRt CAST SlllMiH WlKEM 114 ADHtS!V!: CWIJ( CR SCHN(t "CREHI:AO 8500 AOrES\! SI: AlA" ~.uJ.QtLj N01ES; 1) 9VC',,(I'l'I0';'l1 EXTERIOR \ C:,l.,;JLj( &i\'in::N \ 'Mt~OC-fJ f'L.A.Nct --J !/oXf) euc~ EXIt,RI~ ri~I'SH Br O'fl-i:;:R SECTIOI-l 2 T- I AJ,'C:HGR (fY'r') \ \-.: I ;/ ~ f[l} .._J I ~ " c CT 'MNDO''\ 81 HtIG"T I L\ I I W'NDO'II ,...----- \~D1H f/; i 1........J ELEVA TION V'E'Nt:D FROM EXTERIOR 11'I/ (l.J-. ~c11- HORIZONTAL SLIDER C,.,l)'_K S(iWEE:,"J FiN I &: Sl-iEA T:N~ / \ -1 I..- ,. MI~ !.~c~~~E;T~~S;Aln:~ ~l "'I i\EMB~i"C"E~1 '):"'i:RI(R.FNls;..,~t\ 1..1. I Y ~}6!-'~~~'" 9.... OiH~R$ -_. " r,A ~ '... PERM,'" CA0_<\ \}lll L \"I ,_T/'- ',lAx 8'f J'I','1[~ --\:' \~~ ! . $!-(I.,( SPACE ITC-'~f\ :- ~A~Or;\~E I~LL-i{k-1 \ I ,'l.", Hf~CE>) ~nr \...J~". AS Ri:; D : '1 f (SEE ~O',S) I il i;INDO\1f ~EICl.("" I SHE^-'Ti1:,'-JG gv CTH'ER -; ~O..E FlN iYPt: ~~~st S';.l I COMPARATiVE ANALYSIS & TAPCON ANCHOR LOCATION CHART WI'iOOW SIZES DESIGN PRESSURE ~APCON ANCHOR LOCATION (INCHES) CAPACITY iN PSF I1!;Q,D. IN FRAME 1~~IOTH/HDGHT EXTERIOR INTER'OR I-'EI\O JAMBS II 24 x '2 40 I 110 H,i< A,G 24 ~ 24 I 40 I 67 H,K A,G i 24 x 36 I. 40 45 H,K A,G I 24 x 48 +-~_' 40 H,K A,G , 36 x 12 I 40 '85 H.K I A,G i 36 x 24 I 40 I 45 H,K A,G I 36 x 36 40 I 40 H.K II A,G I 36 x 42 40 40 H.i< A,G I 36 x 18 40 40 H,K A,G i .36 K 55 i 40 40 H~ A 8,F a ! 48 x 12 I 40 77 H.t< I A,G I 48 x 24 40 40 H.K [ A,a I 45 x 36 I 40 40 H,:K A,a I 48 x 42 I 40 40 H,K A,G 48 x 48 40 40 H,K ,4,,0 48 x 55 '40 40 H,I~ A,e,F,G ! 60 x 12 40 73 H,K .0,,0 60 x 24 40 40 H.I~ A,G 60 x 36 40 I 40 H,K A,G 60 x 42 40 I 40 H,K A,G 60 x 48 40 I 40 H,K A,B,F,G _.60 x 55 40 40 H,K A,e,F,G 72 x 12 40 I 70 H ,K A,G 72 x 24 40'[ 40 H,I~ A,G 72 x .36 40 40 H,K A,a 72 x 42 40 I 40 I H,I< A,8,F,G 72 ~ 48 40 40 !-i,K A,8J,G 72 x 55 40 40 H,K ,B,C,D.F,G ~~* 1))1 f, C<"" ,~, c-r... r.r )\001.1.0. loa S.,l/}ll' !~... r.r 1\3&1 'NsiAlL~TION DWG. M~SONRY wi ONe 8'( aUCK seRIES '.SO MOCI,'ED HC'-'IZCNTAl SWO(R W-NCOW D~N6B IC'-'>:O -T~"l,~~/A I I I OATe I I DR~ ~^Mr 04" "" "',~'" oy I J/ZO/02 G(N002' fo!Ii~.~ *'= ~~ 'Tt':~1' t_~ 1'50 \I'ltC~h'l"~~ ll',i.1 ~~ ~ r4:.!\..~ ~~ )1'4 !"t'I~ (COt) 1l>>-0Jf';M, (401' m-~~ FRAME (FIN) '. SrlEA fr.INY~ 2 x rR.A)"~!NG \ ~':' Ci'HER 8,Y Oil-'tRS \ . CAl,)'_K BE ""8f.f>i . , ,...,' 't~' V.!.,~.-:i--t / / r- SH,EAiY;NG &: r:~ SH.lI .AS RE"()~rl"J $?A,J ,I \ / ..' / o. O'HccS rSE.E \ions I . ~ .1 . ') \' ~, . , ~I" " i t\ I j i'~ 10,._______... ~I \ 6L\~' \\; ~IO 0 W '"=<AMi ________ ! i I . l- ~ -.' ~ IN, .~. J.t-,M8 ...~. ~ ,:),,\?tuf.1[~ ! ..--=--r - ' ~_____ #8 SC.~~'tf =~ ,I -~~------ ::\SiAU.1iO<\ I! \ ,1,8CHOR (TY?) 1 ,- ',l,-1~1D0'J1 ,\1;,1:", -----', \ I I- PERl&1E TER C,),'')L~ :;S'f OrHE.R~ \_ E\i~R1Do, rlr-;~S,~ 8y OTH(RS EXTER,OR S.ECTiO\j 2 ELF\lA TiO~~ 'lE'NED F,90M EXTERIOP !/!l () 'J.-1v--$t. SECTION A-A II Ai II A.J 'II Ii ,-L, I B 8 I __J [XTERIIJR ELEVATION COMPAR;l,T:v" ANA.lVSIS 3< ,,:>'ChOR O>.JANTITY CHA"T i I WINCOW ~IZE DESIGN PRESSURE #8 SCR(\\,S REOD [.099 NAllS RWn (iNCHES! CAPACIT' IN PSF IN 'RA,ME in".. ,<<WE : 'I-i'CTh A';) EX-ERIO~ tl ',rER OR HEAD EACH I HEAD. E,\CH , HEiGl-' ~ & Sllc JAI.'3 i & Sicl, JA.',18 ~-24 x 12 -40".-- - <'0 2 2 I T--+--r- : 2 to , 24 40 I ,,0 2 2 I 2 2 i 24 x 36 I 40 40 2 I 2 j 2 3 24 x 413 40 I 40 2 .3 I . 2 ___--=- . i 35" 1 2 I 40 , 402 2 .3 2 35 ., 24 AD I 40 2 2 .3 2 i )0 x 36 40 40 2 2 .3 3 35 " 42 40 40 2 :5 3 .3 l 36 x 48 40 40 2 :) :0 4 36 x 55. 40 40 2 .3 .3 5 4 R x 12 I AO 77 .3 2 4 2 48 X 24 40 40 .3 2 4- 2 48 x 36 40 40 :I 2 4 .3 4~ x ~2 40 40 .3 2, 4- 3 43 x 48 40 40 3 3 4 I 4 i~ : 1! I :g I ~g ~ i ~ tT. ! I 60 x 36 40 40 3 2 6 I 3 60 x 42 40 40 3 3 6'.3 60 x 413 40 40 3 3 6 I 4 I 60 x SS 40 40 3 3 6 i 5 I 72 x 12 40 70 4 2 7 12! ~~ ; ;~ :g :g : ~ Ii ; [ ~ I 72 x 42 40 40 4 3 JJjJ! 3 72 x 48 40 40 4 .3 7 4 72 , 55 40 40 4 .3 --1. 7 5 i I ~* ---r- I 1(1), .... Cn,:.~ ~d.. e.tn~~rx'I, n ~. U. B4a t13Qn . tlcJ101. tl 1!rJ!1 1.'1STALI..AT10N DRAW1N~ '/1000 C-RAME S7QUCTlJRE: $';;}H:S 1180 /'9~O M0C1F1C> MC~IZCNTAt $LlOtR O"sa f"""O i SC""~/A i I ~HO" 11'(\,I!'t~ o.....T't lOR'" 1'I\iI><a~1ll C:"'''E ! 51\,1 i\C'<l$~ 8'1 0.3/11/02 GL'l-002! ~I'...~ll' ~..., ~00u'C" '!IeNl~oc", e~ ~:c ...lVttU-~..... I'o(f '>V,'lt ~. O\c..~~ ^~J,. 311..s ~t i~1 V,6-O:"" ("I. "",) ~s--,~" r- IDVG /lIP GEN-0453 SEE NOlES -.; ~2 & 01 I~ < I . ~ MULLI.ON ~I '. ANCHOR ;.> BR4CKET ~ ~.. _- ~r- ~.p C'O _J ,,~~.- Q INS T ALLA TiON ANCI-'OR <TYP) -", " r'ULllON DtE NO 1447 ;y ./ I ~ JL ~ ~ I' · I SUBSTRATE SECTION B-B i'<(OTES: :> MUll. ION iNSiA\.l~TlON DCAILS APPlY TO~LJKiNUM luBE MUl110N, D1E :,0 :40, \lKE~ USEe TJ tojULl SlNGl[ HUNG AND DR P1EluRE \JINDO,*,S H(A!) 10 SilL 2) IN MASONRy CON$iRUCTlON. Al"~CH HULlION TC ,UBS1RAi( '.ITH 3/1~' DIA. CDNCRET~ $SR€'w' ANCHOR Of SUrJ;IC1Ei"/T L..TH. ~D ACHltVE l-t/4" MIN. r1<tBEDM(N1 [N1'Q CONCRETE: :::R ~1ASONR'f )) I,~ '.IDOD FRM1E CONSTRUCTlQN~ ATTACH ,"1ULLlIJt'-1 TQ SUBS'q<AT[ uSING 1t:0 SCR(:\~S: OF SUrFICIF.NT L TH TO "CHlEvE 1-3/8' "IN. E"Jl(D'"ENT )NTO \lOOD FRA"ING ~) MUlUON ATTACKMCNT 1~ SEC1!]N B-8 1$ TVP, AT JAMBS. It! d~ GENERAL ALUMINUM CORP. CARRDLl TON, iEXAS Tl'''' FIN HOR1ZDNAL MULLION INSTALLATJON DETA1L AllH~JNIJM TUBE MULLION. OlE NO, 1447 ME^ _ -- - T- EB I""'" - -.. - 1',,,(, 3/t7 IDe ~ffT' ____ pC,.t.t.!;. HALr.II\Af\.'-.._- 1lV6I'OG(NNV45-:Z rl'(rdU IT.,~ It{>f.(\..io'y.' c:.".. nlll<tC~'1l);1ll. ~r... !'I(o\t<<;v, rulHAII :w:tAt I"I'C'<< 'n..",~, rill ,"_'6)!.4 TYPICAL MULL. INSTAllATION INST ALl.A nON ANCHOR (11P) ,.UUlON l ANCHOR BRACKET ~ 1 MULl10N!~ ANCHOR BRACKET WINDOW FRAME JAMB (11P.) SECTION A-A [~ 8 h 8--l EXTERIOR ELEVATION 10Vt0 110. GEN-04-54 i SEE NOTES If]. I/< #3 f GENERAL ALUMINUM CORP. CARROLL TON, TEXAS 1it.e F1.ANGE VERT1CAl MUlLION INSTALLATION DHAIL ALUMINUM TL!BE MULLJON. DIE NO, 144-2 A.'lCAo ----IDlllIf salAl'tlt< ---- lOA1aa/21/o2 101,1'll ____I""" HAl.f' lllAliC__- IIl!I) fOQEN_O-4S<I "__''-. ~"~~~t.'''~J.\C..,\ilWd''_~:Jmt /IItMtl__w.-~ m~ r:LNSTALLAT!ON ANCHOR HULl!O,N: ~ (TYP.> "NeHOR BRACKET ~-~ "'INDO'"', \ FRAME: SILL v--- #9 SELF' TAPPING (n;>) ! / SMS <TYP,) 111@ IL' , """" 7 FRAME: HEAD <TYP,) ~@ MULLION DIE NO. 1445 @ SECTION SECTION A-A AI A.J r 1 :B B EXTERIOR ELEVATION ~tt/OJl1lo~~~d~JNt.."-.rn:l~ruatJl1mJt hOCW'~ r*~ \~IJLUQ{~ A~,'CHOR c;RAO<ET __~~... '/i.NDOW FRAME JM.8 ~, T'r'P ) @l YI --- INSTAl.I....ATlON ANCHOR @ (TYP) I t=- = -, ~ l.- ~. liB SELf TAPPIN,::; '\ . t-' c: SMS (TYP.) ~[".. ~'--J le____ 5 r-" - ~'- ,.,KJLLlON DiE: NO, 1446 SECTIOf\j A-A !1 I I J ._Jl rr---- .1 [ ! I l_ a A B.....J I~JI...RI OR _~t~Y.~.T19N ~OTES. 1) MULLION ,NSTALcAT'ON D(1A1lS APPLY TO ~LUM1NUM TUBE M\JLUON, DI( ND 1445, 'M-IE~ USEe) TO MJlL SINGL( r'UNO ANO OR PICTURE V~NDDWS SIDE 8Y SID( 2) IN M~SON,~Y CONSiRuCTION, ATTAOH "UlLION TO SUBSTRATE WITH 3/1{;' CIA CO,.,CROt: SCRew ANCHOJ:( OF SUFfiCIENT LTH, TO ACHlfVf: 1-1/4" liJN. EMeEOMEkT ,~10 CONCRI::1E OR MASONRY. 3) 'N WOOD FRA\lE OO~SiRUCT'ON, ATTACH MULLION 'i'0 SUBSTRATE USiNG #1J SCREWS Of' SU'TICIENT LTH '0 AO~If..vE 1-J/8' ,fiN. EMBEDMENT INTO 'IIOOD FRAMING. IWGl.G GDH456 f1\JLLlON DlE NO. 1445 Sf;E: NOTES -1 'I #2 !. 113 1>1> 4 :::=> I> /INSTALLATION I> 4 ANCHOR <TYP.) " I> -(' :::J " 4 ~rQNCRETE DR MASONRY ~ SUBSTRATE: IS SHO\<lN, \<lOaD FRAME SUBSTRATE I> ALSO A?PLttS. .. ~ I> .. .. B-B GENERAL ALUMINUM CORP, CARROLL TON, TEXAS '/mlI F'lANGE: HORJZONAI.. MUlLION INST Al..LAiIDN DETAIL ALUl1lNUM TUBE MUllION, DlE NO. 1445 """" ----1- BB .1..".",---- 1"""'13/21102 VTJfT> ____ I sc.<<)) HALF' 1"'1L> ---- 1M OOQl:N"Q~5$ IOWO NO: GEN-0451 SECTION 8-8 #~- GENERAL ALUMiNUM CORP. CARROLL TON, TEXAS 1J'<€J fiN VERTICAL MVLLlON INSTAllATION DETAIL ALU)~INUM TUS. l,iULLrON. DIE NO. 1446 <Rt'" ----I6l\.' JS I""'''' ---- lo.>.~3/17/02 "/l'~ _ __ _ I"-'<LtJ Kt\Lr I "A'" _ _ -- 1"""'1> GEN-0451 ,. _ f_I'.l.iICD !J'l:. ~.., l!~cuw;o'!r ~'. t"A tI~rlQl{.U, ,..-..~~ iCAr~ n.Qil:Cl~ W~ ~~~ ~1-1laQ.~., t.u +QJ'~00-~ ---~.._--~~---_...._~------ - UJ () I- a z w (j <!.: I- a f2 UJ 0::: <!.: :::J a (/) lJJ 2 Ll..<c0:: -00::0 lJJ LLLl.. I-W I- <C02Z 2-0:::) ><~O::O o:::)Ll..u o::ozu o...~w<c Q...o::~1- <CO<Co WO::I-z lYLLw <rzn::O ow<cO W~(/)o I-~ZZ o 0<C :::)w-w O'lY(/)2 (/)<cz . lJJ(/)lJJ<Cz ~z~ffQ ~QOo~ 0U) 0:: I-u O~O~::J Ll.. e::uo... lJJ~lJJOo... O::OI-Ci5<C <C...Jz ...J ::J...J'"":O::...J (/)0' <C U) 0 ~<r O::....J....... ....JW....JO ...J>;;:zo:: <cO;:. <C 0 lJJ C.? :r: z co I-_U) ~ ~ '" Z <C to .-l ZOW O::N(Q (/)__0 O.-l'*l: 1:r:0:;;:0 ",to.... WZuu w~ll)u. wz;::i:L~ II'*l:. -z I-I-....w <:3~Uo 0::Ll..u.c. zW~...J 00.. waU)sU)Ll..z~C5 wZU)COZOO Q I::;)zwQ::Ji=:oio:: 1-0::5:r:(/)<r0::::;:) ~zo...l->uJOOca <C :r: w (/) 0... 0:: . !nlJJ~t::a::O~ca~ wc.:;lY3:(Y)za:: 'LLl co8::J O<C:::)<< w...Jt5~~OI-~J: ~03::;)~I:~~<~ o::.o::l-~lYCJo=: 2~tn8~U5tnDD . C"\I LO C"\I ~ ~gj...J CI)~~ G).- 0 G)C,)(/') ~ ~ ~ . (I) 0 Cl)CO[ ~ io~ CU.- i= ..(1)0:: OC)W e"CU ~ ~ ~ ~ ~~Gl ~~lt ~ (J:) (9 ~.- J:J (/) Z o (/) > w 0::: w ~ -< Z Z -< -l 0.. SHEET NO, gl = Id!J ~ <( CO U) w o C.? z 15 ....J ::J co o z - CJ) o M N o Z o ~ ~ ~ I- b(/)~ Eo ;;; ffi is C/) <rwI ~Ml1..~5 asO~~<C ~~~w~ c (Y) , ....J W <Il...J<Q'<C1- 0.... LL .-I a::: <C .-I CO:;)U 'rci'r-:..I-_tO (/)~OU~.-I a. <:t :::) I- CJ) .-100::0::. 11) Q.:r: I- lJJ 0 CJ)<co...U)uz ~ v ...J <( 0:: I- 2 o (/) (/') w o U 058 8:~ lJJ I'- 0 Ll.. C.? N M <:t zM MO <C....J M M 0:: Ll.. S" S" ~ ~- ~ ~ (/) 0... Oil C9 11) 0 I'- I'- <:to... 00 CJ) <C <:t <:t SHIM ~S RfQ'D. ~ ta ,NSTALATlON ANChOR SCREw SHOWN (TY?) (stE NOl'ES) 7 2 X \\'000 FIN TYPE at 01l1ERS ~~l-iDOW FRAME /( CMtK BETWEEN JAMB / SHEA THING It fiN 11 //j\ /' BY Q'Tl<ERS 1/ );1/ [U~~t'~~~T '\J -r ~ J ~ SHEATHING &Y OTHERS -c-- 'fll~DOW W1D-TH- \ EXT!:RIOR FINISH \-.- s.( OTHERS PERiMEiER CAVU< 8'( OTHERS COMPARATIVE ANALYSIS & T.APCON ANCHOR LOCATiON CHART WINDOW ~~~~ ill.~t~ TAPOO< "'''CHOR SlZE (lNCHES) PR!SSURE ilfltSSlJRf lOCA 'OONS CA?A<lT'r' CA?ACrrt l}l PSI' iN PSf Il1OTP.~T txTtR'Cf INTERlOl: ~ IN'I.:~ KEAD JMlilS 12 I~ Ijl X 25 -~ -~ -209 -209 AC f,~.H; Il a III X:5$ '/1 -77 -77 -193 -\93 AC F.G.H) 101 T$ 1/. X 50 5/> -55 -sa -1~. -10+ AC F.G,H) i~1~ :: :;;: ~ ;; ~~: :;~ :~ :i~ :l~ ~g ~:g:~j 15 19 1/. X 93 -~5 -+5 -1~2 -'32 A,C D.E.F,G.H.I ~~ ~: 1'::: ~ -~ -~O :1~ :;~ ~g gf::&tt-J ~;g 2e'~/~/~ ~~/. :;6 :~~ :i~ :;~ ~g ~:g;~j 1m. ~: ;~ : ~ ~~ ::~ ::~ :1il1> =iil1> ~g ~:g:~j '~:;5 2e~~/~ ~6f'!J :~ ::g :~'f :1r' tg ;:g:~j i~ ~~ :~~: ~ -<-0 -+0 - n -79 }g ;.g'~1 ~ Q - - :~*, :lOX3 30' '/2'1 ~~/. :~; :~; -88 -ili ~c ~:~;i:j ~. jg :~ ~ ~ ~ :~ ::6 :~:~ ~g ;:g:~j ~5 JQ:J6~/~ ~5J''' :~ :~ :~ :~g ~g ;:g:~j 30XS gg :~xx Z~ -+0 -<-0 -71 -,71 A.C F~~C,H.) 3OX7 _ _ -,59 -'9 A" ~ M g J7~X ~""VI :lo :~- :~:rr ;:g F:Q~J 2t~+ ~? : ~ ~ ::8::g:~~; ~g ;:g:~j :2.++5 37 x ~ va -<-0 -<-0 -55 -55 "-0 .,G.H) 25 J? X 63 -40 -40 -53 -53 A,C M.HJ r, i? ~ ~ -40 -:0 :~ :~i ~g ;.g'~1 :~ .,'u,zsJ/. ::g::g::~ :~~ ~c ~:&:~i 412ff+ :i : ~ ~ ::g::g:~:~ ~g ~:g:~j +24+5 42 X 65 va --Ill --Ill -~5 -45 A.C f,G,HJ +263 +2 x 63 -olQ -olQ -43 -43 .A.C F,G,H) :m 1~ ~ ~ :~ :i~ :~:~ }~ ~,~.~~ .~ 4a'Hrw :~:~:: ~g ~%~1 4e5O 4S X &0: $/& -~o -+{) - - A.C F.n,k~ o\S4H 48 X ~+ sit _OlQ -+0 - - A,C F.C.HJ 4$4+5 48 X ~ ~It -40 -~ - - A.C Fl;,k) ~ ~H ~ :~:~:: ~g ~'~'~1 ~~ 53~U/r~~;a ::& :~:: ~; ~:~:~1 ~ 53 '/$ X SO "I' -+0 -40 - - ^C f,a,HJ w.