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HomeMy WebLinkAboutBIN B-1 PERMIT 4411 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 DOr-.E AFTER ALL EXCAVATION AND BACKFILL IS COMPLETE.(FBC 1816.1.1) 6. SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED AND FORMED.(FBC 1816.1.2) 7. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC., SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS 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 RAIr\FALL DILUTIO~. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT IS REQUIRED.(FBC 1816.1.4) 9. CO~CRETE 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-CONSTRUCT/ON TREATMENT.(FBC 1816.1.7) 13. A CERTIFICATE OF COMPLIANCE MUST BE iSSUED TO THE BUILDING DEPARTMENT BY A L1CE~SED PEST CO~TROL COMPA~Y 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 Ir\CLUDES ALL GRADE STAKES, TUB TRAY BOXES, FORMS, SHORING OR OTHER CELLULOSE CONTAINING MATERIAL. (FBC 2303.1.3) . 15. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC., SHALL BE BURIED WITHIN 15'-0": OF ANY BUILDING OR PROPOSED BUILDING.(FBC 2303.1.4) 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. Oed. ObI. Dia. Disp. Dist. D.S. D.V. D.W. Ea. E.W. Elec. Elev. Ext. Exp. " . ABBREVIATIONS Anchor Bolt Above Air-Conditioner Adjustable Above Finished Floor Air Handler Unit Alternate Base Cabinet Bifold Door Book Shelf Beam Bottom Bypass door Bearing Circle Ceiling Column A/C Compressor Ceramic Tile 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 Smoke Detector Square Ft. Shelves Sheet Side Lights Spruce Pine Fir Square Southern Yellow Pine Tempered Th icken Top of Block Top of Masonry Top of Plate Transom Window Typical Under Cabinet Lighting Unless Noted Otherwise Vanity Base Vertical Versalam Vent through Roof Washer With Water Closet Wedge Anchor Wood Water Proof 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 Ar\D A COpy OF THE SURVEY SHALL BE ON SITE FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI, A SLUMP OF 6" PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 40. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6". 4. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 5. HORIZONTAL FOOTING BARS SHALL BE BENT 1'-0" AROUND CORNERS OR CORNER BARS WITH A 2'-0" LAP PROVIDED 6. MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE 40 BAR DIAMETERS TYP. 7. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM WOOD FRAMING INSPECTION LIVE LOADS: ROOF RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICATED BALCONIES STAIRS LIGHT PARTITIONS (DEAD LOAD), U.N.O. WIND LOADS BASED ON FBC, SECTION 1606.2. WIND VELOCITY: 123 M.P.H., USE FACTOR: 1.0 20 PSF (REDUCIBLE) 40 PSF 40 PSF 40 PSF 20 PSF 10 PSF ATTIC L.L. ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH-INS MUST BE COMPLETE, I,"SPECTED AND APPROVED BEFORE REQUESTING FRAMING INSPECTION. PREFABRICATED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECU RELY 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 I~ ACCORDANCE WITH THE FOLLOWING DESIGN LOADS: 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS Ar\D DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMAr\ENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CO~DITIONS. 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 COI\;CRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED DURING CONSTRUCTION ALL STRUCTURAL Ar\D MISCELLANEOUS STEEL A36 36,000 PSI, U.N.O SHOP AND FIELD WELDS: E70XX ELECTRODES ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 BEAMS, RAFTERS, JOIST, PLATES, ETC. U.N.O. 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 (2.0E) WOOD COLS. PARALLAM 2.0E U.N.O. DESIGN LOADS: TOP CHORD LIVE LOAD: 20 PSF TOP CHORD DEAD LOAD: 10 PSF STRUCTURAL STEEl: 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 O~ 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 REIr\FORCING WHERE PERMITTED SHALL BE THE FOLLOWI~G MINIMUM, UNLESS OTHERWISE INDICATED ON THE DRAWINGS: FTGS, WALLS, COLUMNS, BEAMS, SLABS: 36 DIA. OR 2'-0" MIN., WHICHEVER IS MORE. FILLED CELL REINFORCING: 40 DIA. OR 2'-0" MIN., WHICHEVER IS MORE. TEMPERATURE REIr\FORCING: 20 DIA. OR 1'-0" MIN., WHICHEVER IS MORE. WELDED WIRE MESH: 8" LAP 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 BEARI~G UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI ( f'm = 1500 PSI) 2. MORTAR SHALL BE TYPE "S", CO~FORMING TO ASTM C270. 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI SLUMP 8" TO 11". 4. VERTICAL REINFORCEMENT SHALL BE AS NOTED O~ THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 BAR DIAMETERS. REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL TYPICAL UNLESS OTHERWiSE NOTED. 6. REINFORCING STEEL SHALL BE LAPPED A MINIMUM OF 40 BAR DIAMETERS, UNLESS OTHERWISE NOTED ON THE DRAWINGS 7. GROUT STOPS SHALL BE PROVIDED BELOW BO~D BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. UPLIFT CONNECTORS \ 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE CONSULT THE TRUSS ENGINEERING FOR THE LOCATION OF THESE WALLS. WOOD FLOOR TRUSSES: 15 PSF 50 PSF 65 PSF ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL BEARING VALUE: 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 BRACI~G ) 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 BUILDJ};G CODE, NATIONAL ELECTRlC CODEANO CITY OF ZEPHYRHILLS ORDINANCES ~ ENGINEERED PLANS ON FILE REVIEWED MAY 0 9 200S ~br BRISTOL GRANDE 2003 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 L1r\E 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 OPENINGS SHALL COMPLY WITH 2001 FBC WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLlDII\;G GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 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) INDEX OF DRAWINGS SHT NO: TITLE 1 2 3 4 5 6 S-1 S-2 S-3 S-4 S-5 S-6 S-7 COVER SHEET FLOOR PLAN FOUNDATION PLAN ELECTRICAL PLAN ELEVATIONS TRUSS LAYOUT MASONRY DETAILS LINTEL PLAN AND DETAILS DETAILS DETAILS DETAILS DETAILS STRUC. NOTES & HANGER INFORMATION DET AI LS DOOR DETAILS ROOFING DETAILS ROOFING DETAILS GARAGE DETAILS DETAILS PRODUCT APPROVAL WINDOW DETAILS SGD DETAILS DETAILS DETAILS DETAILS 5-8 S-9 S-10 S-10A S-11 S-12 S-13 S-14 S-15 S-16 S-17 S-18 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. 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TYP. @ ALL CORNERS .5" C.O. 2" DBL SINK 2" W/ DiSP & ~ 'N D/W ~~ 15" 1.5" VT\ I I I I HANSON I BOX ~'5' PLUMBfNG Rr6ER N.T.S NOTE: CONTRACTOR IS RESPONSIBLE FOR BRACING OF STEMWALL DURING UNEVEN BACKFILL CONDITION NOTE: MAXIMUM HT OF STEM WALL @ 8'-0" NOTE: REFER TO DETAIL 34/S-1 FOR TYP. STEP FTG. 1-STORY STEMWALL SCHEDULE STEMWALL HEIGHT (h) FOOTING DIMENSION d b NUMBER/SIZE OF BARS 0'-0"-4'-0" 10" 16" W/ (3) #5 BARS W/ (3) #5 BARS 4'-8" - 6'-0" 10" 20" 6'.8" - 8'-0" 12" 24" W/ (3) #5 BARS NOTE: * 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. LAT. MAXIMUM F.C. SPACING (O.C.) IN STEM WALL 127.2# 6'-8" 210# 4'-0" 374# 2'-0" 1. VERTICAL REINFORCING IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE. REBAR NUMBER/SIZE BLOCK WALL (1) #5 CONT. TIED TO EACH VERT. REINF. BAR h" ,", ro" W.M. TO BE ;:t"~' ~+::::C::::LEAN d" FILL I; SEE SCHEDULE /' "7 FOR REINF. STEM WALL FTG. l-STORY SCALE: N.T.S. q o (!) q o N ~ ..--- q I'- 'Ir-- ~ .-1 .-1 O? .-1 N ~ ~5 5'-0" 1 3'-10" '" 3'-6" S-1 ____________m. I OPTI ~! _WP'ft._QP}lG,- - -- -- --T~ - - - -- - -- - - - _WPY'LQf~N_G._ : '-' / / / / / / / / / /11/ / / / / ...r : 1/ ~---------------------------- -------- ------------ : 1/: : 1/ : : 1/ : :V: :~ : , 1/ : :V: : 1/ : : 1/ I :1/ :V , 'V :V :V (1\ I,,,,,, ~ : V ~"~:::~ VI ,\ 1/ I"~ II LAV I~ ;11I>'" / I o ~ (!) l!) --- ~ ('f) 3'-0" X 3'-0" X 1'.0" /W/4 #5 E.W. TYP. C'\" ," "\.'J"\. " ." /IV/"(, ///////1///)'//////////'1< ~ - iI'J - - - -, "'.... ~..... - - - - - - - - - - - - - - --;- - - - - - - - - - - - - - ~ : i _ ~ 4" CONC. SLAB 01 /~ :5 ~ ,,- ~ ~ ' 'N ( 15 \ W/ 8" X 8" THK'N t@36(3\(/)E@+'!/: : : l!) \2V EDG E S-l \ S-1 ) G 3: ' ('\J , , "-.::/ I- S-l, V : ~ : : 2'-~" .1 10'-0" ; ,I 0: 5'-7" : / : GlD ~ ,'" .~ u1-____?I~~P_O_~~_:).::tu______L_____ -----j ~ ' ~~~ - IW~/////~ ~~~~ -- --- - -- - --1-1-/-2-'-X- 5-1-f21'- - - - - - - -- - -- - -- - - - - - --, / ~L~ ~" (15\ RECESS@SGD[4\j \2V ~ ~ I '-0" X 3'-0" X 1'-0" : W/ 4 #5 E.W. TYP. : . I~ ,Z ,CL ,0 '3: .-1 :0 ~ ,0 (!) IZ :~ , , , , , , , , 40'-0" 21'-8" 18'-4" 17'-0" j.'.4" 5'-4" 11'-0" 5'-4" .. 3'-8" J 17'-0" 4'-0" 1'-8" ? l!) QJ ~ N .-1 O? (!) ;S: '1 (!) .-1 <t ....J ....J <t: 3: q '<t I , , , , , I , ~~~ 4" 2500 P61 CONC. 6L~B WI : ,__ (" ~: I: 6X6 10/10 W W M, OVEf~ 6 MIL VI6QUEEN : W/C(, :'1 I ~k VAPOR BARRIER 4 TREATED FOR TERMITE6: ,-~ L .J : 1.~J---2 X 8 WALL 4'-9" : ~ '--i , 1/ ~ - ~ =~:~=~ i;;;~:- - i ~ ,("--0..;('--"'\, : /' " n " II I'" :/' ~'-----!_'-----!j : V SINK , '-, , ,~ , I '/ I '/ , '/ ' , , '/ ' , , ....,. , , , , , , , , , , ~ ('f) .-1 17'-2" 00 . q <:t 1/: I~ : V: V: V ~:~~"'~ LAV VI \\ 'V' II I I~_? , , - ~ , ~"'--------------.:- --"" ~,' ~c.Il : : ,,,' ~ ~ - - - - - , :: ~ I II .... \ II I r 't \" " TUB ,.,.., 0," ~" ." I" , ,\ I 'I I r ........ ,,; I( . I< '~~~:;.'-:-:-:"'~~~~:, ~ '- - - -- ----- - --- - --- - - - - - - ---- it' , /: /, /: ...' .-1 , I 28'-4" O? l!) RECESS FOR SHOWER 4" ~~~ n r'\r'\n .-1 PLAN FOR DIMEN.- ~ '<t o ~ ('f) <.9 ('f) :;- :;- % r: 1 I ------'k~ 16" X 20" CONC. MONO. FTG. W/ (2) #5 RODS (CO NT) ~ ('f) 4" WALL I 6'-0" ~ I (~ ~ 5'-8" ~ (!) :/ :V :V ~li INDICATES FILLED CELL 0 @ ; 17 ' W/3000 PSI CONC. r-;- ~: V FROM FTR. TO BEAM ('f) Q') 10PT.1 : V : .--- W/ 1#5 REBAR TYPICAL .-1 0 .-1 : V ~ ABOVE SLAB. ~ : V I HOOKED FTG. DOWELS 17" L.() : 1/ / : EMBEDMENT W/ 25" .-1 PROVIDE CHASE : 1/ I / : EXT. ABOVE SLAB FOR HVAC UNIT - 10PT.] : V : ..(, (k~" 2'-7" 2'-6" 8'-8" 10'-11" ,-----.,~ 1..( I I ~/ '1/4 8'-5" ,~---~.I' '/ , , , / : 4' WALL 'rl: 3: I'" / , , ~-_-_-_ -_-_-_~ :' Ji:: : / : .- '-.. ~~====""~ V -+ #i i - - - -- -- - - - -- - - - - - -, <t <.9 ~~ -.;-::- - -: -:;- ~I'\. " " " " " " " " " " ~ , / ' - - - - - -'6-':-:-:-:-:-' ('f) ,'I IA/C I ',I ~ , 'oJ : ir-:'-~' ,--~ --,-- -C);~~,-, -. "WALL "I I" ~ ' c- .: ' 0 I L,.r -.....J i) 11/2" x 51/2 ,__ _____ _________________. _ --~~~~i_----------.-------; V ~':I ,I /-\ \--;' RECESS @ ENTRY : V / / / / / / / / / / / / / /77 / 1/ / !/ 1/ ./. 1/ / / / ~I ;! . L~J '~ ;~12' _o,,~v ~ ~~~'~~;~\6': ' 1 ~ : - -@ --------------------------------------r---STEP-DO~~--3~5~~-- ---- -- -- -- -- -- -_0- i ~ i ] ~ ' :- v.~-----------\-- ---h;~ ji I i ~ · : !/ ~---=- SIT ~(W~_~.o...--~ ~ : I' . : : : /y-16" x 20" CONC. MONO. ,,00 M' F' J ' V : / FTG. W/ (2) #5 RODS ..(, ~ ~ I I'; : V , /. CO" 7 -. 1 ,,~ ,~ ' , 1..- , ( ,~T) , 4" CONC. ~ LAB : v ~ I III -V : / !/ tP WI 8" X 8" THK' : / ( 36 \ i ,:::: / ~ EDGE <:t : / ~y , : V i ~ j ~ <.9 q ~ i ~ ~- ____C~J~____l______ ----i ~ i ; : ~ ~- - - ~ ~ - - ~ - - - - - - - ~ ~ r i ~ (2\ j ~ -,- ~ :/ :/1 '/: I(/') @:V: : / : /' N /......... O? : / : I G V : :/ :/: ~(3\ N :"': ~ V: : _ \, (1\ ; .. :\2VT /' : I' ~ , '/p~ "'" ~Y @/'II ~i; ~ : ~: ([:) I ~ j Vii;, " 1/ t&>~ ~ <.9 : 1/ "-.::/ , 1/ : . O,.c, ',-------- ------;1 ~4. ('f) l!) : V : 1/ : :;PA~. 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Q') ~ ('f) ('f) q o (!) 't o l!) O? o N L.() mOO 0-1 9-1 C\J- L.()I: ~s ~LLJ ~- L.()> ~~ >-LLJ 0:::0::: OU I-L.() Zm LLJI- >0 ~-1 ~(/) li)Z '0 N- --i(/) > w 0:: Z o iJj -L.() >0 w........ 0:::0 0.-1 1-........ <(('I') t'--CL r.oo ('1')........ ,,0 ':S: ~~ LiJ o z <( O::(Y) 00 -10 OC'J wI- ~(j) <( - zO:: zCO <( ....J Q.. SHEET ~O. 3 OF 25 LAST PLOT DATE March 11, 2005 ~~ ~ c::::J 0 ~ <( m (/') w o ~ z is ....J :J en ....J <( 0::: I- ~ o (/') (/') w o U -J ('I') u: >< enOlL.<t: wt'-- 0lL. ~ ('\J ('I') <:t z('I') ('1')0 <t: -J ('I") ('I') 0:::lL. NN o . 00 . ~ co co (/')CL 0?C9 LO 0 t'-- t'-- <:;t CL 00 Q') <t: <:;t <:t O'l o ('I") ('\J o Z co 0 ..: O? ~ I- b(/)t::! E <:;to:::O::: o wO ~ ~~ 0('1') - roo~ illt'--.-1W o.oNN c: ('I') , -J W ro-J<:t<t:1- 0'- lL. " 0::: <t: " CO:Jo . ctir-:. 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L-J ~ MASTER BATHROOM 8" DEEP OP'G 5> o M 5> 00 :9 to lh" FIN. FLR. ~ARCH DETAIL q o 8" DEEP OP'G :9 i'- 0;> to 61h' 3'-0" 61h" FIN. FLR. ~ARCH DETAIL 5' N ~ 0;> to 5> N r-lWI-l I III I IIOPli~ -, ~ I III I i'- I III I I III I I III I _J_ q 00 FIN FLR. REF 7'-8" 10 0 01 MtOR MC " TUB) , 1 ~BATH 2 8" DEEP OP'G 5> 00 3'-1" FIN. FL DIAGONAL WALL ~ARCH DETAIL 5> 00 FIN. FLR. 8" DEEP OP'G :9 to 3680 ARCH OPEN TO FAMILY ROOM 12" RAISED BAR c::::......J................J 1\..............[..............1 II I L................. ................J D/W SINK ~KITCHEN OPE~ TO KITCHEN 12" RAISE BAR q N 7" 4)FAMILY ROOM q 00 :9 to 4" DEEP OP'G q 00 3'-0" FIN FLR. ~ARCH DETAIL 8" :s: l!) KITCHEN AREA @SEC. THROUGH. WALL INTERIOR ELEVATIONS REFER TO FLOOR PLAN & FIELD MESUREMENTS FOR DIMENSIONS. SCALE: 3/8" =1'-0" q 00 ELECTRICAL LEGEND $ $2 $3 $4 $DM DIMMER SWITCH -9- 12: d:b tD d) d)WP ctlb ~ EJ ~ (@ S ~ ~ 8" DEEP OP'G FIN. FLR. 3680 ARCH 5> N 5> M ~ (Y') 4" DEEP RECESS 2'-0" C1 (Y') FIN. FLR. 4j.ART NICHE SI~GLE POLE SWITCH DOUBLE POLE SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH ~ SMOKE DETECTOR c:7\) FLOOD LIGHT 1_________1 FLUORESCENT LIGHTING nUn un. TRACK LIGHTING CEILING FIXTURE CEILING FAN SCOUNCE ( WALL MOUNTED) FIXTURE 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT WATER PROOF WI GROUND FAULT 220 VOLT OUTLET SPECIAL SERVICES OUTLET Ii u @- DISP o DISPOSAL DOOR BELL CHIMES DOOR BELL Lc=J ~ []] CD o ~ [0I] DiSCONNECT SWITCH T.V. CABLE OUTLET TELEPHONE CABLE OUTLET RECESSED LIGHTING PREWIRE SPEAKER JUNCTION BOX THERMOSTAT LOW VOLTAGE LIGHTING INTERCOM SYSTEM GARAGE DOOR PUSH BUTTON WATER PROOF RECESSED LIGHTING BATH FAN BATH FAN W/ LIGHT KITCHEN BATHROOM LAUNDRY ROOM EXTERIOR WATERPROOF GARAGE GENERAL PURPOSE RANGE 44" AFF 39" AFF 36" AFF 12" AFF 42" AFF 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE, 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS 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 c::::==:J c::::=:J o L 11/2" RIGIO NIPPLE WITH 2 #1 AND 1 #3 CU THW CONDUCTOR #4 CU GROUNOING~ PER NEC 1999 EDITION BY POWER COMPANY I 1 \CLECTRICAL RI5ER DIAGRAM :J NT5 ----------------------------------------- \ \ " , n \ ^- __ ~ ", I / 1 Y "" " ~ I ') ""~ - - - - - - - - ~-~ J~_~A~ ~ _ _ _ _ _ _ _ _ _ J - - - - - - - - -_ Ii \ PREWIRE \ IOPT.! -9- d:b \ \ ATTIC ELECTRIC "" IF REQ'D BY CODE '~ 8 -- - ---- / /' rfA-'/' o 1 I / / 8 IOPT.1 9: ,--~ / 1/ ' ~ ~ C = ~~~ =) '''\ IIP~IRE \ u~ \ ~\ \ \ \ I 1/ ~ ~ IOPT.! ........ ~ n WP ~GFI w U I- o Z W ~ <x: I- o o LL W 0:: <x: ::) o U) w ~ LL~a::: "00:::0 W LLLL f- W L_ ~o~z ~-O::::) x~a:::o O::::)LLU a:::ozU a..."",w~ a...'O::~f- ~o~o wa:::f-z a:::LLw ~zO:::o OW~O w~r./')o f-~ZZ o o~ ::Jw-w oa:::r./')"", ~Z.o:: t3r./')w~z c..:lz:::;:;Eto ~ooof= 5U'ia:::f-C) o6JQ~:J LL "",0::: Uo.. w~wOa... a:::Of-co....J~ ~ z ....J ::::)....J-a:::....J Or./') <e r./')'o ~~ CJ::....J' w....JO :J>;;:za::: <l:0::>~0 n \ I ~ C = ~ '\G: = ) A1FAN ~rREW\RE IIOPT.! w c..:l C1JO I ~ N Z f-r./') ~ (/) 6zw ~(/)~ r./')~Qo iS~~ ~ 0::0~0 (/)....1 0 WZUU w~Lt)u. 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ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED L1r\E OF THE BOX TO BE: 12" AFF (GE~ERAL) (-----------------------------------------~ SINGLE PHASE BREAKER PANEL NEMA 1 30 CIRCUIT METER SOCKET ~ ~ ] ~ I I I I I I I I I I I I I I 1 I "", I 'l, ~'--~ /, / / -<>-1 I I ==============~======= I \ \ \ \ \ \ / ! \ / --- rUNDER COUNTER _________~ ~G8_______ -- n /"'" 1/ / !d, , C = ~ '~G: = ) A FAN I I PREWIRE U [oPT.l ,------ I "-.\ I _ J I I I I I I I I I I I o ...... , \ \'" , ~ \ ~ I I I I - ----...L _ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I , I I I I I I I I I L _ __ , ,4'---------' / 220 r;: -::;::-, ~ ~ I '\ I' I I, \ I".' I I I, ~ ~\ 1- -j I , I\~ -:;/11 .( I 1 \ \. 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SHEET NO. 25 LAST PLOT DATE March 11, 2005 *11' ~ c:=:J 0 ffi <( CO r./') W o c..:l z o ....J ::J co ....J <i: a::: f- ~ o r./') r./') w o U ....J (l') u: >< COo LL~ W i" 0 LL c..:l C\I (Y').;f z(l') (l')0 ~....J (Y')(l') a::: LL C\I C\I o . 00 .~oooo r./') a... 00 00 l!'l0 r-:.r-:. .;fa... 00 O'l ~ .;f .;f O'l o ('t') C\I z o 0 00 ...: "? ~ f- br./')!::::i E ~ffi6 l!'l ~ ~wI 8 ~ LL~~ ~ 058~~~ ~ ~~~w~ -c C(l')<;j-<eW ~ ~....J~a:::f- ro OLL,,?::::)c)~ ~ . roO i" f- - (D r./').::t:OU~~ O-"<i'::::)f-O'l w Lri 8.I g: ffi 0 ~ O'l~a...r./')UZ 0 o o 1.0 W f- ::J 0 Z Ul ~ t' Dar-t' - > I N Ul.JIDLO - Il] 0 I ~ \D ID OWM\D 0:: M t' ~ 0 L'J I n. I .J M UJ I.J.. r- I f- ~ OJ <tUJo. I I- W r- ~ ~ .J- Z o o \D o Z W 0(/)Z cn:r:S:2 0 WI-(/)W:J oZ(/)=:!<l: aO-:r:> z~t::~(/) <l:NWC!:~ 0""~Oa ~C!:OoO ~OWWU <l:LL:r:..J1- C!:OI-1'5z O:JC!:(/)~ ~~~OC!: ~~<l:~G l1J ~ a::: () >- LL z zf-O ~z- I- ZW~ -r./')> Oz- o WO 0 Z ~UC3 oz- owa::: I- g:~~ :r: ~~<e wwa::: C) COIf- f-f-6J Of-u 0:: z::::) . >-0 a... >- ~ I 0::: ~t::0 0.. z~U <rO:::w O ...Jw ~ a...zO ,., r./') Z I \.J -~r./') ~~::::) 4 a... 0::: o U W ~ o I r./') ::::) (l') o o C\I @ OF ELECTRICAL PLAN , -j\ - w :r: = 0 I- () I :5 0:: ~ N 0.. <3:: , u... u... ... 0 0 0.. 0.. 0 0 l- I- = = 00 N I I ~ ~ N 0 ..-i ..-i ... " ~ 211 o I N ... , 1211 " , 2' { \ I~ v 8" ~ 2'-10" '" , " 2'-10" [" [" " , ... t; ~I'\ I'" = 0 00 'rl , 1'" ... " , 9 ' -8 " ------ " , j, 411 6" ' , " , , ~ KEY5TONE 6" STUCCO ;y-- ~::AFAN I ~ "~- " ~ ~~ ---- / ,\ -------- \ o tr~-t\ DO DO DO ~ ... , DO DO DO DO ROOF TO RUN HALF WAY INTO ARCH - o;;j" I L.O o o o - c.o... =_...1" \'^~ = I' ~"'- FIN. FLR_.