~ ~ :~n ~ ~ ::8 :~:: ~g ~:&l1:l tiQlE: ~ ~ y;g ~ ::8:~:: ~g ~:g.~~ 1l iI!E ~~ /,l!E POSln-,( & NECATI-'( S1RVC1\i1>l. ~ lCiAOS FMw CQl,IPi\!v;ll-,( ,<,AA.'l'$I$ & HA',l!; IIOT euN tAPPEP BY f'ESVLT$ Cf 1l'Aw:R PW<lP.MAHCE lES1\/lll. ~ WAmR RESlSiANCll TEST REQUlREII<llT Cf 1:,;c Cf ~ACH~~~. POSI11\'E DESiGIIlOAM \\U. IlE Ul.Oml TO olQ.Q PSF M TO'IIAitR aT PRfSSl.IJU! Cf M 2) ~<Sr.<Ll..'<lJiXoI: I'lANOE fiWIE: \\lNJ)OW III COHCl'.tTE OR ~Y ~ vst 3/11," 0lA. TM>QW AfoI<;HOR$ Cf' SUFflClENT LJ:NG'JH TO PROWlE ~I!l. 1-1/+. tM9(m<ENT INTO SOOSTRATIt AT lOCATKI<S SH()\i!l O/!l CHART, J) sa B.EYAllO!1 fQEll<EY TO T~ LOCA11\)!4$. +) ~~.r~lHrr.&..~J~GiM TO PRO'<IDf: 3(4' MiN. Odf!W,lE!lT I1<TO WOOl) 8UCI< AT AU. 01\0 ~) Il' EXACT ~'(/ Sltt 1$ NOT USml IN ANCH~ C<<AA.T us>;; ~.I<CHoR OO""TrTY USTtl> 'MTH NEXT l.AAOlJt = f~ THe APfROf'RiATIt 0€S!IlN PRESS\JR( ilEQ'O.' . ONE SY 11000 r 9VCK 8Y OTH'R .J I 'I 1 1/4" ~t1N J V ' . ,MeED"ENl ,LN'xC( iyi'€: '1....S~flYl ! /$Hitd I~S RtC"D. ^"O<lW fR''''E~ S?~ct "AX,' I~-::.J. ilH NOlES) ',,-"3 ~ II '\ 7 c. ~~ CO>i<:.R('," " llll\~. b ~~s~,.r. OP"."c _\:1 \ ~_.~ IN'STA;,.LAT1CN AN</-lt;R )/16-" DJA M?-:CN I PS,RfPJOER C,ll.U"'~ : I <j , 8)' O\H(~S I \ __~~K~~~7-:11 ___-____v_ 'M~OCW 'MOrl-: ---- \ r.tASONR'f CPCklt{G , B.'l' OTH€:fO.$ $\-liM ~S REQ.D. 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QUANTi'T'( VSTD ','111',.0( 8) ;1~,i~~ T~l~~~N~~~~ '''~~~'L~E.T~L~S ;~~I~~J;~o~4?~~~R SIC~~~O:.Rl~T~S P~it1T ;'lSC '1IJLLlCH ~ iNSTALlA'IDN ANCHOR ANCHOR ERACkO ~---l I (TYP) @ I \0/1 "DO\o/ FP,\'^, SiLL I NB SEL, TAPP:NG <Typ>......... j SHS<TYP> 2~=c~ I r-- r-A I I II '" I"IJ'-L rON L----L fRI . ,J DiE ~O. :447 7-'='=1@ i (APPRCX l' x 4') 1.'1NDO."J _II FRAME HEAD ~ - (TYP) '0!J ~r II I II I II I /MUtLION DIE NO. 1442 II I (SHO\\tl) MUWON DIE II I NO. 1445 MAY I ~ I ALSO ElE USEO / jlNSTALlATlON '" ANCH~~ @(U8SELFTAPPINGfPojl(11P') SMS (11P) ~ " " 47 " II,,"" \I ""'iJ; CONCRETE OR MASOtI~Y ~ .. U' ~ :b: SUBSTRA TE SHOWN, WOO\) .. ~ : fRAME SUBSTRATE ALSO A??UES \ MVlLI:N NOTES: SECTION 8-8 DIE NO, 1<<2 ~R r~ON~,&TtWDT1~ ~0if~N~r~L~u~~ ~'-i,Ml~dpl~.;J~or~~~~a~ota~~e:. 2) IN MASONRY CO;'1S1RUCTlQN, ATTACH MULWON TO SlJ8STRA iE 'M'lH VW ()lA. CONCRETE SCREW ANCHOR Of' SUFl-1C1ENT L 11-1. TO ACHIEVE 1-1/". MiN. EMBEOMENT INTO GONCREiE ~ MA$CN'lY. J) IN \'IOOl) FRAME CONSTRl.JCnON. ATTACH MUUJON TO SU6STRAiE USING '10 SCREWS OF SUfflC1ENT Ln;. 10 ACHIEVE 1-3/S" MlN. e:MSEOt,iENT INTO WOOl) FRA;.lING, 4 l MUUJQN ~ TrACHMEN T IN SEcnOfol a-a IS TY?, A T HE.~O .Ie SILL. 5) INSTAllATION OF M\Jl.lION AS SHO'M-l ON THJS SHEET COMPUES \11TH '!TiE 2001 Fl..0RJ0A BUILDING CODE I'/ITH 2002 REVISIONS. MULLION DfiSlGN PRESSURE CAPACITY "ARIES DUE TO SPAN t!c SPACING. MULUQN ANCHORS ARE OESlGNEt> TO A DESIGN PRESSURE OF ;'53.0 P$F, IT IS THE Rt$PONSlSIU1Y OF 01'H!:RS TO DETERMINE COWlJANCE eN A sPEClf'IC SmvC1'URE, I~'V 11ULUON~ ~ ANCHOR BRACKET [ NOTES' 1> MULLION INSTALLATION DETAILS APPLY TO ALUMINUM ruBE MULLION, nu,.: NO. 1445, Iotke:r. USED TO 1<!lJLL SINGLE HUNG AND f.IR P1CTURI> vlNnolotS HEAD TO SILL. 2,) IN MASONRY CONSTRUCTION.. ATTACH MULL10N TO SUBSTRATE VlTH 3/16' IliA. CONCRETE SCREIJ ANCHllR OF SUffIClENT L THo TO ACH1EVE 1-1/.' MlN, EMBEDMENT INTO CONCRETE DR MASQt,1<Y, 3) ,N '"'DOll FRAME CDNS:RlJCnON, ATTACH I1ULL!DN TO SUBSTRATE USING #10 SCREVS Dr SUfF'lCIENT LTH. TO ACHIEVE [-3/8' io!IN, EMBEDMENT iNTO \.IOOD fRAMING, 4) MU\..LlON A. iT ACHMENT L'I SEC nON BooB JS HI', AT JAMBS. 5) INST IIUATJON OF' MULLION liS SHO'IN oN THIS SHEET COOf'LIES '.11TH THt cOOt FLORIDA BUILDiNG CODE \.liTH 200~ REVISIONS. MULLION DESIGN PRESS1Jl<E CN'AClTY VARIES VUE TO SPAN I. SPAC1'1c;, MULLlo.N ANCHORS ARE: DESIGfolED TO A DESIGM PRESSURE Of' tSM psr. IT IS THE Rt:SPQNSIBll..lTY Of OTHERS TO DETERMiNE: COflPLIANCE ON II SPECIfIC S1Rl!nURE. ~\ ,.I 'j' - OV ... ;J '" "if' TIT . /' MvLUON II II '/, DIE NO 1446 Ii Ii :1 I ii-vf\d MUlliON r \J~ljL INSTA.LLATION ANCHOR t l:~ I ANCHOR 8RACKEi -- _ , I (TVP) , - --""" ---1 " ~ <l" q '9T ~ .. ~EE NOTES ~ ~,. " U ~ U~tZ & 113 ;' "'..---..- I SUBSTRA TE ../ vi' z o j:': :;) ..... o (I) z CJ Hi Q ~ C2 o ~ z o Ul - > - o <( Q - ~ o .J LL .J ~ ~ .... 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I- ~ ~ Z · I- w Z u 0 o \0 z o i:' t' l\1 III I C1' \D i:' I [Y1 o 6 ~ v;~':2 0 WI-(/)u.J::::i oz (/):::! 0< O-I> ~~!:::~(/) <l:Nu.JCt:~ """~OO ~Ct:ooo ~~WW() ~o~~~ O::iCt:(/)~ ~;;u.JtOCt: I z=> 1-~<l:<l:U w U ~ o >-ttz Z <(~~ z W '" -(/)> oZo tSo< ::JUo 020:: OWo 0::1-....J o..t::u- wO::...j 0:::5:< wwo:: cnI~ I-I-w Of-U Z::J . >-00.. ~~~ """:>U z:> :)ffi~ o..zo (/)ZI I<(/) 1-2::J Cf) ...-.J - ~ W o I- a z l- I ~ 0:: >- 0... o () S-14 0.. 0:: o U W 2 o I (/) ~ ('I') o o N @) LAST PLOT DATE October 11, 2004 WINDOW INSTALLATION INSTRUCTIONS (KINCO) SINGLE HUNG MASONRY (FLANGE) ONE BY ,"ODD "2- CONCRETE OR CAweK B€T.EEN BeJCK BY [FHERS~' "ASONRY OPEN'7lNG .OOD BUCK & (NOTE 5 ~ 7) \ BY OTHERS MAS'Y, OPENING BY OTHERS CAULK BO.EEN .iNDO," FLANGE. ~~ \ I ~ .OOD BUCK / to 1-1/4~ i<1IN, <lo 4, UABEDMENT Fi!, '5 ~t---.. INSTALLATioN '\NCHOR I STUCCO J j ----- \~3/;.' DiA. TAPPER (N!JTE 12) I BY OTHERS s~r~ AS R(Q'!) Y 1/4' MAX. PERI2~~E~ (StE NOTES) BY OTHE RS i .':"i:~ :iii\./1 (wlNDO'oI HEIGHT) I CAULK BET'oIEE,~ '.INDO'ol I ,LANGE ~ PRECAST SILL wi VULKE:!.o( 116 ADHE:S1VEl ' CAULK, OR APRV'D, EQL PERIMETER ~ CAULK BY OTHERS \ /, l~, ~T . \~ - (BUCKB~'IDTH) I CNE BY wOilD INST ALLA TION A,NCHOR i BUCK BY OTHER.S 3/J6' DIA. TAPPER 1 (NOTE 5 ~ 7) (NOTE 10) SHI,~ .AS REQ'D, l\ 1/4' ~AX. RIGID V~,~vL CS'EE ~O:ES) GLAZING BEAD_________ (TYP)------r"=?< 1\\ 1 ',rA~ I IMPORTANT INFORMATION l!r. GENERAL NOTES These notes are provided to ensure proper irstal1aool'l. of Florida Extruders i'>1il~io('\e products and must be followed rJlly, & --., EM:E"'ENTi GENERAL INSTALlATION INSTRUCTIONS 1-1/" "IN. 1) SHIM AS REQ'D, AT EACH INSTAUAT10N A.NCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4" 2) USE SIUC:O"llZED ACRYliC CAULK BEHiND WINDOW FlA.%E AT HEA;) &. JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR <7 I APPROVED EQUAL. APPUCATION OF VULKEM 116 ADHESIVE CAULK OR APPROVED I EQUAL AT FRAME SILL MUST COMPLY WITH SEAlANT MANUFACTURER'S I RECOMMENOA :IONS. _~ ^ J) USE SILlCONIZED ACRYliC CAULK FOR PER,;i-1ETER SEAL AROUND OOERIOR Of LQ, WINDOW FLANGE AND TO SEAL HEADS Of INSTALLATION FASTENERS. 4) FLORIDA ElQRUDERS 1000 SERlES SINGLE rluNG IS SHOWN. TH1S PRlNT ALSO APPUES TO THE FLORIDA EXTRUDERS 1500 AND <'000 SERlES SINGLE HU"IGS, 5) WINDOW FRAI.1E MATERIAL: ALUMINUM ALLOY 6C63. ... G~ASS <TY?)($E[ NOTES> FLANGE TYPE 'oII'IDO'ol FRAME HgDER I FLANGE TYP'E ~ 'oIINDO'ol FRAME /' SILL 'LANGE TYPE ~}~. wINDo',! '3~~~ :AULK 3ETwEEN . I \.-'INDD\oI FLANGE I D" ~ 'oI00D BUCK PERiMETER / I. ./'. '11 I CAULK.J /~ I \IV BY OTHERS/, " I, I ('oIINDO'ol wID-H) /' : \ $T JCCO BY OTHERS ------ CAULK B~T\oIt:::J f:~~g~~~Eo~~N1NG SFcr'ON 8-8 ~~g~ B~pCE'i.n~G BY OTHERS \ BY CTHERS CONCRETE OR--.J Q q MASONRY :JPL~"W'l(j j .. BY OT'ME.~S --~ ~ l "'- 2X4. 2X6, 2xa '''"'ODD BUCK ~ ~ - EY QTHERS (SEE NOTE 16 So 23> ~ " "'- ONE BY 'oI00D BUCK BY CTHERS (OPTIONAL> (NOTE 6. 7 oN;I 16M INST ALLA T!ON ANCHCR #10 'oIDOD SCRE. (NOTE :6 ond l6A) , GLASS i ~r cryP) (SEE NOTcS) I B.H. (BUCK H-- HEIGHT) ". ANCHORINSTALLATIONI~STRUCTIO"lS GENERAL: 6) NAIL An ACHMENT OF NON-STRUCTURAL ONE BY BUCK IS 4' FROM EACH COR,NER '2' AND 6" ON CENTER. USE A HARDENED "T-NAlL" WITH A 0,097" DiAMETER AND 1 3/6" Lb::. LENGTH (5/6" EMBEOMENT), A HARDENED 'MASONRYNAlL' WUl-l A 0.148" DtAMETER AND I 1/2" LENGTH (3/4" EM8EDMeNT) OR EQUIVALEI'<T. FOR ALTERNATE SECTION A-NB-B, USE A 0, 113" DiAMETER COMMON \oVlRE NAlL WITH A 3/4" EMBED(~EI'<T OR EQUIVALENr FOR NA!UNG NON-STRUCT'JRAL ONe BY BUCK INTO A TWO BY STRUCTURAL BUCK. ~ 7) APPLIES TO ALL NON-STRUCTURAL BUCKS LESS THAN I 1/2" TrlICKNESS, NOT INTENDED TO LIMIT TO NOMl!,AL ONE BY WOOD BUCK O~L Y. BUCKS GREATER TrlAN 1" NOM1MAL (3/4" THICK) AND LESS TrlAN 2" NOMiNAL (1 1/2" THICK) WILL REQUIRE NAlL LENGTH SUffIOENT TO ~lEET EMBEDMEI'<T REQUIREMENTS Of NOTE 6, ~ 6) All. INSTALlATION ANCHORS MUST BE MADE Of CORROSION RESIST ANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPl1ED SUITA8LE FOR TrlE ENVlRONMENT AND/OR FRAMING MA~RJAL. WHERE ANCHORS ARE USED IN PRESSURE-PRESERVATIVE TREATED '.'1'000, TrlE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION Of ANCHORS COMPATIBLE WITH THE PRESSURE-PRESERVATIVE TREATMENT PROCESS USED, 9) ALL FIELD SUPPUED HOLES IN "'HE FRAME (IF REQUIRED) WILL 8E 3116" IN DIAMETER. 10) WOOD SCREWS SHAll MEET ANSI 61861 Dli.1ENSIONAL REQUIREMENTS, 11) IF WOOf) TENDS TO SPill, PRE.80RE HOLES AS FOUOW$: #8 WOOD SCREW . 1/8" DIA, PILOT HOLE &. #10 WOOD SCREW - 9164" DlA. PICOT HOLE (NATIONAL DESIGN SPEOFlCATION FOR WOOD CONSTRUCTION). [SEE SHEET 2 FOR CONTINUATION OF NOTES] PRECAST SILL ~ BY DTHERS: . 'CII I 1-3/8' _____ :-lIN, EMB / ~::> , Ii !D I II ~ SECTION A-A :-\";V-l II A _~ V:EWED FROM rtt A 81/ C E EXTERiOR II (/" J /1 8 K B O[R 1 r A- FI EVATION SECT:or.,j A-A (ALTERI\!ATE) & For installation with two by with or w/o one by wood bucks. " ,<;~\:~~~kt;;. i~~':~\,,')~.i:":-."" " :'(') / ~;:.J' +~... .... fl/:t ~ L;....-- I\'-{A. >2'~;c~5 s~,~~"~.,~: , ,~':~~/ '., "t'",;;. "",,-~$,.-- .. '.>,'\~,'~(f~ ~-;", "."",:." ~~ ~~ ~g i~ .~ ~:J ~~ ~~ ~'" REVI DESCRIPTION DATE IIN! C FLORID' A EXTRUDERS INTERNATIONAL, INC. 2540 JEWETT UL~E CEIl"nCA'! OF AUfrlORIz"f'ON '0. 92JS SA.'JFORD FLORIDA TITLE: ! NST ALLA TI ON DET A: c SGL. HUNG 'LA~GE ~I~D:J~S . SERIES lODD, 1500 ~ 2000 DRAWN' 3Y: BB I APPROVE;) BY:R,JA DATE:12/19/03'SCALE:NTS'DWG:F1 EX0015,SHT 1 OF 2 i ~~~~D\~:Tp 2~', ~b~ED 112/19/03 RJ A I NO" 2J R!,^SEO I AND/OR ADOE:D RECA.~ED I RfFtRE."ICES AI>lO I IU..USTRAT!ON$ (:"CR NOTt: I R~SIONS. SINGLE HUNG FRAME (FIN) ~ wI~DO'ol wIDTH -1~' ~Hi~ 1~~CE SH1,~ A. S REQ'~, TwO.!Y 'oIJCD (SEE ~::JTES) II ~ BY ~,'MERS I W21 \ l' ":N. tMBE DMENT I :, \ "~. ~." .! ..---r .>;~ . S~EATf;ING \lIND&jN,;~,~~ /~ /;j ~ rr~~~~~~}r~:S 'A~B . I v' PERI~E. TER INS:ALLATlJN ANCH8R CAULK #8 '''DaD SCRE',! Sf<O"'~ BY DT,-<ERS STUCCO BY OTHERS SECTiOI'J 8-8 -l '1-- l' M,~. E~BEDMENT ('oI00D SCRE'.) CAULK BtT.EEN SHEA THING I PoID BY "'ODD 'oIINDO\;, FIN ~ BY OTH(RS ! r BY OTrlERS SHEATHING '/ I"'lSTAlLATrGN ANCHOR SHlM AS REO/I). ~a wOOD SCREw SHO'olN -------~t.~ \11 / .~ I (SEE~oCES) STUrCo "" BY OTHERS -r..:..' ill//\,I I t IV \J - GLAZING <TYP,) (SEE NOTES) P~RI"""R ----;.7 : I /I 1/4' ~AX, J C CAULK J if~'" ~~HIM SPACE By OTHERS ~ I---J I FIN TYPE 'oIINDO'" FRA~E , HEA DER II GLAZiNG (TYP,) ~ (SEE NOTES) :1/ i' ~ IMPORTANT INFORMATION &. GENERAL NOTES These notes are pro~ded to ensure proper i 1stal1aaon of ~!orda ~ders f-1!iestone products and must bE followed ~Jlly, GENERAL :NST ALLA TION INSTRUCTIONS I) SH1M AS REQ'D. AT EACl11NSTAu..ATlON A.