~,,\- ~,_ _ 25 SH (2) 3068 7'-511 \ " FRONT ELEVATION DETAIL II NOTE: 1'0" OVERHANG SCALE: 3/8" =1'-0" OPENING PRESSURES INT. END ([) +35.8/-38.1 @ +34.2 / -36.5 CD +32.9/-35.2 @ SEE COVER --"-- :::(: U o ......I en I.J... o a... o f- 9 00 _' FIN. FLR. @ +35.8 / -45.0 @ +34.2/-41.7 CD +32.9/-39.2 @ SEE COVER D D 25 SH ([) 25 SH @ 10068 SGD CD ~ ---- I 1 III r I I J l J I 1 I TT I J L J 1 J I I I 1 IT I 1 I 1 I 1 I 1 I 1 I I J I T 1 I T I .1 I I I I T1 1 T 1 11 , I I I I I IT I I I 1 I T 4' OFF RIDGE VENT 1 I I I lilT I 1 1 -r I -r I 1 I 111111111 1IIIIlJ L I I I T I 1 I I I 1 I 1 I 1 11 I 1 j LJ 111 I I I I J l J I I 1 I TT 1 I 1 I 1 IT IT I I I I I I ! 1 I 1 I I I 1 I 1 I I I I W ~ ......I a... Z >- 0:: f- Z W LL.. o a... o f- ...!> - I :::(: U o ......I en LL.. o a... o f- NOTE: ALL TRIM / BANDING TO BE CUT / SCORED FINISH C'? 9 00 -' _ --" IN. FLR. C'\J ...., I 4' OFF RIDGE VENT I :::(: U o ......I en I.J... o a... o f- q 00 FIN. FLR. -", - - - - * G.C. VERIFY ROOF PITCH GENERAL NOTES: ROOF PITCH VARIES PER SUBDIVISIONS (5/12 OR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. VENTILATION CALCULATION FORMULA = S.F / 300 (1/300) /2 (INTAKE vs EXHAUST) * 144 (TO CONVERT TO SQ. INCHES) = NET SQ. INCH REQUIREMENT 2283 TOTAL 548 SQ. INCHES OF 6 TOTAL VENTS S.F VENTILATIO~ REQUIRED REQUIRED ROOF CRITERIA -12" OVERHANG U.N.O. -PLUMB CUT FASCIA -ROOF PITCH PER ELEVATION -WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) -SHINGLE LOADING 1 4' OFF RIDGE VENT A I I I I I ~ A~ I 1 1 ;' ~RIDG~NT T L ~~ ../ I I I I J l ~ 12 """""'1 1111111] ]I~ 4 T I 1 ./ I T I 1 T I I I T"-.... 1 I J:y'1 T T T I I I 1 [ I I I 1 I T I l'-.... 5.9 I IT --r I I I I 1 I I I I 11 T I ~I ] I 1 I I 1 I 1 I 1 I 1 TIT 1 1 [ 1'-.... I I I 1 I T IlL J J I 1 I J j~ [T I j III 11111111 II III I.~ I I IT I 1 I I I I I I I I I I I I I I 1 I I I 1 I I' I I I 1 I T I 1 I T I .1 I I I I I I I 1 IT I I I .1"---... J L I I I I T IT L I J I 1 I I r I I I 1 ~ I 1 I J I 1 I I 1 I 1 I 1 IT T I 1 1 I I 1 I 1 l"'---.. I 1 I 11 I I I I lJ J I 1 I j I J l I I J .~ IT I I I I 1 I I 1 I 1 I 1 I 1 1 I I 1 [ [T I 1 1 I ~ IT I J IT I lT I I I 1 1 I 1 I 1 I l J J I "'- I I I 11 I 1 I T I 1 I I I I liT I 1 I 1 I I I 1 I I I "-........ I 1 I I I I I 1 I T I 1 I I I 1 I I I 1 1 I 1 I T I I I 1 I I T I 1 ~ _ _ _ _ -"I' I 1 I 1 I T I T I I J I 1 I I I 1 I I I 1 1 I I 1 I 1 I T I 1 4' OFF RIDGE vd-n 1 I -r I -r I T I I I I I I 1 I 1 I 1 1 T I 1 I I I 1 II I 1 I I 11 I DD DBL 24 SH @ 5068 SGD @ ----- f- o I o :::(: <( U W 0 I ......I 3: ~ o 0 o a... 3: 0 f- FIN. FLR. 9 00 - - - - - -~... RIGt-1T ELEVATION " NOTE: 1'0" OVERHANG SCALE: 1/4" =1'-0" 1 I T T L I 1 111 I L I I I I I I I 1 I 1 I ........ l I J "-. 1 1 1"-. 1 J ~ T I l T r 1 I I ~ I I~I I 1"\..1-........ 1 I "-I I I I "\..1 1 I 1'-.1 I I IT "'-J. I I T D c -------~-~ 22 SH ([) I f- o I o <( W I 3: o o 3: 24 SH TEMP ([) ALL BANDING, FREIZES, TRIM TO BE CUT/SCORED 00 I r 35 SH @ -~_,~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -25-SH~]}-- _ __ 1 T 1 I T T T I I T T ---------' W T I- - - - - ---lll; I- ::5 a.. LL o a.. o I- , -----', . f- ~ I o I 3: o o 3: C'? lO FIN. FLR. -- :::(: U o ......I en LL.. o a... o f- 9 00 C'? N ...., LEFT ELEVATION II ~.. - - - 4' OFF RIDGE 4' OFF RIDGE VENT , ~. jVENT ~~..mr~~ .. i...9.....i...~....T...~....r.LT~.~ A. ....~ 1...T.y.....v...L....J.....,....L....J....v....L...J.....,....~ ~~".. ~cr:c-~~ l.....,....L ./ T .~ ..........~ I ! J ! Iii ! 1 i r-LTl i I I ">.. ./ L ~ '--12" '- ~ "1 i 1 ....r~:::::J....T..---i.... ...,.... Ie;/'''''- r--.....~. , ,-, mL~ ... y~;r~~- P=~-:c~..~~.mr..~y~~ ... ...:' ..,..~....T..~L.... :::r:~-L:C I I.... ....r~ ':"r:! 1...T::~~.J- ~.m!:.:.."... ...J! ! [ l~rJ.. . L12 FRIEZE .L2.....~ ....L . j ....L. ... r"~" '..:' I ! :....r.. , ....~~T~.J . i....r.r;J.....r..~....;.., i .....;:~J...~ l."T" r:::::---- .- KEYSTO N E 12 4.9 NOTE: 1'0" OVERHANG SCALE: 1/4" =1'-0" 4' OFF RIDGE rVENT --1-- - - - - - - - - - -- 9 00 C'? FIN. FLR. lO, . - "~ -'.-- REAR ELEVATION NOTE: 1'0" OVERHANG SCALE: 1/4" =1'-0" - h u 00000000 00000000 DDDDDDDD DDDDDDDD~6" L2" NOTE: ALL TRIM I BANDINC TO BE CUT I SCORED FINISH @ 16' X 7' 32 PANEL f'H'\ OVERHEAD DOOR ~ (2) 3068 WI SCORED FAN DETAIL ABOVE .. , i,oJ' .... FRONT ELEVATION II NOTE: 1'0" OVERHANG SCALE: 1/4" =1'-0" LL.. ~ 0:: ~ ~ ~ ~' 'I n0 '00::0 tJ)~ Z u... W I.J... LL.. ,.\ 'III 0 W ~ i!:S ~ ~ W 'u iJ5 ~ ..A" r'r\ ~ - 0 :J Q) 0 (/) '-J ........... L.L.J W x~o::o ~ tJ) li: r./) U O:Jl.J...u I'" 0 OW 0:: 0 Z U v, 0:: I-- o..."""W<( ". ra a... 0 O a... 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Z ...J f- :> WOo co VI O<l:o...Iwr./)o...o::__ L&J f-W~f-O::o......la3...1 C ~g0::3CY)zC2<lJJ < enw:J>-oo<(:J ~ C f- Of-...IJ: ~3go:C'\Jwu~~ 0: f-oo::~2=[3~o:E 0 2~tn83iJ5tnDD ii . 1.0 O)U) 0-1 0-1 I N- 1.0 I ~S ~W ~- 1.0> ~~ >-W 0:::0::: Ot) r-I.O ZO) Wr- >0 ~-I 0) o ('f) N o Z 00 0 00 f- ...: r-.:. <( f- Or./)~ E <;t.~ 'I i3 ~ ~ ., 0 VI Q~ ~ C'\J Q~~D rl i~~~0 i o LL.. 00 :J ~~ "f- <0 ~ror---uu::"" li~:;:)f=O) w ""oo::o::.f- ~ a.If-WO <( O)<(o...r./)uz 0 o o \L1 w I- - 0 :J U1 .q- "- z ,... L' o ci ,... t' - > I N Ul ...J D' III - ID 0 I 2: IJ) rl' o W ['11 \L1 <t ~ ['11 t:' c. I ...J M UJ IJ.. ,... I I- ~ OJ <(UJo. I r- W ,... ~ ~ .1- Z o o \L1 o Z LU "cnZ V5I~ 0 LUf-cnW:J oZcn:::!<l: OO-I> z~!::s:(/) <l:Nr::O:::~ "~<l:OO ~O:::OoO s:5:W::JU ~o~L5~ O:Jo:::cn~ ~:;r::oo::: I lJ...Z~ f-~<l:<l:U ('\J(f) L{)Z ('\JO ..-i(f) > w 0:: Z o U5 -~ >0 W, 0::0 U"" f-' <(CY) r--..o... <00 CY)' ",,0 ':::(: i3~ ~~-~ - ~ - r ~ 11'-( II N ~r, -'i" - - - , ~ ... 4' OFF RIDGE I ~ 14' OFF RIDGE VENT ~ I ~ VENT .............1 i""--.. <(./1 I 1 I 1 I ~ '--? /1 1 I I I 1 ~ .........-r I '-."... L I I~ A I 4'OFF RIDGE VENT ] 4'OFF RIDGE VENT ~ ./" I I J I I I I I I I I 1 I .~ 12 AIIITI 11111TI III~ ~ ../ L I, I I 1 I 1 I 1 I I J L:::::::"" 5.9 .......-1' 111T I J I 111111 1 111 [ ./ I I I IT I I 1 1 I I I I 11 I '-.......... A 1 1 I 1 I I I [ I IT 1 I 1 11 I I I 1 I ~ ./ T liT I J I I I I I I IT J L J I I 1............. ..........-r T 1 11 111 I I T 111 T I I I 111 r 1 T I~ ./""1 1 T I r I L I I I I T I 1 I I J I I I 1 I I.......... .L"J T T 1 I T I 1 I I I T I 1 I T T 1 I 1 I I I T I 1 I ~ / J I T 1 T I I I I I I I I I I T I I J L J I I T I ] I I I l~ .......-l I T T I 1 I T I I I I TIT I T 1 T I I l J [ T I 1 1 1 I r-..... ~ J L J L J 1 L.....J LJ CJ CJ LJ L=:J l J L J LJ LJ CJ CJ 1 J L J L~- - - - -, - I :::(: ___________...... U f- 0 o ......I I en o LL.. <( 0 w a... I 0 3: f- o o 3: I A 1 I ~ ~I 1 I 1 I~ ~ ,I , I I I I.......... """""""-1 T T 1 4' OFF RIDGE VENT l J ~ r2 .......-l I TIT I I I I I I I 1 I~ .......,...... J I I T I 1 I I I I I I I I I I ~ 5.9 ..........-1 I I I I I T 1 I I I I I T I............. ./ I I I I IT! T I I I I I I I I I TIT I ~ ./T I T I j I I I T I r I I I I I I 1 I T [ I.............. .A" I 1 I I I I I T T 1 I I [J I I T T I ~ /T I I 1 I I , I TIT 1 I I I 1 I T 1 I I I ./f"'1 T IT I l J I IT! 1 I I l J I I I T 11 I........ /T ] 1 I T I 1 [ 1 I I" T T 1 I I I I I T I I T I 1 I.............. ./(" I 1 I I I I J I I I I I I I I I I I I I I I I I 1 TIT I I 1 I I L J L J "I I I I I /T 1 1 I 1 I 1 I T I J I I I 1 I 1 I I I I I I I T I I T [ 1 I 1 I I I I I TIT I 1 A I T I I I I I I I I I I I T 1 1 I TIT I J I liT I 1 I I 1 I I I IT T 1 I I IT ./T I 1 I T I 1 I T I I I I I TIT T I I I 1 I I" I TIT I I I I I I I I I 1 I 1 I r ........-r' 11111111111 J 11111 II I l II 11111111111111111T ./ I I I 1 I 1 I I I I I I I 1 I 1"1 1 1 I I I TIT T I 1 I 1 I 1 I 1 I IT 1 1 1 I 1 ..l...... - - A I I liT 1 I 1 I T I I I I I I I TIT I I I I I I I I I I 1 I T I 1 I I I I I I I I I 1 I 1 I I l.LJ ~ 0 W 0 0:: Z U >-LL..Z zf-O - <l:z- <( I-- zw~ -r./)> 0:: 0 oziS (V) t50<l: CD Z :Juo 0 oz- owO:: --1 0 I-- o::!=S o...-LL.. wO::......I 0 N :r: 0::3:<l: 0 wwO:: I- rnIf- W - f-f-1jJ en Of-U ~ 0::: Z:J . - >-00... <3:: cr: >- <(I 0:: Z ~!:::O 0... z3:U Z CO ::5O::W <3:: 0 w~ o...zO -I U r./)ZI 0... -<(r./) 2=~:J SHEET NO. a... 0:: 0 5 U W ~ 0 OF I r./) 25 :J CY) 0 0 LAST PLOT DATE N March 11, 2005 @ ELEVATION 21-4-0 i' ~ / U:N:O. / ~ ~ / ------'~------~--~--------~--~-- c J01'f ~ - i ~ - - - - - - ~ - - - - - - - - - - - -- - ~ @~ : I vo~, -, ~ ~ ~ ~ ~ ~ ~ ~ ~ " I I J03 "- ~: " IiSb\ ....~ I ~ " ~ I I ~" iT ~ I I 5'-0" I I II ~ I I I I :: ~ ~ :: ~ ~ ~ ~ ~ ~ 40'-0" / m {1S\/' ~~ U '- o <:;t N I I I I I T I I I I I I [!] I I I I I I F- -- I I rro.. J I T'ViS. ~ I I u.N.cl. ~ I ~I 12'-0" = I I 0 ~ 0;> I I . I I (0 ('f') Lf) Lf) I I I I I I I I I I I I I I I I I I @-~ II I ----~ I t18b\ 71 I \5-5} I I '-..../ I I I I I I I I I I I I I I H I I I I I I I I I I I I I I I 1 r29'\ ~I~ \5l C03 \ ::~II I I I I~ TEST K ,~ I I FRI ME '";") "DBLo2XX. '~"b \/ "V ('f') TYP. "- - - - - " ..,., / ~ ---- - ,/ I ~ / ~ / .., x 8 AT V- "'- I V" H PS TYP 2X6 MIN. A-r' ~ / 8 2'-0" O.C. MAX W- 3'2" - TYP. TO 6-0-0 MASONRY C02 .J I C02 .J I g ~ ~~ ~!J MM a:. \. S-6~ ~~ C02 COl HOLe IN 2' - 001 COl .- DOl = I 2K\ fi '~ '" V "\ COl \.sy 3' D()2 ~ 00 <:;t -rl ~ -rl c\4 ~ (3\ ~~ O'l .j:,. 3'-2'" 9-8-0 ENTRY SPAN 12'-4" 7'-R" ~ 18-8-0 l l - A01 AOl AOl , / (G)'" / T 7{!] / ~ A04 ~ A05 ~A06 " / 7 / A07 A08 10'-0" BOl \ 'SHEAR TO ROOF DECK @ BOl B01 BOl B01 BOl BOl f4\ \.. s~ V@ TYP AT ./ ENTRY V I I I I I I I I I I I I I I I I I I I I 1)-------------- J ~ @ TYP. 20-0-0 B02 B02 B02 I IJVl I I II ~ T r / \:..:/ :y ~ I I I I I I I T I I I I I T I I I I T T I I I I I I I I I I I I I I I I /(ii:> II /' ~~. I 1./ U.N.O. I 1./ I I I I I I C? o c.6 - -- - - - - - ~ - - - - - - - - - - - - - - - - ~ y - ~ -- ~ - - ~~ - ~ - - ~ - - ~ - - ~ -~: / ~ JV3 / A09 / / A08A / A07A / A06A 7A05A / A04A / A03A ""-/ A02 t18b\ ~ I I I I I I I I I I I I I I I I U '- 0 = I I 0 " C? 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SEE 15/S-7 - < 4501BS. @ - 0 0 0 UPLIFT CONNECTION CRG S-REFEREN E TRUSS LAYOUT II MARK CONNECTOR A HETA16 B HETA20 C H2.5A 0 H3 E META20 F HHETA20 G Hl0 H MTT28B J HTT22 K H D2A * L HD A * M H D6A * N L 2 P H 26 Q HUS28 R MTS12 S MTS16 T MTS20 U MGT V LGT2 W HGT-2 945 4029 4618 2954 3594 5779 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 16 - 8d x 1 1 2" RT16 4455 24-16d MTS27B 5260 32 - 16d SINKERS HTT22 2775 5 8" DIA. BOLTS TD2 3705 3 4" DIA. BOLTS TD5 4405 7 8" DIA. BOLTS TD6 1165 1115* * 780 875 * * 8 - 10d x 3" JUS26 550 3325 * * 1550 2540 * * 20 - 16d x 3 1 2" THD26 220 5970 ** 2705 4510 ** 30 - 16d x 31 2" THD28 1000 860 14 - 10d x 11 2" MTW12 1000 860 14 - 10d x 11/2" MTW16 1000 860 14 - 10d x 11 2" MTW20 1195 3140 3140 22 - 10d X 1 5 8" ATR W 5" EMBED W 2050 1785 30 -16d SINKERS LUGT2 2260 6280 6280 16-10d 5" EMBED. 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"'!.b', .. \ I' ROUT -"5 REBAR AT BOTTO"" OF J~TEL CAV'TY BOTTO'vl ~EI ~FORC ~G .- PROV'iJEiJ ~ LI~EL (VARieS) MATERIALS 1. f'c precast lintels = 3500 psi. 2. f'c prestressed lintels = 6000 psi. 3, grouted per ASTM C476 f'g = 3000 psi w/ maximum 3/8" aggregate and 8" to 11" slump. 4. Concrete masonry units (CMU) per ASTM C90 w/ 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 filled lintels as required. 3, Installation of lintel must comply with the archtectural andlor structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting, 5. All lintels meet or exceed L/360 vertical deflect'on, except iintels 17'4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" d'ame',er wire stirrups are welded to the bottom steel for mechanical anchorage. B. Cast-in-place concrete may be provided in cOMposite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analys:s per ACI 318 and ACI 530 10, Product Approvals: MiaMi Dade County, Florida Nos,03-060505 and 03-0605,04, 11, The exterior s'urface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12, Lintels loaded simultaneously with ventcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine 'oading with ',he following equation: Appl ed vertical load Appled horizontal load + Safe vertical load SAFE LOAD TABLE NOTES Safe horizontal load < 1.0 1. All 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 Ra',ed. 3, \ofe loads ore lotol superimposed allowable load on the section specified. 4, Safe loads based on grade 40 or grade 60 field rebar. 5. &ddilionol lateral load capacity con be obtained by the designer by providing addlonal reinforced masonry above the precast lintel. 6. One #7 rebar may be substituted for two #5 rebars in 8" lintels on'y, 7, The designer may evaluate concentrated loads from the safe load tables by calCulating the maximum resisting moment and shear at d-away from the face of support. 8. For composite lintel heights not showf1. use safe 'oad from next 'ower height. 9. For lintel lengths not shown, use safe load frOM the next longest length shown, 10. All safe loads in units of pounds per linear foot. 11. All safe loads based on simply support span, 12, The number in the parenthesis indicates tre percent reduction for grade 40 field added rebar. Example: 7'-6" lintel Type 8f32-1B safe gravity load = 6472 (15) w/15% reduction = > 6472 (,85) = 5501 plf SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS ~~~ ____ TYPE LENGTH ____ 2'-10" (34") PRECAST 3'-6" (42") PRECAST 4'-0" (48") PRECAST 4'6" (54") PRECAST 5'-4" (64") PRECAST 5'-10" (70") PRECAST 6'-6" (78") PRECAST 7'6" (90") PRECAST 9'-4" (112")PRECAST 10'-6" (126") PRECAST 11'-4"(136") PRECAST 12'-0" (144") PRECAST 13'-4"(160") PRECAST 14'-0"(168") PRECAST 14'-8" (176") PRESTRESSED '<R, 15'-4" (184") PRESTRESSED 17'-4" (208") PRESTRESSED 19'4" (232") PRESTRESSED 21'-4" (256") PRESTRESSED 22'-0' (264") PRESTRESSED 24'-0" (288") PRESTRESSED ~~~ ___ TYPF 8F8-H LENGTH ~ 8F8-2T 2'-10' (34") PRECAST 1 q7? 1q7? 1.<;R9 1569 1363 1363 1207 1?07 1016 1016 5'-10" (70") PRECAST 909 929 6'-6" (78") PRECAST 835 (12 835 7'-6" (90") PRECAST 727 (23 727 591 591 530 530 11'4"(136") PRECAST 474 494 470 (9) 470 13'4"(160") PRECAST 418 (15 428 14'-0" (168") PRECAST 384 (15 410 14'-8" (176") PRESTRESSED 239 246 15'4" (184") PRESTRESSEfJ 224 230 17'-4" (208") PRESTRESSED 187 192 19'4" (232") PRESTRESSED 162 166 21' 4" (256") PRESTRESSED 142 142 22'.{)" (264") PRESTRESSm 137 137 24'.{)" (288") PRESTRESSED 124 124 3'6" (42") PRECAST 4'-0" (48") PRECAST 4'-6' (54") PRECAST 5'-4" (64") PRECAST 9'-4" (112") PRECAST 10'-6" (126") PRECAST 12-0" (144") PRECAST ~~~ ~ 8RU6 4'-4" (52") PRECAST 1635 4'-6' (54") PRECAST 1494 5'-B" (68") PRECAST 866 5'-10" (70") PRECAST 810 6'8" (80") PRECAST 797 7'-6" (90") PRECAST 669 9'-B" (116")PRECAST 411 8" PRECAST & PRESTRESSED U-LlNTELS 8U8 8F8-0B 8F8-1B 2231 ::lORa ::l06q 2231 3069 3069 1966 ?S.,1 2693 1599 196q 2189 1217 1349 1663 1062 1105 14S1 1238 1238 1011 1011 699 752 535 643 582 582 540 540 471 471 424 442 '<R 458 NR 412 'iR 300 NR 235 NR 180 '<'1 165 '<R 129 8F12-0B 8F12-1B 4FiOS 4605 .'H1Q 4Fi05 ?7S1 4605 2110 4375 1438 3090 1173 2622 2177 2177 1729 1729 1160 1245 890 1052 945 945 873 873 755 755 706 706 NR 783 NR 710 NR 548 NR 420 N'1 340 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 ,)"/;1 ,/;')<; 11<Ll.. 1')47 1<;.. ,.,,,,,,, ,.,"'" ,~" ,~" -n7" ,n7" ,nn") ,n{)") ,,~ ,.,7() 'liR 1 ?SO ,,~ QSO N~ 7S0 NR SQR NR 550 NR 450 UPLIFT 8F2G-H 8F2G-2T 5747 5747 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 (12 732 446 (11 616 393 (11 531 378 (11 508 341 (10 450 7547 7547 6607 7547 4890 7547 3753 7547(7) 2560 7547(36) 2090 7168 (45) 3031 5381 ')'){)<; ..<:!O.<:! ,)<;"Ll. ,)"'''Ll. ')I'\Q. ')('\0. """ 1 .<:!4" - "'" '"'''' 1A~" 1A~" , .,~" "~,, ~R ,Q{)? NR 17"l:'l NR 1.'l?R NR ,n.'l7 NR ~4<; NR 7~4 NR 1'><;4 8" PRECAST & PRESTRESSED U-Ll'TELS 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-H 8F24-2T 7034 7034 5591 5591 4853 4853 4292 4292 3607 3607 3295 3295 2959 2959 2571 (10 2571 1811 (15 2084 1458 (15 1865 1272 (15 1738 1151 (15 1649 962 (14 1444 887 (14 1434 (8) 823 (13 1324 (8) 767 (13 1224 (8) 637 (12 993 (8) 546 (12 831 (8) 480 (11 713 (7) 461 (10 681 (7) 416 (10 600 (7) GRAVITY 8F2 4-0 B 8F24-1B 8974 R974 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 ~'1 2058 NR 1609 ~R 1282 NR 1114 NR :047 NR 884 8F28-0B 8F28-1B 10394 10394 950? 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 N'1 2320 NR 1849 NR 1515 N~ 1359 NR 1285 NR 1092 8F32-08 8F32-1B 11809 1180Q 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 N'1 1222 LATERAL 8F28-H 8F28-2T R".?1 R"l?1 RFi13 RFi13 5740 5740 5077 r=,077 4265 4265 3897 3897 3498 3498 3039 (10 3039 2152 (16 2463 1732 (15 2204 1510 (15 2053 1366 (15 1948 1141 (14 1718 1052 (14 1694 (8) 976 (14 1625 (11 909 (13 1562 (14 754 (12 1268 (14 646 (12 1057 (14 567 (11 903 (13 545 (11 861 (13 491 (10 756 (12 8F32-H 8F32-2T qROR qR[)R 7636 7636 R627 6627 5861 5861 4924 4924 4498 4498 4038 4038 3508 (9) 424 534 357 3508 2494 (15 326 512 227 2842 2007 115 284 401 178 2544 1749 (15 260 452 152 2369 1582 (15) 244 402 135 2247 1321 (14) 217 324 109 1993 1218 (14) 205 293 98 1954 (7) 1129 (14 N R 284 89 1874 (11) ., 1052 (13) N.R. 259 82 1801 (14) 872 (12) N.R. 194 63 1470 (14) 746 (12) 51 1225 (14 N.R. 148 654 (11 42 1046 (13) N.R. 125 629 (11)" R 116 39 997 (13' . 566 (10) 33 875 (13 N .R, 91 8" PRECAST WI 2" RECESS DOOR U-LlNTELS 8RF26-0B 8RF26-1B 6493 9479 5924 9479 3402 7917 (19) 3174 7402 (19) 9448 9479 7239 8998 (19) 4091 4150 ~~~ UPLIFT _______ TYPE 8RF6-H RRF10-1T RRF14-1T 8RFl8-H 8RF22-1T 8RF26-H 8RF30-H LENGTH _______ 8RF6-2T RRF1ll-'/ I A_?T 8RFl8-2T 8RF22-2T 8RF26-2T 8RF3G-2T 4'4" (52") PRECAST 905 174R 2635 3522 4409 5296 6183 905 174R 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1 Fi7r=, 2525 3374 4224 5074 5924 867 1 Fi7r=, 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1 ::l1l1 1960 2618 3277 3935 4594 675 1::l1l1 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1 ?Fi? 1900 2538 3176 3815 4453 655 1?Fi? 1900 2538 3176 3815 4453 6'-B' (80") PRECAST 570 101? 