~Cl10R WITH LOAD BEAIUNG SHJM, MAX. ALLOWABLE SHIM STACK TO BE 114". APPLY A SEAD Of VULKE'" 116 ADfJESIVE CAULK OR APPROVED EQUAL AT eME FASTENER LOCATION PRlOR TO INSERTING THE SHIM TO ADHERE THE SHIM TO THE SUBSTRATE A,ND/OR WINDOW FRAME, PULL BEARlNG BETWEEN T:ME SHIM, SUBSTRATE AND WJNDOW FRAME ARE REQUIRED, 2) USE SlUCONlZED ACR'NC CAULK BEHI~D W1NDOW FIN AT HEAD, SIU &. JAMBS, 3) USE SIUCONIZED ACRYLIC CAULK FOR PERlMtrER SEAL AROUND EXITRlOR Of W1NOOW FRAME. 4) FLORIDA EXTRUDERS 10DO SERIES SINGLE ~UNG IS SHOWN. TrlIS PRI'IT AlSO APPLIES TD THE FLORlDA EXTRUDERS 1500 A~D 2000 SER.lES SINGJ: HUNGS. 5) WINDOW FRAME ,'1ATERlAL: ALUMINUM ALLOY 6063, ANCHOR INSTALlATION INSTRUCTIO~S r r "" i--',{INDO"'_-< i \rI1DTH ! , i GENERAL: A--, I 'oIINDO'" ~EJGH T ! ,~ I II I ~~ I ANC-IOR i: SPACING , ' (SEE BELOI,{)~ I wINDOII ~'II' HerGeT ' J' iii , , I /11 I':..c 6) ALL INSTALLATION ANC!<ORS ,'1UST BE MADe Of CORROSION RESIS"ANT ~ MATERIALS OR HAIlE A CORROSION RESISTA,'IT COATING APPUED SUli,l.BLE FOR THE ENVJRONMENl' AND/OR FRA,'1ING MATERIAL. WHERE A,NCHORS ARE USED IN PRESSURE-PRESERVATNE TREATED 'foIOOD, THE WOOD SUPPUER SHALL BE CONSULTED FOR RECOMMENDATION Of ANCHORS COMPATIBLE WITH c-1E EJ(J"LL Y SPACE PRESSURE-PRESERVATIVE TREATIoIENT PROCESS USED, ANCHORS <TYP.J 7) All FIELD SUPPUED HOLES IN THE FRAME (IF REQUIRED) WILL BE' I ^ a) 3{16" IN DtAMETER FOR # 8 WOOD S01.EWS. AND LQ, b) TrlE ShANK DIAMETER Of THE 'AlL ROUNDED UP TO THE ~EXT ST',~OAAD 1 DESIGNATION DRILL BIT SIZE. I 8) WOOD SCREWS SHAU MEET ANSI BI86 1 DI>IE,NSIONAL REQUlREMEN"S, ! 9) NAlLS SHALL MEET ASTIoI F 1607, "STA,~DARD SFECIFICATION FOR DRIVEN FASTENERS, NAlLS, SPIKES, ANO STAPLES" 10) JF WOOD TENDS TO SPUT, PRE-BORE HOLE AS FOl"OWS (PER NADOML DESIGN SPECIFICATION FOR WOOD CONSTRUCTION REQUIRE~1ENTS)' a) #8 WOOD SCREWS - 1/8" DIA. PIcOT HOLE, b) 0.113" DlA. NAlLS' #44 DRILL SIZE PILOT "OLE. 0) O'lliER NAlL DlA>'1ETER PILOT HOLES NOT EXCEEDING 75% Of THE N."1L S DIM1ETER AS REQUlRED, 11) WOOO SCREW AND MJL WITHDRAWAL VALUES USED TO GENEAA1'E FASTENING REQUIREMENTS ARE BASEO ON SOUThERN PINE WITH A SPECIFIC GRAVITY Of 0.55, 12) WOOD SCREWS AND MILS SHAclNOT SE MIXED TO PASTEN TrlE SAME ASSEMBLY, - 13) WOOD SCREWS AND NAlLS SMALl ~OT BE USED TO "^5TEN ASSEMBLY I~TO THE E.~D GRAIN Of WOOD. - ~ /11 8 i I 11 GLAZING (Tv;:>.) I (SEE NJTES) _____,~I I 1 i CAULK B€1'o1EEN 'oIlNDO," n~ ~ SHEATH1NG bJ It! c= / ~1~6;:EFRA.~E I V jYIARJ3Lt SI:...!... LSTJOL ! BY eTHERS .~ II ~ T'.tC BY 'oICOD II "'--- - BY 01'~ERS ) I I J L"~,, i A -.J 116' ~AX J r I (TVP) ~ r-- 6' MAX. (TV?.) [I FVATION VI EWED mo M E:XTE R '0 R ~A,'1B ANCHOR SPACP.G (TO 70 PSF DP) I A,~C.rlOR ! SPACI~G --1 (SEE BELD',,') I P(RIMCER CAULK ~ BY OTHERS _ \ ". '. INSTALLATION ANCHOR \~:- . ~8 ',!OOD SCRE'oI SHOVN _____ I, '.' .~..... f STUCCO ___________ BY CTeERS ,dEAD SI'.L ~ ',,'JOD SCRE,", 24' 0 C, ~AX, (TYP.> ,'.AIL, 7' 0 C. ,~AX. FilR ~AMBS AND 10' 0 C, MAX. FJR HEAD ~ SIL'. ,.<~'1:'~,~~~ .... "",..."t'i ".,..... "v,.' /~." . '. ',,' R~V~ DESCRIPTION DATE INI 10.' \ ':,__ 3 ~56s~~Q~~~;o,o l'c/1/03 RJA ;'1"';0" t~< '.' vSE ADHESIVe CAULK , ;. ~. t...- 0<' s;.~').: ..J AT SHIM ~DCA TION \~;,(t!/ c ~f!,~'~~i"mTA ." ~~ ~g ~; ~:J [SEE SHEET 2 FOR CONTINUATION OF NO""5J FLORIDA EXTRUDERS l~1~~Nti~1~'J:%~ C€RT1f1CAn; QF AUTHORIZA"C' NO. 92'5 SANFORD FLORIDA TITLE: I~STALLATlJN DETAI'. w/1l8 SC<<EWS DR NAILS SI~GLE YJNG ''IN,,",:~DCJ\I . SE<<IES 1000. 1500, ~ 2000 DRAWN BY: BE APP:<OVED BY: ~JA DATE: 121 I 0103 i SCALE: ~ -. S DWG :FLEX.:l026 Sc.<T 1 OF' 2 SHEA THING BY D~HERS SECTiON A-A EMBEDMENT ('wOOD SCRE,") I;;w ~o. ,,~ lOOOS.H,! rlX2Xl./6 lOOO$H rlX2X3/B J^"B (fYP"j k 'UBE "ULLJON JA"B (TYP)=lil, ./-,,; MULUON ~ ,! r. liB x l/Z SELF :::;;1 llS x 1/2 SELF T A.PPING SMS T APP:NG St<iS r \I~ y=ll. I :YPICAl V:::RT'CA~ TO HCRJZONiA.L MiJL:..JCN ;0 MU:..!...JON I -? 2"'3/8,1 TUBE KUlLl!;N \~ I I'CO S.H. ~ II 'Ii - ""1.- , ,i " 'I I' '''''LCA'ICN SCRU ---i =, y <<::. SOLANT VI: ;Vr;tN--- ~- / ""INDO'. ftANGES -Y' &. '"ULLICN J~ I II I -..l~.a. ' 1/2 SELr : ~ ""AP9;~Q $MS I i ' i :>, , i I I I i <<:: \. SEALANT lItT'if.:E:N - f7 "lNDCY f"LA"iGES ---.J,/ &. ~L:lLlQN IH3 X 1-1/2 SE1..F' .,. APP;N~ SM$ SECTION A A (1) :3J \- 1:8' x ]-1/2 SE~F TAPPING SMS , I, J~L SECTION A A ill 1~;(27/16Xjja ~rcEE "UlLlON ..ooe SH'l -,AM! (TY?) \ :- II , ,Ir Ri y 6 ,'-! X e 7(16 x 3/9 lCCO s.n'Jf]Tl.JBE Ml.t.LlON "A.M! (-YP) ~f 1*8 x 1/2: S(IJ i W::. '*8 ';( 1/2' SELF' 'r APf'ING SillS "..,. APPING SMS "i~ ~ ~m s~~~~~ }l:~~g '- ~e x :-1/2 S(LF s. KULLlCN -:- A?PING SMS SECTION A- A (7', I ~i!' : I~t{ I II@ftln@/1 II /~:+ B, ,I \19 SELF lAPPING..-/' a--.J $l"iS <Ti'?) St~~~~~ }I1~af~ J/' II. MULLION ;;lJ ~ \\ SEAl"l'iT >>t......~.EN--.} VIN!lC'w' r:"ANGES J/ a. ~VL L1eN - 11-8 X 1-1/2 SELr A A (3) 'APPlNG SMS ~ \ !3j ~-tlB X 1-1/2 SELr TAPP:>.lG $MS SECTION SECTION A A (4.) ~ r~U~(4H~l~I~N I I' ,I , : :' "aOS'H'~' ":A.H! <TYP > : ~ II r..;.' ,;.~~ JA"~O~TYSpH; l I I ,1, I ~.a x ,/2 S[U' I"" ~'" 'f APPIN(j SMS a... r:. i?; y==l ~ i.<r;;l;~ ~ i~fcr~ \ St~~~~~ }l:~~f -V )1 ~ : g I ~ I, MULllCN C "t E I.) *'8 X t-1/2 SELF ~8 X \-1/2 stLF" ~II") ;.::J -;'APPjNC SI1S TAPPIi'JG SMS I:: iJ u:: A-A (5) SEC":ION A A (6) I /~'.4:~~1;i:J'''' ~_ ',~:"~:,..:{.'.: .'~r~ \ . \.- .".":.: .O.;,~:::-.:; ti,...,:, ., . 'UnP~' ''". ' ,.",.I~('P f":'~ " '; \,,>' . '~/~t~) ~ VIEWED FRO\.! EXTERIOR ,r- HORIZON-r AL SLIDER MASONRY (FLANGE) TYPICAL MULL INSTALLATION cONCRETE ~R CAULK BETwEE,' 'nOD i"STALLA' IJN ANCH~R IMPORTANT INFORMATION &. GENERAL NOTES /).. ~,ASOr-.'RY O?(NING ~ B~Cl< !. ~AS"T, ~,::pt:NrNG 3/16' ilIA TAPPER ' , M BY OTj-l[RS , BY O,;,"H(R$: CNnTE ~2). Trese notes are prOVided to ensure proper m.stahat.:ofl of F1or'da txtf\.lders Milestor:e ONE BY 'oIVOD '" _ -, ~ products and must be followed fully. BUC~ BY O'HERS~~" 1 'I (NIJTE 6 ~ 7) .c ~ :, I :-1/4' ~IN. Gfr.ERAL INSTALLATION jN~L1CT10NS 7) APPliES TO At...l NON-STRUCTURAL BUCKS lESS THAN t 1/2' THICKNESS. NOT CAULK BET....ESN I ' E~BEDMEN. , I '" 0 ,_ & I NTENOED TO llMIT TO NOMINAL ON E BY WOOD BUCK ONLY, BUCKS GREATER 'oIiNDO'ol fLANGE Ii 1) SKllol AS R,QO, AT EAC,H iNS '~L,~TION ANCKOR WIT\< "OAD aEARING SKIM. MAX. C THAN l' NOto'lMAL (314" THICK) AND LESS THAN 2" NOMINAL (: 1/2" THICK) WIll ~ '"Dan BUCK ~::> ~v r A,LDWABLE SHIM STACK 0 BE 1,4 . REQUIRE ~.All' ENGTH SUFFIClENT TO "EET EMBEDMENT REQUIREMENTS Of \. ;.... . ,/ 4' SHI~ 2) USE SIUCON1ZED AC~YL;C CAULK BEHIND WINDOW FLANGE AT HEAD &. JA~1B5. SILL ,NOTE 6. c ! ~ ,~SPACE MX'-I MUST BE AT':"ACHfO TO ,H~.,- SUBSTRATE WrT~ VULKEM 115 ADHESlVE CAULK OR. 8) ALL INS"TAlLAT10N ANCHORS MUsr BE MADE OF CORROSION RESISTANT 1 '" _ APPROVED EQUAL APPUCA, ION OF VULKEM d6 AWES1VE CAULK AT FAAME SILL "'UST MAT'ERIALS OR HAVE A CORROSION RESISTA~T COATING APPLIED SUITABLE FOR II' ] COMPLY WITH SEALANT MANUfACTURER'S ilECOMMENOATIONS THE ENVTRONMENT AND/OR FRAMING MATERIAL WKERE ANCHORS ARE USED TN Il II, ,I', .6. 3) USE SIUCONllED ACRYliC CAULK FOR PERlME'TER SEAL AROUND EX1 ERlOR Of PRESSURE,PRESERVATlVE TREATED \VOOD, THE WOOD SlJPPLlER SHALL aE s'uceo , W WINDOW FLANGE AND TO SEAL HEADS Of INSTALLATION 'A6TONERS. CONSULTED FOR RECOMMENDATION OF ANCHORS eO.1PATIB,E WI'Ili iHE BY ='HE~i - ~ I \ <i FLORIDA EXTRUDERS 1000 SERIES HORIZONTAL SUDER:S SHOWN PRESSURE.PRESERvATIVE ffiEATMENT PROCESS USED. ~ ':.J [J 5) NlNDOW FRAME MATERiAL I\LU,"I'UM ALlOY 5063 9) ALL P'EW SUPPUED HOLES IN THE FRAME (If REQUIRED) WILL BE 3/16" IN PERIMETER I ~ ~ SHIM AS REQ D DlANETER. CAULK 'I - (SEE ~DrES) 8 -I ANCHOR INSTALLATION IN"'RumONS 10) WOOD SCREWS SHALL MEET ANSI Bla.6,1 DIMENSIONAL REQU:REMENTS. BY JT,ERS (BJCK II) IF WOOO TENDS TO SPLIT, PRE.BORE HOLES AS FOLl.OWS ~8 WOOD '01 H "HEI3HT) GENERAL: SCREW _ 1/8" DiA. PILOT dOLE & UO WOOD SCREW - 9/64" DIA. PI,-OT HOLE (wlNDC'oI ~ J I .6. 5) NNL ATTACHMENT OF NCN-STRUCTlJ'W. ONE BY aUCK lS 4' FRO," EACH CORNER AND (NATIONAL DESIGN SPECIFlCATION FOR WOOD CONSTRUCTION). MEI3HTl ~ I _ ~~~rigS ~~~E LQ, B" ON CENTER USE A HARDENED 'T-NAIL' WITH A 0 097' DlAfo1E'TER N<D 1 3/8" LENGTH GLASS (TyP) ~I ~ HEADER ' 5/9' EMBEDMENT). A HARDENED MASONRY NA:L' IiT'H A 0148" DLAMO'ER AND' ',,' 3{16" DlA. TAPPER CONCRETE SCREW (WITH NON-STRUCTURAL ONE BY ,SEE ~D'ES) '~ 1-1 I ~ I cENGTH ,3/4" EMBEDMENT) DR EQUIVALENT WOOO BUCI<), II II' ~ ^ CNE BY wCOD BUCK BY CCNCRPE ClR '1 '-----'1 \ I W OTHERS (NOTE 6 ~ 7) \ "ASrJNR. Y JPENING 12) WKERE WINDOW is INSTALLED I~ MASONRY OPE,~JNG wrM A , I ' BY "-"ERS NON.STRUCT1JRAL ONE BY 1'1000 BUCK (NOn: 7), USE A 3{16" DlA. TAPPER i I; I ---- B'-II _. \~ ... I , CONCRETE SCREW Of SUFfIOENT lTH. TO ACHIEVE MIN. EM8EDMENT OF 1~1/4" i .L---.J.~l RIGIO VI.~YL I (BUCK '.'IO-H)'/4' SHIM ~ -1 hi'; ""I INTO Mi>SONRY OR CONCRETE. ' ------cnn L -_ . ,'''E."ENT PERIMnER I "I GLAZING BE^D ,LANGE TYPE SPACE MAX I 13) SEE SHEET 2 FOR TAPPER INSTALLATION ANCHOR LOCADON CHART. LmER CAULl( ~ I' Jl' F(LTAY,NP/E TYPE '~rNJJOV F~AA::;EB ~SHI('"SE~S ,-,RO~, ~'sD) ~ ! \ ' DESIGNATIONS ON THE "TAPPER. lOCAnON CHART INDICATE WHERE TAPPER !BY OTHERS \ C - ,., -.. . C> CONCRETO SCREWS ARE TD BE INSTALLED WHEN USING THE E:><:T'ERlOR I ~\\.! ===: ~l~CJ'oI ,RA,"[ I INS~~~~ T~~~ e~~~~~:D~ ,:1\ i~f;:~~~ ~~~~~CONCRETE SCREW MANUFAcn;REO SY POWERS FASTENI'G. , , ' -.1 (NOTE 12) I:;' '7 INo. W1LL BE USED, TAPCON (by ELCO TEXTRON INC.) OR TITEN (by SINPSON I \)g' :, ~ \. I~ ~ r.LRAIGZ;I~GV<7r.ENYALD Iv I ;\ STRONG-DE) CAN BE SUBsmUTED W'TH THE FOllOWING U,'1ITATlONS FOR I - A ~~ _ ", 0 THE HORlZONTAL SUDING WINOOW 51ZE D24, D245, D2S A,NO D26: , : (( 1 3(~EASESNO(":.'YEPS)) \ r JCJ 1',1 / a) INSTALL TWO ADDmONAL FASTENERS I~ HEAD OVER CHART , , REQUIREMENTS AT LOCADONS.' AND D. " / "I I[V 0 IS] ALL REMAl~ING FACTORY APPLIED INSTALLATION FASTENER HOLES NOT ~i~'D~'oIB~i_~~6~ I I 'Q _ i:" I l . USED FOR TAPPER CONCRETE SCREW INSTALLATION SHOULD BE FILLED WITH #6 ~ PRECAST SIL , " WOOD SCREWS Of SU,FICIEi'lT LTH. TO PROVIDE M1N. S/8lN. E~BEDMENTINTO 'oIlV'ULK~~ 11~- I ~"CT ON A A j~1W WOOOBUCK. ADHESIVE CAUL< PRECAST SILL~'~:= I I' - CAULK BETI,{EE~ ,I, CR APPROVED EQL BY eTHERS 'oII~DO'ol FLANGE I #10 WOOD SCREW (WITH STRUCTURAl.. 'TWO IlY WOOD BUCI<): r- '',oj.\''! l ~ wOaD BUCK ,p I A ....._ PERI:-lETER), i ;6) WHERE WINDOW IS INSTALLED I~ ,'1ASONRY OPENING WITH A STRUCl1.JRAL , CAULK STUCCO -./.1 '1 I TWO BY wOOD BUCK, GSE #10 WOOD SCREWS (ANSI B1B.6 1) Of SUfFICIENT I A 8 C D BY DTHERS BY D~HERS i I ! LENGTH TO ACH1EVE 1.3/6" MIN EMBEDMENT INTO THE TWO 9Y WOOO BUCK. '-t '01 '01 -I CAU'_< BET'oIEEN 17) #10 WOOD SCREWS ShALL BE INSTAllED AT ALL FACTORY APPUED , F +1 F ---C'olL~DC," wIDTH) '01000 BUCK ~ INSTALLATION FASTENER HOLE LOCATIONS, I t. ......-:: II '"'''''' SECT:O N ~AS'Y. OPE~L~G IB) WOOD SCREWS SHALL NOT BE USED TO FASTEN ASSEMBLYl1'<TO THEEND 'I ~ W I' ./.~..' , A,".. <;.,\.'" 8 _ 8 bV " HERS GRAIN Of NooD, :SEE SHeET 2 FOR CONTINUATION Of NOTES] IJ'HG J1 ~ ~ r ~ ~! {~~l::,~~~~tl~~::i,~~:~;'" REV DESCRIPTJ~N"iCDATE I IN! FLORIDA EXTRUDERSI1l~~Nti~1~'J:~i , 8 B "'~~ ~~. :,:."'./" 1 ;...", J'S~';.'_ \. . _. __ B I CORRECTED -YPO 'OTE: 1 Oil ,/03'[,( 'A CER1nOAT( OF 'U:"O"ZA~ON NO. 9235 SANFORD, FLORIDA ' 0.. <.",;,J .-.'''''''- ,4", 15 ANO C"ANSEO I I' ~ , LEi fE\/ATION I J ~~ \1~~:~~:~~:*,,~t~~:~lV5 c 1;;j::~~~~J~~:EH~~sll'2m/c3IR~A :!:; ~:lTDLIL~~T[F~~ND,G~:~t~ii~yT-:IEE~R?ES 1000 L' < A -----.J : a: " q':(J~~.