1651 2204 2758 3312 3865 570 1 nQ7 1651 2204 2758 3312 3865 7'-6" (90") PRECAST 506 N7 1462(8) 1952 (7) 2442 (6) 2931 (6 3257 506 967 1462 1952 2442 2931 3421 9'8" (116") PRECAST 395 491 931(12) 1301 (15 1640 (15 1980 (15 2322 (16) 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIO~S FOR GR40 FIELD ADDED REBAR, SEE NOTE NO.4 908 743 554 475 362 337 296 279 N.R. N.R, N.R, NR. N,R, N.R, 8F12-H 8Fl6-H 8F12.2T 8F16-2T :11 B 4460 :11 B 4460 ?.'i?4 3547 2.''>24 3547 2192 3079 2192 ::l079 1940 2724 lQ40 2724 1632 2290 1632 2290 1492 2093 1492 2093 1340 1880 1340 1880 1021 1634 (12) 1166 1634 680 1133 (15 851 1326 552 914 (15 686 1183 485 798 (15 599 1028 441 723 (14 543 928 373 606 (14 455 770 346 559 (14 420 709 323 519 (13 390 655 302 485 (13 364 609 255 404 (12 303 500 222 347 (11 261 424 198 306 (11 230 369 192 295 (10 221 354 175 267 (10 200 316 8RF14-0B 8RF14-1B 3280 5206 2992 5206 1716 4567 1600 4242 3120 3120 2459 2459 1568 1568 8RF18-0B 8RF18-1B 4349 6639 3968 6639 2277 6389 2124 6639 (10) 5048 5048 3776 3776 2253 2253 8" PRECAST WI 2" RECESS DOOR ULlNTELS 8RF22-0B 8RF22-1B 5421 8060 4946 8060 2839 8060 (34) 2649 8060 (39 7747 7915 5743 5743 3129 3129 LATERAL 8U8 8F8 RE"F, CMU 1293 1642 2135 1025 1024 1830 765 763 1365 592 591 1057 411 411 734 340 339 607 507 721 483 8RF3G-OB 8RF3G-1B 7567 10893 6904 10893 3966 9311 (19) 3700 8706 (19) 7360 10893(32 5623 10893 (48) 3146 5891(47) 8RU6 8RF6 REINF, CMU' 758 757 1365 694 693 1249 408 407 734 382 381 687 595 788 510 509 674 393 370 490 227 jTYP. TIE BEAM W/3000 P.S.I. CONC. W/l #5 REBAR CONT. r USP SPT4 W/(6) - 10d X 11/2 ;1" '~I' , ,. ,-. "" . I , . "" . I .;:: ::; ;;: ::::; ~ :; ;;: ::.- ~~ ,. ,. "" . 1 , . "" . .. .." .... .., . h .. STANDARD HOOKS W/25" MIN. SPLICE 1 I '. " , . TYP. FILLED CELL W/3000 P.S.1. CONC. W/l #5 REBAR VERT. h.. 1 1 '. . ',.. ". INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL h, :, I I '. '.. I: ' r~' . 8" C.M.U. 1 1 " . ',.. '. 2" X 4" P.T. W/ (3) 1/2" X 8" "J" BOLTS OR (3) 1/2" X 6" EXPA~SION ANCHORS OR (6) 3" X 1/4" TAPCONS (8) 2 7/8" HILTI TIX-DNI NAILS I.: t-~ to : 1 1 '. .,.. : I.: r:, , ,'." ...." ' ....., , . .., .. ' ~' .., " ~ ~ .., , ..... .., '_ rk:; '.... . . ':'" , "., . "., . . . . :~ ' ." . "" . "" , .....' . , ~" .., " ~" .., , ...' ... ' 4' .., , , . .,..... . .,.... ' .,.., . .."'" _ FRAME (EXT./BRG./SHEAR) WALL ( 3'\ TO MASONRY CONNECTION DETAIL \8J SCALE: N.T.S. LINTEL BEAM: 1 COURSE LINTEL BLOCK W/ 1 # 5 BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) .' ;JIII) 1ft '. .of": NON-SHEARWALL SEGMENT .J .... \o.~ , ~ ~.. , :, .1111111111111111111.1 : ~ " TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. CONe. SLAB OVER 6 MIL V.B. OVER CLEAN COMPACT, TERMITE TREATED EARTH FILL REI~FORCED WITH 6x6 Wl.4XW1.~ WWF\ FI LLED CELL: FILL BLK. CELLS WITH 3000 P.S,I. rGROUT Or\E #5 @ LOCATIO~S SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN. MIN. LAP 25" (ACI 530) TOP_OF SU\_B --$ r-.OTE: SECTION BETWEEN DOWN RODS ARE CONSIDERED SHEARWALLS UNLESS OPENINGS ARE BETWEEN THEM. :. :~. ~,. ...-- ....;.'"-, ' , .." 'f ~ ,. .... ' '.':.~. . t ,'f X. - {2 \ TYP. SHEARWALL SECTION '8J SCALE: N.T,S, PFZECAST "u" WnEL W/l.#5 CONT. IN 3000 PSI CONC. @ OPNGS. 6'0" B.. OVER. PRECAST "U" liNTEL ALL OPENiNGS UNDEFZ 6'.0". HUF~RiCi\>~E ANCHORS\ (TYP.) \il ~ . 'J": 'd1,r'::"';'" .:.,;'~ .~"I II "~ F.''7'::- ~.' .':'. .-:' .-:':: ,-:?t .-:'::, . I . ~,. ... ~', ~., ~ "I ~ .. SPLICES 25" MIN, 10" l;\P (ACi 530 ) n ~HOOK~ II 1 '1 .' . . ',. :;:1. .0. " . . '..J ' ~~.~ :;:::] ~:;;, ~'~:l::' ~;.~: 1 k, , I l .. ".1, .... . .... ,..,. . ....,' . ~.. " J." ,!,.. " .1," :" ., J,~ :.~ " J,~ ."" "I J,' ~~ "J, . , --------~-~..~- ~ ~5 !/', ~... 1 Ib, )., : ~ 1Io I I 1 h, '. . ", .1 . ,',.".' ,I ..... ,. "I , . ," .~ : I I h,;, REBAR BOTH SIDES FO~ , .': ':. OPENINGS 6'-0" OR MOR~, ., ~., '. 1 1 lI... ' ft, ~ '., I L',' 1 t-: ~~' ~ ~ I ~J' 51>... I I lIo., ": It... I L, '.' r~ .~.. I h. . " . J' l!. .. ~ I I '. l!., lIo.... I '. I I ~ ~ ~ lI>, " . I I..: '." r : "'~ I I I h.' :. "'.. '" '. . I '. I I '. . I h .. I I II h :r... iCo. " I ~.. ~ '~~. ", I I '. . : . ::><:: 1////////./1:::>-< r///...-l l/:,///////J V V V V V V ~ V V V V V V V V V ~ V V V V V V V V ~ CD CD I I I I @ 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. CD v V V V I-L CD V' V V V ./ ./ ./ / V V ~ ~CD @MIN. 7 / ./ V V / ./ ./ ./ ./ ./ ./ / V V V V ~ A CD CD / / ./ ./ / ./ ./ ./ ./ ./ ./ ./ / ~ CD ~ / 1::::>-<: 1./ /./ LI NTEL PLAN N,T,S, STD, 90 HOm, I I I I I TYP, BOND BEAM 8" x 8" x 16" K.O. liNTEL BLOCf-\ FilL W/3000 P,S.!. CONC. W/l #5 011\. REBAR MiN. LAP 25" (A,CI 530) #5 REINF. ~ BAR ~ -<;0 "(9" '\ ruu~o,~'~l I STD. 90 DEGREE ANGLE 3000 P.S,I, CONC. Wll #5 011\. REBAR MIN. LAP 25" (ACI 530) INDICATES FILLED CELL FROM FIG, TO BEAM WiTH 1 #5 BAr~ MIN. LAP 25" (ACI 530) 8" x 8" x 16" C,M,U. l' 20" MIN. LAP t L#3 ~R #4 ~EINF~RCING BAR #3 & #4 LAP SPLICE 25" MIN. LAP m==ttL~ ~~~~~N'G' B~~-~~ #5 LAP SPLICE v 36" MIN. LAP v 1 1 ".. /<. U~~"'<I~>~~9\': ~~~ n9(.~"')9<;"'~>""'it> ~.'.' #6 REINFORCING BAR #6 LAP SPLICE NOTE: CELL MUST BE GROUTED - SOLID AT BEAM CONN. #5 STD. 900 HOOK SCALE:l"=l'-O" I I I I I I TYP. DOWEL 25" MIN, L.;-'\P (,.\CI 530) ~; ..... ..... "'.- .... ..... ..... ..... ...., ..... ....' ....' ..... ,.... ,.... ,.... "'., "',. ,.... ....j ~ .. .l" "'. ' .d" Io.~ " .d"..~ .d"..",".d" iQ.", ., ,,'I .... ' .d" iQ... ' .... ... ' J f 1)... .;l 'l' I).~ ., .4" I).~ "I J" t.~ " J ~ lo.. ., J" "'. ., i' "'., J" "'~ ' J" ;,~ ' J" "'~ l' J "I ..l..,' .,.l....' 0 ...."c:::::::::;... >........ >....... .,lc.... '~.I>,' '~.,"~..' 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SHEET NO. 5-2 25 LAST PLOT DATE March 11/ 2005 ~Il' c=:JO <(CO ....J <i: 0:: I- ~ - ~ / gs ~ aS88:~ wI'-OLL. c..::J C\I C"i-;t zC"i C"i0 c:t ....J C"i C"i O::LL.NN o - 00 '~coco (j) 0.. co co II') 0 ~ ~ <;t 0.. 0 0 _ 0) <l: <;t <;t 0) o C"i N o Z co 0 O? S ...: ..... ~ ~b ,N ~ o >< - 0 ::;J .<l::. - N ..Q C"i II') - ...., rooN- ...., aJl'-....,w .c 'aDNN u ~~.t~~ ffi OLL.@sCS"'" ~ . roO ~ I- - <.0 (j)~ou!:!::...., n. -;t ::J I- 0) w ....,00::0::.1- II') n.::r:I-WO <l: 0) <l: 0.. (j) U Z 0 o o lD W f- ::J ZUl,- o 0 .... - > I N Ul ..J Cl' lfl - OJ 0 I > Ul Cl' (iWMUl r! M t' ~ 0 I [lI..JM Ul LL .... If-~OJ ~ Ul Q. I I- W .... ~ ~ .1- o ~ r--. t' z o o IJ) o Z W (;1 Z V5~~ 0 Wf-(/)W::J oz(/)::::!<t O-I> ~:2;t::~(/) <t",wCt:~ (;1rl!;j:Oo ZCt:OoO ~Owwu <tLL ....Jf- Ct:02=L5z O::JCt:(/)1i! ~~i:'=oo:: 2=~~::iG w ~ 0:: () >-LL.Z zl-O - <l:z- f- ZW~ -(j)> OZ- o Wo 0 Z gU[3 OZ- OwO:: f- 0:: r:: g o..-LL. I ~~ ~ wwO:: o ro::r:1- 1-1-6] - Ol-U 0:: Z::J . >-00.. >- <l:::r: 0:: ~t::o 0... ~u ~o::w O ...Jw ~ o..zo () (j)z::r: -<l:(j) ~~::J OF 0.. 0:: o U W ~ o ::r: (j) ::J C"i o o N @ DETAILS tJ.S~ ~ h--', ~~h~~" ,;'~~ - ~ - . /' ~ ~_, ":- _ .~_ f:-' ~~~- 0:: '~~ I L _........ I -, *DIAGONAL SPACEC AT 15'-0" O.C. MAX I I I I I I I I I I I I I I iV~ \- - _:-) x-~- BLOCKING , "'" MINIMUM 2"x4" ""- CROSSBRACING (SEE PLAN FOR LOCATIONS) ~pj . . . _(3) 12d V' PER JOINT I L--__1 CONTINUOUS LATERAL BRACIN NAIL OVER X-BRACE AS SHOW INSTALL BLKG. AT TRUSS WEBS FOR NAILING I I. __ _.... I -, 00\ 00 tx \_CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. X-BRACING - 2x4 SPF OR SY w/ 2-16d @ EACH TRUSS WEB I 2A \ CROSS BRACING DETAIL (TYP.) , S-3 I NOT TO SCALE .- I 2 CROSS BRACING DETAIL (TVP ) \8J' SCALE: N.T.S. - G.C. TO PROVID~ 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 DETAIL 2/S3\ CONTINUOUS [ OTTOM CHORD r BRACING 2 X I. MIN, SEE DETAIL 3/S-3 \ / ~ I EC. .:>< 0- w ./ ~ ~ ~ ~~ <;j" " ~ q~ 8~ q <;j" ~ --~ ----"" ----- ----/ / --~ -~ ~ >< q <;j" ----:J ~ q~ o~ ,,~ q <;j" o Z W D.. I >< q <;j" ~ q~ O~ " ~ ~ <;j" >< ~o.: ~ ~~ ~ 11--- 0- w 0- w i\OTE: L 1) SEE TRUSS MANUFACTURER'S TRUSS ENGIr\EERING TOP & BOTTOM CHORD CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ THAT MAY BE REQUIRED 4'-0" O.C. MAX. FOR 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES (4\REQUIR'EOTMEINNIMRUTMSp9E%RMANENT TRUSS BRACING PLAN ~ AS PER HIB 91 REV. 7/19/03 SCALE: N.T.S. TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPl-2002 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF 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/ 2-16D NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS CONV RAMED DGE TYP. HAND FRAMING ABOVE TRUSS-, . F RI 2X4 STUDS & PLATES AT 2'-0" O.C. /1r-2X4 BLOCKIr\G MAY BE NAILED wi MIN. EACH DIRECTION TYP. U.N.O. I\BETWEEN EA. TRUSS (4) 12d WHEN IT LANDS 2X4 DIAGONAL AT 8'-0" O.C. ....... A NEXT TO PRE-ENG. TRUS -2x8 BLKING. NAILED @ EACH MAX & EACH END ALTERNATE"""lIIIIl SIDE wi (3) 12d NAILS WHEN I I REQUIRED wi (2) USP MTW12 DIRECTION TYP.~ W/ (14) . 10d X 11/2" EACH .7 '\. I \ L; X 7 C B-....... ~ ~ ~ x VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. WI (4) 10d TOP & BOTTOM OR USP RT7 OR HCLR/LL W/ 8 . 8d IN PLACE OF (4) 10d ;- - COLLAR TIE /- EVERY 3rd RAFTER 3" D BLOCK TIEBEA NI 1#5 REBAR U.N.O. - , TB BEVEL CUTS /(OPTIONAL) / ~>-2x4 SPF 2 (2) #7X 3-1/2' ~ WOOD SCREW EACH TRUSS OR USP RT7 @ 48" O.C. D~-- l~ / / / 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"0.C. MAX. wi (3) 10d COMMON TOENAILS TO RIDE BEAM .:!.", .... ~ - - --:::::~WOO D :=- L.7 TRUSS ~ .- I .7 1 x x / 2X4 CONT, AT} W T&BCHORD ~ A-A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE: 3/4"=1'-0" x I L I -- LWOOD TRUSS! CONC. MASONRY STEEL OR WOOD BEARING SUPPORT ....A PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT TVP. WOOD TRUSS BLOCKING DETAIL SCALE: 3/4"-1'-0" - 9 \ S-3 REV. 8/3/04 SEE r-- .di PLAN ~ ~ ROOF SHEATHING 2X4 BLOCKING BETWEEN TRUSSES , PRE-ENGINEERED OVERLAP TRUSS BRACING WOOD TRUSSES \ AT LEAST ONE TRUSS 6" SPACE W w...~o:: '00::0 W w...LL ~w-=::f- ~~o~ W x~o::o U O:JLLu L- O::OZU .- D..-=::w<( O D..C::~f- <(0<(0 Z wCJ::f-z ~w...w W <(zo::o 'I"'l OW<(O '-..I W~(/)o c::( f-;::zz L- 0 0<( .- ::Jw-w O o-CJ::(/)-=:: <( Z.o:::: . o ~(/)w<(z LL t::lZ~S:Q <(000f- w 5(jj~f-<J 0::: oeJo~:J c::( LL ~uo... W~WOD.. :J ~Of-CiS<( a <(....JZ ....J ::J....J-.~....J U) o-(/) <( (/) 0 ~ CJ::....J'-;> ....Jw<(....Jo>- ....J>;>zo:: <(0;><(0 l~ TRUSS '~ A ~~ ^ ~~ ~~ JACK )l: TRUSSE~ / ',~,~I~ (2) 12D NAILS- AT 12" O.C. MAX SECT. A-A -l -l <( ~ ::J ~ U f- a ...., o f- D.. ::J I I I I I I , G.T. ADD 2X4 ALONGSI :~ TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) -PROVIDE 2X4 MIN. BLOCKING AT ~ OF HIP/RIDGE, TYP.BETWEEN TRUSSE~ W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. OVERLAP ...."" . I ...."" \MINIMUM (2) 16d PER JOIN\ . \J'-MINIMUM 2"x4" SPF OR * SPACED AT 15'-0" MAX SYP TRUSS BRACING ~~....J ~ (I) 1U ~ ~ c:::::J 0 ~ ~'u ~ ~ <( CO ~~~~ I tJ) 0 0 (l)C'01i:t::l Q) C 6] ~ - 'OJ) i:i: ....J ca.- -:J ...J a... tJ) ~ en <( OQ)w ~ -c:s U f- E ~ c- ~.-1~ ~ ~ V ~ ~ ~ -l('l')i:i: """"'~ enow...~ f-'- ~'(j) wI'- 0 LL t::lN ('I')<;j" z('l') ('1')0 <( -l ('I') ('I') ~LL NN o . 00 .;2 0000 (/) D.. 00 00 L!) 0 r-:.. r-:.. <;j"D..00 ~ 0')<( <;j"<;j" rr -~~ ~ .- Gi) lJ:) w t::l co (.) I ~ N Z f-. (/) 3 CD - ," z <( (Q ...t zow ~N(Q CI) (/)__0 O.-i~ Z 0::0f-0 (Q...I 0 wZ<Ju w~ll)u. w<(-t::l II~. ~ ~fj:;~z f-f-..JLU :J t::lo::uo ~w...u.o.. ..J zwi5:....J OOLUZ 0 wO(/)5(/)LLzQ.LU CI) wZ(/)enZOO .0 Z I::JzwQ::Jf=ZIX f- 0 <( I(/)<( ~ 3::;) e" 6Z~f->wooCQ US <( I w (/) D.. IX..; LIJ tr;w<i!t::~o<i!CQ...I C w~CJ::3('1')Z~c(LU _ enw::J O<(::J c( ..... w....Jf->-OOf-...IJ: C I3uo:NwUIXU N f- 0 ::J -=:: I Z ::J c(;;::: 0"- ~.o::::f-t::lCJ::UO=: 8~tr;g~(jjtr;DD ii - I 2B\HIP/RIDGE BLOCKING DETAIL , S-3 'REV, 7/18/03 3/4"=1'-0" ~ TRUSS BRACING OVERLAP 3 DETAIL (TVP.) S-3 SCALE: N,T.S. - - Z ~ 8 - Uv-"- EDGE VIEW 7/16" O.S.B. EA. SIDE 2X BLK'G. TO O.S,B. W / 2 - 8d EA. END ,- WHEN REQ'D RECESSED PRE-CAST LINTEL ~ NOTE: MAY CUT BACK 2x8 P,T. @ TOP TO ALLOW CONT. 2x4 BLOCKING I AROUND CURVE. MIN, 2 TAPCON l ANCHORS TO 2x8 '" I~ ""- l;;~ ~ / ~ /, 2x8 W/ (2) 16d TOE N~_l.:~ /, /:;; EACH END ~ 7/16" OSB WI 6d NAILS 16" O.C. TO SIDE & TOP NAILER I I I I I I I 2x4 SPF CONTINUOUS BLOCKI G ATTACHED TO 7/16" OSB W/ (2) 8d NAILS. SEE DETAIL ABOV x8 P.T. WI TAPCON HW4-2 4 (1/4"x2-3/4") @ 12" O.C. MAX 10'-111,4" MAX WINDOW OR DOOR OPN'G I I I I I I I I I I I I I - I 10 ,DET. @ ARCH WINDOW FRAMIN<: , S-3 I CMU WALL 3-17-04 SCALE: N.T.S. - . -Jv-- Z ~ ~ 7/16" O.S.B. EA. SIDE 2X BLK'G, TO O.S,B. W / 2 - 8d EA. END ~ -Jv-- EDGE VIEW L() (j)C/) 0-1 9-1 N- L()I ~s ~w ~- L()> ~~ >-W 0::0:: ot.) I-L() Z(j) WI- >0 ~-I SEE 6/S- FOR CONN. (3) 16d- \ COMMON NAILS(TYP) \\ \\ "'--HEADER PER LOCATION --.. ,\;~ / '" J / / ~ :;;/.////L~ ~~ '/ ~ //~ 1:>,; ~ , 7/16" OSB WI 6d NAILS @ " ~ 16" O.C. TO SIDE & TOP NAILER ~~~ ~ 2x WI (2) 16d TOE NAILS ~ EACH END TYP. ~ 2x4 SPF CONTINUOUS BLOCKING ATTACHED TO 7/16" OSB WI (2) 8d NAILS. SEE DETAIL ABOVE 7'-0" MAX WINDOW OR DOOR OPN'G I 11 ,DET. @ ARCH WINDOW FRAMING , S-3 'FRAME WALL .- 3-17-04 SCALE: 1/2" = 1'-0" 0') o ('I') N Z g Q ..: ~ ~ f- I'- N E ~~~ o xWo r,/') <(wI r,/') LL~ ~ ~~L!) :- ~ %'.oN ~ C ('I') , ....J~ ~...J::; f- a LL. C9 ::J 'COI'-f-- (/).:s::ou~O') "g.<;j"~~.~ L!) Q.I f- W 0 <( 0') <( D.. (/) U Z 0 L!) o o N " .n -c ~ co ~ o o ~ W I- ::J 0 Z U1 ~ ~ o ci .... ~ - > I N U1 .J ID U1 - OJ 0 I ~ ~ ID O~[Y]~ <1: 0 [Y] I D. I .J [Y] U1 IJ.. .... ~I-<{OJ <1: U1 0. I I- W .... ~ ~ .1- Z o o ~ o z ~ ~(/)~ 0 (/)I- Wf-(/)W::::; OZ(/)::::!<( O-I> ~~t:~(/) <(NWO:::~ ~,-1:;;:Oo ~o:::ooO ~OWWU <(U-I..Jf- o:::Of-L;5z O::::;o:::(/)~ ~;;;~OO::: ~~<(~3 N(/) IJ)Z NO ...-i(/) > w 0:: z o (/) -L!) >0 w'- ~o U" f-'- <(('I') I'-D.. c.oo ('1')'- ,,0 '~ ~~ w ~ 0 W 0 c::: Z () >-w...z zf-O - <(z- <( ~ zw~ -(/)> 0:: 0 ozo (Y') ~o<( (!) Z ::Juo 0 oz- ow~ -.J 0 ~ ~~g D..-w... wCJ::....J 0 N I 0::3<( (!J ww~ wI- enI~ - f-f-w Of-U ;?CJ) 0::: Z::J . >-OD.. <( - >- <(I~ zO:: ~t::o a. z3u zCO :5~w 0 w~ <( D..zO .....J U (/)ZI 0.. -<((/) ~~::J SHEET NO. D.. ~ S-3 0 U w ~ 0 OF I 25 (/) ::J ('I') 0 0 LAST PLOT DATE N March 11, 2005 @ DETAILS TRUSS DESIGN NOTE: TRUSS @ END OF CROSS BRACE TO BE DESIGNE FOR ADD'L 70 PLF UP & DOWN TOP CHORD DROP GABLE END TRUSS & LOOKOUT RAFTERS FOR O.H. GREATER THAN 12" FOR 12" AND UNDER - SPACE OUTLOOKER BLOCKS AT 24" O.C. II SEE STRUCTURAL NOTES AN NAILING SCHEDULE FOR, SHEATHING DETAILS I , , , , , , , , , , , 2X6 BRACE,N;\IL~D' TO SIDE QlZ GABLE TRUSS,WEBS' , , , , , , , , , , , , , , , , , ' , " , , , , ~, " , , , " " " '" " , " , '" , " , , , , , , , , , 'rRUSSE " GABLE TRUSS 2X4 SPF BLOCKING @ :', PANEL EDGES WI (2) 16d l ", NAILS EA. END TO TRUSS:\ " -NAIL SHEATHING @ 4" O.q. ", ", STAGGERED wi 8d I',' I , I , I I I , , , , , , , LSTA18 - STRAP BLKG. @ 1st TRUSS USP MTW2 @ LOOKOUT RAFTERS IF APPLICABLE STRUCT. SHEATHING 7/16" MIN. THK. - NAIL w/8d COM. @ 3" O.C. EDGES & 6" O.C. FIELD 10d @ 4" O.C. , , , , , , , , , , 2x4 SPF CROSS BRACE @ 48" O.C. - NAIL w/3- 10d AT EACH END & AT I CROSSING AT 45~ ANGLE I , , , , , , , NAIL TOP OF "T" TO GABLE TRUSS w/2-12d & (1) USP LFTA6 W/ (16)-8d NAILS 2X4 SPF BLOCKING BETWEEN TRUSSE @ 48" O.C. MAX. , , , CO.MTIN,JJ6us 2X4 SPF ;1~A~NI~G (4) TRUSS ~' BA:tS (8 FT) NAILED TO I , I ;2x4 BLOCKING @ 4" O.C. I r'w/12d & -12d TO CHORD I I I NAIL GABLE TRUSS TO PLATE w/16d @ 4" O.C. , , NOTCH. BLQCK @ PLATE rn,ENAl,L w/ 3-16d " " , , , , , , , , , , , , , , , , , 1/2" MIN. DW CEILING NAILED w/5d COOLER NAILS @ 7" O.C. 4 BAYS 1/2" x 8" A.B. @ 48" O.C. MIN. LI NTEL -COURSE _MASOr\RY WALL GlA6LE END 6RACINGI w/o VOLUME CEILINGI SCALE: 3/4" = 1'-0" TRUSS DESIGN NOTE: TRUSS @ END OF CROSS BRACE TO BE DESIGNE FOR ADD'L 70 PLF UP & DOWN TOP CHORD SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAILS DROP GABLE END TRUSS & LOOKOUT RAFTERS FOR O.H. GREATER THAN 12" FOR 12" AND UNDER - SPACE OUTLOOKER BLOCKS AT 24" O.C. UTLOOKER BLK. USP MTW12 WI 14 - 10d X 1 1/2" @ LOOKOUT RAFTERS IF APPLICABLE STRUCT. SHEATHING 7/16" MIN. THK. - NAIL w/8d COM. @ 3" O.C. EDGES & 6" O.C. FIELD 10d @ 4" O.C. 2X4 SPF BLOCKING @ : PANEL EDGES WI (2) 16d ~, NAILS EA. END TO TRUSS :', -NAIL SHEATHING @ 4" O.C.~, ", STAGGERED w/8d : ", ", I , ' I " I , I I , , , , , , , , , 2x4 SPF CROSS-BRACE @ 48" O.C. - NAIL w/3- 10d AT EACH END & AT CROSSING AT 4:j~ANGLE GABLE TRUSS NAIL TOP OF "T" TO GABLE TRUSS /2-12d & (1) USP MTW12 wi 14-10d x 1 1/2" 2X4 SPF BLOCKII\G BETWEEN TRUSSE @ 48" O.C. MAX. , , , , CO.MTIN)~bUS 2X4 SPF ))~AN.MING (4) TRUSS ~' BA)'S (8 FT) NAILED TO I ~x4 BLOCKII\G @ 4" O.C I ' . ~'w/12d & 2-12d TO CHORD I I I NAIL TRUSS BOTTOM CHORD TO 2X4 DEAD- WOOD w/16d @ 4"0.C. , , , ... , ... , , , , ... ... ... , , , , ... , , ... , , , , , , ... , , ... , ... J 1/2" MIN. DW CEILING NAILED w/5d COOLER NAILS @ 7" O.C. NAIL DEADWOOD TO TOP PLATE w/16d @ 4" O.C. 4 BAYS USP LSTA30 w/ (22)-10d @48" O.C. 'II GlA6LE END 6RACINGI w/o VOLUME CEILINGI FRAME WALL 2x4 @ 16" O.C. (TYPICAL) REV. 9/30/03 AS SCALE: 3/4" = 1'-0" ... . ~...'" r ]~ . . . . ...' ...... ... 10d @ 8" a.c. STAGGERED EACH MEMBER (TYP,) r .... 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 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 EI\DNAILS EA. STUD NOTE: SEE PLAN DETAILS FOR CONNECTIONS THAT MAY BE REQUIRED FOR SHEAR Ar\D/OR UPLIFT FORCES TYP. FRAMING @ EXTERIOR DOOR OPENING SCALE: N.T.S, ... . ~... ... r ]~ . . . . ...' ...... ... 10d @ 8" a.c. STAGGERED EACH MEMBER (TYP.) 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 (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 OPENIf\;GS 6'-0" TO 12'-0" WIDE FRAMING AROUND OPENINGS SHALL BE NO.2 OR BETTER SYP USP MP34 EACH END, TYP. - DBL. 2x4 SILLS FOR WINDOWS CRIPPLE STUDS @ 16" O.C. 