(.... ~'~v,v" ADDEO 'lOT[ 6 &:: ., TO i VIEWED FROM EXTERIOR '.."".<' ONE ay 8eCK "'cL.OUT, i DATE: I2iI9i03'SCALE: NTS :DWC;: FLEX0020 S'-<EET 1 OF 2 ANCHOR :NSTALLATION INSTRUCTIONS (co~n ! I I 11 1/4' :olIN, I EMBEU~ENj Lj r r-r ! /lX2'X3-/8 TUBE ML'LUON DETAIL C r 1 X 2 X 1/8 r:~ ruBE MULL!ON r=::- itB x 1/2 SEc... T 1~.,pPING SMS ONE llYJOO~\ !lUCK BY ClTHERS Lj \ - --- .-::::= ? DOC S.rl.---; .lAMa (Typ,) 1000 S<ic~, ~A~i cry?) GENERAL (CONT): ~ CONCRe:~e: OR MASONRY '3'1' OTHERS . Lj , ~ iF= :f II ~ ..- .8 X 'IZ SELF \.. T APP1NG SM$ ~I ":~ I ,,~ T/ ro: I '\2"-INS"7AlLATl<JN ANCHC~ 3/1G; DlA I U TiloPCCN seRE"" ANc~aR (TY?) : EX'ERNAe "VLLION INSiALLAT!CN CUP "CWON /1 ~ T1~~Ct~s '7olc~~DT~ c~r(~.f.:~: 1~~D 4 J'V- & 2" x 4" TUBE MU,UQNS ARE GSEO) !:!< T ;:JJ "' f SEALANT atTVEEN "'L :.Jumc~ :'"LANGES $. :--ULUON fiB X ~-V2 St:Lr -A.?PING S"'S 2 X 4 X 3/E! '\ ! ;u3!" ~t;LL rON ~ ! 1000 S.H,- I JAMB (TYP.) I ;:JJ .~ '-, StALAN"f B(T....'EEN 'L. ';'l"JDOV ""lANGCS L lo\UlLlDN lJ8 X 1-1/2 S(Lr TAPPING SMS I :1 . : r~'8 , 112 SELF ..... ~ TAPPfNG SMS SECT:CN A-A (2) SECTiON A A (1) rill x 2 7/16 x 1/8 ........1 X 2 7/16 X 3/8 Tt.:3( HULl..lCN ----I--. T lUON LOQ S H. \ r:::- JA~~O~l (;~"\ II I ~ U3€: ~u ~AM; ("P)~ ~ r '8' 1/2 SEL' ~ ~ ~ "AP?ING SM$ OE'TAIL 8 Il' r~1 rINSTAlLATION ANCHOR ~ I 311.' D:A. 1APCON II l seRE'" ANCHOR err?) , : I : ~ rSILL ct..? :~ / .J I r ~ l/~' M:ZN. ~ tM.9EDl'IENT "'- PRECAST Sl~ BY OTr-<~ AJXlliARY PlATE (FOR AllDlTlD"'AL ANCI-<CRS, V~E"l Rt:<U':Rt:D) = - lIa x 1/2 SELF" TAPPING SMS "i~ = ~ 'I Ii' Ir ~ It:' .B X H/2 SEL'':::'' \: ~ stAl.A.NT BtTVEE;~ \ ~5E;\lANT BE.TVEEN TAPP!NG $/o'lS ~:~~etl~l.ANG~ \ ;~~B~lt~ANGES U X 1-1/2 SELf" '- ua x I-lie SELf" TAPP;NG SMS "; AP?:t"lG SM$ .SECTION A A (3) SECT,ON A A (4) x a r I )( 4 X :)/6: Ii ~U;E' MUL':lON if'--,I TUBE ,.ULLlON I' I I'll II I :! Ii I II 'I 'I' 1,:, I" II 1000 SH."'" 'il JA<lmp, \ I Ii J [::. e~p~I,~~2 S~~LF ~I i " f:~~P~I~~2 s~~Lr J~ ~Ii L, !:r \' II' '::Jf ~ St.t\LANT BE. T\io::t.N "';NllOV F"~ANGES .. ~IJLLmN SECTION A A (7) ~-'\.~ \ i ~ f~D't ~ Iii I I I A I A d- , o ~ :n"~ o o MUlL10~.-7 ;';OC S.H. JAMlI cry?) tHl SELF" TAPPING 7 \.-{ SMS (TY" ) '-- l1El!llI.J ~ VIEWED FROM EXTERIOR o 1 y==l k: \ ... ?,J \ " SE:AlANT BETVEEN \.. ""L- ;"'11'111(:'',( F"L.ANG(S S. KlJl..UDN ita x l-1I2 SElf T APP ING SMS SECTiON A A (5) /;' FLORIDA EXTRUDERSI~~~~~~W'r.llii SANFORD FLORIDA TITLE: SER 10001; 500 F'_ANGE SHEET 1 OF 2 VERTICAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR DESI~N PRESSURE CAPAClTIES DRAWN BY: M.sH ' APPROVED BY: 'liAB DATSd 2/1/03 I SCALE, NTS DWQ.: 1 Vf1fLG .' / . -'" I:.~~~ u" ' ~lt:i I~;l~ >-.i1""> ~...J o . ,~ iJ cZ -' ..:' Ie', ;)] '\ "I S(ALANT 3ET'JEEN \. 'L \.t:NDC'" r'..ANGt:S &. "1ULLlCN 1lo8 x )-112 SELF" "A?P:~G SM'S SEeTON A-A (5) ~.: ?: I TwQ BY .OOD ~ L---. ~HERS 1 l~ a' "". - A- I E"B[D~ENT · .- ",. . I I I 1000$.1-1.- rlX2XI/8 LGOOSH.-\ rlxaX3/8 .;AMB ("TYP,) \ ~ TGBE :-1uLL10N J<l,MB (TV?,) '\~ r----.I..- T'V1!( ~ULLION ~ R1 (.Ie x 1/2 S(LF 1 ,~~ ~e x l/2 SELF' TAPPINQ SJolS TAPPfNQ SMS r==4L ,l~ ---I~ \~ ' ;JI ~LS'''L.At-lT llt""Vf:!:N \ "- "INDO'" FRAI'"t \ " ~lJl.l..rON '- ij8 x 1-1/2 SC:U:'" ~ AP? r;\iG $MS SECT'ON A-A (2) DE: AIL C ~~""" r w ! i , I II , I 'i~ !NSi~LLAT!~N ANCHO~ 1*9 IJVCD I SeRE\.! ~TYP,) I~ EX itRNAI. %LUCN. ~L ~ INStALLATION CUP f'(ULUQ{\l -/' -' V APPLIES iO HEA.D &. SILL WHERE; ,'" x 4" 8< 2' X 4" ToBE "ULlIONS ME USED , '.t: -' 2 x 4 x 3/8 -... TUBE I'IULUCN ~ I I lOCO SH'l ' JA/oCJ cry?) \ I ~ ~- ~ rc \ #8 X 1-~/2 snF"~" T A?P LNG SMS ...........stAUNT l:lET\,I(EN "iNDO.... FLANGES " .~UlLl[;~ HORIZONTAL SLIDER \~.......... I S(AI.ANT I1(TVG1>I "'--'- "INDC'.' F~A/'\t .. ~lJlL1J~ Ita x 1-l/2 SEU" rAPPING S1>lS SECT'ON A-A (1) d1 x e 7/16 x 1/8 ,~co SH;j TL;3E ~ULLl'JN yAM] cr vO ) =,;' i== tf:l <:::;l -' itS X ,/2 SC..r ~APPING $M$ #9 x LIe SELF' TAPPING S!oiS [APPLIES TO HEAD '" SILL WHERE :' x 2' & ,.. x :( 7/16" TUBE MULliONS ARE USED INSiAlLA7tOIIl AJ'<Cf.lCJ: I D E'T AI L B 1M! i~y:)oo~ SCREw II~ rs~ ~ ~"'l 1 V9' MIN. __FL EMBE:DME:NT I ~----r , I 'I :1 I :r..- !it" FRAME (FIN) SHEATHING l i ~ r T'.O BY 'oIOCD CAULK B€TIIElN BY JTHE~.. S ~ ~~~ .,~ BY :JT-<ERS I,.IINDO\ol FIN g. ---............ ,WQ I SdEAT',I''iG "'--- 'II: .~;;; 1 i INS'ALLATICN ANCHOR '~ I i \~~I il i #$ 'oIODD SeRE'oI SHO'oI' '---;--'.' -{'. III \) \j STUCCO OR SlD'~? BY _________: '.' mll:I!7 '\ I ;/4' ~AX J,HERS....11iIV \11 -I SH:M SPACE ~TER:LIr=====-'\:~, ,- I C'ULK I I,: I BY OTHERS ~ Y \ GLAZlNG crYP) ~!n~J' \ ~~~~ ~~T€~~ D (SEE NOTES) ~ I ~ f-- ~ I II' FI~ TPE II I "lNDO'ol FRAME I ~AOCR II II I wiKH~C~i'7:; -'1, ~ ~lJ~(~ ~~~ltIO~ 3/9 \ I 'Ir--' ~ , ~1./ !fS X U2 S(LF" TAPPING SMS: r if " '/4' ~AX ~ ~~ND~~~c"~lDTH II r- SH;M SP~ACE S~~5~'}~i~EEN BY C~HERS ~ SHEA,HING S~IM AS KEQ ~ II' \ (SEE NC....j:""S) I I . ~* / 1//\, I ,/1 U Tf \! ,.I'IN l\{' , I EMBEE~E'NT I I 11\ \<'J~CRE.) I f H il ~~ ffrDI .... 'I r~ I~ I ~~"" ",7 /Z",,,,, .~! / SEE NOTES) CAJLK;I ~HEATHI~G I BY JTHERS BY C,HERS F,,~ TY?E 'oII,~DV'oI .J S'uCCO OR i ,RAME jA,~B SICING BY i INS, ALLA TIrJN ANC-ICR OTHE,S -#B 'oICCO seRE'. SMOVN J I 1- 'oI~NDO'" I 1..J6 I ~~=1 I ~~p::j -i ~8;ij.r ii ~ J ',!IDTH -- 'Ii ';)I .JeT :>1 \ ,- - I SCAlANT Ii'ETW''E:"EN \ ~ V1NDC...... .RAME ~ ttS x l-1/2"'" ;EU~~1DN T A?P!NG $oMS SEG:'ON A A (4) lX4X3/8 TUDE MULLION ..-ie \ \ "'-~ ei~~~T rt~~~EEN ~ !faX i-t/2 'S;~~LlO~ fAPP;NG SMS SECTION A-A ( 3) ~1 X 4 X 1/8 TuBE ~1Ull1CN I ' :1 , I JM,~O~T :pH~' A~ SECTiON A A (7) ~ '\.~\ l' ;+Itl A JJj A 11 SHEJlTl.olr~Ci r--~. I II 'JINDOl,{ ~ 4 "'rf-~ // ~NCHJ~ SPACING (SEE BE'. 0 1.') T ir---r 'I I Y' ~ i~ EQUALLY I " SPACE I ~. ANC."ORS r Ii' (m) ! 3JG~ A -' i: 5' >\AXJ :: <TVP) 5' "lAX (TYP)''';''- EI EVATION ,!E'IIED FROM EX'ER'OR S" I &. JAMB A,NCHCR SPACI"~ ~ AJXIL;ARY PlATE C-JR ADDl';ll:r'h~L ANCHDRS, 'J':-olEN ~EQu.1RE.D) e 0 0i~ o -It I~ ~ I ;1-1 I : r..s x 1/2 SELr i TAPPING $H$ ~cCO s /-'.-"\ ,JAMB (Typ,> \ "ULLlD: 7 '8 SELf 1 APPING ~7 "-( SMS cTYP.) JlilAILj ~ ViEWED FROM EX'ERIOR I". " " FLORIDA EXTRUDERS~~~~~~~#'~i , . . SANFORD FLORIDA '. "e."Tl'1'LE' SER 1000/1500 FIN SHEET I or 2 . ~ II 'YERTICAl MUllION SECTIO~S , :"c.',. SEE OTHER S I DE (SHEET 2 OF 2) FOR .~~ , DESIGN PRESSURE CAPACITIES ,'.;/,' IoRAWN BY: HSH I APPROVED BY:. A B . '". ",' '')','r' 'Dm:,12/1/03 ISCALE,~HS '0'0'(;,: lVHFlN =:d r..-- '8 , 1/2 S.E'_O ./ TAPP1"i(i SMS ,I~ 'ii , [ y==l I I I I hJQ FIN TYPE ii\J1ll. ~J ; Illn /"' ....i~DO'ol FRA,~E !I I ~i/ L. I . I Ii I :i .1. LHARBLE SILL ~, S'OO'- BY I I I, OTHERS P(R:~ETER I " I C'\ULK I " BY O-MERS 4' I~. l/4' Shi'l t _ U9' '~---'c:PACE MAX 1I'8>~! INS~A_LACIJ~ ANCrl8R : I II #8 'oIoOD SCREw SHO'olN ~~I II SHI" AS _ REQ'D ST'oCCJ OR ~ mT~~' \ (SEE NO ~S) S;Dci~8E~i -I '~II.. ~:; : ~ <~;~',~'.',J.. . /.' Mt.~,~,:':":"" CAULK BETI>IE:EN I ~~ I W 1C _v"", - ~"(,I 'oIlNDO'ol F;N --I 3~bi ._ q! .....t!>...,,~\l'k'!,!.}h.. REV DESCRIPTlON-jDATE I Ij\;I So S~EATHING SHE.A-f-lJ.NG ~ ~ Q ~ ~ /(-; ".,., t:"" "", B jREV1SC:D NQiE ! TO 110/' r'3 R A BY OTHERS >:, ET oIG BY 'oIOGD ~ 5" " /. ! "'_"_' IAOO REOUREM'" TO ' v !' ,J ~ 0> BV ,".~'HE,Ro ,. '" ~ j'(..;t, " :;!';. '.:.c ,USE ADrlES,~e CAULK I I - I.... -J. < ~ ~ 'Il (0/..... ~. '!t.j'~l,..-'J AT SHIM '_OCA'rION i ! i ~ "'~~~~!;:.::,.~.1..:.:~~~{ c IIR~~:~~~o ~~~tt,~~IL i'2/Q~j R-..JA '" ,', ALTERNATE I Iw ;:~ Ja.I'-~N 1,y,.Nr")"" V" ' :~!~~ ciOO -" & c c ~~ g~ o . ~ iJti y==l ; : ~~ ';)1 ~~,' S~At...AkT B[T1oI=:(.1\( "-- '.I!NDOIe' F"RAM( t. MULLION ~8 X i-~/2 snr '; i\PP[NG SMS SEC'ON A A (6} leY' 'i -"7 \~.:::- SEALANT B~ n,=:Z:N '-- \"I!NDCW' rR:A~E L r-lULl!CN '- \fa ;( l.-1/2 S(Lr T N'PING $MS SECTION A A (5) I.JIN DO\J HEIGHT HEAD "'DaD SCKE'.' 24' C C, :-lAX . TJ 70 PSf C? SEcrON 8-8 .~AIL' 7' C C ,v,AX, . 46 PSF TO 7) PSF D P NAIL, 10' = C "AX . TO 45 ?SF D.P IMPORTANT INfORMAnON l!r. GENERAL NOTES Trese notES are provided to er,sure proper irstallation of Florida Extruders MlIestone products and must be followed fLily. GE~ER.AL INSTALlATION INSTRUCTIONS R lTYPICAl MlJlUON TO CONCRETE ~ JAMe ~ r tOCO P.\J./DESIGNER ,~ lOCO P,\t'./DESIGNE (APPUES TO JA~B WHERE 1 ~ X 4" T' ~ ! SILL en?) SILL cry?.) & 2~ X 4" hlSE MULLIONS ARE USED) 'J nt r~~p~l~ci\;lLr r' /,~~p;I~6\M~Lf y....ONCRE:T~ OR MASONRY""""""",--.. 1/\ l Ii / . BY OTHERS " \ i,] Ir' 'III "II I X 2 , :/a I"''' III Ii , v 2 X 3/8 I '\ I[ INS1AlLAnCN 'NeHCO 3/10' "A- WlI II r . '" TAP'CCN seRE..... ANCHOR (n?,) L:HJ' TUB( ~lJlLlCN :"~, J- ~ TUBE" I-1ULLlON \ Ir~1 EXTERNAL I'iUlLIOIIj / I ~1~t~~T rt~~6g~-- ... ONE BY I,.(OOD--/ \ II ~, rNsTAu.ATlCN CUP \~\ '-='ir · .uLlleN I)' . L-. I BUCK BY D"HERS 'Q 11 I ' I !I I ) S(ACAN1 'U"-'E[j .a , 3/' SEL' i "'-.a X 3/' SELF I' \ ii, ~UU.10N ~I~BE~I~LANG(s '--1000 $.11, ;APPING $l-1S '- ~COO S.H. T.4ppn-lG $MS r HlQO P,V.l]E:SIGNt~ I H(AD (TYP) ...[AD (TYP) SILL cn?) 1 ~'i~~~~r ,t~~~gN SECTION A-A ( 1) S>CTION A-A (2) rr I · MUL'_ICN 1000 P\UDESIGNER ~ ,Dca? \I /DESlGNER / ~~p;,~,i'rs~fL; x . '3/a I i SILL mp,) I SilL ayp) )f'ilIr "' II, TUEE "ULUON I n' r~eX3/4SEl..r n r"8XJ~4SELF' .11 il II / ~APf'>rNC SMS 1 X ~ ill!) X ~J8 II / iAPPING S.rMS 1 x 2 7/.6 X 3/9 '..... 1 ! il:r-f"VII1 "II r TuBE "CldON 11'.'11''1111 'lirll ,'UBE "ULLleN I~ .11 II _ .11 II SEALANT SUVEE' \ Ii ! : r,. ]i I SE'CANT SE('Jt(~N. L~ I rI~~~:c~_ANGE L I . J ......!NDOV FLANGES _ L-J ~ '-- I I · <UWON 10 ., .. If, "\"8 X '/4 SEL' 1'1 II ~ie X 3/' SEL' "-." , ~ L 1000 SH. T~PPING SMS '-- ~~O~n ~(~'yp.;APprNG SMS ~2p~r~'s~;LF' S(ALANT 3E('JE;EAD ~~~1'ION A-A (31 SECTiON A A (4) ~~2DS(~,y>) SECTION A-A (7) \f1NDO,-," rLANGES &. ~ULLlCN r 1000 P.W',/DESIGNER S(~l.A.'lT B(T'.J(f:N Sll.L nYPJ 'w"~ND[J'" ""LANGES ....., /is ~ 3 'F\ f-iULLlON It ^ ./4 SEL TAPPING SMS 1 X 4 X tlB :"~ III ,. II r TUB€: "LLUCN 'L, I il 1) SHIM AS REQ'D, ,~T EACH INSTALlATION ANCHOR WITH LOAD BEARlNG SH1M. MAX. ALLOWABLE SHIM ST ACK TO BE 1/4". APPLY A BEAD Of VULKE!>\ 116 ADHESIVE CAULK OR APPROVED EQUAL AT TdE FASTENER LOCATION PRlDR TO INSERTING THE SHIM TO ADHERE THE SHIM TO THE SUBSTRATE AND/OR W1NDOW FRAME. FULL BEARING 8ETWEEN THE SHIM. SuBSTRATE AND WINDOW FRAME ARE REQUIRED, 2) USE SIUCONlZED ACRYLIC CAULK BEHIND WINDOW flN AT HEAD, SILL & JAMBS, 3) USE SIllCONIZED ACRYUC CAULK FOR PERI~!ETER SEAL AROUND EXTERIOR Of WINOOW FRAME. 4) WI~,)O'lv FRAME MATERIAL: ALUMINUM AllOY 6063. [SEE SHEET 2 FOR CONTINUATIO"l Of NOTES) FLORIDA EXTRUDERS 1~~~~N~i{&1~\~~ CERT1f1CArr 0" AU~HOR,z"T'ON '0, 923S SANFORD FLORIDA TtTLE: I~STALLATION I:ETAIl \.f1#8 SCREwS OR NAllS HORZ SLlDlNG eIN \.flNDu\J - SE~IES 1000 DRAWN BY: BE i APPROVED BY: RJA DATE 12/10/03' SCALE: 'J T S i DWG.', FLEXD028 Se<EET I .oF 2 I \,.Ii liJ ~ L J 1/4' M;N. DI]:ECM(N1' SFCT;O,'J A-A OETAIL C ~'>,~ I~H-T L- "1 I!@ I [I APPUES TO !-<€AD de SILL WH(RE 1 ~ X 4. ~ !t: 2" X 4. ~ TUSE MUlLJONS ARE LlSEO D[TAIL C \ .1 \ /1')- ~ S~EA T"H.~ ! 1.1 \ I 1ti ~ INS~I\LLrrJN ANCl-<CR ,..g .....000 J / SCR('vI <TY;>.> I?{EX~[RI'Al ~ULllDN , j :NSTAllA'rlON cur:> '.D 3Y .ODD I I ) BuCK B'" eTHERS I I I I I ' 1ft! I I 'UlcICN , .... If i I~,~\ ~<' ".", ) j~ I ?~~ ',1/ \i \1/ L-. A :/ " I I ~ J Il1~11& II ,- O;~;DM~~; I i~ 'III;: ,"EO FROM EX1"ER!OR r 'OCo P '" /DES1GNER r ~2CO ?'J'/U(SIGNtR 'I AUX11IAPY pi ATE I I SILL (n.) SILL (rYP) i 'fa' "Dil1"'1 "'C~". i"'"l00:f:QI..)!"1.:(>> 1 a~:P;I;G\;iLF" rL /~~p~I~6\~iJ.r i. ~ j ~ 1i'11i III "!I I..! 0- -0 :, \ y ;L~E2 :Uc':l~N {~(' jJ---Y-1 ~U~/.~l~~~": .,,~O"~ ! - - I ]1' , Pt2' SE"'Nl Sny",N ,) I I I .~ i , I \ 'V1NDC'" :"LANGES I ~ I ' ~ 'r-- " o,(UlLlON 'I , . , I \ 1 I S~fto;A.I'<.T }t:T'J'EO~ ~a x 3/4 Stu" I ~ Ita x :)/4 St:L~ i :'~C:e~!::'N,-A.tJGES '---I:CC S,H. "APP!NCi $~S \- ~JOC S.H. ':"AP?I!'l'G SMS i H(A.D (lYP) H(AD (i'J'P) ~ seALANT BET\,I((N ) SFCT ON A A ('2'1 '" C p ""(S[~ ""R \~:NDC'J 'LANGES SECTION A-A (1 _ I -" r I"C ,:' I, ~N. \, ~UlLlCN I SlLl, I YPJ r 1000 ?.... /D(Sl:;NER r 1000 P",v./UEStGNtR j SILL ei'(?,) I S!Ll <TY?) ~ ~a x 3/~ SEI..~ /lt9 x ::V4 SEl..F I /' !ft9 )( )/4 s\::r.... 'L / TIloPPINQ SM$ ~ TP,?f'>IN(j StolS ~I TAPPI~G SMS I . r!- x .. x 3/9 IL 1 , 2 7/l. , 1/8 L r I , 2 '/1. x 3/Jt.'YJ!r <''Vli / "cBE "UlL!ON ,~u III ~I "wEE MULLION Jjlll]1 \H I T:..B€ I-IULLlDN /1 r !' (' lSEA...w!' 'i'l' i , II ill' t-J aETW'" J : ... ! I S.(;AL.A.~i Bt:NtCJIt I L I 'fiiN:)CW F:..ANGl;:\ I '- I--....-....J I ~l~ep~l;NlANtiE~ & MUL....ON \ I r I 11 ~ I r -1= I : \ I I, i ~'-- "'-.s X 3/' SELF \Cr~", ~~oJ~ S(~'y?;APP"G SMS ~ \ liS X 3/4 SC..F SeCTiON A-A (4) TAPPING SMS '-1000 S.H. SECTiON A-A (7) -'(AD cTY?) ,....- DOC ;:'.W'./DE:S1GNER SILL cry?) r ~e X 3/4 SELF / 'iAPPINCi SMS 1 X 4 X 3/8 f'l' III ,. II r Tl3E "ULLlCN II ---1 '/Iayne A ~:.o~ <',!, E CI.(~~nt ~"' 3:71 ,~ 52583 i' ":{;;; , .1;- . IX DR 2X'1ULL ~ ~ VI[WED FROM EXTERIOR FLORIDA EXTRUDERSI~1'i5'1~W'rl~i SANFORD FLORID'; TITLE: SER, 1000/1500 FLANGE SHEE T 1 OF 2 HORIZONTAL HULLION SECTlONS ~1'iTE""AL CUP 1 l , JI I 1,- ~tl8 X 3/4 SEI-F TAPPING SMS 1000 S.l-'. HEAD <T y?) SECTION A-A (6) ~ :1 ,{ I I ~IlEl X )/4 SEl.~ '- 1000 S H. ";" ~PPING S~S HEAD <Typ,) SECTION A A (5) ,; SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN PRESSGRE CAPACITIES ,X OR 2X ,~ULL (TO) '~ DRAWN BY: MSH I APPROVED BY' \01 A B DATE:1?/I/03 IS<:ALE"'ITS Dwe;.: lHMFLG ( ~.s X 3/' SH' '-- lOCO S,H. TAPP1NG $io1$ HEAD <T (P,) 0;--- ~~~E~~1 '"t~~~HN ~CTION A-.u;D \ !. I<lUlUCN r \000 ? W',/DES1GNER S(AlAtH BET'<t€:E:N r ::00 P,'",'/D(SlG~t:R \ f stu cryP) :I~B::~;LANGE:!.......\ r S:Ll (TYP,) 'I ~ /" :~e X 3/4 SELF" l / !IJe ';( ):4 sur ~ APPING SMS T APP ING SMS \ r I x , x liB r I x 4 x 3/6 \ ~f:' ."' Ii 'Uii'" I,~~~ ""';Ci" \Jt=JCI=l ~ ' "'-.8 , 3" SELF I "'-.. X 3,4 SEC, ~ lOOO S.H. TAPPING S.'1S ~ 1:::00 S.H. TAPprNG S."I$ HEAD (TYP,) HEAD <"fYO) SECTION A A (5) SFCTION A-A (6) ~ APoufS TO HtAC 6e SH..l. "'''ERE l' X 2' & ,. )( 2 1/' SO TuBE MI)UJCl'<$ AAE USE.D ,.'"~''' .. _' T!lL...AT:O"'''-NC''O~ M8 'WOOD seRe.. "--(::';z. CUP J L, ..0' <IN I ~lolM:D~N" 'H<Jre A Sfoe.., ? f 548 a Hwy 27 C:ermO(l\,::l 34"~ I Fl '".;(:>)"'5$ ~o, 52SeJ tHJ X 1/2 StLF TAPPING SM$ FLORIDA EXTRUDERSI~Wci1'l1~W'JS;i SA..'lFORD FLORIDA TI'I'LE'SER, 1000/1500 FLANGE SHEET 1 OF 2 VERT1CAL MULLION INTO '-<ORIZONTAL ~ II in " stf!~;~,:, }~~6g y .. ,~ULl1CN FLORIDA EXTRUDERS ~lt~o~~'Eno~tD'f INTERNATION.A.L, INC . :lITLE'SER 1000/1500 FIN SHEE- 1 OF 2 I HCRIZONTA~ MULLION SECTIO~S , SEE OT,.,ER S I DE (SHEET 2 CF 2) FOR I DESIG~ P<<ESSURE CAPACITIES !ORAWN BY MSH I APPROVED BY \JAB IOAlE'12/1/03 iSCALE,NTS 'owe; lHMFIN i ')~~'-"=1' t,l~ "..---" "" ~' '~, '. ~ '?" . . t . 0 " .,'" ". 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TAPCON 0" FROM ENOS' (iINSTALLATION ANCHOR &: 1.3-1/2" OC, MAX BY airiER 18 SCREW {CAULK BE1'Vtt:E:N WOOO 2 BY 6 OR~~ BUCK & MASONRY 2 X 8 WOOD . OPENING BY OTIiERS BUCK BY OIrlERS (SEE NOTE 16) ~ <J ~ , t SHIM AS REQ'D \ <J 1-1/4-" !.!iN. (SEE NOTES) \ ~ 4 'OCl EMBErENT j--== == =>-- -- -------- 1-1/~" MIN. I EM6EjlAENT --- S11JCCO BY OIrlERS ~~ ~ l)~ PERIMETER CAULK 8'1' OIHERS :;;;; ""'" 1/.... MAX.- SHIM SPACE: DOOR FRAME HEAD EXTERIOR ~ GLAZING ~ ~ (SEE NOTES) DOOR HEIGHT ~ f-< ;:: ~ = ({ CONCRETE ORN"\ MAS~RY OPENiNG BY OTHERS <1/" U8f.RALL y APPlY CAuLKING J UNDER SILL OR SET SlU iN BED Of CONCRtTE <1 ... ~ (] ~L <1 I( '\1 .,. 'J TWO BY fRAMING BY OTHERS iNSTALLATION ANCl-10R 18 SCREW SHllA AS REQ'D (SEE NOTES) SHEAT11ING~ BY O""RS \ V \/ \/ 1\/\ I I-l/S" MIN, / t El.lBEfMENT I/~' .J- SHIM S? ACE STUCCO BY OIriERS [1c~ ~ ~ =.= iJI. 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INSTALLATION ANCHOR 1/8 SCREW /5T'NO BY FRAMING 8'1' O11-iERS ~,~ ~~t~i~ I __srucw I ~ BY 011-lERS , /4" MAX. ~ DOOO 'MOIH - SHiM SP....CE ~: I) OOOR I.lA n:Rl~: "LUIoIIIiU\,l mol' $Qe3. 2) lAPi:ON T't'P! INSTAU-O,'!1ON ANCli~ 0 Slll. IIUST 8( Of' SVfF10ENT LENG11-l TO ACHIM MIN. EWaEPMENT Of 1-1/+- INTO \,lASOORY OR C()(ol~E1<. 18 SC?t'.... iNST"llAI1Of'1 MCHOOS \,lUST Be: Of SUmClfJlT UNG11-l TO AQjIM A MIN. Ol&O~ENT Of \" INTO rIIO BY FRM/E. ~) "Lr~NATt T~ INSTALLATlON ~CHOllS fRQI;T TO BACK iN f'RAIJE SILL .) us€: CAUU< fOR PERiMETtR SEAL AAOuNO EXTtRlOR 0. D~. 5) If' EXACT DOOR SIZE IS NOT USffi) IN INST...LJ.AT1ON ANCHOR CHART. USE ANCliOR QU~'l1fY USTEO 'Mlli NEXT UoR<;tR Slit. fOR 11-lE Al'PROPR1... TE O~GN PRESSURE REQ'O. 6) fOR POCKET DOOR StZES USE CloseST S'l?ASS DOOO Slit '" CONFlGURATIOIl TO FiNISHED OPENI~, 7) INSUtAm) GLASS ~\\N, SlN<:U: G<.Am4G I\1.SC M'PR<N(O. ~PtRE'O cuss THICKNESS MAY VARY PER REQUIfl(MENTS Of' ASN (1 X>O GlASS CHARTS. 8) N.!.. fACTOR"" ~Puro HOLES NOT Cf:SIGNEO FOR INST..uATlON ANCliOR S/'IOULD BE F1u.ro ~11-l 18 SCRE'HS OF SUrf'1ClO(T LENG11-i TO PRO'llO€ MIN. 1" EJ.!OCDMENT INTO \ljQQ() tRAMlNO. ~) J....YB / S1ll CORNERS ,l,RE TO 6E SUW) \14TH A SIl-'U JOtNT $(AM SEIoLER. 10) SHl'4 AS RfQ'O. "'T E.... SET Of INSTAlLATIOO ANCl-iORS 'tllT<-l LOIID flEAAlNO SHiM. MAX. 1\ll0WA6U SHll.I STACK TO Bt 1/4". 11) AlL INSTI\l.UT1ON ....NCHORS MUST ElE IolAOE Of COl'lROSION RESISTANT \lATUlIALS. 12) ~JS;~.{ONREP~~TS 1010"'1'10 PJoNEl. AND "0" REP=./T'S rua:t> PANEL .....PRO\.1i:O CONF1C<JRAT1ONS ME "'5 UST'ED 13} ~o~~ =%R.t~I.ON.J,~~TEr% ~OT~~~&~~Woe:t~~Ft~~~s~Tl\l.UnON SECTIONS "'d". 'H" I.) MAX ALLOWABLE Sl'AClNO ~ T~CCN ANCHORS TO BE 24" D.C. 15) stR1ES "20 SlJOING GLASS DOOR IS SHO~. 'TI1IS PRINT AlSO -'f'PliES TO 4JQ o!r; <<() SERIES. \6) DESIGN PRESSURE: CAP~Cl1'( OF PROOUCT is ~o PSF'. .. -- .. -.' SECTION B-8 / / i\ '-. ~ '<::>" .,,- GlAZ1NGJ (SEE NOTES) =0 ~ J !rucu BY Dl1-jERS SlIOING GLASS OOOR INTERLOCK HOOK STRIP DETAIL 3/16" DIA. TAPCONS IN SiU 61 pSf TO 70 PSF DP 3 .. 5 7 3 3 5 7 5 6 9 1; :S ,<) 9 13 0-- 6 8 11 5 6 9 12 1 9 12 7 9 14 UP TO (5 PSI' DP 3 .. 5 6 3 :s 4 G ----'f;-- -.- :-) 6 7 46 PSI" TO 60 PSI' DP 3 .. 5 6 3 3 4 6 I) 7 9 5 6 1 9 5 5 7 8 5 5 7 8 6 7 9 6 7 9 I' I!/; iO 5 6 8. 11 5 5 7 10 5 5 El 11 5 7 11 6 8 12 18 IS SCREWS SCREw IN HEAD EA. JA~B UP TO 4{'l PSt 61 PSI' UP TO 45 PSF TO 60 TO 70 70 PSF DP PSF DPIPSF Of DP 3 3 3 4- .. 4 4 4 5 5 6 4- 6 7 8 4 3 :3 3 I) 4- 4- 4- 6 5 5 6 5 6 7 9 IS 5 5 " . G 6 7 4- -/ 9 10 4 9. 12 I 1J, I 4- 5 5 5 I 6 6 IS J, fj 8 10 l'?, I " -_okLo -.--J?- --i~i-'l 5 6 'I ~ 'I 9 10 4- 9 12 14 4- 5 5 5 6 5 6 7 6 7 10 11 6 10 13 15 6 6 7 a 4 7 9 10 4 10 13 15 4- 6 8 9 6 8 10 11 6 11 14 17 IS 3/16" DIA. T APCON IN HOOK STRIP UP TO 70 PSF DP 5 5 5 5 6 I> IS 5 5 5 5 5 6 6 ~ 5 5 5 5 6 6 ~ 5 5 5 6 6 6 I)()()R \'110 Tl^ l, fil ;/;8 11 ~E~T J 1-i/4" MIN, '::; EMBEDMENT '" 4 <1 I SECTION A-8~INSTALL.AnON ANCHOO tJQ]li: 3/16- DIA.. TAPCON I) DOOR MATERl,l,J.; M.~~;.'MI All.O'l' ~3. 2) TIIPCON T'1'PE INSTAlLAnQ,~ ANCHORS 0 S1U \,lUST BE: Of' Sl.JffIClENT LLNGT11 TO ACl-liE\'E WlN. El.l8tl:iWOO Of' 1-1/4" iNfO liASONRY OR CCf<O'l(1'(. 18 SCREW INSTAl.LAllCfl AACHORS ~usr at OF SUmOENi LrnGTW 1'0 ACHi!\1: A 1oI;Ji. 048~ENT OF I" INTO TWO BY \IlOOO 9'JCK, 3) ALTERNAn: TA?COO IIIST~TJON ANC<iOflS fRONT TO BACK IN fRMlE su. 4) USE CAW< fOll f'tRI~1tR SEAl AR~NO EX1ffi10ll OF DO<lR. 5) :r EXACT DOOR SIZE IS NOT US1tO Itl INSHlLATION ~CHOR CHAAT. IJSE ANCHOR QUAN11fY USTEto 'ltIlli NeXT Uo~ sm: FC;A THE APPROPRIATE Dt$lG4 PRESSl...'RE tlEQ'O. 6) p~ POCKET ~ sm:s USE CtOSEST a'1?~SS O~ ~zt &< CONF1G\.1AATI~ TO f'INlSI-{ED Of'ENlNG. 7) INSVUoTED cuss SHO~. SiNOl.E GUZiNG ~lSO ^"PROI'fO, TOoI?(REO Ol.ASS MCKNESS WAY VAAY PER REQlJIRlMENlS OF A$Tld El300 Q..ASS Cl-IAA1'3. 8) ...u. f'ACTORY APf'\.JEO HCUS NOT DESl<JI;W FOR TIoJ>CON "'NCliOR SHOULD Bt: F1U.EO '/4TH ,a SOlEWS OF SVmCltNT lfNGrH TO PflO'1\O( lIiN. '" E1.l8ED~T !:-\TO TWO BY 'IIO(f) BUe!<, g) JAloIB / SIll. GOO.NtRS ARE TO BE SE:AUO WIn; A SlO.o\LL JOINT SEAW SEIoLER. 10) SHllol"'S REQ'O. ...T E.... SET OF iN$TI\ll...i1ON ANCHORs \\l'Tl1 lOAO BEARING SHiM. MAX. mOWAaLE SH:iI STACK TO ~ 1/4". '1) ,I,U, INSTAUATICl-i ...."ICHC/'(S IolVST BE ""ADE Of ~Oi'i RESlSTANT MATERlJILS. 12) 'ilIiERE"x t I' REPRESENTS ~O""NG PANEL .......0 "0" RE~SENTS F1XrD PANEL ,APPRO',U) CONFlCURAMNS ARE "S USTEO ON INSTAlLATION CHART, D) NOT ALL CONFl(;lJRAn~ USTEE> ,o.,sO\'f: "'RE SHOv.N ON THIS ORA'InN<). H<lWEI'ER INSTAl.LAllON SECTIOOS -A-A", "13-6" &< HOOK S11';iP OV.AJL APPlY TO iNSTAI..l.ATlON OF ,I,U, "'PPRO...w COl/f1CVRATlONS. \4) !.lAX AUOWABU SPAaNC BE1'i\IEtH TAP~ ANCHQ!tS IN fRAME Slll. TO BE 2." O.c. 15) S(RIt:$ .20 SlJ:l\HC Ct.ASS DOOR IS SHOWN. TH1S ~INT !\LSO APPUES TO ~ .It 44-0 SUliE5. 16) 2l<& OR 2X8 WOOO BVCK TO ae: SEClJRaY F~Sn:NEO ro TRAASFt:R 1'H€ LOAD TO THE IlASCNRY, CONCflCfC: OR O'Tl1El'l: STRUC1VAl. suaSTllA!t. 17} D€SIGN PRt:4SSURE: C.-JlAClT'!' OF PROOUCT TO 8E ~.O PSF. PERiMETER CAUU< BY OTHtRS ____ ...- S11JCCO -- BY OT11ERS I 1/4" MAX. - D~ 'MOTH - f--SHIM SPAC<: SlIDjNG GLASS DOOR \ \ HOOf< STRIP t. 1\ -..... /. ~ON~~;~RY OPENiNG <1 BY OTIiERS I ....~ B EXTERIOR ELEVATION A- ~ #~* tOOt .,. CIwby Rd." ComllIon. TX 75006" P.O. Bel 819022" O<lb, TX 75381 :lfl.A IIfl(; 0f:SCRIP~ SERIES 420/430/440 SLIDiNG GLASS DOOR INSTALLA nON DETAIL WITH TWO BY BUCK IN MASONRY ;; flY I ()<<l)_ &Y SCIoU: N / A C.11: I o.c O<\IWOCR 12/03/02 8 I GEN-0027 00l~ INSTALLA TION ANCHOR CHART CALL SIZE & CONFIGURA TlON DOOR SIZE IN INCHES SUOINC GlASS DOOR \ HOOK STRIP I ," MIN. EMBEDMENT 1 SNeeo BY OT11f:RS CAULK BE~N 'M)OO &; SliDING GLASS DOOR HOOK STRIP 5056 XO, ox, xx 6068 XO, OX. xx 8068 XO, OX. xx 100$8 XO. OX, XX 5080 XO. OX, XX 6080 xo, OX, xx ~gg~o ~6. O~x. ~x 7668 0'1.0 9068 OXO 12%8 OXO 1~S oxO 7680 OXO 90800XO 12080 OXO 15080 OXO 7668 XIX 9068 XIX 12068 XIX 15068 XIX 7680 XIX goao XIX : ~~ XIX l:>u8u XI X 10068 OXXO. XXXX 12068 OXXO. XXXX 16068 OXXO. XXXX 10080 OXXO. XXXX 12080 OXXO. XXXX 15080 OXXO XXXX 50 X eo 72 X 80 96 X 80 120 x 80 60 X 96 72 X 96 96 X 96 120 X 96 91-~/. X 80 109-3/4 X 80 14-5-~/. X eo 181-3(. x so 91 -3/4 X 96 109-3/4 X 9S 14-5-~/4 X 9() 181-3/. X 96 88-a/15 X 80 106-Q/18 X 80 142- Q/18 X 80 178-9/16 X 80 88-9/18 X 96 106-'/\8 X 96 142-9/16 x 96 178 9"8 X 96 120 $/8 X eo 144-~f$ x 00 192-5/8 X 80 120-5/11 X 96 14-(-5/& X 96 1~2-5.11l X 96 INSTALLATION ANCHOR 18 SCREW CAULK BETWEEN SHEA THING &: HOOK STRIP BY 011-lERS {'(""THING / " 0'"'" ~~,,,: y\ .F "\ /_~i,()"" . ,// '/ ---- \ '- -(I '- .' \1"..\ J/16" DlA. TAPCONS IN SILL UP TO 45 PSF Df> J 4- 5 6 :3 :s 4 6 5 6 7 9 5 6 7 9 5 5 7 8 5 5 7 8 6 7 9 6 7 9 -40 PSF TO 60 PSt DP 3 4 5 6 ~ 3 4- 6 -5' 6 7 10 5 6 a 11 5 5 7 10 5 5 8 11 6 7 11 6 8 \2 I' I!