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 AI\D/OR UPLIFT FORCES TYP. FRAMING @ WINDOW OPENING SCALE: N.T.S. 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Cl.. 0::: 8-5 0 u w ~ 0 OF I (/) 25 ::::l ('I') 0 0 LAST PLOT DATE ('\J March 11, 2005 @ DETAILS (2) SYP#2 TOP PLATE 2 ROWS 8d @ 6" O.C \ 8d NAILS @ 6" O.C.\ TO BLOCKING \ tx:~ I I I I I Il~ (2) 12d NAILS~ / .. TO BLOCK~ING V USP- I /' ;t TRUSSES SUH24 ~ ~ ----- 2X4 BLOCKIN 12 S~R~C~U~A-L SHEATHING AT EA. ROOF __l--1 (MIN. 7/16"). NAIL w/l0d @ PANEL JOINT AT USP SPT24~ ..............-3" O.C. EDGES STAGGERED 48" O.C. MAX @ EACH STUD ~ & 6" O.C. INTERIOR - EXTEND -Lr 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" @ 16 O.C. /EMBED WEDGE BOLT 6" FROM ENDS USP SPT22.---- ./ THEN 32" O.C. Wj#3 PT SYP @ EACH STUD ~ BASE PLATE '4'4'4i'4'4'~~ ''"...~'!.~~~~..loJ:...I ".. I ~" .1.., SEE PLAN FOR DIM , , " ,', '[')' ."-~:~::(~:;~:~_~A~A_~A~A_;"A~A_:._A'~A'::_ 3' = z ~.'" 4 '.... 4 fl...... tI.... 4 '.... '.... '.... N - '1 . .0 ' A'A. ~A . AV'" " ~ " , ~ , .. , II' , .. ,_4,,1 16" l;1--- SEE FND. PLAN " ,.1, ,. II FOR FOOTING SPECS. _ INTERIOR SHEARWALL @ TRUSSES / 18\STEP.DOWN. WALIL TO TRUSS , S-6 J ~O SCALE --.:f/ SHEAR CAP, 500#/L1N. FT. ROOF OR FLOOR SHEATHING ~ LSTA12 EACH SIDE @ EACH END OF WALL REV. 9/30/03 AS - 12 (TYP) I SEE ELEY, P"E-E!,;GI'<EE"ED WOOD mL.,SSES @ 24" O/C UPliFT CQ!,;NECTO" (SEE SCHEDULE) / r DOUBLE 2"x4" 'OP PLATE U / 2"x4' STl.DS @ 16' O/C .S""2'. CA "co~'.~~C(/~",,"CT AS R:"'" APA RATED S'Rl.CTU"AL SHEATHIr-<G / ~ MIN 7/16" FASTE'<ED TO TRuSSES WI ;', 8d COMMO'< WI"E !,;AILS @ 4' O/C BOUNDA"IES 6" O/C EDGES & 8" O/C FiELD _:_ ~ .:.;., l.SP SPT22 @ EA STl.D ../ /' ~I ' 2"x P,T, PLATEv/ '\.. MAl!'; SPA'< "OOF TRUSS 1/2' X 8' "J" BOLT @ 24" Ole MAX / UPLIFT CO'<NECTO" 8"X8"X16' K.O, BLOCK WI 1 #5 CO!,;T,.../ (SEE SCHEDULE) A'<D FILLED WI 2500 PSI CO!';C"ETE j 1 #5 VmT, I!'; CONC, FILLED CELL--.J WI STD. 90 HOOK IN K.O. BLOCK 7 L I 4 ,KNEE WALL ABOVE MASONRY WALL DETAI. , S-6 J SCALE: N.T.S. - 12 PRE-ENG, WD TRUSSES @ 24" O.C, ; 15 INSULATION BAFFLE ~ BATT OR BLOWN INSULAT[ON MIN. R-19 I TRUSS ANCHOR (SEE PLAN) : FIBERGLASS SHINGLE : ~ I / ROOFING FELT ~,^.^.^ ^.^."^ "^}..^A"^~V .~ _ _ _ SEE ~OOFI~G SCHEDULE 1/2" CEILING 'BOARo--l ] ~ ~ METAL DRIP EDGE USP SPT24 AT TOP ""~ AND USP SPT22 AT BOTTOM ~ 2" X SUBFASCIA 1/2" DRYWALL- -~ ~ --............. CO NT. VENTED ALUM SOFFIT OPTION: ~9 O.H. ~(2)-2" X 12" SYP BM. OR WIF85 MAXIMUM OF (3) 2 X 4 PLATES MAY BE "'EE ELEV. (UNLESS OTHERWISE NOTED- SEE PLAN) ::II NAIL @ 6" O.C. ADDED BELOW THE HEADER W/ EACH W/2-2" X 4" SPF TOP PLATES PLY ATTACHED W/ (2) ROWS OF 16d MI~. SPLICE 48" W/12d @ 6" O.C. NAILS AT 8" O.C. SEE 26/5-4 OR 27/5-4 /; ALUM FRAMED WINDOW wj 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 SILL W/2-12d EA. END WI APA RATED x ~ STRUCTURAL SHEATHING (MIN. 7/16") 1/2" DRYWAL 7 NAIL 3" O,C. TOP & BOTTOM, 4" a.c. R-11 F.G. BATTS S-6 SIDES & 6" O.C. INTERIOR WOOD BASE ~ ~ P,T. 2" X 4" #2 SYP BASE PLATE ~ i:8 w/1/2" X 8" A,B, OR 5/8"X7" CONC SLAB~ 20 WEDGE BOLT, wj2" WASHER @ 6 X 610/10 WW.M. \ ~ S-6 ~~~gEC, MIN. 6" FROM END 6 MIL VIS9UE~"'., .':.. ':.~ . _ _ _. .-1.0.1' OF SJPoB -+- :~'- .,'",',", ~ 3w = TREATED I, "f,;, ';,.;' N 00 0 CLEAN FILL' ': j,,:,~' '" cd (2 N :.'; "v.~ co (9 , "'-- SEE FOUNDATION PLAN ~ TYPICAL WALL SECTION ( 9 'Ex-rERI.QR F'RAME \....5-6 J 8-12-03 REV. AS, - SCALE: 1/2" = 1'-0" - TYVEK /ITAR PAPER WRAPPED 6" V UP EXTER[OR FRAME WALL AND SEALED BY TYVEK INSTALLER DECO FINISH WI V STOP VU LKEM CAULKED TO V--TERMITE SHIELD '/ ~TERMITE SH[ELD ~"'.'."""""""":"".""";;:;O- '~:~:!;/':,:~,:;',::":,:~,:;/:,:~:..i;>">' " ::'.' ,';' " 1 ~" "-,. 'f A'~ "" 'f /. ~ i,,, .~ /. '. :> ..;, ...':~>~~..":::,,~ .~':,'" , ' ',~ . ". ,. , .. , " '< .~ 2"x P.T. PLATE.............. . "'.,... J ;8 2"x TOP PLATE ./ 1/4" MIN, SPACE ~~'- 1 v ____- 2"x STUD @ ~ 24" O,C, MAX. 1 . .- EXT. FRAME WALL / 20 ,TERMITE DETAIL '5-6 N.T,S ,~If' I II II --" ~ :: _ TYPICAL INTERIOR J 3 "\ NON.Ri:' ARJ.NG ~ SCALE: N.T.S, KtV, l-;J-U;J A~ 3/8" "s" = NAIL ~/8" ~ SPACING " ~ .: 3/4" 1:" ~ I~ S ~1/2" / I S ~ -?\. + ~~: 11 " r ~~--r;-. _1 r .~ ~-.- -r~ ,L ~1 SINGLE NAIL EDGE SPACING DOUBLE NAIL EDiE ;f A'ct~ 2 - S.P.F. CONST. GRADE TOP PLATE SPLICE MIN 48" APART\ ~ ~ Ir-.. - -II ::~"r-'= -"-,,.. -II' II II' '--' I II II II [I III. \ ~I II II II II III F--@ III II II II III OP~!,;I'<G III """'- "" - 0 NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL II II II ~ III ~ III II II II CD NAIL AT TOP PLATE TWO ROWS @ 4" O,C. W/8d COMMON NAIL II II II 1f \. III II ~ @ NAIL OPENING PERIMETER @ 3" O,C. W/8d COMMON NAIL :: :: :: II III - .- .. - III :: :::: Q) NAIL INT. AT 6" O.C. W/8d COMMON NAIL Ib dl = !!: =11, ::: I :: ::: II II II tV STAGGER ALL VERT. JOINTS & ~AIL @ 4" O.C. FLOOR SYSTE'v1 II I -lJ 11L..J1 II JJ.. Wj8d COMMON NAIL ~ 2x8 P.T. .... LL PLATE ~ 'A' ~ ~ 0 NO SPLICE @ HEADER - ~AIL SHEATHING TO "- ~~. HEADER W/8d COMMON NAIL@4" o/c (2 STORY Or\LY) 2x4 P.T. BASE PLATE f7\ WALL SHEATHING INSTALL. & NAILING SCHED. ~ r\0 SCALE REV. 02-11-04 MD ~ X ~ PROVIDE BLOCKING AT BEARING TYP. SEE 9/S-3 ~ ~ I SEE PLAN ~ ,;~FORCONNECTOR .. 2 - 2"x4" TOF FLATE :so CONST. GRADE SFF ~:::::.. ~ SFLlCE MIN, OF 24" AFART ____USF SFT24 W/E>-IOd TO STUD i TO TOF FLATE 2" X 4" SFF STUDS f) IE>" O.C. WI USF SFT22 i USF SFT24 EACH STUD ~//USF SFT22 WI(4)-IOd TO STUD i 4-10d TO BASE FLATE 1/2" x 12" A307 A.B. WITH 8 1/2" MIN. , EMBEDMENT W/2" WASHER " / /@ 32" O,C, MIN, 6" FROM ENO ~ (/ ~/ #3 PT SYP BASE PLATE ~:-..._.....~.::_-,--,-~....'-. 'I:" 31/21' - ~ . r" '",.1 fl ~ '" .. . ,..,," ~c!.J, ~ ';:.- ,. , , , :_'--"_!."-'-.!_._:'_'~==- , ,., ,., ,.,.... " ... OA '0..... , " .' " .-~ FILLER BLOCK AT 16" O.C. NAIL TO STUD AT WALL W/ 4 - 12d. END NAIL TO TRUSS GIRDER 1- SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING OETAILs---y~ ~LER TO ~ GIRDER TRUSS. NAIL W/ 2 - 12d EACI-- WEB CROSSING MATCH TRUSS / ~ BOTTOM PROFILE / ~ ./' 1iif'. ;='J. X -- --1- DBL. . ~I "-1/2" SPACE PLATE I'-', HE[GHT ~USP SPT24 TOP VARIES ... . . ~X "1 j ., ___!J.?~_~~TX2_~9I___________________ _ , I ~"-- OF EACH STUD I .............2X4 BLOCKING 2X4 SPF BLOCKING BETWEEN TRUSSES @ 24" O.C. MAX,w/ r(2)16d EA. END (TYP.) H[P GIRDER i---TRUSSES SEE PLN. TRUSS END J%~ USP MP34 @ EACH BLOCK SEE PL~ (2) USP RT3 (1) AT EACH BLOCK TO G.T. & (1) G.T. TO H[P JACK SHEATHING 2x4 SPF TO 8'-0" @ 16" O,C. RAKE CUT WALL TOP TO MATCH VAULTED TRUSS BOTTOM hi I ~ 2500 FSI COl\C, 4' '60'; ~ 1.1.I/2"5> DIA. RODS MiN. LAF 25" (ACI 31B) INTERIOR SEARINGsEE FOuNDATION FLAN MM w/UfOLIFT e 3..&" 5TEfO-nt")WN , S 6 NO SCALE REV, 3-3-04 AS LiFLlFT VALUES - (DOUBLE SIDE CONNECTORS-DOUBLES vALUE BELOW) - I (EACH CONNECTOR) EACH &TUD - 535 LBS, PER STUD !19J\EXTERIOR NON BRG. WALL DETAIL \....S-6 IAT HIP CONDITION WI INT. VOL. CLG. - ~.T.S, REV, 3-3-04 AS " ~ TOP SPLICE DOUBLE 10d <<1" tft; ~ /' I' . ~., 1'1' ~ 2 ROWS 10d @ 6" OjC ,/" \ r\OTE: PLATE LENGTHS MUST BE ,[../ AT LEAST 8'-0" LONG. TYPICAL \-BOTTOM SPLICE OVER STUD ./ ~ 5 ,TOP PLATE SPLICE DETAIL ~_~SCALE: N,T.S, ~ VARIES wi ROOF 'f' SLOPE 'X SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEA THNG DET AI~ G[RDER SEE PLN. FOR LOCATION '" ~ 'f' 2><4 SPF BLOCKING BETl1EEN TRUSSES e 24;' O.C, MAX.wl (2JI6od EA. END (1'( .J USP MP34 fil --.. 16d NAILS AT 2'-0" ON CENTER ~.C. MAX. \ "l'--~I r: ~ 1/2" SPAC ~ I ~SHEATHING I I USP SPT24 TOP / V (2) USP RT3-.J USP SPT22 BOT (1) AT EACH BLOCK OF EACH STUD .J TO G.T. & (1) G.T. TO , HIP JACK 2x4 SPF TO B'-OY e 160" O.C~ JACK [ITRUSS '~ ~ 2 X 4 CONT. AT 2'-0" O.C. WITH (2) 16d NAILS EACH TRUSS ~ I I I I rx I- I SEE PLN. - /19.2 EXTERIOR NON BRG. WALL DETAIL 'S-6 ~.T.S, 12 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 ~ : Oi ~ ~ "f..'J: "^ "^ "^ "^ "^ MDi\, {'; I~"<. 1/2" CEILING BOARD~ ~ l 3/4" P.T. NAILER ~ ./" lL 1/2" DRYWALl: _ ....... CURTAIN NAILER 1 X 4 P.T. @ WINDOWS 1 X 8 P.T. @ S.G.D. MARBLE STOOL 1 X 2 P.T FURRING ~---------- ~ ~ METAL DRIP EDGE U~~ ~2"XSUBFASCIA ~ ~ CONT. VENTED ALUM SOFFIT ~ ~ 8" X 8" X 16" K.O. LINTEL BLOCK ~O.H~ W/l #5 DIA. REBAR & SEE ELEV. 3000 PSI CONCRETE PRECAST "U" LINTEL WI 1-#5 CONT. IN 3000 PSI CONC. @ OPNGS. 6'-0" & OVER. I.....~PRECAST "U" LINTEL ALL OPENINGS ~ UNDER 6'-0" ~ ;--- FILL CELL -1 ~5 DIA. REBAR W/ 3000 PSI CONC. ALL LOCATIONS SHOWN ON FOUNDATION & FLOOR PLANS ALUM FRAMED WINDOW W/ SCREEN BRL40.2CKFOWILALINLSSUL ON EXT iAI~ PRECAST CONC SILL 1 X 4 P.T. BASE NAILER ~ 8" X 8" X 16" CONC. BLOCK WOOD BASE CEMENTITIOUS DECORATIVE FINISH CONC SLAB ~ ~ := N FTG. DOWEL #5 DIA. REBAR 6 X 610/10 WW,M =c 18" IN CONC. -25" EXTEND (ACI 530) 6 MIL VISQUEEN '\. \ ~ ',:, ~~g~NS~BFOAUL~62R~~I~~N ; ~ ~ . ~ ~ / GRADE I ',' _ ---7 _ _ _ r-- _ TOP _OF Sw:B ~ ~..:.: "'~:i;:~:::, t ~ ~ 0 TREATED: '" ;";~ , Iruj (2 N CLEAN FILl:'" :... ',',~::,\ CJ:I(9 , - SEE FOUNDAT[ON / 8 \ S-6 ,TYPICAL WALL SECTIODDNCRETE BLOCK SCALE: 1/2" = 1'0" REV. 9-3-02 MKD/mk W Ll...~Cl:: '0 Cl:: 0 W Ll...Ll... ~~~~ 2:-0::J UJ X~Cl::O () O::JLl...U Cl::OZU f- Q.."",w<( O Q..""'~f- <(0<(0 Z wCl::f-z Cl::Ll...w UJ <(ZCl::O 1M OW<(O '-' W~(j)O <( f-;::ZZ L- 0 0<( r- :JW-W o OCl::(j)~ O "..<(Z . W(j)W(2Z LL (9Z~Ll...Q UJ ;::QOo~ O(j)Cl::f-U 0::: OtfjQ~:::::i <( Ll..."",Cl::UQ.. W""'WOQ.. ::J Cl::Of-CiS<( o <(.....IZ .....I en 9:~;'6~~ VJ Cl:: -' ........ W-'O ::J>~ZCl:: <(0:><(0 ~~~g?' '10';) ~.- 0 ~ <( rr\ ~ ~ en '-' L.L.J ~~~~ I f/) 0 0 (I)~[(9 ~C8~ - 'OJ) u:: .....I ns'- -::J .....I .. (J) ~ OJ <( OQ,)W Cl:: "C U f- E ~ ~ ~ ~~ ~ t3 ~ ~ .....I('f')U:: ~ ~~ CJ:I 0 Ll... ~ R~ tj, W r-- 0 Ll... (9N ('1')<;1' Z('f') ('1')0 tt -~~ (2 ct ~ ~ I' ~ 0'00 . ::2 co co ~- r--..II (j) Q.. co co ti11 Lf) 0 ~ ~ <;I' Q.. 0 0 ~ ~ O'l <( <;I' <;I' W (9 (;) :r: ~ reZ f-. (j) $: (0 _ (9Zw <((0.-1 (j)~Qo Cl::N(O vi' - of-O O.-1=1l: Z ffiz<(u w~~ii 0 W<(~(9 :r::r:~, i= zf-~z f-f-..JLU :J (3(/)u- Cl::Ll...LLo. ..J Cl::wO 0 . 0 zWQ.......I 0 LLiz wO(j):J(j)Ll...Zo.LU (I) WZ(j)COZOO .0 Z :r:::lzwQ::Ji=Z~ CJ f- 0 <t: :r: (j) <( Cl:: 3::;) (1)- Ll...Z...Jf-5>wOol:l:l o <( Q.. :r: w (/) Q.. ~.... LU f-W.....lf-Cl::o.....la:2..J C (j)(9<(S;('f')Z<( 'LU WoCl:::>o<(Cl::<< <C cow~>-o ~..J::C C W-'U.....INOU~o ;::;:; ~ 03 ::J ~ :r: ~ ::l <:;:; 1.10 Cl::""'f-(9Cl::oo:::; 0 8~tn8~entnDD ii . L() mOO O.-J C?.-J C\J- L()I ~S ~W ~- L()> ~~ >-W 0:::0::: OU I-L() Zm WI- >0 ~.-J O'l o ('f') N o Z co 0 ....: 0;> ~ f- btA") ~ ~ g tIl ~~ N ~ ('f') Lf) (3 .-1 CJ:IoNZ " ~~c;:jw~ {3 C:('f')~~w '- ro.....l "",f- ro o Ll... .-1 u.. <(.-1 ~ . cci'~~~(O (/)~OU~.-1 c.. <;I' :J f- O'l w "0 Cl::Cl::.f- Lf) c..:r: f- w 0 <( O'l <( Q.. (j) U z: 0 :~S' o o U) W I- ::J 0 ~ Z U1 ... I:' o 0 ... I:' - > I N U1 ..J (J'\ III - [l] 0 I > U) (]'\ OWMU) 0:: M I:' A 0 I "" I ..J M D. Ul L. ... ~ I- ~ OJ <tUlll1 L W ... r ~ ~ .~ Z o o U) o Z ~ e,:) rJ) ,~ Vi:r::=:: 0 Wf-rJ)W:::::i ozrJ):::!<t oO-:r::> z~t::3:rJ) <tNWo::~ e,:)""~Oo ~O::OoO 3:0wWU <tlJ...:r::---'f- O::Of-~Z O:::::iO::rJ)1!E ~~~OO:: ~~<t~i3 C'J(/) l!)Z C'JO ..-i(/) > w 0::: Z o en -Lf) >0 W........ Cl::o U.-1 f-........ <(('f') r--Q.. (00 ('f')........ .-10 '~ ;g~ w ~ 0 UJ 0 () >-EEz Z Zf-O - <(Z- <( f- ZW~ -(j)> 0:: 0 ozo (V) tjo<( (9 Z :JUo 0 oz- owCl:: .....J 0 f- Cl::~g Q..-Ll... wCl::.....I 0 C\J :r: Cl::3<( ~ WWCl:: wJ- COIf- f-f-tfj - Of-U ~CJ) 0::: Z::J . >-OQ.. <( - >- <(ICl:: zO:: ~!:::O 0.. 3U zC() Z :SCl::w 0 W~ <( Q..zO ......J () (/)ZI 0... -<((j) 2=~::J SHEET NO. Q.. Cl:: 8-6 0 U W ~ 0 OF I (/) 25 :J ('f') 0 0 LAST PLOT DATE N March 11, 2005 @ DETAILS I ~ I ~'- " ..... CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE K (2) 2x12 wi 1/2" O.S.B. FLITCH PLATE :; ;:- ...~ 7116" OSB W/8d COMMONS @ 6" ON EDGES & 12" IN FIELD ~ ....N I 2 X 4 SPF : I AT 16" O.C, I I ~ L.---- BUILDER FRAME RADIUS :: ;--; AS REQUIRED II II I 1-1- - _U t I I : ~ -:- ~~ 2x12 BUILD-OUT BEYOND, SEE (6/S-7) SIM AT JAMB -. I 17 ~KNEEWALL @ ENTRY FRONT WALL , J N.T.S. USP LSTA30 w/(11)-10d ~TO TOP PLATE AND (11)-10d TO STUD. MAY BE ANGLED UP TO 10 DEG. ~ ~ ~USP LSTA24 WI (18) -10d AT ~ ~ 2'-0" O.C. MAXIMUM ~ "....... 2-2x4 SPF <<~ TOP PLATE I'--- 2-#2 SYP 2x12 OR WIF85 ~ - HDR. UNLESS NOTED ! ~ OTHERWISE (SEE PLAN) l..---'~ (3) S.P.F. 2x4 w/10d ;:.--- - @8" O.C. EA. SIDE USP HTT16;~ ; w/UH6d NAIL~ v EPOXY ANCHOR WI 81/2" EMBED, INSTALL PER MFG, SPECS. ....-- NO.2 P,T, 2x4 ~ BASE PLATE f6\HEADER OPENING \ J NO SCALE REV. 1-27-04 AS '-... ~ UPLIFT CAP. AT HEADER 1 STRAP EA. END - 1255# - I'; ,,/ II, I Iii I I I I I ',I I', l.t ,1'1 " 11,..... '" ... 'f ....... ~'::"" ... ....,",' ,,'" '<.. WOOD BEAM SEE PLAN FOR SIZE- SP HD412 TO BUILT-UP COLUMN I -- ~ !-----SUPPORT COLUMN -<>.... i: ~~ BUILT-UP 2x4's OR 4x4 "X :: ::1 ",----<2) USP HTA20 ", II II~W/14)-10d EA. TO COL. ........ II II ........ ....1 I I TYPICAL BLOCK_____ " .....: I ,II WALL "-- "~ ,~ " J)"""" ~/ VTIE BEAM , '"0 ~~V BEAM @ RAISED ENTF~Y I 2K ,MASONRY WALL , J NO SCALE REV. 12-18-02 AS UPLIFT CAP. AT HEADER - 2510# - STRUCT. SHEATHING 7/16" MIN. THK, - NAIL w/8d COM. @ 3" O.C. EDGES & 6" O.C. FIELD GABLE TRUSS NAIL TOP OF "1" TO GABLE TRUSS 12-12d & (1) SIMPSON MTS12 wi 14-10d x 11/2" 2X6 BRACE NAILED TO SIDE OF GABL TRUSS CHORDS 4'-0" IN LENGTH OR GREATER 10d @ 4" O.C. ' CLIP EACH T~~:' :~ (SEE ROOF N' PLAN FOR TYPE) I , : FRAME OUT TO " ,0 BLOCK EDGE ADDITIONAL ", ", I CHORD TO 2X4 DEAD- INFO ", ',J\:; WOOD w/16d @ 4"0.C. I I ,,'\.;r-=G V SIMPSON LSTA30 wi I I f,,~ ~; . J: 14-10d @48" O.C. NAIL DEADWOOD. TTV ,; ---- (2) 2x12 wi 1/2" O,S,B. I ~ FLITCH PLATE T?P PLATE w/l~ \Ifit STUD ANCHORING: 4 O,C. : 'fH~ STUD TO TOP PLATE: 7/16" OSB W/8~ / ~ SIMPSON LSTA 30 WI COMMONS @ 6":ON ::;- 14-10d @ 48" O,C. MAX EDGES & 12" IN: ~ FIELD ,Y PROVIDE SIMPSON SIMPSON SP II' \. Sr/EcEoPLLAN HUC410 WI 10 - 16d ,. AND 18 - 1/4" X 2 1/4" WI 12 - 10d EA : ~ TAP CONS TO MASONRY STUD :. COL.@EACHEND SIMPSON SPl ' n ' WI 10 - 10d EA: ~ f\. 2 X 4 SPF STUD G.C.' :: l '\ ,AT 16" O,C. CORD, i---~ ------BUiLDER FRAME RADIUS WI E~EVS. :: AS REQUIRED ~ ~ ~ 16x16 COL BEYOND - I , - /1ri.d@3"O.C.TYP. EXTERIOR STRUCTURAL r~HEATHING (MIN. 7/16") ~ ~ \ JI( ) ( ) ) ( ....... "-./ L............ , G.C. VERIFY INTERIOR ____ ~ 1/2" GYP. BOARD OR 2x STUDS 1 ----... _ EXTERIOR STRUCTURAL v ----- SHEATHING (MIN. 7/16") ~ VERIFYW/PLAN v---....- WI 1/2" ANCHOR BOLT~ ~ 6" FROM END OF EACH ~ SILL PLATE. ~.--... SEE 6/S-6 I 30"~'\EXT. FRAME CORNER , 'SCALE: 11/2" = 1'-0" - W e" o 0: SIMPSO~ LSSU28 (TYP.) )) EACH JOIST TO BM. CONN. ~ SEE ROOF FRAMING PLAN FOR SIZE - M.L. HIP BEAM TYP. 2 X 10 JOIST SEE PLAN SECTION A-A A-A M.L, BEAMS SEE PLAN ONLY O~E SHOWN FOR CLARITY USP MTW16 WI (14) 10d NAILS 511 " LL" 4" 5 1/2" /j/' 7- /" I ~ ./ /' I t I /'./ '+ I ~ " DOUBLE GRIDER TRUSS SEE PLAN (2) - 2x12 AS SHOWN WI (3) 3/4" DIA A307 THRU BOLTS IN-- I , - 29\SECTION AT CONVENTIONAL FRAMINI~ I r--.:O SCALE REV.11/27/02 HEADER SUPPORT HEADER ANCHOR NO. OF JACKS & STUDS NAILED TO TOP PLATES, REQ. AT OPENINGS HEADER & JACK 2 X 4 WALL 2 X 6 WALL HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES OPENING JACKS 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) 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 (3) (3) (2) (3) ~ SEE SCHEDULE ~~' ~ ~ ~-ROWS 12d NAILS STAGGERED@ REFER Tv : ~ ~ ~ 12" OIC EACH FACE OR 3-ROWS 26/5-4 OR 27/5-4 ~~~~t:-.......... 12d NAILS STAGGERED @ 12" OIC * WHEN STUD LENGTH IS LESS ---J' . . ~~:-...... FOR 2"xl0" OR GREATER HEADER THAN 12" USE LSTA30 STRAPS ....... . . ~~ ~ AT EACH STUD WRAPPED OVER ~ TOP PLATE & NAILED TO HEADER EACH SIDE WI 11 - 10d NAILS 1\ DOUBLE 2 X 12 NO.2 S.Y.P, 1"- HEADER W/ 1/2" FLITCH PLATE OR WI85 JOIST HEADER, (U.N.O.) 9' -16' (UNLESS NOTED OTHERWISE ABOVE) #2 SOUTHERN YELLOW PINE WITH AN ALLOWABLE BENDING STRESS (Fb) PER NOS = 1250 PSI AND A MODULUS OF ELASTICITY = 1,600,000 PSI 6,2 DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE, LATEST EDITION, HIB-LATEST EDITION AND QST-LATEST EDITION. 6.3 ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED, 6.4 ROOF SHEATHIr\G: (APA RATED EXPOSURE 1) 1/2" PLYWOOD OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 6.5 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES, 6.6 8d NAILS ARE RECOMMENDED FOR ALL SHEATHING NAILING. IF .099 DIA NAILS ARE USED ALL 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 16d NAI LS @ -...... 16" OIC TYP. " ~. DOUBLE 2"x4"-.. CRIPPLE STUD TYPICAL (U.N.O.) \ FILLING AND BLOCKING AS REQUIRED FASTENED TO f-- HEADER W/(2) ROWS OF 12d @16" OIC 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: /2"X4" STUDS TYP. f:USP HTT16 WI (18) 16d NAILS AND A 5/8" EXPANSION ANCHOR WI 6" .: EMBEDMENT U.N.O, OR lli 81/2" AT GARAGE STEP DOWN P.T. BOT. PLATE 1. PLYWOOD Ar\D SIDING: ( FIELD) USE 8d NAILS @ 12" O,C, ( EDGE) USE 8d NAILS @ 6" O.C. 2. GYPSUM: ( FIELD) USE 5d NAILS @ 10" O.C. ( EDGE) USE 5d NAILS @ 7" O.C, I 41""1. @ L________________________________________, I , I " I , , f3' I ~ ~ / \g.I I W ,'~ 4 f'T,: I , (2),' I : ,,' " I 5 FT.:----4f1.-----------@-------------J ,,' : 5 FT.: 4 FT. (2) \, CD :Q) @ i------m-~uuu~~~--;""~<@"'~jFT :'-nc@---u/~-- r--~-~'@-4-S: @ Ol)~ ;1;/ IV, HOLD DOWN CONNECTIONS 0 NOT REQUIRED @ BEARING WAllS WITHOUT UPFIFT I 11 ,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. =;:::. GIRDER - U TRUSS , ~2) USP LwGT2 CAP = 4100LBS , I F; ~ ~ ~ -I = CONTRACTOR NOTE: ALL DRILLED AND EPOXIED HOLES MUST BE PROPERLY VACUUM, BRUSHED, AND BLOWN CLEAN PER MFGR'S RECOMMENDATIONS TO ACHIEVE UPLIFT CAPACITY ~ WOOD / BEAM ALLOWABLE FASTENERS A: CEMENT COATED SINKERS B: BRIGHT COMMONS C: SPIRAL OR RING SHANK NAILS 0: CLIP HEAD GUN NAILS C~ cj=l A [... ~ A .. C~ , 4x4 ~ NO 2SYP WOOD POST (2) USP LSTA30 WI 16-10d TO POST & 16-10d TO BEAM EA STRAP ~ v / MIN. (3) 2 X 4 BUILT-UP COLUM.... ATIACH PL YS WI (2) 16D MILS @ 6' D.C. EACH PLY, TYP. (2) 1314 X 111/4 LVL WOOD BEAM USP HTI16 YW/5/8" SIMPS.ON "SET" EPOXY ANCHOR WI 8 1/2' EMBED I ~ I SEC. A - A UPLIFT CAPACITY = 4175 ~15 HIGH UPLIFT FRAME WALL r l~ \ GIRDER/BEAM CONN. U r--.O SCALE REV. 10/7/03 ~ CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE 2X4P.T. :. .......... 2, '~ I I I I I I , Vf I AT 16" D.C. /lf11 STUD TO BOT PLATE: I USP SPT4 OR SPT22 W/ 6 -10d X 11/2 ~~i ~~.II;> ~ 1/2"X8" VI,; ~ Ai'\CHOR BOLT r- ,. - @ 24" O,C, 7/16" OSB W/8d COMMONS @ 6" ON EDGES & 12" IN -............ 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" I" :::: ~ ~~.f 14" ~ 30" 14" rp. 4- B-'-i; ~ -!.A' DOOR LABEL PRODUCT ACCEPTANCE NUMBER - DSI-222 FINAL ANCHOR1f'JO OF ^ WOOD FRAME UP fO 5 '4 X 6.'8 SINGLE INSWING UNIT W/WO SIDEUrrS PRDDUCT ACCEPTANCr No.: D51222 -j r-6" f ~ \h cb r. R@ ""-, D' W 6"-j r- @- 0- 30" ~' - L 0- .. ~ 0-:r. 'B4 -(j) 0- r'E' -(1) =@ (it.- s 1/2"1 t -0 30" ~::@ -!.A,L ~~ CP 01- _ G ''''k ' ,/.;j l_ SCR(W 3 U 0 x 5 / 8" PI:Ilt.LIPS FL4T HUD 4 #10 x 1 3 4" /'VoT HGtD 6 #10)( 2" /'Vol HCJoD 7 # 1 0 )( 3" PHlt.UPS fV, T H!;.D 2" TYP. , 1/.'~' if'- - r-. 2" TYP. -j t- '1 . .--1. ...j ~ r- r:;;J L I 1 I .....1 JJJ)\j) J CO 0 \j) \:!).:lJ.J;, "-'D' 7 CD- ~(1) 0_ , B L". ! 'B'- ~ l ~ 5 1/2" r. I 0_ r<v \-'C. 1-(2) _'A' 'C'- (j) ~ (!) (J) .1<1 ~~~ -J 1--' 1/..t ' l/2:"...l ~ I "'" 9 7/6" ~"'-- ! _~1.~.~ "J (f;- ~ '1{~- w ~ ~ T .. r:r HlNCE DETAIL J:IfJIE; IlIt'DI SIOam: IS ATfIIQiD) TO H/HC€. .J.t,jIlJ.,. I@. SCIQ. lIUST at lJU'l) ~ OF A ~ SCRf:W N40 A I (J) SGM:fI PD' SCREW SCt/Cl4JtL 'E'" ~ ~-~~ /{!) .. "1:'" LATCH DJ:TAlL ~ lIlf1EN SIOOJT( IS A IT ACHED TO !,ATCH JA.IIlII use # 8 )( 1 3 / 4 ,. fl'M1I..LJPS fU..r !DO SCREWS IN S1RIK€ PU~ NIO I (4) SCR[W lNPUoCE OF I C!J f"ROW SdlEw SCHEDUlL I"--R:> f\.);~ ~ ~ t'-....~ ~"- 5~' ~~. "- t.JhIf: V~, sa LOCJ<~ loWU'ACT\JJl!llS ~ r'EI c:::-y ~~ INSWI~ THRCSHOLD ~.t) "".~ T'HIU:SHOtO ... I. (~) cr- ~ BA1NI(J'f-FRa ThruMId Size: upto5'4x6'8 Product Acceptanu Ne>: D81-221 tnsWin. (woodjtunb) Configuration: 2'0 2'4 2'6 +80 .80 +80 -80 +80 -80 x. OXO, XO, OX ],.R J.O +50 -8(J+.~O -80 ...w .{o1J +<)0. ./,)() .SO /:>7 ... 50 ..c;>(j ~5() 41 ...50 ~> Singl.: Opaque W ISi\Sclites SinJle QJa;..1>d WlSi\SclilcS (Door do<1 not m<<t Mjssil~ lrnpact) T<'Sl' 210.198'1.210-2024 ...75 .80 +M -77 ~.71 Wa, ~.: Nan Ya Plastics 1 Plastpro Livingston. NJ 97()39 NAN Y A PLASTICS CORPORATION I PLASTPRO, INe. DISTINCTION FIBERGLASS DOOR PRODUCT APPROVAL TEST RESUL IS INSWlNG: Opaque and Glazed Max Door size: 5'4" x 6' 8" DESIGN PRESSURES Description Single Single Single Single Sin~e OPAQUE Door Size, !~ressi!rq 2'0" x 6'8" .+&0 -80 2'4" x 6'8" +SO -SO 2'6" x 6'8" +&0 -so 2'8" x 6'8" +80 -80 3'0" x 6'8" +80 -80 DeM'rilltion Single Single Single Single Single Drawiol! # 99-01 99-01 99-01 99-01 99-01 Single w/sl 2'8".x 6'8" +60 -60 Single wls! )'0" x 6'8" +60 -60 99-01 99-01 Single w/sl Single w/sl Configuration: X, OXO, XO, OX Test ASTM E-330-90 AAMA 1302.5 ASTM E283-9l ASTM EJ31.96 TESTS ~r1ptiOll Uniform Static Air Pr essure Forced Entry Tefl L<>eatloll National Cel'titied Testing Lab Orlando. F10rida National Certifie4 Testing Lab Orlando. Florida Natiooal Certitied Testing Lab OrlAndo. Florida National Certified Testing Lab Orlando. Florida Test Inte ltI03/1997 ()410111998 I lI031 1 997 0410111998 llI03/1991 04/01/1998 1lI03/1997 0410 lI1998 Air lnfiltratioo Water Penetration Product AcceptancelLabel No: DSI.222 GLAZED Door Size Pressures 2'0" X 6'8" +75 -80 2'4"x6'8" +64.77 2'6" x 6'8" <<:i0 -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 Description Double Double Double Double Double 2'8" x 6'8" +50 -60 99-04 3'0" x 6'8" +50 -60 99-04 DOOR LABEL PRODUCT ACCEPTANCE NUMBER - DDI-224 F'il~At ANCHORING OF A WOOD Ff-?AM[ UP TO 6 '0 x 6 B DOUBLE fNSWING UNiT PRODUCT ACCEPTANCE No. 001224 4"np. I I)" -11 f 6", - >- r 6" f (d./) I 'DU rf- 14"np.~f ~f- I ~F ~; W" n~-IlJ-~f ,J,f- ~ t-f- m. 14" TYP. L~ .~;f l7J ~@ (2) \' "-#B1 (1) -!.A ' &lM -(2) I =@ f- 5 1/2" i- I--r -(1) 'Bt- -CD -0 -=-p -1L 4 :1./2~ SCJ!E'''' SCkl1XJLE 3)1 10 x 5/S" PffiWPS IV T HOoD 4 10)( 1 3/4" PHIWPS rU. r HOoD !>). 10 x 2" PH/ljJPS f1....<r HOoD 7 10 x 3" PffiWPS rU. r HOD )..J..J: 7 I @t---.. 9 7/S" ~tw~J CD '-.:'Ji:.J -8" HINGE DE1'AlL 0- JtllcrM -1 I 1- -I -\ -0 ,,~ -" ~ ~ ~...... ~~~~~ "'- >U UlCJ( ___ fJ:::--' loWILf'AC!tJIIDlS. ~ ~ fti3 -[T ASTRAC,(L PLA.TE NAN YA PLASTICS CORPORATION I PLASTPRO, INC. DISTINCTION FIBERGLASS DOOR PRODUCT APPROVAL TEST RESULTS INSWING: Opaque and Glazed Max Door Size: 6'0" x 6'8" DESIGN PRESSURES OPAQUE Door Size Pressures 4'0" x 6'S" +74 -82 4'8")(6'8" +64 -70 5'0" x 6'8" <<:i0 -66 5'4" X 6'8" +56 -61 6'0" x 6'8" +50 -55 Drawinlllf 99-08 99-0S 99-08 99-08 99-08 Description Double Double Double Double Double ConfiguratIon: XX Certll}'ing florida En&lneer Teot RepOrt 1# and Lieense Nomber 210-1987-I.Z~;o' BarryPortnoy 210-2024~ '""I; P. E. No. 16258 210-1987.1. z.J, if Barry Portnoy 210-2024-I(,1".? P. E. No. 16258 2 10-1987-1. !.J.y BarryPortn(lY 210-2024"~U P. E. No. 16258 210-1987-1"Z,.J.tt I3arryportnO)l ~ / ~;;"iLL~;f17 Tcst ASTM E-330-90 AA.\tA 1302.5 ASTM E283.91 ASTM E331-96 TESTS Desulptlon Uniform Static Air Pressur e Forctd Entry T~t Location National Certified Testing Lab Ot'lando. Florida National Certified Testing Lab Ot'lando. Florida Kational Certitilld Testing Lab Orlando. Florida National Certified Testing Lab Orlando. Florida Test Oatt 10/0311991 04/011199& 10/0311997 0410111998 10/03/1997 04/01/1998 10/0311997 04/01/199 8 Air !ntiltration Water Penetration Product AcceptancelLabel No: DDI.224 GLAZED Door Size Pressures 4'0")( 6'S" +74 -74 4'8" x 6'8" +64 -64 5'0" x 6'8" +60 -60 5'4" x 6'8" +56 -56 6'0" x 6'S" +50 -50 Test RCl><lrt 1# 210-1993 210-2Q24 210-1993 210-2024 210-1993 210-2024 210-1993 210-2024 DOOR LABEL PRODUCT ACCEPTANCE NUMBER - D8S1-226 FINAL ANCHORING OF A....OQD FR...""E UP TO 5'+ x a'o SINGLE IN$WING UNIT w/WO SlOfUITS PRODUCT ....CCEPTANCf: No.: 08$/226 1 Q -1 r a" f -10 1 )::l!> (z) ~D' 25 112". Vt 0- 6"~1 r @- (j' L- rf- 12" TYP, ~i-' 12" TYP. f-i- 12" TYP. ~I--t ~~. 12" np, 25 1/2". --.!A' ~f- 12" TYP. B-+-f ~f-. 12" rf.- 25 1/2". -(j) 0- 12" np, '"I~" i::t5l ('\ Lf-:' ~ r-(7) .v 0r- .J W l/1-t 4 1/.:...1 l-. .., c r-L -0 ~ -0 0- 0- 'B'- 0-~ ~ L 0- 'ilL- j 5 1/2" I t [. -(j) ::@ -0 ~ S01IEDLU' 3JI 110, 5/8" ~ FUr ~ 4)1 110 , 1 3/~" i"l4llLt'S FUr MOD 5)1 110, 2" I't~ !VT NOi) 7) I t 10 x 3" PffC.~ FUr HlN) .r'E' ~PI @) "-- 9 7 /S" ~S:rrr~J Q}-~' -0' H[NCE DETAIL JJJ:1IE; WHOI &(>Q.I'Il;~~ TO l1fHCt .l,',W A , ~ lIV$T arusro OFA 5SC1l('lt' !HJ A I 7 !iit:1lOI ~1l(W SCHW.U: . '( , "'" ~ ~~~ . -C' LA1"(;H DUM!" ~ WNVI ~ /$ ...rrKHEI> TO U.rcH JNJe USL 8 x 1 3/4" P!illLJP$ /'V.r NO/) rn: H STRfI(E PV.~.. AHO I 4 St;;RCW wPUa OF , l.!J rnou SCHEOUlL tv cb 2: 2" TYP. -- ~ r'li.'T,,;a"-1 1 "'1r2"TYP. =- ~ ~R IN'>WJNG TIjPFSHOl D -j ~~ rL -(1) 25 1/2" '""-, O' L- r+- 12" TYP. t+. 12"~ 12" TYP. ~~. rJ 12" ITP, t-f- 12..~. :~tt -0 o - -10 ,-0 25 1/2" t S 1/2" t -<V -<V _'C' -0 7.X'j'{.,7 ~\) IfjSWlliG rHRf>HOI D e-~i f: E cb 1-=1 7Y7Y7 'Il'~ CD- G)- (j)- 0- (OptMoI) ~-_. vv ~ fW'rRIfR-fRIT T~r..h"l<S 25 (/:. -J.A,L 0- 'c'- CD- (J) (j) II ~ --1 1_ \ _ I l- \" 4 1/2" [ 4 1/2;'~ 1-',0\' 'Il!'" 'Ct.- ,v'E' l Siu: up te> SA ,8'0 Product Acceptance No: D8SI-226 In.swin& (wood jamb) Confi&llI1Itioo: 2'0 2'4 2'6 +99 ,99 '89 -39 .&4 .&4 Sin3I~ O?oque WlSic,l.,\i"", S"'tlc Glued Wi'Sic,l.,lilr;s (000< ~ nQt m<d Mi..ik lmP*ct J T<::>t r 2\O-2024,4.5.6,ln.\ 1.12 +99 .99 Ws. by: Nan Ya Pl..1i<:s I Pu.~ .84 -84 +89 -89 NAN VA PLASTICS CORPORATION IPLASTPRO, INC. DISTINCTION FmERGLASS DOOR PRODUCT APPROVAL TEST RESULTS INSWL~G: Opaque and Glazed Max Door Size: 5'4" x 8'0" DESIGN PRESSURES Drawinl!: # 99-06 99-06 99-06 99-06 99-06 OPAQUE Door Size Pressures 2'0" x g'O" +99 .99 2'4" x: 8'0" +89 -89 2'6" x 8'0" +84 .84 2'S" x 8'0" +78 -78 3'O"x8'O" +70-10 DrawiDI!: # 99-01 99-01 99-01 99-01 99-01 Description Single Single Single Single Single Single w/sl 5'4" x 8'0" +53 -64 Single wisl 6'0" x S'O" +50 -60 99-01 99-01 Configuration: X, OXO, XO, OX TESTS CertifYing Florida Engineer ud LleellSe ~umber Barry Portnoy P. E. No, 162SS Barry Portnoy 1', E. No. 16258 Barry Portnoy P. E. No. 16258 Barry Portnoy P E No 16258 ~ ~ HAd10 rrf/ Test ASTM E-330.90 OtKrlpllon Uniform Static Air Pressure Forced Entry Teot Loeallon National Certified Testing Lab Orlando. Florida National Cortitied Tes1ing Lab Orlando. F10rida National Certified Testing Lab Orlando. Florida National Certified Testing Lab Orlando. Florida AAMA 1302.5 ASTM E283-91 ASTM E331-96 Air [ntiltration WBler PenetratIon Product AcceptanceILabel No: D8SI-226 Description Single Single Single Single Single Single wlsl Single wls! Tut Date 04/0 lIl998 04/01l199S 04/01/1998 04/0111998 ~~ ~ ~~ ~ ~~ s~'~~~ :::: SEE lOCI(~:::'--- f.INNF~ ----...-... ~ e'""T' :Q~ INSYot..a ~'Q ~t) INSwlNG ~ (~l r ~ IWlRU-F8lr Thrd1toI4 X. OXO. XO. OX n 3'0 +,g .78 +70 -70 '53.}4 <A.OI dO-6Q ...78 .78 ...~ .70 .5U4~.O' .5()-6Q LiVln&slon. NJ 070J9 GLAZED Door Size Pressures 2'0" x 8'0" +99 .99 2'4" x: 8'0" +89 -89 2'6" x S'O" +&4 -&4 2'S" x S'O" +78 .78 )'0" x S'O" +70 .70 Drawinlllf 99-04 99-04 99-04 99-04 99-04 Description Double Double Double Double Double 5'4" x 8'0" +53 .64 99-04 6'0" x 8'0" +50 -60 99-04 Test ROpOrt 1# 210-2024- 4,5,6,10.11.12 210-2024- 4.5,6,10.11.12 210.2024. 4.5.6.1 0.11.12 210-2024. 4.5.6.10.11.12 DOOR LABEL PRODUCT ACCEPTANCE NUMBER - D8DI-228 FltjAL ~NCHORltvG OF ^ WOO.DJB&jE UP TO 5'0 X 8'0 - DOUBLE: INSW1NC UNI T PRODUCT ,oCCEPTM.JC[ '-i". 01301228 I "1 16" f 6" "'1 f-- 6" 4" If- ~_ cb @ "'-, D' 12"TYP. ~ ~~. ~f-' I -0-3 12"TYP. ~f-' 12" m. ~-f ~€-. 12" TYP. 12"tp~' ~i I ~~ KIM t-f-- . I - 0 12" TYP. .tfr- L I -0 12" TYP. J1-L-f =<D 0 0 Lf-:-~' h0 T T.I .J W 1/2" L 4 1/2':..J J- L [ 4 1/2" f 6"1 I 1- 0:: CD- (1 -0 =0 -CD -!.A, , CD- 0= 51/2" ~ ~- CD- -1 \ '/4.'_ . ) ~;;v[CD- y~ 0= ( . ( , 0- 0- 0= 1- -1 L"/2" (1 I T SCRO/ SC1-lWUU 3 10 x 5 8" Pl-i!tL;PS FU r HV\D 4 10 x 1 3/4" I'H'U;PS f1..AT HUD 5 10 x 2" PHlURS f1..A r Hv.D 7 10 x 3" ~ FUr HVJ:i ~l riF\ 9 7/8" ~;;--.... J ~- ~ ~:WM @I -~ -rJ'- ~ S(.C l.Dcx .,,!). J ""'S~L, ' -~~ "(.-. LATCH DETAIL ~Er HINCE DETAIL 9i3 ~'-.~ j\) ~~ ~ ~, ~~'I\J ~~ "- lftIf: ~/ ~" ~~~ INS Tl>VCTJONS - [J' ASTRACAL PUrE NAN YA PLASTICS CORPORATION I PLASTPRO, INC. DISTINCTION FIBERGLASS DOOR PRODUCT APPROVAL TEST RESULTS h"iSWING: Opaque and Glazed Max l)Qor Size: 6'0" x S'O" DESIGN PRESSURES ... ~ I/,<SWlNG T'HR[~HOtD ~ IffS'rlOHG 11-IRf'SHOtD (o.~) ~ RARRlfR-F'RfL Tlw'..nos.t OPAQUE Door Size Pressures 4'0" x 8'0" +99 .99 4'8" x 8'0" +89 -89 5'0" x 8'0" +84 -84 5'4" x 8'0" +78 .78 6'0" x 8'0" +70.70 Drawiol! N 99-08 99-08 99-08 99-0S 99-08 Description Double Double Double Double Double GLAZED Door Size Pressures 4'0" x 8'0" +99 .99 4'8" x S'O" +89 -89 5'0" x 8'0" +S4 -84 5'4" x S'O" +7S -78 6'0" x 8'0" +10 .70 DrawiniZ If. 99-06 99-06 99-06 99-06 99-06 Configuration: XX Certlfylog florida Enlitlt~r aDd License Numbn Barry Portnoy P. E. No. 1625.t._ Barry Portnoy ~No. 16258 BanI' Portnoy P. E. Nu. 16258 t Ba.-ry i'ortnoy P. E. No. 16258 ,~~r, (tv Tut ASTM E-330-90 AAMA 1302,S ASTME283.91 ASTM E331.96 TESTS De"rtlltlon Unironn Static Air Pressure Forced Entry Test Loe.tioll National Certifie4 Testing Lab Orlando. F10rlda National Certified Testing Lab Orlando, F10rida National Certilied Tesling Lab Orlando. Florida National Certified Testing Lab Orlando Florida Test Date 04/01/1998 Test RepOrt 1# 210-2024. 10.11.12 210-2024- 10.11.12 210-2024- 10.11.12 2\0-2024- iO.l1.12 04/0 lit 998 Air !nfiltralion 0410 11 \ 998 Water PjlI\ettation 04101/1998 Product AcceptanceILabel No: D8DI-:nS CertifyIng Florida Engineer IlId L1cellSe Number Barry Portnoy P. E. No. 16258 Barry Portnoy P. E. No. 1625& Barry Portnoy P. E. No. 16258 Ban)' Portnoy ~ '~:~ <<ef! lJJ () I- o Z W o ~ o o LL W 0::: <! ::J o U) w ~ l.J...<t:D::: '0a::0 W l.J...l.J... ~W"",I- o~z ~-o~ x~O:::O O~l.J...() a::ozU o.."",w<t: o..~~1- <t:0<t: wO:::I-O O:::l.J...wZ <t:za::O ow<t:O W~(/)o I-~ZZ gwQ<t: oa::(/)W <t:Z~ ~(/)w<t:z <.:Jz~B:o ~QOoi= 0(/)D:::f-c5 OZO::S::-: l.J...W~()O:: w~wOo.. ~O~Ei5<:( :::l.-J- .....J o.....J .D:::;;t '" c::( (j) 0 ~ '" D:::.....J "- .....Jw.....JO .....J>~z:a:: <t:0;><t:0 w <.:J """ I ~ N 1-. (/) S: '.0 <.:JZw <t:(D~ zO D:::~_ (/)__0 0.... . 0 I- 0 .... 8]Z<(U w~~ii w <t: S:2 (;) J:: I:tt: . Zti;!:!::Z I-I-....lUJ BD:::BO D:::l.J...LLQ. ZWo.......J 00.. WO(/)S(j)l.J...z~r5 WZ(/)COZOO ~O I~zwQWi=Z~ I-O<(I(/);;}.a::=-:;) l.J...Z..JI--....O...t:n O<t:o..IGJ~n.~ . ti;W;;tt::D:::O.....JQ3: wga::s:82:c?~UJ COw:::l__O<l:::::l 01( W.....JI-..- Ol-....l::l: IS:U~('\JWUO::U I-O~~~Z~~~ OZI-O-~I-DO 1-~(/)U3(/)(/) . ~~.-J en+l~(/) Q).~ 0 8S Q)UU;Z ~ ~ ~ ~ I (/)0 0 en ~ g:: <.:J Q)C536 -'OJ)u: .....J (Q'- i= :::l ...(/)a::CO O~t5 e" l.~~ ~)X7"G ~IY C=:::JO <cm ~Ct ~ .... ~ (jJ (9L- li:) (.) Z - .....J ~ D::: I- 2 o (/) (/) W o U ~~ ~~ <.:J ('\J 0') ~ Z 0') 0') 0 <t:.....J 0') 0') a:: l.J... ('\J (\j o - 00 u)~ ~~ I.D 0 r-:..,..:. ~o.. 00 O'l <t: ~ ~ v) Z o j:: :;) ....I o (f) z " RJ Q II( C ~ o -' LI. O'l o 0') C'\I o Z co Q ...: O)l :;;: I- j'-. N E ~~1X o xwO (/) <WI ~ 0') l.J... ?;; 5 .-1 ffi 0 ~ ~< ~ ~~ ~ W ~ ~ C0'),.....Jw 0 ro .-J <:t <t: I- 0 0... l.J... .-1 a:: c(.-1 0 co~u 'rci'''':'I-_CD (/)~0()~.-1 a.. <:t ::) >- O'l w .-10 D:::a::.>- I.D a.. I I- W 0 <t: O'l <t: 0.. (/) U Z 0 o o z IJ) o - U1 - > - Q ~ C - ~ o ..J U. ..J ~ ~ I- Z W Z LJ 0 o IJ) ('oJ LO ('oJ -r1 (j) Z o (j) > W cr: @= (1) - I I I 0- ~ , o . (~ ~ CD= 01 r ~i<1>~- 41/~ J-l./.- t, 1/) L -r<'- ~ sa: UX:k ".....-j ~S~ ~~ -4 ~c- LATCH DETAIL w ~ <( Z Z <( ......J 0... (/) ..-I - <x: I- w o SHEET ~O. S-9 LAST PLOT DATE October 11, 2004 PLASTIPRO DOOR DETAILS <:t o o C'\I W I- ::J 0 U1~t' . t' o '";" N > lJ' 111 ...J 0 I CDUlID W M Ul Il: M t' o I I ...J M 111 lL. w- I- ~ OJ U1 a. I W w- ~ ~ .1- o z W t::l Z v;~~ 0 Wf-(/)W:::J OZ(/)::!~ O-I> ~~t:::s:(/) od::",wo::~ t::l"'~OO ~o::ooo S;OwwU ~L.L.I-Jf- O::Of-~Z O::J 0:: (/):J:! (/)::;:woo:: I(/) t:i: z::> f-_od::~U w o ~ o 0::: >-u...Z Zr-O <t:Z- zwS!2 -(/)> OZO tjOc( ::)UO OZ- Owa:: D:::f-O o..t::ii wD:::.-J D:::$:<t: wwD::: ro:r:>- I-f-z Ol-w Z:::lU 00..: ~:r:o::: ~t=0 zS:U <(c!::w ..Jl.U~ 0..z:0 (/)ZI -<t:(/) 2=2::) I- o Z l- I o 0::: >- a.. o (.) 0.. 0::: o U w ~ o I (/) :::l 0') o o C'\I @ MIAMI_APE -. BUllDL.'iG CODE COM?.tJA."it'E OFF ICE (BCCO) PRODUCT CO:\'TROL DJVJSIO;S MIA,MI. DADE COUNTY, FLORiDA MBTRO.DADE Fr..AGLER.~ut!J)fNG 140 WESf FLAGLER. ST:RJ!;ET, Sl)lTE 1603 M'lh.\11, i<1.0RIDA 33\ )0.\56 3 (3 OJ) 375-2901 F,~'X (3Q5) 375.2908 NOTICE OF ACC~:PTANCE (NOA) .. CertainTeed CorpQ":atlon'-.'.""""."..'''~'-'''.''''%''.'''''.'''''-'~'--- 1400 Un.iQn ,M.eeting Road lUue 8eU, PA 194Z2 SCOPE~ This NOA is being lssllcd under the applicable nut's <l.nd regulations governing the 1.l~e of COnstruction r.nateria1s. The d\x;ume;ntatiQfi subnutted has bt.'en reviewed by ~tianu.Dade County Product Control Division and ac{;epted by the Board ofRu1es and Appeals (BORA) to be used in Miami [hv:ie County and other .\l'!~as \vhen~ all~Y\lied by tbe Atlthority Having Jurisdiction (AliJ). Ibis NOA shall not be valid ailer the expiration date stated below. the Miami.Dade County Produ~t Con.trol m~'ision (In ~1jami D.tde County) and/or the AHJ (in areas other than Mi$nu Dade County) reserve the right to have this pt'Odu~t or material tested ftlf q\lality assurance purposes. If t.his product or material fuirs to perfornl in t11c accepted manner, the manufacturer wilt in.cur tbe (~xpense of such testing and the AU'] Inay iromediateIy revoke, mooify, or suspel1d the use ofsoch prOduct or matel1al within their jurisdiction. BORA reserves the right to revoke this acceptance, i.f it is detlttffiined hy Miami-Dade CQunty Product C<lutrol Di"1SiOll tlh>t this produloCt or mate:r1.'ll faDs to nx:et the requirements of the applicable building code. This product is approved as oescribe.d herein, ,t11d. h.as been designed to comply .....'lith the Hig.h Velo-:ity H\mican.e Zone of the Florida Building Code. llESCRlP'IION: I_andmark 30 (a.nd~AR) (and '\VideTrack QB), Landmark 40 (and-AR) (and \\'ldeTnltk QB) and Landmark 5(} (and-AR) (and WideTrack QB) LAllEUNG~ Each unit shall bear a permanent label with tOO manufacturer's name 0.1' logo, city, state and follovvillg statem{~t; "Miami-Dade County Product Control Approved", unless otberwise noted herein. RENEWAL of this NOA $haJ1 be considered aiter a ren~wal application has been filed and there has b~~ no change ill the .applkable bu.ilding code negatively affecting the performance of this proouct. TER.'\HNATION of this NOA will occur after the expiration date Q'( ifthere has been a revision or cnapge in the materials, use, and/or manufa<;ture of the product or pr<xess. ~tisuse ofthJs NOAas an endorsement of any product, for sales, advertising or any other pl.lll"lOses shall autornatically tem1inate tills NOA Failure to c.omply wk1J any section of this NOA shall be CalJse for t.tnnination and removal ofNOA. AnVERTlSE.MENT: The NOA number preceded by the ""'oros Miami-Dade County, Florida. aud ful1Qwed by the expiration date may be displayed in ad....eTusing l1teTature. If any portion of the KOA is displayed, fuen it shall be done i.n its entirety. INSFECTION: A. copy ofthi$ entire NOA shall be provl\.kd to. the user by the l\la!'l1...l.facuu-<.1' or its distn1mtors and shall be available for inspection at the job site at the request of the Building Official. 