/; 61 PSF' TO 70 PSF DP J 4 5 7 :3 .3 5 7 ~ 6 9 11 5 5 9 13 :l 6 8 I' 5 6 9 12 1 9 12 7 9 14- IS 18 SCREWS SCREW. 18 SCREWS IN HEAD EA. JAMS IN HOOK STRIP IJP TO 46 PSI' 61 PSi UP TO UP TO 45 PSf TO 60 TO 70 70 PSF 70 PSf' DP PSF DP PSI' Of DP Di> J .3 3. 4 4 4 4 4 4 5 5 is 4 4 6 7 8 4 4 .3 :3 :3 5 5 4 4 4 5 5 5 5 6 (\ 6 6 7 9 () Ii 5 5 e. 4 4 6 6 7 4 4- 7 9 10 4- 4 9 12 14 4 4- 5 5 5 (\ 6 6 6 7 6 6 8 10 12 5 5 10 13 16 6 6 5 5 ~7 4 -. 5 6 4- 4- 7 9 10 '" 4 9 12 14 4 4 5 5 5 6 6 5 6 7 6 6 7 10'1 6 6 10 13 15 6 6 6 7 "4 4 7 9 10 4 4 10 13 15 4 '" 6 8 9 6 6 8 10" 6 6 11 14 17 5 5 l rll I!/; ~~T J DOOR WlDIH A- EXTERIOR ELEVATION A 1001 W. Crosby Rd.. ~l'ToalQl1, IX 75OOQ. P.O, ~l 819022 "001m. TX m81 ~~~ O(S(;IlII'TlON SERIES 420/4.30/440 SLIDING GLASS DOOR iNSTALLAllON DETAIL 'M11-i 1WO BY F?AMING SCoILE N/A OArE ~ ~'WBfJl 12/03/02 B GEN-0028 ~.... !l'1' BB ctl.~ ~ ~* I CHKtl. 9Y w () I- a z w (9 ~ I- a a LL w 0:: ~ :J CY CJ) w ~ LL<::O::: '00:::0 w LLLL ~W"",f- O""Z ~-O::) X~O:O O::)LLU O::OZU a."",w<:: a. "" ~,_ <::0<::0 WO:::~Z erLLw <::zo:o ow<::o W~(/)o f-~ZZ o 0<:: ::)w-w oer(/)~ (/)<::z . W(/)w<::z e"z~a:Q ~QOof- o(/)erl-C) o6jQ~::J LL-.::O:Ua. w""'wOa. o:::or-a5<:: <....J~ :::J 5....J .er< (/)<U)O~ O:::....J"- ....Jw....Jo ....J>;;;ZO::: <::0;::.<::0 we""", :r: ~ N f-.U) :S: lD '-'Zw <tlDM (/)~Qo O:::C'/lD . of-O OM~ 0::...,. U)lD-J wz.....u w_IIlLl. w<~~ II'*\:. ~t;;-z r-r--JlLl e"o:::U6 o:::LLLl.Q. zww....J 00.. WOB;SU)LLZlfffi W~U)a:10Z00 .0 I.......Z wj::ZlX f-o <r:UJu;....J 0::::=::) w..z...J~>L5ooco o<::a.:r:W(/)[LlX.... f-w <1!t::ero <1!CO-J [{3ger38zercilLl a:1w::)>-o<::::) c( W....Jf-....JC'\jOf-o:!X 2=o3:gS1:::r:~gc(~ er""'f-e"O::(.)c; 8~f;)83:U)tnDD . ~~....J U) 'ti; ~ ~ ~'U ~ ~ ~~~~ I en ~ 0 U)<<Sa.e" Q)c88 - '0.0 IT: ....J co.- - ::) ..ent;::co OQ)w e"aU ~ ~~ ~ ~)~~(j) ~il' c::::JO <(CO ....J <t 0:: r- ~ o U) (/) w o U ~R ~~ ~~ ~3 <....J (Y) (Y) er LL C'I C'\j o *' 00 . ~ CXl CXl (/) [L O? 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(f) --1 - <( I- W o I- a z l- I (9 0:: >- D... o () SHEET NO. a. 0::: o U W ~ o I (/) ::) ('I') o o C'I @ S-15 LAST PLOT DATE October 11, 2004 SGD INSTALLATION INSTRUCTIONS (GENERAL ALUMINUM) MASONRY INSTALLATION CAUlK Bn'.'EEN '.'ooD " . S BUCK ~ MASONRY \ Ii l!'olSTALLAi .ON ANC~OR 1/4' MAX 11 Sf'.M A i:;>EQ'~ np[N'NG BY OTHERS I 3/1&' 0:1>,. CONeRE-E Sf'lM SPACE r ';/lOAD ~ . SCRE'.' ANCHOR BEARiNG $H,H ~~~o:g REQ'D "10 SCRE'.' CrYP '~HERE !110 SC.~E'.' ITYP, BEARING SH'~ l \ " '''''''' "'" """'" ;1:':5 i=;' ~ II - ~N~ B~ \,';iD S '\ APE NOT RE~'D) I Ai<E NeT ?c[l'D) I v_K Y ~ HER CONCRETE OR MASONRY""",,\ \ \\ L I V~ CAULK B(T\,'EEN DPE~lfiG BY DTriERS \ \, \ ~: L1l MASONRY OPEN1'i~ \1... ~ 0 p ~~l~t~o'1~:~ ~~~~:ENG~;~;SS DOOR ~ ;:;:\1 ~y\'gf~E~~cK . I' I 4' "AX ,( . Ii'<S-ALLATIO:--i :ItSH:M SPACE I 1= \ '/ ANCHOR 3/:S' , ~::::: ~ ~ 1\' D:A. CONCRETE ~~Tor~~k~rl -.-/-:/:; -;~ r1- <- y ~ ~:"I III p --~I SCRE\,' A,NCrnR r ~ I~I , Ji.J Ii ~- CONCRETE OR DNE BY \JoOD I ~ I iiiL.......-... ~ :/@,- J I '-=;f""=1 1 XASONRY BLICK BY OTHERS ,1 ~ - IW -E~PERED . J 1 J' OPENING BY / '" Q In ' GLASS lirP) !';: I OTHERS J ~ ----.,.. ~~'~iT of~t~~H PERiHETER CAUL~ ---------- - I BY CTHERS , PERIMETER CAUL~' I I "I I By OTf'ERS I ~ S G.D '.;I8TH ~ I SUD1NG GLA$ I 1-1/4" ~~IN........; ~ ~~~ri FRAME li [XCERISR EMB€:DM€:,'T -! 1 SECT JON 2 ONE BY 1.'000 I BUCK BY \ OTHERS ITYP.) \-<-11' EXTERJOR ~: ~\ /1 CAULK EETVEEN ;\ASDNRY II DOGR OPENiNG ~ HOOK STR]P U HEIGHT I 6 / II' ,\V 6 /^ (,1 CONeRE T E OR II ~ 7 \ = U --------- flASONRY II ^ I \ IJ"--- OPEN1NG i I ~66~I~OO~A~.s~;~i><~ ~ BY DHRS ~L ~~ ~~ rWJll~liji I! i6bW1~'~~~~~~~~~~,11 ~~T o~2~~~ri :AULK BETVEEN MASONRY ::-::. OPE'iINCi ~ '..ODD BuCK I ~ i PJ I' BY OTHERS 'I J I TEMPERED GLASS _~ :L-n---!t5J '- . l'ii ~ '-- PERio'1CTER CAlILK 1 ~. ,.a (TYP,) BY JiHE~S _ HODK STRIP DET AI, r I I I OVERALL SIZE CALL. SIZE 50&8 xC), 0,(. xx !I 6068 XJ, OX, XX 8068 xo, OX. xx :0068 XD ex xx 9068 oxo il2D63 CxD 6068 exo j10068 exx], 12068 exXJ. :&%3 Q;.:.10. I 200S8 DXXO, \5080 XO. OX, xx 6080 xo. OX, xx I S0'30 XQ, OX, xx 110080 XO OX, xx ! 9080 OXO ; :20'30 OX] 115080 cxe \-10080 oxXD, XXX X 12080 DXXO, XXXX :6080 DXXO, xxxx i 20080 CXXCJ, xxx'/. XXXX XXXX XXXX XXXX 60-:1116 , 80 72-11/16 x 80 96-11/16 x 80 120-11/16 , 80 109-518 x 80 145-5/8 , 80 181-5/8 x 80 120-11/1& x so i4~-:t/16 x so ;92-11/:6 , 80 240-11/16 x 80 SO-ll/j& , % 72-11/16 x 96 1 %-;1/16 ,9S i 120-11/16 x % 109-516 x 96 145-5/8 x 96 18)-5/8 x % 120-11/16 x 96 I 144-\1/16 x 96 192-11/1& x 9& I 240-11/1<; x 96 - ~~:{E4~M~~~ ~~ , I 1 i TE~rPERED I i ~""m) I i II ~ 19 11II i ~L~ NST AL l AT JON ANCHOR 3; :6' D;A CDC!CRElE SC>iE" ~'-iCHOR SlIDlNG GlAS\ DOOR FRAME SiLL \ \ i~ ,.( II 'J J . ;! I \ ~lNSTAllATIJN ANCHOR 3/16' DII>,. CONCRETE SCRE''; ANCKCR (1-3/4' ---, I I I I I i . I I ~lt! I : I I i 1 ----.; ">;,.:)' . .' :?:C"C-I.',,~:;, :;;J;V0 "'-c;j:eJ.~. EMBE D",P., T 1-)/4' ~l" --., I i I i~ I I I I if lifITt )I:t~ I / / / / ~ / f~ I I ~ I I He>,; 2 CONCRETl: DR ~ MASD'-iR ~ OPE."l ~,G BY 01f'ERS SECTION 1 EXTERlCR ELE\lATIO~ OX~ XO, XX DOOR SHOwN EXTERIOR FL[VATICN OXO DOOR SHo\,;r" PR~F'''~D. BY. F'~C1)v~' &. A,PPU(.A nON t '-i'G1N:[C~j~. iNC ?'50 :NT(~NA 1 1 Qr(.Jlol ~>.. v D. Su:iC 250, Hi.~ hRO'~' :c GR~ jA )2~~6 F'~(1N( .D' sos~v')~S r.A.).. q7 ~C$- 0)6~ FRAME INSTALLATION \0'000 ELICK ANCHOR ~ ' CONCR(1E OR ,'\ASONR' 3/i6' DIA. CONCRETO: I OPENING By OiHERS seRE '.; ANCHOR , BY OTHER$ , I C~JLK BETVEE~ "ODD BUCK I ' I ~ MASONRY OPENING BY OTHERS ,1-1/4' MlN. r 2' <TYP) I' i ""'''''' . -, ,I r I,~STALLAT!DN ANCHOR ",0 SCREv (fYPJ If I / SHi~ AS REQ'D \J/ LD~D l-.- . I o. I, oj ~ BEARiNG SH!,~ ~5g,'BoAl~;~ ~i. r ,;i;~L" Br aTH~R$ !J~ Ol-.- ~~i f EXT FiNISH I lfi Ik! U By C)THERS ! " I IDil1Jj PER!METE., CAUL~-1! l r. BY Dn'iERS Iii SLIDiNG GL.ASS ~ DOOR f RAMf: MEAD I lJ 1 -. ,:; CQNCRU[ GR ,~ASONRY 1-1/8' HIN. EflBED. ME'H - _ JPENl.NG BY OTHERS SH['i AS REQ'D ~ T'~J SY '~OOD 1,/1 LOAD " BUCK SI OTriER, BE. AR: NG SelM ! I :AJCK B~'~ESN vASONRy !NSTAI_LAT!ON ANCHGR~=. '4 ! ~ ap[~:HG ~ ";COD BuCK ~:o SC"E'.' (TyP.) ~ ,. By JTHE~S ,...1 \ I , '.'OOD BUCK ANCHOR S'_!OIN(; GLASS ~ ,3/.6' O!A C:JNCRETE ODOR fRA,"IE \ seRE", ANCHOR BY OTHERS JAME ~ ~~ I ' . - "-!r: j ;-d::,~';,'" ~~-~]~!~ X ['I 2' r i (1~P) .XTER;~R ~. \,' I if;:'';''" "^" J ,'I . ) i ! L PER;'~ETER;::/iAULK-../ V"'" -.11-1/4' "IN~ BY DTHERS - IEMBEDMENT CALL I SIZE EXT rINISH ' BY OTHE<$ __ S G D "lDTH ...111 1/4' MAX 1 r-- SHiH SPACE OVERALL SIZE CONCRETE SCREw ANC~OR CHART @ HEAD &. @ SILL I,\j EA.. "':A"1B UP 46 psrT 61 PS;" uP, 46. PSF 'Islcsr TO TO! TO TO i TO TO 45 PS 60 PSF i 70 psr 45 psrl 60 Psr i 70 psr ~ ~ ~ ~!~ I~ ~ ~ ~ i~l~ I~ ! Jo! ~I ~ I ~ : ~ 0<; 713310 7 7 3 3 3 0 '3 10 12 '! 3 3 0 11 14 16 ~ 3 'j 6 ili i ill Ii Eo 6 6 b 6 6 78 9166,6 9 11 13 S Eo 6 Eo (, 7 6 Eo 7 I 8 9 6 S 9 i 12 14 S 6 12 16 I 18 6 is =U' l~ SH1M AS RECl'D. AT EA S;Ei :If'" INS1AL..lAT;JN A~CHDRS U'$I~G LOAD B(ARI~C S.H1M. MAX. ALLOVA3lf:' SHIH STACK ,0 81: J/.v. uSE Sl-,'JHS vi-I(RE ~PACE GR(AiER 1'HAN l/lQ~ 1$ PR(SENT 2) DOOR flA"ER!Al< AL'J;\lNUH ALLOY 6063. 31 3/16' DlA CONCRETE SCRE" ANCHOR flUST BE or SUHICENT lE~GrlT TO .~CHIEVE ,"1tl1, EMB(DM(N~ :)f' 1~1/4' P\~O ;'1A,SONR'( OR CDNCRt~t:. (T '(Po L[NG'1"rl 2-3/4') 4) flAX ALLO'.'ABLE SPACING ~ HEAO ~ Sill BET"EEN CONCRETE SCRE'.1 ANCHORS '0 BE 24' 8C. SI ALL FACTORY APPLIED INSTALLATION HOLES ~OT DESIGNED FCR CONCRCE SCREIoI ANCHOR SHOULD EE FILLED v)TH liD SCR('JS OF SUfFICIENT LENGTH 70 PROylDE MIN. 5/8' [MBEtM(NT INTO '0/000 BuCK S) USE lATEX CAULK OR EQL1YALENl FCR PERI,"[lER S(AL~ROUND ExTERIOR Of DOOR BY OTHERS. 7) ;r EXACT DOOR SIZE IS NOT USiEO iN ANCHOR CHART, uSE ANCYOR QUAN'lTY LISTED '.]TH NOT LARGER SIZE. FOR THE .;PPROPRIA1E DOIGN PRESSuRE REOD. 8) FOR. POCKO DOOR SIZES USE CLOSEST BYPASS DOOR SIZE ~ CDNrJGURA1!DN TO FiNl$HtD CPENJNG PLACE CONCRO[ SCREJ ANCHORS :N FRONT or HOOK S1 RIP AS Sr<O',/N. 9) GLASS THiCKNESS MAY Y^Rl PER Rt[lUJRE~ENTS or ASTH E1300 GLASS O,"1<TS SlNGlE Gl.A21NG 1 S SHQ\I'N, lNSULA T lNG GlA S s: AL SO OUAlIF;[ D 10) ,jAI-1B. SH..L C'JRN(R'S: AND ALL 4.NCrl'OR'S: Ti-<:ROUGH SIll. ARt ':0 BE SEALED 1\.') ~H 4 SMAlL JOH..n SE4M SE.AlCR 11) ALL ;'iSTALLA"iON ANCHORS HUS! st "AD( sr CORROSION RESiSTANT HATERiALS 12) NQT !~LL CDNf'lGURAilON'S 1"...l'S'rED ABC:;v'E A~[ S....OI,.lN 011 TH1S DR,o,.....'}:-.JG, i-<:t)v[v(R IN'$~t\llATION ~, ~ g. ,.,OijK STR1P DE:1'ATl A?PL'( ':0 j~STAlLA.TICN or ALL CDNf!GuRATlGN'S )3:) KINe:) SERIES ~AR1( 2, SL1DJNG GLASS. DOOR is SHO.'1<'1-( T!'iJ$ PR1N~ AlSO APPt..1ES TO SERIES MARK 3. ~,ARi< 4 &. ~";ARK 5 IN HOOK STRIP 46 psr 6) PSF TO ;0 60 psr 70 PSF UP TO 45 P SF 3 3 ; 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 4 4 4 4 5 S 5 I ~ I Hi --W I Eo I i ~ I 6 I S I ~ ! o ! i I I Eo . ~ I S 4 4 4 4 4 4 4 4 4 4 4 S 5 S 6 6 6 6 6 & 6 6 I I I I JW!JW I II JW! \ I .-J I JWfh I 2 I 1 EXTER:OR 'LE\'/ATlON OXXO, xxxx DOeR SHO\,jN KINCO) LTD. JACKSONVI,LLE, FLORIDA rl1Lc' SLIDiNG GLASS DOOR oX / xx ,/ OXO ,/ OXXO & C~GINEC. ""ANUEl MARTJ";EZ ~/ONE BY vODD BuCK XXXX INSTALI_AilON DETAIL DR" BB n.!e j2/4/01 DISCIPLINe WG. "'-l\<JAXJ077 SCAL!: N, T, S P(v, LnTER, CIVIL 47j82 SHCe! FL P(G. NO. J Dr 1 ~' I) Sf'IM AS RtQ'D, AT EA. SO Of" iNSTALLATiON ANCHORS USiNG lOAD BEARING SHIHS K~X. ALlDwABLE S-HIM S\ACK ~o B( )/4', I..J'SE $MI,\<\S; IJHERC SPACE GR'EA'ftR THAN \/:6,' IS PRE:S(NT. 2) DOOR ~A TERIAL' AlUM1NU~ ALLOY 6063 3) ltlO SCRE:'w' IN$TAlLAT10N ANCHORS 1'1U'$i BE Of SUfrJCJt"'T LENG..,T TQ ACHIEvE ~l!N. E:M.&tDM(I'H Of Hie' I~TO T'.I0 BY '.000 BUCK CONCREE SCRt'.; AN~HCRS AT SILL ~U~T BE Of SufFlCICNT lENG'TH TO ACH1EvE 1o\1N. EM'B[LJM(~T or 1-l/4' INTO MA$uN~Y C~ CONCR(H 4) '~AX ALL[]'.IASl( SPACiNG Bnl.'[(~ PI0 ,CR[\o' ANCHORS AND CONCRET( SCR(" ANCHORS m BE 24' D.C. MAX, Sl uSt l.AiEX CAUl..K CR (QU1VALENT raR P(RJi''\t '!'[R SE.AL. AROUND C(1ERJCR Of' OGOR BY OiHERS 6) 1F EXACT DOOR SIZt IS NOT llS!eD iN ANCHOR CHART, USE ANCHOR QuANTITY USTEO \.11TH NEX! LARGER SIZE, rOR THE APPROPRIATE DESloN PRESSURE REQD 7) fOR POCKET DOOR SIZES USE CLOSEST By PASS DOOR ~iZE ~ :ON'!oURA11DN TO rlN1SH DPE~I~G. P~ACE CONCRETE SCRE" ANCHORS I~ rRON; OF HOOK S"IP ~S SHO....N 8) GLASS 'ff-lrCKN€SS MAY vAR'i PER R'EOulR01(NTS Qr A$T:-( t:l300 GLASS: CHAl<:i$, SINGLE GI...AZlNG 1$ S~Q\JN lN$VL.ATING Gl.~SS lS~LSD QUAUFIED 9) JAl-1B, StlL CJRNERS AND ALL ANCHORS THROuGH $!i...L ARE "'0 Bt: SEALED'Jl~H A SMALL JC1~T SEM'oIj SE.ALEI<: ;0) ALJ~ lN~TALl"TLON M{C~ORS I'tL'$T S(' M.4.Dt: OF CORROSION R(SJSi,l\,.,T MA;ER-1AlS, Jj) ,>...j1)T ALL CONnGiJRATJONS US;':'ED ASOV( :..RE SrlO'-/N ON TrllS DRAIJING, HOVEVE~ i.'-l$TALLATION SECTION "V ~tCT:ON '2~, &. HOOK STRIP DETAIL APPLY ~o lN$l'ALlAT10N Dr I\ll. CONflGURATlONS :2> I(INCQ $€:.R'iES: MARK 2 SLIDING GLASS DOOR 1S S.'iQV~. T~l$ P~l,<T ALSO AFPllES. TO MARK :) MARK 4 &. MARK 5 --, I I ;# ~r! 1 ..--J EXTERIOR ELEVATION OXO DOOR SHO\v'N ~ IIA i!J;~ifTldl'" I ... ,:..".,> ..:,.' /", .... .'....'. I /0'j:: .