11,is NOA cOl1sists of pages I through 4. The Sllomitt.:d dooumentation was revie',ved by Frank Zuloaga, RRC NOAN'q,; nZ.Ul'.M3 EJ:pltatioll Date: lU/ZS/\}7 Appnn':d lJate: tt31Z1103 Pai!e 1 of4 6. 1.,ABELL'\G 6.1 Shingles. shall be labeled wi.th the Miami-Dade Logo or the wording "Miami~Dade CQunty Product CQntrol..l\:pproved". 7. lnilLDlNG PER.'U'l' REQt1JRE.'\lENTS 7.1 App!i cation for building permit shall be accompanied by eopks of the fo nowin~: 7.1.1 This Notice of Acceptance, 7.1.2 A11Y other d<Xl.lment'S requ.ired by the B\li!ding Official or the applicable <:ode in order to proper 1y eY'dlua te the 1rt,.<;taUat1on of this system. DETAlLA Rake Edge ..:.~.~~..1 CERTAINTEED LANDMARK 30, 40, 60 An dimensions SMwl'l ar~ In inChes - {) M31 --I [-55184 !-.....................16 1/4.....................1 f '''-1 , ~~ l-'~ gl /".... .....11 114. .. ." ~" +. ~.. ~ Y.:~ _ .2"! - --------I:__ .27112.~- .t;- . --- ~- -E~~:l;==t. ..- t::.:~! ~---_..-.-l...-_........r.33.. 1/8 . ....................... '11' I _.... b-..-..,-1~=~i-- l'&~" J [ IT r~ \~' ...... ~~._ · _:: Eaves KOA No.: OZ-1i19,Q3 E~piration Date: (21).8/01 Appro"al J)atN 031Z1/03 Pllg~ :! of -4 ROOflNG ASS.lL~IBL y ApPROY AL. C"tego.ry~ Sub-Category,- Rooi1ng 07310 Asphalt Shingles Dim.ensional \Vooo M at~rhl.1.s DI;~K T}~ 1. SCOPE This revises CertainTeed Landmark 30 and AR (and 'VideTrac.k QB), CCl-t.ainTeed Landmark 46 and All (and WideTrack Q.B), CN'tainTH~d Landulalk 50 and AR (and WideTnt~k QB) Shi.ngles as manufactured by CcrtainTeed Corporation dcsaibed in Sectto-n 2 of this Notict~ of Acceptance. 2. PRODUCT J)ESCRIPUON P;n>duct l}im~nsion~ Product Desniption Test S})cdfic-a lions PA 110 A heavyweight, 247lb/sq, dimensional asphalt shingle. FA IIO A heavy wdght, 2641bfsq, dimensional asphalt shingle. P A 110 A heavy weight, 2961b/sq, dimensional asph.a.lt shingle, proprietary Accessory sbingles i\.)[ hip, ridge and starter strip applications. Certainteed Landmark }O and 13W' x 38 %" AR (and WideTrack Q13) Cert.ainteeq tandn1ark 40 and 13%" x. 38 W' AR (and WideTrack QB) Certai.ntc~:d Landm.ark 50 and 13W' x 38 %" /ill (and \Vkl.eTrack QU) Accessory Shingles \':anODs 3. EVlDEiXCE SmnUTIE.o~ nst. ..~~en.sx Test [dentit1er l\;~t N<~m~Rt1'pott Date Cnden\-:riters LalxlnHories, Inc. R684 PCTC..O 1..02-0 1 CTC-006-01..0 1 94l'\K9632 02NK42448 UL 790 04/02/01 01112/01 Hil2/02 PRl Asphalt Technologies, Inc, PA 100 \'Jnder\V1itus Labot<ltorics, Inc, Wind uplift resistan;;.:e PA 107 11/30/00 11/08/02 4. Ll:.l\UTA'JIONS 4.1 Fire cl3SsiEc,lt\on is Mt part ,)f this acceptance; refer to a Clment Approved Roofing M~terh11s Directory for flr~ ratings ofthis product. 4.2 Sb.ul not be installed on t'oofmean heights in excess of 33 ft s. INSTALLATION $,1 Shingles shall be installed in compliance with Rooting Application Standard RAS 11$, 5.2 Flashing "hall be in accordan<.:e with Roofing Application Standard RAS 115 $.3 The l}}anUf2cturer shaH pHlvide clearly written app1ication instructions. 5A EXf19$l..iJl,; and cou.r~ layout shall be m compliance \\ritb. Detail 'A" attached. S,S NaHing ~.h;ln be in comp1iaJ;~ce \>11th Detail 'B', attached, ~ 9 .~.:~, NO,\ No,: &2-1219,()3 Expiratiitll Date: 02128/07 Approval Date: 03/27i03 Pllge 2 of4 DETAIL B ,~...-.... .........-.... 383/4" ,______________...~......"',. --.f ,.,.. · 4 ,., '4" ... j-..-.-..--..... · ,-," ........................; :-'w: 14 ---,,--" .....~......." ,.",~""'-~,,- ~ \J>' --,. !~ , I-r--~- . 11- 1.1 [-I ~11- 1~ I I 13114" Il~rJ=r1Au-k -i U\NDMAFZK 30, 40. 50 (AND AR) ';".,____. -_..,- -,------- 383/4" "'....'''.------ -"',,~~,...,,'^,~~~,~,,'~,~, ~ 1~::;~;Z%?77/Z(/2;;~?22Z{Z2;a~~~J~"~':.~::;;(Z~U>22Z;:7"'77'.. ... .. .""..,'".........., !{~lhr~ ~HU: fl;t(~)" at)fj S$t~ntJ~if'"$k'~~ !~.~'n J:.5-;1.7.t(> 2.i 'Z) ! ~. !<kii ~"'Ieoo llf:0~ & !c'W~( !W~: ~1-l~$.. ~ '" , '4 ">'." .,,,- ......-,....-"..-........... 12~ -.. .. .................,,,. 12 ......,..,.-. -...--....--.-, "i", --...., .. I 13 1/4 i-_.--- 1" 'b' -----~--~.-..-...._..-..-._.. ..'r " ' ~ ~ ........". ! \\'lDe .~-..'''......._......__..........-..'7~~~~ ~ ''1 ''=; ,.......~... -...{ "..'" . .~~1."'''---..,,,......,..........,.,..........'''',,......,~'''iifi "'!,........ . . . ....-- ~'W; 1, I I NAlUNG--- PW ,....... -"............."..~,':.""......;...".....,_..._.._............."..,~~'\!! '''' ." . T ~REA rj~.. J~.~ n D [TJ L._-L1-_-1__~._~-- .... L LANO!VARK 30, 40. 50 (/>.NO AR).. VVIDETRACK OS (Low and Standard Slope) --...........,...{ :................... _..... .......,.. 383/4" ..........................._....ww' ................. ~:;::~:::2ZZ.?ZC~;;~~~?:~::qZ22L:!ii~i~}~?7ZL7Z~2?:~:::zZ2Z(22 ~ N~~ il~~~ Jf1;4J for "~w~p'" ~wpt'S (~~~W tmct\ 2"i:~?j t-,~ Mt\~~M ty.,~ttott~ 2: ~..:S-~ ~3', ...- 12'" ............ .. -.........-.........-.... 143.14"'''''-''---'''"'''''- .._-, 12" .........--- -cv-- i\ ":"2.,~~- '"11 .J;,r."%;.'.'.:.'''''.~.:f \I. n~ - ';18", j ........1 \ I .. _L.J. Lb.hDMi\RK 30, 40, 50 (AND I\R) - WIDETRA.CK QB (Shlep SlOpe} 131/4" E~n OF nus ACCEPTAt'\CE "OJ. No.: Q2-1219<03 E-,piratioo J)a{<:~ 01/2&'07 Approval Date: 03/2:7/03 Page 4 of4 "_.~_.-.........~---~----- -.......'">~._~-_._-~~ ~----- ----.-------" r- FiLLEO CELL WI /1 #5 VERTICAL /./ ,I / / _ (5) 1/2" D1A. x 8" ,/ / / "J" BOLTS / / / / / /' '1 0,-r:-- ' )/,/.- CaNT. WOOD TRIM Ii . . ;./ :"" . ! v/ ~ ~: ~~ ,1.........--......-----C2::1 d.;'~;:"'~;;;;;~f;;;;;,,,,;;;;;;; 2"x6" P.T. WOOD JAMB--.--n-//'" ~::::t...;..;:~;....=~b DOOR AND CONNECTtON PER ./11 GARAGE DOOR MANUFACTURER TYP. GARAGE DOOR 1!2" X 8" A.B. IN/2" WASHERS SET iN TYP. FILLED CELL MIN. 5 PER JAI'V18, "'~ ~ @' f ",I I LINTEL =--~ I I r ~ jl I . L____ SECTiONAL @. ..................... OVERHEAD ~ I DOOR_--, i:J ~I I / ; .-.............-l..... / :.r 1 . ~ I @ >......~ .. '....GARAGE SLAB "'7 I .............-..........T...................--........ ,"'"'i { f t P. T, # L......__."........_// Syp 2" X 6" hIli ~ L....... FASTE.N PT 2X NA1LER TO MASONRY WI 3/16" x 3~ TAPCONS 6" FROM ENDS AND 16" O.C MAX. FASTENING TO WiNDOW TO BUCK RESPONSH31L1TY OF WINDOW MANUFACTURER OVERHEAD SE.CTlONAL DOOR TRACt\ WI 3/8" x 11/2" STEEL LAG BOLT Wi \'v'ASHER. MIN. e PER TRACK TO JAMB, @' iCl ~: 0:;\ TRACK MOUNTING DETAIL 2X BUCK DETAI.L SCALE: N.T$. SECT. OVERHEAD GAR. DOOR INSTALL SCALE; N,T's, FIGURE f: Ft...A6~ING INeT AL.LA TfON ASf~I~.Al ':>' $:~ALA'C 2~"-':":'E!..'D '1~~. 0:-::: 'b' FIGURE 3~ CORNER OET AIL ~. ...----"'" //~:;;::~;~~ // 5~' Pl.A.., ;/1 i ,~~,,_~":' ~A:::"A'fr, tI:,~~'~~,., ': "''' ' '1" ';lP~$ /' ~!i"""'" /' F...;#"~~:XP :-'i;~<i;: ,$'" A$:...~/$ ~1,,~i0~- ();,.:' $:-:;":~ (;,..~. ,i):.t.k...~""':":.c~ &' ;...\~V~~ t::'r-,,'g~~ ER S:l..":"S.~~N~"':t ....-...../ . / 'WX'W" 'v'. "$ .../~';...' 0000<0' u~ I FIGURE 2: WAL.L FINle~ FLAeJ-lING IN€>TALLATION \J.IHERE R<.-'OF MEET& VERT!CAL.. WALL "=.)(:\.,.~E::'. "):.'.&:N~8) c.,>( ,,~~ ~ C~ :..;.~~U. ;~;'N~$.,-i :.: ~"-",~.<::,'<:'; "l:':.i~~t;: '.$~..(,)K,.\',~$:+;.~i,$l<.~~~'\. ~l (MJ $CilU.'i ~ \ , NOH:. THiS O'C:li\it IS REOUIf'(CO ,G,l ti,l!.. VERTtCAt. ~"Yt\l..t..INl.'aR$tC-IO:"t$ IvaH "OOPV,.'IUo:Y$ s.. ,,('OF C;'ICK,,'1-S ~.~ I\,sf~'''\~ ~ ~~~l;: '2i~''4-,",N1 ~*.3~$ :..~.!.;::,J!.'.~,~~.'.~.~.;'.~~..'-:1>B """"""_ J '.'''''! ~~;~~:~~1~~ .... ._ "1 ,,_~ n.,<,,., ~ ~t.:-'~~~<:;,"f ~(,~~:",~ . . ;r~~;;i:~f. ~ ~t,~SJ~~~(> :i <, ~'i- ;f \( *. "J~"""\'" \J fL\~!ilN~.Q.[!~ll! /,1 ;:'~i:;;t, ! FLASHING DETAlL AT CRICKSTlKNEeWAll..lNTERSECTION '-""-''''''''''''''''''''''''''''-'-'''''''''''''''''''''''''''''''-'-'''~'''''~"'-~'''''''''''''''''''''-'~'--'''''''''''~-'''''-'-'''-''-'~--''''''''''''''''"""""~,,,,,,,,,,,.........,,,-,..,,,,,.....,,,. - -----_._----..~._--- ------------- w Q>(f) * :2:0::: ll..<t.:o Q>Q) -l c=JO u]OO::: ll.. 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ONE <LEAN-DE(l( APPLICATION METHOD FOR ENGLISH DIMENSION SHINGLES ...........- flVHQURSE DIAGONA.l tAlTHQO ("SEVENS AliI> fOURTUtW) I'RFNRI\G Ilm nH K ~ I I'" c - - -- :'~~'~ - - - J 1 0 " . f l (j"'j)I<t>- ,e; CflHilNIFfO SHINt;l E U'I'IICUOR S ~1\"t U Clt.If'f<>) H ('no H'HlHW SHINGflt \PPUCHnR~ M'\l H - - ---------------- -- --- - - ONE (LUN.DECK APPLICATION METHOD fOR MUlll( DIMENSION (l3WI j( 33%") ANO LANDMARK n (t3W' x 40") SHINGlES ......... fWHQUR$E nlAWNAl MtTHOO (S~ll" A.ND 11lJ~n) PRfl'\.IU\<J mE DHK. 1" ~ , ) ill [('iX>,tl tj t tl>\'-\\' Jl':'( P (lefT) Eng!isb l)lm~tlsion Metnc Olrnension In ,:>(;,-,1,>'/; (;U~r\l\TRr[) SHI\GIE \i'I'IU\10RS \1\:\1 ~L { '<i,,(':' (f It t \l" HIlS lll" r.; n \ lll' L I( H () R S \1\" I \ Ii (ONTOURRtDGE~ APPUUflON IS AS fOllOWS: 1 ~ Ci.,.\m~11U.{) m !he s,mk ra~:Hmt tt5f])~ the- ...ea: at! s.1nl~ as Il g.J.tt~\~ to , '-'<(,Ill I, P &U1\i!:le~ ;\1 ,\\1 ~ (>'lXN'l't.' as 1\6 - -----~ ------ w () I- o Z W o ~ o fZ w 0::: <C :J o C/) w ~o:: i..L.~o w'OO::: i..L. f-wi..L.f- ~o~z ~-0:::J X~O:::O O::::li..L.(.) 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SPECIFICATION SHEET As required ty Fr..')(\da S'tatute 553.8-42 and Fforida Adn'lmis"E::ij>"e OX3e 98-72, P(.s-3se ;io'vide the in(orrna~ion arK~ approval n'..mbers on tr,e but;djn~' oom\X)n~~~,s Ii 5ted i::elGW if trey witt J:.e ;J1jhZe-::i i)t'\ tbe (O(lS!r':..JCt:!Q"l j)(O,~ect D:Jf ~,,<,r!jch l(?v a r~? ~PP(','ittg to( a t>Ull(jjr,~.g f:.::en{ill vv;; ,r~orn(nenQ yOI.; C~'tt,.t(:,t your i0<.:<:l1 prC<1ud supplier shol~~jd ,/o'J not' ki1Q~\{ tN.! product 89o~o....a! ;'lUi-n(::ief for 2).r.,y-.of the. a~licacte rist~d prod0'Qts CateoQrvl$u.bcateoof'l 1. E':XTERIOR OOORS A. SV,\NG Ir~G Manufacturer Tre.rrr~" TfV 8 SLlOING Klnco 8el:<>r81'fi;'1I Hom~ 0"0-:1) Fa Extrr.r...,ers v'llestone'] Get'iEr',d1 A!um;r'll.Jlli C SECTIONAL C~o-r;ay 8ulfdina, Pr (j(K~l;?t$ D OTHER 2. WJ!:IJ2..0W$ A SINGLE H\)NG Kir<)o !:.,o.tterSilt Ra, E~il\JdBr$ Geii$.,al/...ru~rllnll(Y1 Genera1 Atumjnum B: ,,,,)RiZCNTN, SUOSR KI."CO ~M;er'2,1\ F!a Ex~r$ (M:!esto~l General A!Uf1>OUrTl C FIXED Kinco S<>lterBilt Fia E'xtrders'MilestoM) General Ah.lJ'flir"itJrn Cef':e rat f\h.Jrninurn D MULliON' Kinco Bette rsdt oFia E)(t),v.iar$ (Nhlestone) r:::a,. Ex(re!Q<);:$ (f/lileMonel Gel'eral Aluminum Genera-I Aluminum >€I'€rai Alul.'01J1Urn Geoe-rai Aluminum 3.. PANEL WAll. A SIDiNG e .SOHITS K~VC5n Ltd. C'dmerOf'1 A~tJ€'.. 8\1)(<li"i\1' camer.;)n Ashley B,,;il<jincr C WALL LOUVER -D:-GLA$S 8C7,X::.<< -'-- P,t\sb;:;;Qf;" CorninQ Core E OTHER 4. ROOFING P~DUCTS ~[ HALT SHIN:';lES a UI'~DEr~LAYMEN1'S C ROOfiNG FASTENERS o ROOF VENTiLATCRS Proctud Oescribtion Aotiroval Nl..unper{sl Srr.ootJ"1 .S't~f Fl117J 5 Mk 213146 M1\2~415 HR. Mk 2t3l4f5 XHP 420 47')/457.4"QHP/452HP S~,^ies 5C(;/10Cl01200Q 42Q/43O: 440 fL1:l>$, FL661 Fl'15 fl264 -- Ga'aae D<lOl GRSTv'i4 16.'<.7) Cacace DooI GRSTN4 'S X 7) Fl..3026.6 lM2<O: 4 frJk40foO, MK40!oO HP 16') 165.QOOO, 740/3140, :r?40f42:xJH? S"".es DOOi 1000/2000 1: 1 OO/"'\ ~ 40i~44Q11,45-)l1540{1550/4 570119001 1.9q0/1970- FU2G FL~<>3 FL41 Ft204. 109" Fl204 1699 RY\' HP ...~VV Xf'~P, r~\/V4,XHP 16S/1163,' 68(1 S~c''''s 1000 1 1 80r 43?3i15$0115S'Oi1860i1'8So. ['\.124 F L 670 Fl43 FL2$$ 1700 Nik 401'50 ';>;oj/CT, i vVPWleT ; 6Oi3W\ 7 4OJ3 7 40, .32il0l4250HP, 680 $€(.es 1 COOI2l.000 1 o{I)QTDl/11.001460TDU1450i155CV1570i1 9'00/ 1 f("Or60JO/53Q()i535Q FL125 FL676 FL44 F..25<\ 26;'.1697 FL 255-, 2G3. 109" ',lOG.04A, M01>03A ,'Aile-ceo FLoo7 F657091571015])1:5712!571315.11416718 FESPi}')l57 D ~ 1570215-70..1/5704/5705l5 717 11QOi1900l1~9(Q 'SII I,es 1442. ;445,1446 CF;a .. Mulitarid Brackets Mo 1447 '\ arKl i3reckets 5300,5G"7 5348,5350,65 15000 MuiiSand Bracket. .H974 R974 FU2521 FL1667,1 fL,6l)Sr; FL 11%$,~ 0605/06)fj/95(lO/~ 10,Aluminum Soffit 4155CJl.:151U2J451(}2t<;j AUrf:if1i.,Jt11 Soffit Afu1T.!nul1' lfiOM ~Clur 1/4 FL'OO6 FL4',i6 'L4002 G18SS Gr;;tK~~$b..(i.;:Y"jnst2J~ w':MortaT--- FL 13-93 ---- Ce'nain Teed C9(~(S2.- ~~rl< 3'01;40 _ar'l(j, AR).. XT:5 (a~ APi. X1"30 (an<;! APi FU!l?i.Q, FL25.C 7 Fl2<iO i 4. FL;;50 15 FLd.l62 E ROOnNCl TILES F MCClFlEO 81TUMEN Ak.r V-ent Inc Ve:,A\l~~i PUs fi.41$ C<!tt~I.1i eed Corp .R0ofinl< Modified Situma" Re;of S'stem G. SiNGLE PL.Y ROC'f' SYSTE::MS H_ CE:t,'ENTS-ADHESIVES COATiNGS' i ROOF l'll..,AOHESI /E ) ai'HE R 5. SHUlIER$ SfORM PANi:::LS e COLONI.Al C. ROU,,'\.!;> D O!'HERS $; SKYLIGHTS; A.. SKYliGHT 8 OTH"'R 7. STRUCTURAlCOfu~ONSNTS A W<X'D C0~a,jECTOf~Sl ANCHCRS .sH:;:i~$on Stro<r,,"':e USP Strwdura! COl1Jl. 'a-~RCSS PlA TE.S MiTek ir:dv:siries, Ire C. 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CONCRHE AOMiXTURES F f..IAiEP1AL fEep C.?rp 'Cast,Cre:e1 o OTHER , NEW EXTERIOR ENVELOPE A- S IfbrxJ Conf"€~t:YS a.'d Anct:ors \\/o(jd c-Y~{ledo!'s a0\f Anct':Ol.S s€e Ch<lrt 'i:i,ee Gba~t T rUS$ P1.ates fl2197 Versa.la!"F'SP- VVow : .Jo. $is jtLL..IQLST FL 1644 Ft1645 Hi"h $t,?n>::th Con.cr~te Lintels l15$1 nl€ products ~;sle~ 0010\8 '.:lId not den:onstrate prCl(luct app!\.Yval at p~an -';:\.'I(:'\lf : jnderst'and ~hElt at tl--,e time of i:l$j:ectiQn oftr\e$e f-vcxiUcts, tne fDliQwjng wffo:n"lation nwst ()e a'/3;'~abie to ire in'Spectof on the job~'lte; ~ i cOPY' (j,f ,the p,'od,;JCt af:I~)rQ""aj, ?1 tfJ~. ;:>e:io{ :-(<a.nee cf',a:acterist:<:,$ \If.tik:hthe proouc-t 'N3 S tested, 3J"1d cenlfied t9 comp'~Y '}'dt~l: 3) oopy: of !t-.e appncab!e r:<anufZ\ct(..Jfe~s :t:SUtt:at1On rev"-ll..'lrerT'er,ts Furi:l6f. t i.iN-eist.a,')j ~h>?se produClsrna>" r.ave to b~ remove{i it apptC)val ca nnot t?€' cJefrl0,...,~tfa:~e-(~ dvr~rrg ics;:.~t,"\..)rL APPLiCANT SIGN.~TURE C\~ IE r---'" ....,,~.,'_..._,,_,_..._...._,..,,_.,,'_''',..__.____,____~___u__...;...,.__~_,,,_,,....,,,,_^~_.,__._,, 'rf.. y-v n~ i . /9' lYP , On DO 0 000 0 a~6Q,a DDOoOoOnOoO----~ oDoDoOnOo~, DoOoDaDoOoJLJ D...D"D"D.,OMO ~"~rouscAU9 (lOUvW ~ III ~AJIllli QUU!Cl'\<Ill At /l1ll$1 . ,!.R!lf (S,",,) I t~ '" ~5~ ~--,. ~^ ~; 0El'''' \lAX 'r CREN'IK '0' PER CO_AOC ,~1.S Mo .~ 4.97 ,0>$ 6.1.1 :C1:0, 1,~4 Vlf..W^A'J/,' (Ix e<:AI.a [~! c.o.""'.ZJ.~. (R<F) . . ~.... <Xl. >tRG€ (Ptf) T~~. .3~~ '~'R€.T roIlA!;O ~ OEfAlU (~. ~ 'J.i./V 1M3 I.. I I ~ lWl C<l'$Gt Simpson & USP Cross Over Chart with Florida Product Approval Numbers S P d ct Florida Product Ifnpson ro U Approvat Number Number A:j4 f"L474 ;\8U44 FL474 CS22 FL 1901 H3 FL474 H~O _ Fe 414 H25 FL474 H6 FL474 HCP2 l474 HDQ.8-S0S3 FL474 HETA16 FL19Gl HET .'.20 FL 1901 HGUS'2102 FL474 HHE"^ MO FL1 OC 1 HSURjl4~ () FLt;OJ HTS 16 FL;38 HT S20 F L5:.!8 HTT ~6 FL503 HTr:=:2 n.503 HUS2.6 ~L474 H\Js:e F!A74 HUS410 FL474 HUS412 FL474 HUSC41Q e,474 If:iiSS&i'2-- FL474 iTT fL.174 'UT FL474 LGT2 FU423 LS.sU210-2 FL474 ls.sU28 FL4,4 LSTA12 FL1901 LSTA18 FL1.801 LST A30 FL 1[1( 1 u;r A:"" FU 90 1 L.'TS.12 FL474 L "816 Fl474 L 1'818 FL474 L 1"320 FL47 d L l'l" f) FL.174 L TINS fL'174 L.US2ry. FL4?4 lUS414 FL.474 "'SHA3 SQ/11 88 f,'LSJe META22 F'I9C~ VOT FL1423 !vISTtJ8 FUI)(i1 ~ST6a FL19C1 ~.~gJ$ Fl.ig01 MTS 12 FL474 MTS1S FL4?4 \nS1,s FL474 MTS20 FL4l4 MlS30 FL474 'AT 233 FL50'3 PA51 FL474 SCS 1! 4:<2. 1/2 FL.i .'~-3 StJ.S 1i4X4 1/2 FL i463 ses i14,6 FL1433 SP1 FL47.1 SP2 FL474 SP4 FL474 iJ24 FL121 S .%1 Pac 1 <) f"l. 40'2 3 HD Titen FL23042 CO~GE (REf) I r-3<~ . I .1. ------ ~ini,i12-. K2y------~ f.,{Tv'V16 ~U~~:; MTv-..i18 ::'LB2:' Ml'vV.2(i FlK' M1VV'./.) f-l G." ~1S278 FL$~( T"'51 FL3'c Product Oes-criptfon f:rarr:i00,t",I1(;OOr A(r:..l~t~l);€ ~cst Baw COli Strao j':e .r:.1frlCaf'!€ -; e Hdrricans ;-'e- HtJfflcar:e ......ie Hurrl<:are ~ ,e hia CI';Hr10f Plate Conr"l€'cto.' Hoiddow'" Embed.:Jed "'JSS Anchor Ernb(..:..J<.fE......-j -;..'J5$ Anci"t()f T fUS-S Hanoer Ernbe~J T r" '~I1SS Ancr.o r r"e~w- SKe'i'\~d U H~nger Heavy Truss 8ttao HeaV'''! Truss StrflO r..(Drr~flsj~)n T:e HDiTOfl$I(/") "'iB H€3W ..toi~t Hai~er Heavv ",~,)if,{ 1--i3i!i.Jct Joist H,1nQ~r JOlst Ha nq gof Joist Hanger ____ JOist Hana~{ .;'1=-' rc.Jc,is! t-ia;:Kl#r l.Jol~t Ha ('~'€,r l..:qill Girdw T!eCQV{fi S1o')abj€lSk~'.vable Hanqe( Siopat:Ja/Ske-'iabl€' ha:'loe< StraD T<! Slra{)T~ StcapT'" StraD TIB TW'lst Stra.o Twist S~rao T\~'~$t S!ra~ Twist SiraD T'en Slor: T:~ TensiOn Tie J<;1$t Ha0c;er JOIst hanger M.aSOnI\{ 2kam Hal~<le( cmbeck1ed Tr'..~s AncjlOf MQdi;Jm GirJ01' Ti~iown StraD TS! Strw'-:-'-e ~~TieJOf f.,.'tasonry' TH'st Sira . Twist Strap 'V1IS(~J"P T~','l$t Strap l-#lSt St! SD Ten$r'~. T:,z FptJrdatl<:'t(l S~r3Q StroM Dr:','~ ,s,:;~e\,.., Strong Df;'~:e SerB,>,\,< Str;)nq Driv$ $(;:'&,"',. St..!C Plate ....10 St!.Id P1a t.e -'-loE: St ud Plate'" '€ F...\t~ MC:Jnt ,:0.St j-1.a:~~f Expw T I ten Anero r .....--.l RU<Q\JT 7 / __,L"" J ~ .3. 1.R.~ I ....: r-----.=~L\ ~~;-lo~---.'a --j I 1_-33 -..-J ,13 lit "'" <,I.,......... " ~~, ~~) eo 't:"'P , "J IV-:~<: l' )1"', I, ". ;),-..; .) ~"'-:>i I A Il\-llqC<1""~ -r--- .~--- t111/15 r----a:5lS '~[I'l1P1>l ^.y~r ~c'ft ,00'0'0>$ . iyfT) c,...".. . !>I.S) ~ . lA I.i\€ QJ;(AJI, {t.~ N<>teil: (i) Mnk. I" Soffil_ Ah~ Alloy 3105. !l'l5 (c."1l" Mn) C;~) Mal<> l~' Soffil rn."" Alwttill\iln .o\l)oy ml5 - liV (o."il< Ilm 4) (1) Ca!o;"'lll<:11Cou W1d~ U,zs ;Ao;h<:$(lo' Soffit) l4.(il)~ (12' Scffit) (4) All lAsiil< ~ lla<lllm a,*'.~ Oih....""ols< NolDd (S)~~1',I=o_ ~~"I.O.~ .~+I.Jl<l$ A)'),Io +/.. J" (6) TclJlto.a~. M:~ B. j"c.:.ouo1!Old Cap'* ,,"MAAu~.~ hl1> Wi<b.\~ r<<t>M~Sl'<<~ "'"' Tolcnu><<.'<. ('71A,hloyl'ott~ .SlN."!.ll.Scf!itPr.....4i5N\l.WSoffit p.,,_ W~ l<N &.Iil"'.... Pmtm eoi", (S) (m;8'll1'_ ,..ti<>t (l'Sl'): , I I \ ". .iwiJd SoOl. t 12." Ve:ro<<SSuflil , WSQwS<>tllt (I)"V~ntl:d !ffi.+1\t Lh'_" ..,_.______."_...."h_ &wO>Jf St.<pst r"""",' lHl"f ....,fln~".. ,. ,_f ._, '",~ I (Renl. A ~ l'>'-) Efk:.'H,"'t'<Ye-nting A.rt''''~ Li..al Ft -,~!J!.!:.. 16-'"So-ffit 12>( SQffH 7.44:2' s<..{. !$);. $,$$1 ~1. h).. ;!'~81 ''4-10, 5..5l:itsq, iTh. Id!:! I PRePAAfllS'6,JOHN LALIOTIS. P.E. ~I~. .. I. <~O~04~U.sr.~!.~I4Gr~2!~.E~~"8' UJ.L..U pitQM ('27) 9J'$,,'m."<<4 fc-r (727) ,$~ ,,,___'_'_ __..'--_ ""._' . P_E. R""'~.' 2",,"'4 J- ~ A '\.. lOP rF Pi\l~L AS ~ . ll<PllUGi< R(ft..U'1ll<><I:R ""~l J- IlElUX! '6 PAH!l (F\Il..l. $tAlI!! r" , Ifi~' ~ PART US? Product Number ,''!",~l4 PAU4A R 3300 RH6 PT7 U"'IA6 HHCP2 UPHD~ HTA16 HT /'.2.0 Ti-4DH210-2 HT\N16 HiW20 HTTiS HTT22 HliS?6 HI)S28 HUS(~1 G HU$412 rHO THF U~GT 2 LSSH:j1 lST,A,12 L.SlA1B LST A3'J LST "'?IS L TW12 LT\N16 LT\rv1 S L TvY2;J LlSAI~ LT$208 JUS26 JUS4i .4 ~lFM:S5X117$i) H'A2~,8 KST24S r;ST260 SFT22 SP.24 $PH ,,'iII nt'lLDIXG COIm eO:VIPLL\NCE QI<'FICE \BeeO) PRODlTT CONTROL DIVISION ~lL-\l\H,DADE COUNTY, FLORIDA l\1ETRO-DADE FLAGLER BlIILDL.'\iG 14& WlfST FtAGLER STREET, SUfrE 1603 1-UAM[, fWRIDA 33130. t563 (305) 375,290] FAX (305) 375-2908 ROOFll\'G ASSEMBLY ApPROVAL Category: Roofing Sub,C~tegory: RoofVentila!ors rlocida Product Approval Number :\lahnials: Maximum J)csian Pressure Fire Classification: Plastic NfA. NlA NOTICE OF ACCEP}'ANCE (NOA) All' Vent, Il1c. 3000 West Commerce Street Dallas, TX 7:;212 i '...5: ,) c~....::::':~1 Fl...82~ ,('; F:..5(' TRADE NA~lES OF PRODUCTS l\L\NUFACTURED OR LABELED BY ApPLICANT: FL2CC F~d~ SCOPE: This r\OA is being issued under the applicable rules and regulations governing the use of consttl1ctioTl materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and ot11e.r areas where allowed by the Authotity Having Jurisdiction (ABl). See detail drawing herein Fl.-oS-'.' CL\~:; ; Test Spedfli:atioll Product Description Proouct Dimensions FU'? FLe,~ - TAS 100 VenturiVell( PlusT}'! Ridge Ven! Copolymer plastic low profile attic ridge vent with an integral end plug for installation in shingle roof systems. ~~- FLS;,. FU: ' Fl. " FLS' 0 Tbis NOA shall not be valid afier the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material te~~ted for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer v.i11 incur the expense of such testing and the A.Hl may immediately revoke, modify, ('f susIRlld the use of Slli..'h product or materia.l within their jurisdiction. BeeO reserves the right to revoke tbis acceptance, if it is determined by BeeO that this product or material f:tils to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida lluiIding Code, including the High Velocity Hurricane Zone. DESCRIPTION: Air Vents Veuturi Plus ApPROVED ApPLICATIONS: FL6:;; EVIDENCE SUB~lIrrED: ~':L 2~;' FLB: . &ms Test Agency/Identifier Report p~ _. ------ Ft..o1 ~- ;eLL F1. SF.' T AS 100 Wind Driven Rain Center for Applied Engineering, Inc, 07-07-00-68 04/27/94 (""L8t:'.: FL6i2 r'L8': i-:' :::..81:3 =LG" ') ;:'1.3:.'(, LABELI~G: Eadlunit shall bear a permanent labe! with the manufacturer's name Of logo. city, 8tate and following statement: "Miami-Dade County Product Control Approved', unJess otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been fUed and there has btlen no change in tbe applicable building code negatively affecting the performance of this product, TERMINATION of tlJis NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or rnamLfacture of the product (.r process. Misuse of this NO/\. as an endorserl1.ent of a11Y product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this r\OA shall be cause for temunation and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words :Miami-Dade County. Florida, and follo\.ved by the expiration date may be displayed in advcliising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTiON: A copy of this entire ~OA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of th~ Building Officia1. This NOA revises NOA # 01-0910.04 and consists of pages 1 through 3 The subrrutted docwnentation was reviewed by Frank Zuloaga, RRe 2:12 Slot: Cut a minimum lVz" slot along the apex of tbe roof by cutting 34" on cach side of the ridge. The slot shall terminate approxim.atdy 6" fronl the rake edge. ;::U3:1: F!.8:': FL82,' ~t;-~'~ -.---- Installation: Place ridge vent section centered over the void at one end of the ridge and insert end plugs, Fasten with rooting nails through nail holes in vent. Butlthe second section to the fir"st, align and fasten to roof. COlltinue this proce.ss from end to end :=~_.s~. . F;,.92 FU' FL8:~ FU~2; "LAr Ridge Shiogle: InstaJl pre-manufactured or field cut ridge shingles over the ridge vent in compliance with the ~hingle manufacturers Product Control Approval and the installation instructions using H~" ring shank galvanized nails. -- Refer to manufacturers published litera\ure Net Free Area: F;"'6i - FL8~ "7 .\1iuimlilll Slope: ~L8;". 8 z NO.1 No,: 03-0930,10 Expiration Date: 04/05/06 Approval Date: 01129/04 Page 2 of 3 NOA No,: 03-0930,10 Expiratioo Date: 04105/06 Approval Date: 01129/04 Page 1 of3 o ~ I LIMITATIONS: 1. Refer to applicable building codes for re.quired ventilation. 2, VenturiVent PIUS™ Ridge Vent shall oot be installed on roof mean heights greater than 33 feet. All products listed herein shaU have a quzllity assurance audit io accordance with the Florida Building Code and Rule 9B,72 of t11e FlotidaAdministrative Code, 3. DETAIL -; NAILS PA TlERN, 12' Soffit - 10' 0 C.. :n the DIrection of' Soffit lel"1gth i2' DC, in the Dlr~ctl()t! of Soffit \~iclth 16' Soffit - 10' O. C. I() the Dtre<:tion of' SOffit Length 16' Q,C, I.~ the Dlrectlo,"of Soffit \,Iicith (3) D~Si~I'''\ Pr",ssl.<n? Ro.ti"G NAILS' A-JOINT AREA 12' DIA. SHANK i DIA, HD, 1t LONG BATTEN) 2')(2' PT, SOUTHERN PINE CONST. GRADE .. MINiMUM 2'X2' CONSTRUCTION GRADE MtXED SOUTHERN PINE OR EQUIV, \VDOD BATTEN STRIPS Notes: (1) Use AlutIDll\lllI J-~ Ashley Part No,404ZQ, to install. Secure J"Channel Using C'(lIToo.;n-Rtllist~t 0.12" DilI.tnetef Shank Nails l-lIr L<)!lg All 2" Spacing ~ Nails, See note 5 fur fit-Channel AppiklltlOllS- r-'" I O'S'l r- I //)3\ _~~r1r ~ lTI i ~"' ~ ~r- .".Jr- I J i ~ I -"'-2,5-"- i : I~ :. --4.3 j. ! 6.6 :-- -.; 11.0 1 I I ~~ .87 ~ O.S.J /1:Z ~J i i ,_. .---.......- -- .-..--, -.. -. ,....-----.-.-....... --.----.----,,-.. R4.9 (2) Soffit Nailing Pattern: ' 12" Soffit - 10" a.c, in the Dirootion of So.ffi.t Lmgth 12" a.c. in \he Dire.."tlon of Soffit Wklth 16" Sotrrt.. 10" O. C. iA the DiwJtion <;>f S"flit LMb'lh 16" e.c. in the Direction of Soffit \Vklth ~ 10' .~ ~ BAHENNAILERtNOT;;4) J"cHANNa ' INSTAllATION ., /1 f I ............. I I ............ I r Interior 34.4 paf r (~'?:tJ))~~~O'tROC (i'€f) r I .~.~, I 1-0' .3llt I I I 4Q' Lj3-J i I I i CAMElWN ASHt.^EY-~~ BUILDING PROQUCTS AWlEY 0lV1Sl0N SOLID AND P~~;ORATED ALUMINUM SOFfiT i E J NL, SCALE N r.:A~: 5-15~~~_.L A.._~~_05_1j I I 1 (3) ~igll ?r=w:o Ratins (i'SF), Ex.r<<iQr 51.4 pst' 14.1 '" f\, FASCIAl 12" Solid Soffit rr Vented Soffit 16" Solid Som! 16" Vented Softit FRONT VtEW' OF f.AVE wITHOUT VENTURI VENT PLUS b_J__~ ) '\... ALUMINUM SOFFIT I PANEL T orP, NAIliNG PATlERN lO'Xl2' <12' SO,Fn) lO'Xl6' (16' SDFflT) ~ -4- r- \ \_to'-r~~ fASCl ,\ 24" !I_~ - J ~F OVERHANG /1- NAIL CORROSION J.cHA~eL - RESISTANT NAIL SID!! VIeW Of EAVE E~D OF' THIS ACCEPTANCE (4) Net ~ if",,~ i. n" Of 1t$$.lfo\'er!J.al>a is 12" to 20" divide the \!oitllh ia1llllfto ~ prop<< O.C.I\l':aIWn tor I.>atWn Nailct (I.e., fuf.... IS' o~ the s..u"" shoold be 9" O.C.) (S) lnner Banen Nailet ll<lt reqWrod ftlf P-<:luwncl Aj:oplkations. Snap. ~'cllino ,~fereuce anC ll1laCb l'-Chmlllll ~",,1ly' to walIuaw.g i- t-Nailer 16' Q,C. (CBS C"!1l.1tIl<<i<le) tlf. t2" l:lfA. C<ll'!Q&tl1) lesistcnt nail d" long U" O.C (Pla}'Wt)(>d I 0.8,$. ~). ~' .- SATTENN.4JlER{NOTE4) PI.!-CHANNE INSTAlLATION SIDE VIB'! Of EAVE ' -r ~ I I hI !_jo.-_L~~o~.l1 \ : II - , 24"" I ! I ROOFOVERHANG~ l_ J-CHANNEl ,_ r-CHANNEL (NOTE 1;) ,-~ (jb,~~f ~ ..~~ . ~. NAIL CORROSION IPART: ALUMINUM SOFFIT ~~ I I i'Rm:Rf2>/lYJOHN LALIOTIS. p.E.l INSTALLATION DESIGN j' lotto CONSULTING ENGINEER I "'^""'~ JNL. J DAn:: 5-15--02. j A 10053 #1D t:. ~ Sf S!.ItiF A ":.APPON SPRfJ#J$ f1.,. .J-.f$.89 r----~-- ----- .- "".",. m;)/: "':::::::,:;: /"J4~J8-","" __ __ . L _ SC A~ E_ N .~____ __ .. ,,__ __...___..,,__- 8 NOA No,: 03.(}930,10 Expiration Date: 04/05/06 AppNHa.1 Date: 01129/04 Page 3 of 3 UJ U I- o Z w o <( I- o o LL UJ 0::: <( ::J a (/) w ~ Ll..<(0:: '00::0 W Ll..Ll.. ~W"I- o"",z ~-O::) x~o::O o::)Ll..o o::ozo o.."w<( 0.. ""'::s:: I- <(0<(0 wO::l-z o::Ll..w <(zo::o ow<(o w::S::(/')o I-~ZZ o 0<( ::)w-w O'o::(/)~ (/)<(Z . w(/')w<(z "z~8:g ~gool- 0(/')0::1-5 o6Sg::S::::J Ll.."o::Oo.. W""'wOa... 0::01-05<( <(-JZ -J ::) -J -. 0:: -J 0'(/')<((/')0::;; 0:: -J .....<> -JW:;;!Or -J>>ZO:: <(0)<(0 w "00 I ~ ('II I-.(/) 3: 1..0 "Zw <(1..0..-1 (/')~go 23~~ 0::01-0 I..O...J wZ<(O w~lnu.. w <( 2f " I I '*t . ~t;;-z I-I-...JUJ "0::00 0::Ll..u..a. zwi5::......J OOLUZ wO(/)5(/')Ll..Za.UJ wZ(/')coZOO .0 I::)zwQ~i=ZC:: I-O<(I(/')<(O::S:;:) Ll..Z......JI->WOO~ o <(a... 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COt4Sl'AL MI,.U""..~... ~,~ ALUMlHUtI ~ DrTA8- "(- ATTACH ASTAACAl THROW aot.T STRt/(f ~~ FRAME -4 ~JD "O~ . . lC "E" : .;J HOT!: All ~tu $(:l'eK'$ 0(1t IB )( 2- f /2'" PFH VIIS. t ... 10 ItS J. ~I- . B ~ r r;D' f~ ~fi . .f ;" l- - rfSJ + L . .f I() t \Ii 10 _ , Nod 1 Ift3.. -A~ - W-"S" . L6~ ALUM1NtJM ASm~L l- -<0 r6" . ~ '" ....l r. ('2)18 x If -I I t I - r , a1 .f sa D!T~ "\ "1>" \ X (D t lQ I<') - sa: t"j ~ :~~D >f ~: ~ t., ~ to 1 ",,"-- . e I "If I ~ -+l ~ 3" ~ -i 1-,., S" .]"- ,. 6"- --- -J Q ~~ ~2 ~~ ~ ..... . l(t "8"- f i-- "9" 4 "8~ ~: t.-.... _ l , -"S" f L - 'J H -.. ;s'"- f.- 6.- - ~t~.~ :_ ~ :~~ ':::::rc sa: DETAIL "f" Af."lJIMNUM ASTRAGAL COASTAL M.,U1JlNl)M AST'RAGAL _ 9f[A!t." "t: ASTRAGAt.. 'I11RQW 00l.1S AT THe THRESHOtO . . l-8" [j ~i:d:='~~~ ~~~ :~: .--~ TfII" - 2SaF SfE DCI'M. "'- - .}- 1- a" r -. Rw Be R W Building Consultants, Inc, C-oMlIlting aM Engitl~g 5el'vko 00r 1M Budding b<:llrWy Rw BC R W Building Consultants, Inc. 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Schltlidl 19506 f'rtmdo r...... DtI,.. LllltZ. fl.. 33$$8 r~ Moria, PrW'C$~ ~ - S<<I NQ. 43.$($ May 22, 20<>2 L}~ P $chlrtldt 19506 FtcocIt La<:<: Drive lulL, Fl.. 3 35 ~ w U f- o Z w '" <: f- a a u.. w 0::: <: ::) a (j) W ~ 1.L.<l:0:: '00::0 W I.L.I.L. ~W"",I- O.o::z ~-O::) X~O::O O::)l.J....u O::ozU a.. w<l: o..~~1- <l:0<l:0 WO::I-z O::l.L.w <l:zo::O oW<l:O w:::S::(/)o I-~ZZ o o<l: ::)w-w ao::(/)~ (/) <l: Z . W(/)W<l:z ~z~B:Q ;::QOol- 0(/)0::1-<5 0~9~::i I.L. o::Uo.. l..LJ~woo.. O::Cil-aS<l: <l: ,z ....J ::)~- ....J a....J ,O::<l: (/)~~~~ ....Jw:::;!o>- ....J>:;;;zo:: <l: 0:> <l:0 W <.;) 00 I ~ ('II I-.U) ~ <D ~zw <l:<D~ (/)z90 gs~~ 0::01-0 <D wz<5u w(/)Lt')~ L,!-J;::G:~ II~. ZU) Z I-I-..JlJJ ~o::uo o::l.J....Uoo. ZW~-i 00. wO(/)S(/)l.J....z~t5 wZ(/)rozoo ~C I::)zw9wi=zQ:: ~OZ:SI~;:;!O::Os::a O I->W 0.... <l: a.. I w U) a.. 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Z ~ (J') as \"')0 LO ~ <l: "" (';jz &n~~w6 ~ C(Y)' -iw ::l ~....J:;~I- c 01.L.00::)<l:"" ~ "'1-0(0 (f)rot'-uU:"" -6.~::)i=(J') ""0 0::0:: LO a.II-WO (J')<l:o..(f)OZ o o 1.0 w I- :J U1 Z ci o > - ...J U1 OJ - > w - [t o 0 <{ I 11 Ul 2 ~ <{ w I- ~ S-12 LAST PLOT DATE January 19, 2005 z o o IJ) w U f- a z f- I '" 0:::: >- D- o U 2 Q LO o o (';j W I- <l: o o ~ t' t' N U1 I (J'I 1.0 t' I ('f] r '---- - I I r::., 8" I- -t 8" r=r . . '0 \0 I~;", I ~: ~ :" ~'~ ._ "~~M 6....... ~ 3. -- "'" ...... "'" 6" H r- - J- t l\ I ,.... ,.... I (J'I o 1.0 M ('f] ..J lL. <( a. 2 <( I- ,.... OJ I ,.... !:!lc:: zL/Jol- ~ti:zZ (ij~~~ L/JVlOC:: O:Z:L/J::;) ol-Z<,> ZZ~L/J ~o-..... ""Vl_ ~C::;Vl:Z: ;;1:<'1-:>9 -.-II-;;>>....l == -c::~ ~~L/Jo:> c::u..~o!:!l OooL/JL/J !:!l:lL/J~O :Z:~:Z:L/JO 1-:> I-Vl <.> ~ o >-0:: zl.L.Z <l:~Q zw(/) -(f)~ 020 WO<l: ~uO oz- awD:: 0::1-0 o..t::u: wD::....J O::~<l: wwO:: roIl- I-I-Z Ol-W Z::;)'"' >-00.. <l:IO:: ~t::0 z~u ::5ffi~ o..zo (/)ZI -<l:(/) 2=~::;) a.. 0:: a () W ~ o I (f) ::) (V') o o (';j @ PRODUCT APPROVAL SPECIFICATION SHEET As reqUIred by Florida Statute 553842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below If they wiil be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products Simpson & USP Cross Over Chart with Florida Product Approval Numbers Category/Subcategory 1. EXTERIOR DOORS A SWINGING B SLIDING C. SECTIONAL o OTHER 2. WINDOWS A SINGLE HUNG B. HORIZONTAL SLIDER C FIXED o MULLION 3. PANEL WALL A SIDING B. SOFFITS C. WALL LOUVER D. GLASS BLOCK E OTHER Manufacturer Plastpro Incl Nanya PlastiCS Jeld-Wen Kinco BetterBilt (MI Home Prod) Fla. Extruders (Milestone) General Aluminum Clopay Building Products Kinco BetterBllt Fla. Extruders General Aluminum Kinco BetterBilt Fla Extruders (Milestone) General Aluminum Kinco BetterBilt Fla. Extruders (Milestone) General Aluminum Kinco BetterBiit Fla. Extruders (Milestone) General Aluminum Kaycan Ltd. Cameron Ashley Building Pittsburgh Corning Corp. 4. ROOFING PRODUCTS A ASPHALT SHINGLES Certain Teed Corporation B. UNDERLAYMENTS C. ROOFING FASTENERS D. ROOF VENTILATORS Air-Vent Inc. E. ROOFING TILES F. MODIFIED BITUMEN Certain Teed Corp-Roofing G SINGLE PLY ROOF SYSTEMS H. CEMENTS-ADHESIVES COATINGS I. ROOF TILE ADHESIVE J. OTHER 5. SHUTTERS A STORM PANELS B. COLONIAL CROLL-UP D. OTHERS 6. SKYLIGHTS A SKYLIGHT B. OTHER 7. STRUCTURAL COMPONENTS A WOOD CONNECTORS/ Simpson Strong-Tie ANCHORS B. TRUSS PLATES C ENGINEERED LUMBER D. RAILING E. CONCRETE ADMIXTURES F. MATERIAL G.OTHER 8. NEW EXTERIOR ENVELOPE PRODUCTS A B. USP Structural Conn MiTek Industries, Inc. Boise Eng. Wood Prod. FECP Corp (Cast-Crete) Florida Product Simpson Product Number Approval Number Product Description Approval Number(s) Distintion Fibreglass Entry Doors 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 LST A36 LTS12 LTS16 L TS 18 LTS20 L TT19 LTT20B LUS26 LUS414 MBHA356/11.88 META22 MGT MST 48 MST60 MST AM36 MTS12 MTS16 MTS18 MTS20 MTS30 MTT28B PA51 SDS 1/4x2 1/2 SDS 1/4x4 1/2 SDS 1/4x6 SP1 SP2 SP4 U24 SetPac10 HD Tlten F L 1321 FL498, 539 Mk 2/3/4/5, Mk 2/3/4/5 HP, Mk 2/3/4/5 XHP 420, 470/452, 470HP/452HP Series 500/1000/2000 420/430/440 FL126 FL561 FL45 FL264 Residential WindCode Doors FL542 Mk 40/50, Mk 40/50 HP 165,165/3000,740/3740,3240/4250HP Series 1000/1500/2000 FL123 FL663 FL42 1100/1140/1440/1450/1540/1550/1570/1900/ 1940/1970 FL254,1698 RW HP, RW XHP, RW4-XHP 168/3168, 680 Series 1000 1180/1480/1580/1590/1980/1990 FL124 FL670 FL43 FL256, 1700 Mk 40/50 PW/CT, TWPW/CT 165/3000,740/3740, 3240/4250HP, 680 Series 1000/2000 11 00TDLJ11 001450TDLl1450/1550/1570/1900/ 1970/5000/5300/5350 FL125 FL676 FL44 FL255, 263, 1697 M03-04A, M02-03A, M96-08C FL957 FE5709/5710/5711/5712/5713/5714/5718 FL974 FE5700/5701/570215703/570415705/5717 1100/1900/1970 FL1252 0605/060619500/9510 Aluminum Soffit 41550/451 02/451 02N Aluminum Soffit FL1965 FL406 Glass Unit Masonry installed w/Mortar FL 1363 CT20 (and AR), Landmark 30/40 (and AR), XT25 (and AR), XT30 (and AR) FL250 CRV AlulTllnum Ridge Vent NOA No 03-0930.08 Modified Bitumen Roof System FL479 see chart see chart Truss Plates Versa-Lam SP Wood I-Joists ALLJOIST FL2197 FL1644 FL 1645 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 FL 1901 FL474 FL474 FL474 FL474 FL474 FL503 FL474 FL1463 FL1463 FL 1463 FL474 FL474 FL474 FL1218 FL402.3 FL2304.2 ~ ~ 00 U f-.U) ~ ~ !: <.:)Zw <to\"! ~ U)~Qo D:::NCD V) - of-O o.-i~ Z ffiz<:!u w~~ri 0 w~~<.:) II~. j:: ~U)-z f-f--1lJJ :;) <.:) 0::: U is 0::: l.1... IJ. 0. ...I ZW~.....I 00u.iz" 0 wOU)SU)l.1...Zo.LlJ tJ) wZU)enZOO ~C Z I::)Z oWi=zo:: f-o ~~~O:::::::J e" LL.Z:'Sf->wooca Vi o<o..::r:wU)CLcz: . LIJ f-w....Jf-D:::o....Jca-' ..... U) "'I <C - <......... w"""O:::3:C'?Zo::: 'lJJ Cl'J EJ ::) 0 < ::) o:t c( <C w.....Jf-~~Of--1J: 0 ~03:~~I~~~~ CE O:::""'f-<.:)O:::Oc:; 0 8~tJ8~V5U)OO Li Product Description USP Product Florida Product Number Approval Number MP34 FL570 PAU44 FL569 RS300 FL822 RT16 FL565 RT7 FL565 LFTA6 FL820 HHCP2 FL817 UPHD8 FL817 HTA16 FL821 HTA20 FL821 THDH210-2 FL821 HTW16 FL820 HTW20 FL820 HTT16 FL821 HTT22 FL821 HUS26 FL818 HUS28 FL818 HUS410 FL821 H U S412 FL821 THO FL815 THF FL815 LUGT2 FL568 LSSH31 FL816 LSTA12 FL816 LST A 18 FL816 LSTA30 FL816 LSTA36 FL816 L TW12 FL820 LTW 16 FL820 LTW18 FL820 LTW20 FL820 L TS 19 FL822 LTS20B FL822 JUS26 FL821 JUS414 FL821 NFM35X1178U FL578 HTA24-18 FL859 KST248 FL822 KST260 FL822 MTW12 FL820 MTW16 FL820 MTW18 FL820 MTW20 FL820 MTW30 FL820 MTS27B FL822 TA51 FL816 Framing Anchor Adjustable Post Base Coil Strap Tie Hurricane Tie Hurricane Tie Hurricane Tie Hurricane Tie Hip Corner Plate Connector Holddown Embedded Truss Anchor Embedded Truss Anchor Truss Hanger Embedded Truss Anchor Heavy Skewed U Hanger Heavy Truss Strap Heavy Truss Strap HDlTension 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 Tiedown Slopable/Skewable Hanger Siopable/Skewable Hanger Strap Tie Strap Tie Strap Tie Strap Tie Twist Strap Twist Strap Twist Strap Twist Strap Tension Tie Tension Tie Joist Hanger Joist Hanger Masonry Beam Hanger Embedded Truss Anchor Medium Girder Tledown Strap Tie Strap Tie Strap Tie for Masonry Twist Strap Twist Strap Twist Strap Twist Strap Twist Strap Tension Tie Foundation Strap Strong Drive Screw Strong Drive Screw Strong Drive Screw Stud Plate Tie Stud Plate Tie Stud Plate Tie Face Mount Joist Hanger Expoy Titen Anchor SPT22 SPT24 SPT4 FL817 FL817 FL821 w () r- o z w o ~ o ft w 0:: <( ::J o CJ) W 2 l.1...<0::: -00:::0 W l.1...l.1... f-w '- <022 2-0::) X~O:::O o::)l.1...u O:::Ozu o..-::::w<( CL "'" ~, . <0<5 wO:::f-z O:::l.1...w <zo:::O OW<O W~U)O f-~ZZ o 0< ::)W-W O'O:::U)-:::: <z"'" ~U)w<z <.:)z~Eto ;::Qooi= o(.l)O:::f-C) 0~0~::J LL.-::::Ci:Uo.. w~wOo.. O:::of-.....J< < ZCl'J.....J :::l.....J-D:::.....J 0' <i! U)- 0 <~ U)D:::.....J'- w.....JO j>~zo::: <CO.><O . ~~....J ~~ ~ ffi Q,)Uu)z ~~~~ I CI) ~ 0 CI)~o..