~~:.;..... .! .. ., ,'d' ,.J~.. .:_if': . EX T E R Idil';~mAT'lD~ OX, X 0 ,x:R<9EJD.B;< ~~Ef'1J" 5068 xO. OX. XX &068 XO. Ox, xx 8868 XQ, OX, XX 10C68 xO. OX XX 19068 OXD 120'S OXD I 15068 ~xO 10068 QXXO. XXXX 12068 oXXO, XXXX lSOG8 OXXO. XXXX 20068 DxxD, xxxx I 5080 xQ, OX, xx 16080 XO, OX, XX ANCHJR 8080 XO. Ox, xx 10080 XD. ex, xx 1%80 OXC! 12080 Oxo '15080 oxo 110080 OXXO, xxxx 12080 cxxo, XXXX I 16080 CXXD, XXXX ~ ,T'.;!] BY 'JOOD \ 20080 OXXO, XXXX ,f rRA~E BY OTHERS J SO-Il/16 , 80 I 72-\1/16 x 80 96-11116 x 80 120-11116 x 80 109-5/8 x 80 145-5/8 x 80 181-5/8 , 80 120-1J/lb x 80 [44-11/!& , 80 192-11/J6 x 80 240-11/16 x 80 60-11/16 x 96 72-11/16 x 96 96-11/16 x % 120-11/16 x 96 109-5/8 x 96 145-5/8 , 96 181-5/8 x % 120-,1/1& , ';Ib 144-11116 x 96 192-J1/16 x 96 240-11/16 , 96 SECTION 2 lUERiQR ;'",'R'"~ GL~SS trYP') ~ II i I I I DOOR "EIGHT I I l-lIS- M1N, EMBEDMENT -~-1 II r- INSTALLl>,ilON I I I #10 SeRE"j I \ V SLlDiNG GLASli---\ DOOR FRIIME \ SILL JII, !:.~ i:1 II I ~ ,~ ~ /// CAU/_K BETvtEN \JOOD FRAME 10 HOOK S TR1P fi1F; I~~I,,=, I' I I 1- jyiJ I I I I ~ (f(( i~i 'I rrrrl7f(((1 ';l.. .!lII~1 U I : i, I , SET SILL IN BED / \ !Jr CONCRETE OR CAUL~ I \ ] \--iNS.TALLATION ANCHOR 3/1&' DIA. CONCRETE SCRE'.' ANCHOR ITYP.) CONCRETE OR MASONRY OPENiNG BY c;rHE'<S , I:V SL!DI,"G GLASS. ~ .' >< DO DR HOOK STRIP , : '=J "" - , t ~~~~~ ;~[~~~.rg II ~ ~ EXT, rJrNISrl ~ ~ BY OTriERS I I 'cL.JL..j1 ) PER1ME"ER CAULK TEMPEREiJ DLASS ~ 8Y OT\-IOS <TYP) J HOOK STRiP DE TAl: SLlDING GLASS DOOR FRAME JAME \ \ i ~ E~BEDMEN' 1-1/4~ MIN ~- SECTIOt'-l 1 #dhr-c z- , INSTALLATION ANCHOR CHART < {t!O SeRE'''''S IN 13116' DIA CONCRETE TiilO SCRE\';S @ EA i FRAME HEAD [SCRE'..; IN FRAME SILL JAMB 8. HOOK STRIP! 4(, psr 61 PSr UP TO 4S PSF 1 61 PSF uP TO \ 46 psr 61 PSi 'I' TO TO TJ I TO I TO TO 603Psr 70 ;sr 45 ;SF so ;$F : 703Psr 145 ;sr 60 :SF 70 :~ 4[4 441436 61. 5 . 6 5 5 5 3 6 ~;I 7 A 66 '73 & , 6 7 & S S 36 9 10 7 7 i 9 3 & 12 14 9 :0 II 3 " 7 8 S S (',736 9 I 10 7 7 8 3 6 13 15 9 iO :2 3 (, 17 19 II 14: i6 3 6 3 J 33131& & 4 4 4414166 5 0 5 5 5 I' & b 7 96(, 7 & ~ & 7 6 (, l~ & S ;~ :~ ~ ~, I 13 ~ ~ 7 ! 9 "7 6 7 [& & :0 II 8 9 & & 14 ii l7 9 12 i4 I 6 6 19 22 12 16 18 6 & ~ I if I 1-.J UP TO 4S PSF 3 4 5 (, 6 7 9 & 7 10 13 3 i I ~I i 10 ~I II 14 S & & b 6 6 I i 6 & 6 6 S 6 ~ o , o 1 A 1/ 1# $ ;#f ! EXTERiOR ELEVAT I Or-., DXXO, XXX X DOOR SHO\v'N KINCO, LTD. JACKSONViLLE, FLORIDA TITLe, SLIDiNG GLASS ODOR '.;/TVO BY \,JOoD BuCK DR rRAME OPENING ox 1 XX I OXO I oxxo ~ XXXX lNSTALLATlON DETAfl ENGINEeR, ,^,ANUEl MARTl"'EZ ORN' 1313 DATt 12/4/Cl DISCIPc1N( CIV[L seAL, N,TS D"G NOkJAXC072 FL R(D. 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CL a::: o U w ~ o I (/) :::l C") o o C\J @ S-15 LAST PLOT DATE October 11, 2004 SGD INSTALLATION INSTRUCTIONS (KINCO) MASONRY INSTALLATION CAULK BETwEEN INST ALLATION ANCHOR INSTALLA Tlm~ ANCHOR -__ _1/4' MAX SHIM SPACE l\ CONCRETE O~ wOOD BUCk & 3/16' DIA, TAPPER #8 \,.iOOD SCREw CfYP, It/HERE I' 1 1/4g MIN, Lfu=-r----~ ~v1ASDNRY OPENING MAStY, OPENING (NOTE 17) TAPPERS ARE NOT 7 r"""'--'I' EMBEDMENT 2X4) 2X6, DR 2X8 WOOD,' /?---~ BY OTHERS BY OTHERS \ CONCRETE DR ONE BY 'v,fOOD REQtD, - NOTE 22) BY OTHERS: (NOTE 6) '\ MASONRY OPENING BUCK BY OTHERS ~ /' L\ !_ ~~EK B~,( wgp~.ERS '- \ CAULK BET\JEEN BY OTHERSl r (NOTE 11 & 12) (NOTE 11 & l~B \ mSTALLATIm~ ANCHOR ,j DOOR FLANGE _ SHIM AS i /:\ #8 \.IOOD SCREw (T rP) --------, \ 8< \.IOOD BUCK REQ/D m ~ 1\ ~ I (,\!OTE 23) \ \ PERIHETE R I (SEE. ~7 I .. S.LIDING GLASS . '-,4l. I \ I CAULK BETwEEN (ANCHORS SHO\o/N IN SAHE 'IX L\ CAULK BY v NOTES) j I t DOOR FRAME \ l/r-- I,.,ICOD BUCK & PLANE FOR CLARITY ONLY \ OT ~\ ' <::J 1 1/4' HIN, .JAMB HOOk STRIP ANCHOR HOLES HERS ..... \7 EMBEDMENT r 1/4' MAX, I MAS'Y, oPENIi'IG SPACED 2' APART ON -+'~tL 1 1/8' MIN~ . . Do . ~ SHIM SPACE), i BY OTHERS OPPOSITE FLANGES> II, t EM. BEDMENT . I SHIM AS REQ'D . CTYP) <J _ ... ~~ ~L__ :.:...-::--t ~~ U I i -1 I (SEE NOTES) ! \ =s-'lI ..---- r-- --- ~ ::JI) i ^ SLIDING GLASS DOOR -"", /, LJ LJ ~. " STUCCO I, ~ I I ~ \~ HOOK STRIP "'" /\/ BY OTHERS ! ,a \ ~ INST ALLATIOI\J ANCHOR "'.... -7 <J L,Y ~ ~ = [ I ( 3/16' DIA. TAPPER (i'mTE 17) , / \ 7,(~' '~~ 3/4' MAX ~lt .~ j.lIlIJ TEMPERED GLASS I. i~ I <;J ~- CAULK BETI,.,IEEN r I """,-- -r CTYP,) . ~ DOOR FLANGE I INST ALLA TION ANCHOR \ ~. 8. wOOD BUCK TEMPERE D GLASS -7 r #8 SCRE\.! wOOD CTYP, --1 I CTYP') / ~ DOOR FRAHE OTHER S ....~ _ f.1ASONRY OPENING T BY OTHERS HEAD .~ "'~ I --- SG,D, wIDTH _ BY OTHERS SLIDING GLASS DOOR j~ STUCCO INTERLOCK BY OTHERS HOOK STRIP DETAIL TEMPERED srCTION B B GLASS (TYP) c.. - IMPORTANT INFORMATION &. GENERAL NOTES CpULK BET'iJEEN HOOK STRIP 8.- 'w'OOD BUCK w U I- o Z w ~ <( I- o f2 w 0::: <t: .::J cY (/) w 2 LJ..<l:0::: '00:::0 W LJ..LJ.. ~w",=f- O..::;z ~-O:::l X~O:::O 0:::lLJ..() O:::OZ() Q..",=w<t: Q..<<:~ <t:0<tf- wn::f-O lXLJ..wZ <t:zo:::o oW<l:O w~U)O f-~zz gwQ<t: O'o:::U)w <t:Z2 [:3U)w<t:z ~z~Eto ~QOoi= 0U)0:::f-5 OZO~- L.L.wO:::UO: w~WOQ.. o:::of-....J<l: <l:....J~CO....J :::l....J 0:::....J a <t: U)- 0 <t:~ U)O:::....J........ ....Jw....JO ....J>:;:zo::: <t:O::><l:O !~~ ~' ro)0 ~.~ ~ tB_w <( CO ~~~t3 I (/) ~ 0 (I) ~ n.. ~ Q)eo -'O.O~ 9 cu.- -:.J ....J ... (/) ~ co <i: OQ,)w 0::: "C () f- E ~ W 0j~i2 ~ ~~~ ~ (Y) LJ.. >< ~~~ (Jj w:2 ~ ~ ~ ('.I (Y) o;;t z (Y) (Y) 0 . ~"(t; <t:....J (Y) (Y) ~ n::LJ.. ('.1('.1 ~ 0 '00 Ci:l u) ~ CC CC n.. CC CC L1')0 r-:.r-:. o;;tn.. 00 iJ:J C!) '- Q) <t: o;;t o;;t ~ ~ co cj f-,U) ~ ~ ~ ~zw <t:CD..-I .. U)~Qo O::('IjCD (I) . 01-0 O..-l~ Z ffiz5u w~i8Li 0 l,J-I~o::c..::J :r::c'll:. j:: ~U)-Z f-f-..Jl.iJ :J ~ 0: () i5 a:: u.. LL a. ..J zW13:....J 00.. 0 WOU)3U)LJ..z~~ en wZ(/)COZOO .0 :r::::lzwQwi=zo:: Z f- 0 ::s :r: U) <i! n:: ==::) ,." OLJ..zn..f-:>wOo!l:2 ~ <t: :r: w U) Q.. 0: . .... I-W~f-O::o....JC:O"" C U)~....-,..,.. <( ...J won:: 3: 0'" z n:: ~ l.iJ - COw:::l <t::::l.....~ "" w....Jf-~~Of-..J:I: 0 I3~~I~~~~ ~ ~~~8~~~D~ ~ SECTION A-A "" & CAULKING AT FASTENER HOLES REQUIRED (SEE NOTE 2), SLIDING GLASS DOOR FRAME SILL ~t & 1/4' MAX SHIH SPACE 1 1 j II' , I - \> t q b q These notes are proVided to ensure proper installation of Florida Extruders Milestone products and must be followed fully. II'- DOOR HEIGHT GENERAL INSTALLATION INSTRUCTIONS A1 I 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 WIT CONCRETE, 2) USE srLICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD & JAMBS. LIBERALLY APPLY SILICONIZED ACRYLIC CAULKING UNDER SILL OR SET SILL IN BED OF WET CONCRETE, CAULK BET'NEEN 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 MATERIAL: 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 FBC, SEmON 1707.4.42 AND THE ENGINEER OF RECORD'S DETAlLS. 7) FLORIDA EXTRUDERS 1000 SERIES SllDING GLASS DOOR IS SHOWN, THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 500 AND 2DOO 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 (SEE ~WTE '2>7 ~~ / J nt I II 11:1 1/2'~ t 4 ~t b I I;> I EMBEDMENTJ 1-1/4' MIN, i #,~ BIB I ~ A-l &, EXTERIOR ELEV A nON 2 PANEL DOOR SHOwN (SEE NOTES 8, 9 8. 10) # L & ~ [SEE SHEET 2 FOR CONTINUATION OF NOTES] ",~/",,:';;\.'i':'~,.~\i;.. .i., , ,il .3... Aid i},;'Ji" " .;f ,.,.,." ".. ~\~~ ".. ,,;c" .,:7:;0:' C. 0, :q \ ~'4' ,,' It:: 1.,.."\ f()..... 't/ " " ~' ~" . ~~' it /.,/; ~" ~ r"~,,~, j """M#~:~~r:~< "r~ft.. t' '<.%J2 ./t>"'.O,,; '~~ '4~ ' 'Wt~M-', 0, ' , :f' /. ...~ :I~ ''I." ,~\ ,_ ,;;~.~' : ~:>f:?i' 4l'" e.....,~:.w~..m$;,I'/' i 0.... <!- ,.. ", *l~~"~.'~/"'~' -~'n,M;,rp ,.-.~:t' ~'';''''/'''....,'''' ~~~;,~,.('(.,~.;".'" ~ Li C> 't C"o< .i.C) .....l,..i r-.. o.:~ O. \1)0 :;)z Ct:w Oi/) ~Q ,() ,:J >--w iJa.. @~ C> REV DESCRIPTION IDATE INI FLORIDA EXTRUDERS INTERNATIONAL, INC B ~~I;~~ ;~~T~~, 12l'2~'~' 12/18/03 RJA CERTIFICATE OF AUTHORJZATION NO 9235 ~~~~o{ftE~ro~1~K ~i:vi~~g ~i~~E;ND/OR TITLE: SLIDING GLASS DOOR 5001 1000 8. 2000 REFERENCES AND/OR MASONRY INST ALLA nON \</lTH GJON-STRUCT URAL ~6~t~~TI~~sio R~~gM8ERED BUCK Ai'-JD TAPPERS REVISED REFERENCES TO II DRAWN BY' BB APPROVED BY' RJA THESE NOTES REVISED ' . ~~:~~t ~~R~xX DATE: 12/18/03ISCALE: NTS DWG #: FLEX0021 SHEET 1 or 2 INSTALLATION ANCHOR #8 W'OOD ~CRE\./ W'/PLASTIC ANCHOR CTYP, IJHERE t\ TAPPERS ARE NOT REQ'D Lfu SEE NOTE 22) LIBERAlL Y APPl Y CAULkING UNDER SILL OR SET SILL IN BED OF CONCRETE (SEE NOTE 2), SHIM AS REQUIRED (SEE NOTE 1), INSTALLATION ANCHOR 3/16K DIA, TAPPER (NOTE 17) CONCRETE DR \..-. MASONRY OPENING BY OTHERS FRAME INSTALLATION SHEA THH~G - BY OTHERS SHIM AS RE/Q/D (SEE NOTES) CAULK BET'viEEN DOOR F'LANGE 8. SHEA THING ----- DOOR 'wIDTH -.......1 Fl/ 4' MAX, SHIM SPACE -+-- 1-1/8 MIN I EMBEDMENT SLIDING GLASS I DOOR FRAt'1E \ JAMB \ i / TwO BY wOOD ctl r r ~Jo~~HgS / v- SHIM AS REQID, ~I (SEE NOTES) 1 1/8' MIN SliDING GLASS DOOR" /\1\ 77\' ~~~~~NT, l HOOK STRIP '\" / \---L r ! \ /.", '" ,..;> , ~! \ -.. '" ,'\>. ~ 3/4' TEt~PERED 71 '=; ",,- ---r GLASS CTYP) In L )'+:N D SHEA THING " ,BY OTHERS '~L.JI LSLIDING GLASS DOOR ~ INTERLOCK INSTALLATION ANCHOR #8 wOOD SCREw (NOTE 21> HID BY wOOD BY OTHERS (NOTE 6) ~~k INSTALLATION ANCHOR \, #8 \.IOOD SCRE\.I <TYP,) ---, \ (NOTE 21) \ I \ (ANCHORS SHO\.;N IN SAME '\ PLANE FOR CLARITY ONLY I HOOK STRIP ANCHOR HOLES I \, SPACED 2' APART ON OPPOSITE FLANGES'> / [ T'Wo BY 'WOOD BY OTHERS (NOTE 6) ^ r 1/4' MAX / I SHIM SP^.CE IIIl!! ~ l-Ls, MIN.- I / :? ~w. i f" \EI-1BEDMENT / --"\ .~ SLIDING GLASS L TEMPERED GLASS - DOOR FRAHE (TYP,) HEAD CAULK BETwEEN ;HOoK STRIP is. 'w'OOD BUCI< , I / "-c 1/ \ I J, STUCCO l~ OR SIDING BY OTHERS ~ ~ PERIMETER CAULK BY OTHERS W "" V~ INSTALLATION ANCHOR r---- #8 wOOD SCREW (NOTE 21> CAULK BET'w'EEN DOOR F'LANGE 8. SHEATHING NAX \ J' ',--- TEMPERED GLASS CTYP,) L SHEATHING BY OTHERS PERIMETER CAULK BY OTHERS HOOK STRIP DET AIL STUCCO OR SIDING BY OTHERS IMPORTANT INFORMATION & GENERAL NOTES These notes are provided to ensure proper installation of Florida Extruders Milestone products and must be followed fully. fi" DOOR HEIGHT SECTION B- B & CAULKING AT FASTENER HOLES REQUIRED (SEE NOTE 2), CAULKING & REQUIRED - (SEE NOTE 2) Al ! GENERALINSTALLATIONINSTRUCl10NS SLIDING GLASS DOOR FRAME SILL /),B 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 ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD & JAMBS. llBERALLY APPLY SIUCONIZED B ACRYLIC CAULKING UNDER SILL OR SET SILL 1N BED OF WET CONCRETE. CAULK BETWEEN BACK CORNER OF SILL l\, RISER AND CONCRETE. CAULK ALL FASTENER HOLES PRIOR TO INSTALLING FASTENER AND AROUND HEAD AFTER illINSTALLATlON, 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 t'o1ATERlAL: ALUMINUM ALLOY 6063. 1'::\ 6) TWO BY WOOD BUCK AND/OR FRAMING AT THE HEAD, JAMB AND HOOKSTRIP TO BE SECURELY 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, '---" # #t B "?"': 1/4' MAX \\ I SHH1 SPACE] lJL' ~.: \ ~- ! I I q C> I ~ \>t I A.-J ~ EXTERIOR FLEVATION ~ 2 PANEL DOOR SHOwN (SEE NOTES 81 9 & 10) 11 1I2:c. , EMBEDMENT ! 1-1/4' MIN, I> ~ t> q ~ f [SEE SHEET 2 FOR CONTINUATION OF NOTES] ,C> \> t>. I) .'>>'. ,..'.' >., ,ikMit~~ .,~'1- ;j'f; ~ * '"~" " ':rtq/:~' -;q ~ ","'. ,~'~". ~t:~:/ll {~ .f (. ~4k~:~~> ~ iJ' ~~, a: .,.... ~ ~,*-.r,~/.~ '9 f lY')'" "..'" f. '~: ....~'... <(I~ H :)l~ ~.', t, -" .:- 1<". ~ ~-t,"'rl-' $ f ;~t I, ~2 jZ'$ 40J ~ "'~ :<, ~ "".'" ,~} '\ "'~"'" ~r .~~"tl-~' .'.,;,~~'" J ";: :rr;" ~, f:'~,. ~..tt, ~ (T '(. ('A.~~ '.,:' \~ ~,t;wg~;: 'i "'. } " " ' ~ ~'.:.'; f:~41'A- ,~/ .,,:"'l1rf$tJt;j t,"{\</ "\\"'S'{9~ "'-""'^'1~ "....~:-:'..>~'q.:.,...... SCALE: APPROVED BY: RJA NTS TDWG #: FLEX0027 SHT 1 OF 2 INSTALLATION ANCHOR 1t8 wOOD SCR.EW' w IPLASTIC ANCHOR (TYP, 'WHERE TAPPERS ARE NOT REQ'~ ~ 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 .i.C) WI'- o.:~ &\'0 ::)z f5~ ~t5 ,() ""?.::J >--w [5 a.. i!5:s ~, 1.J.... INSTALLATION ANCHOR - 3/16' DIA, TAPPER (NOTE 15) REV DESCRIPTION DATE INI B FLORIDA EXTRUDERS INTERNATIONAL, INC. ~. ~ 2540 JEWETT LANE CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD, FLORIDA TITLE: SLIDli'jG GLASS DOOR 500) 1000 & 2000 FRAME INSTALLATION wITH #8 SCREv./S i~W' &'i035S~6 1,b5i:otS, 1" 12/18/03 RJA AND/OR REVISED RELATED RE,ERENCES AND/OR ILLIJSTRAT10'iS. ADDED NOTE 20 NlO RELATED ILL'JSTRAT10NS. RENUMBERED NOTES 6 TO '0 &: 21 TO 29 AN D REVIS ED REfERENCES TO Tl-IE:SE NOTES. REV Ism TAPPERS fOR 90XX 3-PANEL DOORS CONCRETE OR -- MASONRY OPENING BY OTHERS DRAWN BY: BB !DATE: 12/18/03 SECTION A-A . Q) o (Y) ~ Z ~ g ...: I'- <l: f- 0U)~ E '<1'0::0:: o ><wO III <l:w:r: III LJ..zf- g(Y)L1')t3~ co 0 ('.I Z L.. ~~c;jw~ 15 c (Y) <t <i! w .B ~ ....J .-1 n:: f- () 0LJ..cc:::l5.-10 'rSr:..f--tO U)xo()~.-1 a.o;;t:::lf-O'l w ~ ~:r:g:ffio ~ Q) <( n.. U) () Z 0 o;;t o o ('.I ~ .-1 o o z U) o W - ~ ~ ::J 0 ~ U1 ~ t' COr-t' > I N ~...JlJ'Ul o [l] 0 I - U) ID Il:WMU) O~Ml' o I .JI..JM I.J. U1 lI. r- .J I- <t OJ ~ U1 D. I nI W r- ~ ~ ~ Z . r- w z [J 0 o U) o 6 ~ c;;;t/)S2 0 wi=Et/)W::J ozt/):::!<t OO-I> z::;Et::;:t/) -<C\lwcrw ""';~Oo ~crOOo :;:Pwwu -<"- -If- croI~z O::J:;:"'::i! ~~~ocr ~~-<~a ('\J(j) L!)Z o ~(j) > w 0:: w ~ <2:: Z Z <2:: ......J n.. (J) -.J ~ W o W 2 0 n:: U >-LJ..z zf-O - <z- I- zw~ -U)> 0 ozo ~O<l: Z :::l()0 oZO::: oWo I- n::1-....J n..t:u.. :r: wn::....J O::~<t: (!:l wwn:: ClJ:r:~ - I-I-w Ol-() 0:: Z:.J . >-on.. >- <t::r:o:: 2t:0 0.. z~() ::so::w 0 w~ n..zo U U)z:r: -<l:U) 2=2:.J SHEET NO. n.. 0:: o () W ~ o :c (/) ;:) ('f') o o ('.I @ 8-15 LAST PLOT DATE October 11, 2004 SGD INSTALLATION INSTRUCTIONS (MILESTONE) M!AMIII~ - I B1JO"OL~G CODE COMPLl-t."KE OFf ICE tBCCO) PRODUCT CONTROL DlV1SION' ~lL~\iI~[)ADE COUNTY, FLORiDA METRO-DADE FLAGLER Bu'TtDING 140 WEST FlAGLE~ STREEf, SUITE 1603 lvOA\1f, FLORIDA 33130-1563 (305) 375-2901 FAX (':\05) 375-2908 .NOnCE OF ACCEPTAl'\'CE (NOA) .. Certa.tUTeed CQrporation 1400 t'nion Meeting Road BIlle Bell, PA 19422 SCOPE: This NOA IS bemg lssued under the applicable rules zUld r~gulatlons gOYf'1'ning the use of CO~ls~ctlOn matenals., 111C documentanon submitted has been reviewed by Miami-Dade County PrOOtlct Control D1'\1S10n and accepted by the Board of Rules and Appeals (BOR.:\) to be used in Mianu Dade County and other areas where al1Q\'\'ed by the Authority Having Jurisdiction (AID). This ~OA shall not be valid atkr the expiration date stated belo\'\'. The Miami-Dade County Product Control DlVision ('ill Mlanu Dade County) and/or the AHJ (m areas other than MIami Dade County) reserve the right to have this product or material tested for quality aSsurance purposes. If this product or material falls to perform in the accepted manner, the manufacturer MIl ineur the eX!lense of such testing and the .A.lU may hnmediately revoke, modify, or ~uspend the use of such product or matenal \\1t111n their junsdktion. BORA reserves the right to revoke UllS acceptance, if it is detcnnmed by Miami.Dade County Product Control Division that \his product or material finIs to meet the requirements of the applicable bUlldiug code. This product IS approved as described herein, and has been designed to comply 'hith the High VelOCIty HUlricane Zone of the Bonda BUllding Cooe. DESCRIPTION: Landmark 36 (and.,\R) (and WideTratk QB), Landmark 40 (and-AR) (and WideTrJtk QB) and Landmark SO (and-An) (and WideTra<k QB) LABELL'IG: Each timt shall bear a permanent label with the manufacturds name or logo, Ctty, state and following statemer;t: ~Mianll-Dade County Product Control Appro\'ed", unless otncIV.'1se noted J->:erclU REi"lE\VAL ofth1s NOA shaH be considered after a rene'ilal apphcation has been filed and there has been no change m tbe apRh<::~b]~.p.ttl19ings-,,)de n2,g"tiy~ly~tJ~ct~I!g the performance of this proouct. _~ __ _~ TEIDlh'lA 110~ of thIS NOA wll! occur after the e~piration date or if thel e has been a tevision or change 1l11he matenals, use. andlor manut"aChtre of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shaH automatlcally tem1inate thlS NOA, Fallure to comply \\1t.1} any section ofthis NOA shall be cause for h:rminat1on <b'1d removal of NO A. ADVERTISE.\lENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expIration dafe may be displayed In advertismg htezature. If any portJon of1h~ NOA is dlsplayed, then It shall be done in Its entirety. INSPEC1ION: A copy of this entire NOA shall be proYlded to the user by tbe mamIfactw.rer or its distnbutors and shall be aW.llable for in:,.pechon at the Job SIte at the rNuest of the Bu:1dmg OfficlaL TIlls NOA consIsts of pages 1 through 4. The submitted documentation was rc\oiewed by Frank Zuloaga, RRC I '" p . ~. . .I<! , :.j -.' ~O,\ 1'\'0.: 02-U19.0) Expiration Date: 02128/07 Approval Date: 03/27/03 Page 1 of 4 6. LABEI"lNG 6.1 Slungles shall be labeled with the Miami-Dade logo or the \\ ordmg "Miarni.-Dade C~unty Product Control Appro"ed", , 7. BUU.Dl~G PERMIT REQlllREMENTS 7.1 Applicatlon for bu;ldi.l1g penmt shall be accompanied by copies of the following: 7.1.1 This Notlce of Acceptance. 7.1.2 Any other documents required by the Bldding Official or the appllcable code in ,mler to prop<:,'tly evsluate the installatilm of this s)'stem, DETAIL A CERTAINTEEO LANDMARK 30, 40,50 All dimensions shown are in inches -55/81 16 1/4 "'J I TI Lstarter Full ~~gle _ __ ___ Eaves ]';OA No.: 02.1219,{)3 Expiration Dat~: 02128/01 Appnl\ al Date: Q3/27103 Page 3 of 4 ROOFL~G ASSnlBL Y .c\_PPROV AL Roofing 07310 Asphalt Shingles DunenslOual Wood Category: Sub-Cat€12.or-y: .\1atuials Deck Type: 1. SCOPE Th.is re\o'1ses Cntalnfeed Landmark 30 and AR (and Widefrack QB), CertaloTeed LandlUa~k 40 and AR (and ,\ ldeTrack QB), CertainTeed Landmark 50 and AR (and WideTrack QB) ShlJlg1es as manufactured by CotaillT€cd Corporation descnbed in Sectlon 2 of thIs NotIce of Acceptance, 2. PROD1JCr DESCRIPTION Prodlltl Dim€nsiQllS ft'j! Spedfication~ Product Description Cotainteed Landmark 30 and 13\/." x 38 %" AR (al:.d WideTrack QB) Certaintecd Landm41'k 40 and BY." x 38 %" AR (and WI-deTra;;k QB) Certamteed Landn-v:l1k 50 and 13y." x 380/." AR (and WldeTrack QB) A.ccessory ShIDgles yanous A heavy weight, 2471bisq, dImenSIOnal asphalt shmgle. A heavy \\eight, 2641bisq, dllllensronal asphalt shmgle. A heavy \\ eight, 2961b/sq, dimemi10nal asphalt shmgle. Accessory shmg:es for hip, ridge and stalter stnp 1tpphcatlons, PA 110 PA 110 PA 110 proprietary 3. EVlDE~CE SUBMITTED: T€st Agency fest IdentHi~r pate 04/02/01 01/12/01 11/12/02 Test Name/Report Undcn:vnters Lahoratories, Inc. R68.4 PCTC-O 1-02-0 1 CTC...o06.02-0 I VL 790 P A 100 PRl Asphalt 1\.'dulOlogies, Inc. Fndenvriters Laboratories, Inc. 941'--<'K%32 021\TK42448 Wind uplift resistance PA 107 11130.00 _lJ,'08,'02 4. LL'UTAno~s 4.1 FIre classification IS not part of this acceptance, refer to a current Approve;:i Roofing Matenals Dtrectory for fire ratings of this product. 4.2 Shall not be :nstalkd on roof mean hetghts m excess of 33 it 5. L'iSTALL\ nON 5.1 Shingks shall be mstailed 111 compliance \,,ith R'lofing Apphcatlon Standard RAS 115. 5.2 F1ashmg shall be in accoldance ''<1th Roofing Apphcation Standard RAS 115 5.3 The manllfactill er shall prO\ide c~early wntten apphcatton mstnlCtlons. 5.4 Exposure and course layout shall be m compliance wlt11 Detail 'A', attached, ::::.5 NaIl:ng sha1l be 111 comphance with Detatl 'B', attached, ~o.\ No.: OZ- J 219,03 ExpimtiQJ) Da.te: OZ/2S,()'7 ApprQ\ 1I1 Date: 03/21. 63 Pllge 2 of 4 DETAlL B i----- , .. 12" 1 -- 14314" -F- 12" ,----..-4 ~L -~~l 131/4" - 383/4" ----.- - - -.. , -- T-- 61/8 L . . > , , __--1 LANDMARK 30, 40, 50 (AND AR} - 383/4" ---- - -,----- -----i -~7- - - _~~1.l:";~}_..?.7/../LLLL:!/.LZ7/ - 1 N~nl!',S >}raa fOf ....,QW and ztMlda<<r ${oP<< 0!cm ~ S 12 to Z1 12"1 Nail t>eti>e~n vpp~t &. 10\'.... nail [",as. ...... _ 1. 12" ~-'--- 14 3W ' +- 12" '" ---1 ~~~NG-{~ ,: D: D'~ . D\' L_L~xpr __ ___ ___ t LANDMARK 30, 40, 50 (AND AR) . WIDETRACK OS (low an<:! Standard Slope) ... t ! 383/4" I r 7"'07;':; - '-- - ---'777/' --~ ~ ;r:7<~""~"~Y//77/;'E;/7'/'f:/"J ~ L~~~:"'~L:/._-LJ/. N~]j.fl-Q: a~ fOf "stMP" SW~ fsF<s:atar fur1 ,1: ~ 4) Nail W~Yol~ tottor!' 2 t~ I~ (j;j' es n 14 3,"" ... .. j.... - . - 12 - " ~ -. _ ... , ",i.~ ' 1" ----.~~~- ~..4.~\' tY"'...uo; i 5 518" Exposure ----- -----~ 7 131/4" 1" , , r I LP.ND~,\ARK 30.40,50 (AND AR) - WIDETR?CK QB (Steep Slope) EN}) OF TIllS ACCEPTAl'lCE NOA No.: 02-1219.03 ErpiratioD Date: 0212S/07 .\pproHI Date: 03/27:03 Page 4 of4 \~ \ ..., 'f t h '\.i \.: (/ t t \. ~\ p. t 1 I; \ ~) R. '" \~ \ \ LAMINATED SHINGLES .~r~t 'S~ OI~H~)~;)M{" LAUDMARK Ilk,!S I'IOO~(APr' S!RItS Mf !'tK D!M~~)j. N:{, lAKDrMRK \ERIIS, f1R!~4lr' AMDA IKHtlE<f so '" 1 ,~ J;\'fJ IHt<.OU:'.H ~nl r~)i R~tsS <. (' J ~ ,,:~~ ~ME ~;;jf Clftt ~~~rl~OD feR NHfj1jC t)lktINSIO~ Alii) 14~i"~HRR H S~:NCllS '~ , \. I&.'; 'l.( ~ \; l ,~ ,I , c, , ~ ~ , l.. I ~ r ~ I,: "t (( (,,' >. \ ~ ~'q ~:-. ~'-""'~, H,))~ ~~;( ~tGC.ES "'>>"'" , " .- ;J v' A_ <."'~\ . \ (- -\.,- - ';."'.-- ;:.~;~ V'x~r S N*f ~ 'Ir'ill~ ,>~1J.'t, (' l''$f$. ~ ~:-, :-~~ -~ --~---~'y~:~ .~ - ~, ..-------0- V"\ ~Js"__:'~..~:.:o -;;-:;':,:~: --'-, ;,l,jl' y:-:::~' ,_--:J...- '\ _' ;{ '\ "\ -_...-- r,\\\ '-_,--\ ;j' /1.1 \ \ \- ~ .\._~_~\' ~:...'" h)f \~~ tr~ ,~~'\10.. F~5'H~dH:; "'\~~'". T ~ffic1J ,,-'V,< ~!d} ~'~~tA~;) F>1 UOll,H DIMf~>IO!($ ~ ~ ~ I mRI( DIM.(U$IOllS AUGMARK \'1, DIMEUSIOU, \$ l~[; nUWl"H <<n W(1<.[$' l(t)lt!.<" ~""~ OIH UU'; D!t~ HP!lCWNI A~E1'f~OD fOR A~,fR'( fl:Ml~s'ON OJ " , 3S ,') 41010 ~4~DMA~~ ~t Us :' < Wi $';:r.\(;ns "':~"""- -:;~~-" ((If \1\'\tl'l; l~\ \<-1 '''''1!>~ w (/) 2 Q,)Q> -l U-~O:: (1)10 ~ (/') '00::0 Z 0:: W LL.LL. 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MAX. 81' OTH(R 4 ---iNSTAi..LATION A.NOiM i8 SCRtw r "we "''''''''' waco 9UCK &< MASON~Y QP!;NiNG BY on-i1:::I<S --'-'-"--r :L' ~_ . 1-1/<\." !.IrN. 4 e:M8ECMENT -,~_l r~~.?:':~. f -- -........--__ l'-I/a" MIN. -~- I f..1.4S(DMEN r ..-----....L_.L 'I,~J SHIM SPACE ~ ~Y86\~o~ SI.lC-K BY 01'HffiS (stE ~On:: Hl) SHIM AS REO'!) -, "'- (SEe: NO'1::S) '\ .-.1 4 --I ~~~ <i --7'.' s n;cco -../~/ / BY 011-!t:RS ptR~€1'ER C'&'UlK 8'1' I 01'Ht~s / COOR FRAME- HEAD i5 _,J ~ I ~j DOOR HUGHT ~x rfRiOR .--/ GlAZiNG -~ I (SEE NO~S) ~ r ' CONCRETe ()I~ ~ I'I~ ,,!ASONR'f Of'L'tiNO BY orHERS ~ ---~ L~t:RAU.Y r>PPt..Y ~LKiNG-.I UNiXR SilL ~ &1 till IN Btl) Of CONffitTt n 17-;- 1 t '7 --=--j._-~- <1 \! 4 l-i/~: MiN. EMBEDMENT I ---..---4-------.i. -- SECTION A-A ~--- INS1 A1LA Tl0N AN()100 3/HS. D!A. TAPCCN ';) . '" ~ 4 TWO ay fRAMiNG -.-\ 6'1' o~rRS SHM A3 REOO \ (S(f NOTU) \ \ SHEA 111lN~:\ \ \ ay CIDERS \ \ \ \, \ \ \ \ N \/ \ 11111 h~ ~ ill/ \ lilV_ (iNSTALLAnON ANCl1Ol'< .. 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