<.:) Q,)CEJz - '0.0 u: g ca'- -::J .....J ... CI) ~ en <e OQ)w 0::: "C u f- E c? ~ ~ ~~~ t3 ~~/' .....JC'?g:x ~) ~~(j) ~ f2 0 If <.:)N ('l')<t z('I') C'?O <( .....J C'? C'? 0:::l.1... NN ~ ~- g g "" U) D.. co co Ul-J LO 0 r-.:.. r-.:.. <tD.. 00 Ur"t- O"l <( <t <t ~ .J:J ~il' c=::JO <(en O"l o C'? N o Z co Q ..: OJ) ~ '- ,....... N E ~~Ci: O Wo c.n ~wI ~ u..~~ "" C'?o LO <.:) < u.J NZ '- %1~ ~ W 6 15 CC'?..l.<i!~ .8 (1J.....J"c:r::c- U Ol.1...~::)(J~ 0 . ro- r-:.. I- - (0 U)~OU!:!::~ o.<t::Jf-O"l w "'0 c:r::o:::.f- LO o.If-WO <(: m<o...U)uz 0 o o z IJ) o W f- ~ ::J > U1 o <1: o - Il o ..J lJ. ..J <t Il I- Z W Z tl 0 o IJ) I I N(j) 'Z ~O ~(j) > w 0:: w () - en r- 0 --I z - <r:: r- l- I W 0 0 - w 0:: ~ ~ >- z a.. z 0 ~ ....J () a.. SHEET NO. 8-13 LAST PLOT DATE October 11, 2004 <t o o N ~ ~ o ~ t' ',..t' o I N ~ ~ Lll OJ IJ) ~ W M IJ) 0: [Y'] t' o I I ...J M U1 I.&. ,.. I- <t OJ U1 C. I W ,.. ~ ~ .1- o f3 ~ Vj~S2 0 WI-(/)W:J oz(/):::!<l: O-I> ~~t::~U) <l:NWa:::;:;:; <.:)..-1:;;:00 ~a:::ooo 3:2w::J;: ~o~~z 0::Jcr:(/)1l:! ~~Wocr: I(/)C:Z::::> 1-_<l:<l:U 2 o 0::: >-l.1...z Zf-O <(z- zw~ -(.I)> oz- WOO uu< :::lZO OwCi: Of-O O:::f-.....J D..-LL. wD:::....J o:::~< wwD::: enI~ f-f-w Of-U Z::J . >-OD... <I 0:: 2t::O z3u <O::W -1W2 o..zO U)ZI -<U) ~2:::l 0.. D::: o U w 2 o I (/) ::) C'? o o N @ PRODUCT APPROVAL DETAILS SINGLE HUNG MASONRY (FLANGE) ONE BY VODD 0 CONCRE"E JR CAULK BE-VEEN BUCK BY OTHERS~&'::" \ MASONRY O?ENNj-NG ',1000 BUCK & (NOTE 6 & 7) BY O-HERS MAS'Y OPENING BY OT"HER$ CAULK BETVEEN \ i V[NDOV FLANGE~ ~ & ',1000 BUCK e. 1-1/41 MI~ 4 4. D1BEtMENT ) ~,;J '''--, V 1 !',~ ....-- r-----..... INSTALL,ATlJN ANCHCR 'i' 3/16' OIA. ,APPER (NOTE 12) BY 6;~~~g..J ,JI I~SHi~ AS.REa'D'!. P U :/4' MAX, 'I ERI~~0C~ 'V (SEE NO-[$) i ~ .LANGe: TYPE: :~Gl:'~I::L I ~i~g~; FRAME i GLAZING BEAD i "',H. (TYP) ~ GLASS i (.'INDOV ~ .~ <TYP) (SEE NmES> I ~~D :r M I ' ' (BUC~ CAULK BET'.'EEN ',1INDC'" h rlEIGHT> FLANGE & PRECAST SILL I IV. I VULKEH tt6 ADHESIV7' CAULK, OR A.PRV'D, EQL. \HI I ~ FLANGe: TYPe::: I CONCRETE CR I PERIME.TER / wINDOw FRAME HASCNRY OPENING CAULK \' SILL BY OTHERS \ BY OTHERS: I J L' ~ \~ j I q · q · rftl . 1-3/8' ~ .-----~ PRECAST SILL ~ D. liolJN, EMB, ..... / ------- 2X4. 2X6, 2XB "'ODD BJCK BY OTHERS . q 1 i ~ J~ - BY O-HERS (SEE NOTE 16 & 23)& SECTION A-A I JI '- II "'-ONE BY 'JOOD B;JC~ BY OTHERS <up-;-rONAU (NOTE 6, 7 o.~d lSA) U IMPORTANT INfORMATION & GENERAL NOTES These ootes are pro'i'ded to eMure proper iostallatioo of Florida Extruders Milestore products and must be followed fully BV _ (BUC~ 'oI1DT,,) ~ - ~~{E';"~I.", - GENERAL INSTALLATION INSTRUCTIONS CNE BY '01000 I~STA~LATlD~ ANCHOR BUC,K BY C"~Ei;S 3/16' D:A TAPPER -" '" 1) SHIM AS REQ'D AT EACH INSTAUATION ANCHOR WlT:~ LOA::> BEARI,'iG SHIM. MAX, ,NOTE 5 ~ > ("OTE 1,,) ALLOWABLE SHIM STACK TO BE 1/4' S~I~ ~;4~~~~A~ I 2) USE SlUCO"lIZED ACRYliC CAULK BEHIND WINDOW FLANGE AT HEAD 8< JAM8S, RIGiD VINvc (SEE NOTES> SilL MUST BE ATTACHED TO THE SUBSTRATE WITH \'ULJ<EM lL6 ADHE5NE CAUlK OR ~LAZING BEAD ________ I 'V [ APPROVED EQUAL APPUCATION OF V1JLKEM 116 ADHESNE CAULK OR APPROVED (TYP) ________ -==:31 i\ -. EQUAL AT FRAME SILL MUST COMPlY WITH SEAlANT MANUFACTIJRER'S ~~ iF II \ I RECOMMENDATIONS. 1 H--~ - D. 3) USE SILlCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERiOR OF ~LASS Iil1. 11 0 W WINDOW FlANGE AND TO SEAL HEADS OF INSTALlATION FA57ENERS. (TYP )<St:E NOTES) I V 4) FLORIDA EXTRUDERS 1000 SERIES SINGLE rl1JNG IS 5HOW~, THiS PRl'~T ALSO I APPLIES TO THE FLORIDA EXTRUDERS 1500 A,ND 2000 SERIES SINGLE HU'IGS. 5) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6C63, ~ ,,~~;~3E_~~~~ :LA 1\ JA.~B CAULK BETVEEN I I .I~DOw -LANGE .~. ~ VOOD BUC~ PERIMETER I CAULK j J '" BY eTHERS CN'INDO\rl 'lIID"'H) ./ STUCCO :BY OTHERS ----- CAUL< BET\...."EE~ SECT,ON 8-8 ~~f~ B~p~~I~G I By :THERS A~CHOR INST ALiA TION INSTRUCTIO,<S GENERAL, 6) NAIL ATTACHMENT OF NON-STRUCTURAL ONE BY BIJCK IS 4" FROM EACH CORNER & AND 8" ON CENTER. USE A HARDENED T-NAIL" WIT" A 0_097' DIAMETER ANO 1 3/8" LENGTH (S/8" EMBE!)MENT), A HARDENED "MASONRY NAIL" 'NlTH A 0.148" DIAMETER AND I 1/2" LENGni (3/4" EMBEDMENT) OR EQUIVALENT, FOR ALTERNATE SECTION A-AlB-B, USE A 0.113" DIAMETER COMMON WIRE NAIL WITrl A 3/4" E~li3EDr~EIVT OR EQUIVALENT FOR NAILING NON-STRUC1'JRAL O~E BY BUCK INTO A TWO BY STRUCTURAL BUC~. ~ 7) APPLIES TO ALL 'ION-STRUCTURAL BUCKS LESS THAN 1 112" Tl-IICKNESS, NOT INTENDED TO liMIT TO NOMINAL ONE BY 'NOOD BUC~ ONLY, BUCKS GREATER Tl-IA:-l I" NOMIMAL (314" TH,C~) AND LESS iriAN 2" NOMINAL (1112" THICK) WI~L REQUIRE NAiL LENGni SUfFIClENT TO MEET EMBEDME~iT REQUIREMEi'iTS OF NOTE 6, ~ B) All. INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COAllNG APPLIED SUITABLE FOR lriE ENVIRONMENT ANDIOR FRAMING MA~RIAL. WHERE ANCHORS ARE USED IN PRESSURE-PRESERVATIVE TREATED WOOD, THE WOOD SUPPUER SHALL BE CONSULTED FOR RECOMMENDATION Of ANCHORS COMPATIBLE WITrl ll-'E PRESSURE-PRESERVA TlVE TREATMENT PROCESS USED, 9) ALL FJELD SUPPliED HOLES IN THE FRAME (IF REQUIRED) WILL BE 3;16" IN [)IAMffiR. 10) WOOD SCREWS SHALL MEET ANSI 8186.1 DI~'ENSIONAl REQUlREME~TS, 11) IF WOO~ TENDS TO SPUT, PRE-BORE HOLES AS fOLLOWS: #8 WOOD SCREW ' 1}8" DIA, PILOT HOLE & /tl0 WOOD SCREW - 9/54" DIA. PILOT dOLE (NATIONAL DESIGN SPEOF1CATION FOR WOOD CONSTRUCTION). [SEE SHEET 2 FOR CONTINUATION OF NOns] CGNCRETE 2R MASONRY OP'ENlt-.iG BY O,HERS i- 1;/,\;/, I A~ A 81 fDt+-' y tE I JI / r'] I;/,H, Ll --., I c I INS....ALLATION ANCHOR ~10 "'ODD SCRE'" (NOTE 16 "cd 16A> ViEWED FROM EXTERIOR SECT:O:\I A-A (ALTERNATF) & For installation with two by 0dh or IV /0 or,e by wood bUCKS. l~~~~~;~::%~~;~~" .... il<{) Tz:~j<3- l'~"~i~~,'\~<f;':"i.~~~~~/ ;. . .",.','.- G .;~ ~~ ~g i~ ,tJ ~" Ii'"" ~~ ~ Ii , REVI DESCRIPTION IDATE INI C );~~~c\~'r2~: !b;€D 12/:9/C3]RJA I ~m"'E 2J, RE:/lSED i I AND/OR ADom R~'.J\TEO I' I ~i~~?I~~;N"~~ NO't ! REv1SIONS. I FLORIDA EXTRUDERSI:-lTERNAT!ONA1, INC. 2540 JEWETT ~NE CERT:~CA'1: OF A"'HOR!ZATION NO, 92J5 SA..NFORD, FLORJDA TITLE: INSTALLATION ~ETA)L S~L, ~UNG FLANGE .:NDO.S - SERIES 1000 150D ~ 2000 DRAWN 3Y: BB I APPROVED SY;RJA OATE: 12/19/03, SCAL!:; ~TS'OWG:FLEXOO 15, Se<T 1 OF 2 A FLEV A TIO ~~ SINGLE HUNG FRAME (FIN) -"1 :-- J' ,~N E;;BEDMENT -1.I).~Dr'J '.!D, TH ~~' 1/4,' MAX. I ("'ODD SORE'J) 0 SH1M SPACE CAULK BETVEEN SHEATHING I SHi,~ AS RE~'D T",O BY VOOD wIN~~~A~~iN~ BY OTHERS~ Ir~;~i:E~DOD (SEE N:JT.~S>~ !i.11 / ~;:\~:BY ~THE~S I I~STALLA-lON M,C"OR .'. / J SHIH AS,E~'D, liB 'oIOOD SCRE'" SH::JVN -------------t..' 'II iI ~: (SEE NOTES) ,. ":N. STwCCO . , EMBEDMENT n OTHERS I II f ! /"i I '...-OOD SeRE'oI) 11/ \1 j GLAZING (TY?) II ! I T 7 I (SEE NOTES);~ \ '7 I PERiMETER r'. ~~~. S~~~E -' J~~, SHEAT":NG CAULK] BY CTHE'<S BY OTHERS ---J I FIN TYPE , FI~ TYPE _ ~~~~VB~~~EEN ~i~g~~ F'<A~[ "',NDev FRAM~ ~ SHEr"ING I ~' GLAZI',G (TvP.> vAM PERiMETER INS-ALLATIJN ANCHOR I ..----- (SEE NOTES) CAULK lI8 'JQOD SCRE'" S~CV~ I /'" BY OTHE'<S ST~CCG BY OTHERS I SECTION B-B r---VINDOV-l I VID,H ! Ai r IMPORTANT INFORMATION &. GENERAL NOTES These notes are provided to ensure proper installaboil of Florida ExtrJders ~destone products ocd must be followed fully GENERAL INS,^LLATION INSTRUCTIONS I) SHIM r-s REQ'D, AT EACH INSTALlATION ANOiOR WITH LOAD BEARING SHIM_ MAX. ALLOWABLE SHIM STACK TO BE 1;4", APPLY A BEAD OF VULKEM 116 AD,1ESlVE CAUl]( OR APPROVED EQUAL AT THE FASTENER LOCATION PRiOR TO INSERTING THE SHIM TO ADHERE THE 5H1M TO THE SUBSTRATE ANDIOR WINDOW FRAME, FULL BEARING BETWEEN THE SHiM, SUBSTRATE AND WINDOW FRAI-IE ARE REQUIRED. 2) USE SlUCON1ZED ACRYUC CA~lK 9€HIND WINDOW FlN AT HEAD, SlLL e.. JAMBS. 3) USE SIUCONlZED ACRYUC CAULK FOR PERIMETER SEAL AROUND EXn:RIOR OF WINOCW FRAME 4) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN, THIS PRI'IT ALSO APPUl'S TO THE FLORiDA EXTRUDERS 1500 AND 2000 SEpJES SINGCE HIJNGS, 5) WINDOW FRAME ,'lATERlAL: ALUMINUM ALLOY 6063. A,~CHOR INSTAUATIOr>llNSTRUCTlO~S GENERAL: 'J1NDCIv' ,~E!G{1T I, ! II -L-~ A,NCHSR ,I SPACING II (SES. BELOw)1 i -r-~ ~ 6) ALL INSTALlATION ANCHORS ,\1UST BE MADE Of COAAOSlON RESISTA.'iT MATl'Rl.ALS OR HAVE A CORROSION RESISTAi'IT CO,l,TING APPUED SUITABLE FOR THE ENVlRONMEi'IT AND/OR FRA,MING MA TERl.AL WHERE A,~CHORS ARE USED IN PRESSIJRE.PRESERVATlVE TREATED WOOD, THE WOOD SUPPUER SHA~L BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE-PRESERVATIVE TREAn-JENT PROCESS USED, 7) AU FJELD SUPPUED HOLES IN THE FRAME (IF REQUIRED) WILL 8E: a) 3{16" IN DIAMETER FOR #8 WOOD SCREWS, AND b) THE SHANK DIAMETER OF THE NAIL ROUNDED UP TO THE NEXT STA.~DARD DESIGNATION CRiLL BIT SIZE. 8) WOOD SCREWS SHAU MEET ANSI B18.6.1 DI~lENSIONAL REQUIREMENTS, 9) NAILS SHALL MEET ASTM F 1667, "STANDARD SPECIFICATION FOR DRIVEN FASTENERS: NAILS. SPIKES, AND STAPLES." 10) IF WOOO TENDS TO SPLIT, PRE-BORE Hol.E AS FOLLOWS (PER NATIO~AL DESIGN SPEOFICATION FOR WOOD CONSTRUCTlON REQ1JIREMEi'iTS): 0) #8 WOOO SCREWS, 1/8" DIA. PILOT HOl.E. b) 0,113" DIA. NAILS - #44 ORlU_ S1ZE PILOT "OLE. 0) 011jER NAIL DIAMETER PILOT HOLES NOT EXCEEDING 7S% OF THE ~.AIL'S DlA^1ETER AS REQUIRED. 11) WOOD SCREW A.ND NAIL WITHDRAWAL VALUES USED yo GENERA,E FASTENING REQUIREMENTS ARE BASED ON SOUTHERN PINE WITH A SPEC!FIC GRAVITY OF 0.5S. 12) WOOD SCREWS AND NAILS SHALL NOT BE MIXE' TO FASTEN 'HE SAME ASSEMBLY. - 13) WOOD SCREWS AND NAILS SMA..!. ~OT SE USED TO FASTEN ASSEMBLY !NTO THE ENO GRAIN OF WOOD, - (SEE SHEET 2 FOR CONTINuATION OF NOTeS] ~ :i GLA,ZI~'3 (TYP,) Ii (SEE Nu,-ES)__________.... ! I I I I '"dNDJ\.t HErpHT I /T.!I I d ,I:n I 3 I~ B i 'II EQUALL Y SPACE 'I ANCHCRjS crYf',) & / ,11 I ! , j ~ FIN TYPE It ;/'JINDO'''' FRA,~E I ""T SILL ?ERIMETER br I L_MARBLE SILL CAULK ~ I s'mOL BY CTHERS BY OT"ERS , I ::~' ~ ~/i I r~ . TVo BY 'JOOD INSTALLATION ANCHOR .'.' ,I i ----- - BY OTHERS #B "'aOD SSRE',1 SHOVN_______i-.;,; :1, STUCCO _______.7}.. 1, ii BY O,HERS J CAULK BETVE:E~ ',1INDOV FIN SHEATHING & S~EATH[NG BY oT!rlERS _ I A...J I: 6' MAX-1 1 J' (TyP) r '-- 6; HAX, (TYP) ELEVAT!O,\i VIEWED FROM E:XiERIOR rlE:AD Sl' L ir .JAMB ANCHOR SPACrNG (TO 70 PSF D.P) ANCHOR ~ SP,AC;NG (SEE BELOV) 'JOOD SCRE'oI' 24' O,C, MAX, <TYf') ,~AII_, 7' 0 C ,~AX FOR .JAMB'> A,~D 10' ~ C, MAX, FOR HEAD & srL~ SECTION A-A i--l'MiN, EMBED"ENT (wOOD SCREw) " ~i ~g i3~ ~~ .C< ~'" Ir~ ~~ ;;t:.~~~";,:~~~.,~~~\:~~ , IREV DESCRIPTION DATE INI " .. 'B ll!:v'StDNOieTTO 1'01' 03 R 'A ~ ~!'~: ~ " -:.._ A.DO REQU1Rt:\A'ENT TO ../ '-' \'.1 i-")' !'};t~ USE ADHESIYl' CAoJLK ~.f;. . ~~'.'>:; "' AT SHIM LOCATION, \~~~~~;~/ c i~~~cb'%:f"""RJA FLORIDA EXTRUDERSI~~~~Nyi~~~'J:~~ Cf:RnACAIT OF AUTHORIZA~ON '0, 8235 SA.c'iFORD F'LORJDA TITLE: INSTALLATION DETAIL.u~8 SCi<EWS CR NAILS SINGLE HUNG FIN WJ~DC. - SERIES 1000, 1500, ~ 2000 !)RA~ BY: BB i APPROVED BY: '<~A DATE: 12/1C/03 I SCALE: N. T, S, :DWG,:FLEX002G S~T 1 01'" 2 1000 SH, ~l X Z X l/6 lOOO SHBl X 2 X 3/8 "A"3 (rYO) \ II /, 1 ~ HvLLlPN JA"ll (TY? > I, ~'"ULUON , : M1 -"" lfB X l/2 SELF ,: FJ ~ ~8 X 1/2 SELF ~ :L -APPI'G SMS ~I :rhAPP:NG SMS \:oJ ~ T .~ ~ S(ALANT !lP\'{E::::~ Y \ '1flNDO'; ~t(TI~~ '- ltB x )-1/2 SHF d$ Xl-lie S(IJ '-APPING SMS T ~PP:NG SMS SEC'ION A-A ( 1) I i TY?!CAL '{ERTICAL TO i-<OR;ZOf'.(TA.L \{UL:..JON TO MULLION I , HORIZON-r AL SLIDER DETAIL C W I..!..~O:: w'OtEE2 r-w r- <:(02Z 2-0::> lLJ x~n::o U O::>l..!..u f- O::OzU o..~w<:( o ~0~5 z wO::r-z erl..!..w W <:(zo::o fl"'l Ow<:(O "'--' w~U)O <t r-~zz f- 0 0<:( ~~U5w o "'"'<:(Z2 o ~U)w<:(z LL 0z~tEQ <:(OOor- W 5U5o::r-c5 0:: OE5Q~::J <t l..!.."""O::UCl. w~woo.. ::) erOr-ffi<:( o <:(-J~ .....J (j) I R~ U)"6 ~~ VI 0:: .....J '" 1::::J~~~0:: <:(0:><:(0 MASONRY (FLANGE) TYPICAL MULL INSTALLATION CONCRETE :1R CA'JLK BEi\./EEN I,JDCD I), ~ASONRY OPE:NI.~G ~BU-:K ~ ""S'Y CPENi~G M ONE B/~D~;E'<S BY OT~ERS BUCK BY DTHERS I I: ~~~~~~Y~TL~~it '" ~ ~ c> II i: <. ~~IB'E4~H~~~ GE~ERftJ.INSTALLATJON INSTR~CTlONS ~~;:~~~;g ~;;-I~~~-~~';;~~";~EB~;~~SB~~~~~~~2";u'~~GE:~;~~T ~ I,I,JGD BUCK ~'" " 1) SH1N AS REQ D. AT EACH INS .A":-",TlON ANCHOR 'NrN ,OAO BEARlNG SHIM. ,\AX, 0 THAN I' NOMIMAL (3{4" THICK) AND LESS THAN 2" NOMINAL (1 112" THICK) WILl > 1",7 r Al,OWABLE SH[/'ol STACK TO BE .14 &.::,. REQUIRE ~<NL ENGTH SUFFIQENT TO MEET EM8EDMENT REQUIREMEN" Of \ '1i 1/4' S";IM Z) \JSE SIUCONJZEO ACRYLlC CAULK BEHiND WINDOW fLANGE AT HeAD ~ JAf1BS. 5IlL NO~E ; - I , --L ,SPACE MAX.l ~UST BE A1TACHEO TO THE SU8ST1lATE WITH VULKEM 116 ADHES!VE CAULK OR 8\ gLO;NST~LlATION ANCHORS MUST BE MADE Of CORROSION RESISTANT J It ~ ~ A?PROVEO EQUAL. APPLlCATlON OF 'iUlKEM "6 ADHESIVE CAULK AT FAA'1E SIll. MUST MAITRlALS OR HAVE A CORROSION RESISTANT COATING APPUEO sun A6LE FOR i I' TI COMPLY WITH SEALANT MANUFACT1JRER'S RECOMMENDATIONS, THE EWIRONf1ENT AND/OR FRAMING MATERIAL. WHERE ANCHORS ARE USED IN I I i -II, ,;), 3) USE SIUCONIZED ACRYLlC CAULK FOR PERlMETER SEAL AROUND EX1 ERlOR OF PRESSURE.PRESERVATM TREATED WOOD, THE WOOD SUPP!1ER SHALL BE STUCCO 'II 'II ! 'I : M WINDOW FlANGE AND TO SEAL HEADS OF INSTALLATION FAS'ONERS. CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE BY oT'''ERS -I '~ :' \ I 4) FLORIDA EXTRUOeRS 1000 SERlES HORIZONTAL SLlOER IS SHOWN. PRESSIJRE.PRESERVATIVE TREATMENT PROCESS USED, II '~~...!I' 5) WINDOW fRAHE MATERIAL' AL~MlN~M ALLOY 5D6J, 9) ALL FIELD SUPPUED HOLES L~ THE FRA^1E (IF REQUIRED) WU BE 3/16" IN I PERI,~CER ,wrt]u rD L SHIH AS REQ.D DIANE:TER. CAULK.'" (SEE ~CTES) BH- ANCHOR INSTALLATION INSTRUCTIONS 10) WOOD SCREWS SHALL MEET ANSI B186,1 DIMENSIONAL REQUI~E"E~". , BY :'-"ERS At' (BUC~ 11) IF WOOD TENDS TO SPLIT, PRE.BORE HOLeS AS FOLLOWS #8 WOOD "',H I I ~EIGHT> GENERAL, SCREW - 1/8" DIA. PILOT HOLE ill #10 WOOD SCREW - 9/64" Dl"- PILOT HOLE ('wINOOV n rJ L 'D. 6) NAIL ATIACH^1ENT OF NCN-STRUCT1JiW.. ONE BY BlJC~ IS 4" -ROM EACH CORNE,~ AND (NATIONAL DESIGN sn~'FlCAnO" FOR WOOD CONSTRUCTION) HtIGHT> ',l:bL ~~~';;gf,J ~~~E i w 8" ON CENTeR. USE A HARDENED'T.NAIL" W,IT H A C.C97" DIANETER N'D I 3/8" LENGTH " co~,,, , I GLASS <TYP) : ~I~ HC ADER I (S/S" EMBEDMENT)., A "ARDEN ED "MASONR.Y NAIL' WITH A 01"8" DW1ETER AND J Vi' 3{16" DIA, TAPPER CONCRETE SCREW (WITH NON-STRUCTUlVIl ONE BY (SEE ~OTES> : ~ ~ I J - "I LENGTH (lW EMBEDMENT) OR EQUIVALENT WOOD BUCK), I Ii "I']v ~J'I D. ONE BY 'wOOD BelCK By CJ~CRCE ::, I I! 'I ~Il\ I ~ OTl-'ERS (~OTS 6 ~ 7) ~ ~':'SO~,~y ClP€:NtNG :2) WHERE WINOOW IS INSTAllED IN MASONRY OPE'J1NG ':\lITH A I I B v "-HeRS NON.STRUCTURAL ONE BY WOOD BUC~ (N01O 7), USE A 3/16" DIA. TAPPER :I!I i \ - B":'T ~H-'-~ L.. CONCRETESCREWOf5UFRCIENTL'i'rI,TOACHIEVEMJN,EMBEDMENiOF1-1l4" I I'l ,L~ R[G!D~ ~I~Y,- I <9VCK "'.D , >1/4' Sl-Hr-\_~ ~ -- E~;~04~/ol~~fr INTO !l'1A50NRY OR CONeRS-E, p-RIMnER! 'I. L GLAZ.Nu B€ADI FLI>NGE TYPE SPACE MAX ,1\ 13) SEE SHEET 2 FOR TAPPER INSTALLATION ANCHCR LOCATION CHAAT, LETTER - fA' 'Lk: I (TYP) VrNDO'.1 FRAME $Hr~ p,$ R'E(~' D I ~ i DESIGi'lATIONS ON THE 1APPER LOCATION CHART INDICATE WrlERE TAPPER 'BY D~HERS '\ Ii I \ FLANGE "V?EJ . JAMB ~SEE- NO"t:$) '11. i' '" I CONCRETE SCRews ARE TO BE INSTALLED WHEN USING THE E:)<TIRlOR Iii ~ \lINDDV FRA~E iNS' A"_LATION ANCHOR" t < ELEVATION AS A KEY, j =->r.I.~ ~SILL 3/16' DIAC~'OT!'EPP1(:R;D~ 1'1 j,\ I I ;4)TAPPER(RAWl)CO~CRETESCREWMANUFACTUREDBYPOWERSFASTENlNG, ~ ,e ,: V'. l.NC. N!LL BE USED. TAPCON (by ELCO TEXTRON INC) OR mEN (by SI'1PSON ~': R:GID VINYL STRONG-TIE) CAN BE SUBSmUTED WITH THE FOLLOWING LlMTTATIONS FOR ! ~. (' . :;LAZING 'ssAn,.? X THE HORlZONTAL SUDING WINDOW SlZE D~4, D24S, D~S AND D26: , I ~LASS (TYP) /, a) I~STA,L T\VO ADDmONAL FASTENERS IN HEAD DVER CHART (SEE NOTES>"\ r -1/ I I \ REQU1REMENTS AT LOCATIONS A AND O. CAULK 3ET"'E"N ~ I '1 ! \ !ID ,\ I \ 0 15) ALL KEMAINING FACTORY APPUED INS1ALLA~ION FASTENER HOLES NOT 'J:NDO'" FLANGE I I '1 I '__JI I ill / , USED ,'OR TAPFER CONCRETE SCREW INSTALlATION SHOULD 8E FIlLEO WITH IE ~ PRECAST SIL -1 ! n ' Ij/ '\ weOD SCREWS OF SIJFFlCIENT LTH, TO PROVIDE MIN, S/6 IN. EMBEDME~T INTO ORA~~{~C~Xg~~L~ P~Ei;S~T1i~~ J SF CTI 0 N A. - A. S~~~;v"Ec~~~~:i ---------= 'j -{if I ~ :/~:::: SCREW (WITH STRUCTURAL TWO IiY WOOD BUCK), i-- VI .1,/ .-I ~ 'JJCD B;JCK ,I I ,> I A ...._. I PERIMETER i j ;6\ WHERE wINDOW [5 INSTALLED IN MASONRY OPENING WITH A STRUC11JRAL I i CAULK S~UCCO -.J ] I I rlVO BY WOOD BUCK, USE #10 WOOD SCREWS (ANSl 818,61) OF SUFfJOENT I A 8 C D i BY 0- ~ERS BY 07HERS I i I LENG~H TO ACHIEVE 1-3/8" MIN, EMBEDMENT INTO THE TWO 6Y WOOD BUCK. - I I I -("rND~~',j'JTD-H) '.J C4UL~ BfT'. EEN 17) #10 wOOD SCREWS SHALL se INSTAUED AT ALL FACTORY ,I\PPUED , c- + U r- . -" -, !JOaD B 'r~ & INSTA,lA'710N FASTENER HOLE LOCATIONS, I '- I .....-::' II r SECT: 0 N .""s-'y ~upE'HNG 18) WOOD SCREWS SHALL NOT BE USED TO Fr-s~EN ASSEMBLY INTO THE END I,;'h i #- #' Ii w~ J\~~'~'^M{~,." El..=.Q EY ~T"E,S GRAIN OF WOOD [SEE SHEET 2 FORCON7iNUATIONOf NOTES] G + ~ r itHl. ~ i~ 17~~~~~~~~;;f~..~. R;V:;:~~~~~~?~~III~/~~~31~~~ r.R~IS~JS~'ZA"~~~~UDERS I1~~:tln~t;~~f I , t: ' II J E ~ g q';{)\A~ ",*,?_-::z3~,,) I ~~c;.r'o;, ~~ ~,~gH~;S I TITLE i NST AI__LA T JON DET A I l_ ',1/ TAPPERS l-'- I i:'J ~". "z ~.., Hie I HDRZ S! IDING FI A:~GE I..JINDOW -- SERIES 1000 f:"LFVATION A ---..J g \'~'<;?";~"k::~~S,~~{t/ C I~[:r,~~~~.'i";~:'g 1'2'13i03IRJA D!<A~ 8Y.BE APPROVED ByRJA VIEWED FRO\A EXTERIOR """.,.' ,ONE BY 9ueK ""L-OCT! i DATE: 121 19/03 'Sc.4.LE: i'<TS ,DWG,; FLEX0020 SHEET 1 OF 2 :~S,ALLAllGN A~CH~R IMPORTANT INFORMATION &. GENERAL NOTES 3/16' DIA T A?PER (NOTE 12) ----1 ANCHOR lNS.,-ALLATION iNSTRUCTIONS (CONn -lx2Xl/8 '~COSH........ rlX2X3/8 T\.;9E MULL.!:JN ",AMB'" <,yPJ \ ~ TV BE MULllON "r ,., 1/2 SElr 'iJr 48 x 1'2 SEl-F ,: ~PP1NG ,~S d ~APPING SMS cNE BY ~OO:~ I BeCK BY wTHERS '" 1 jJ4' MIN. .(..j E"BErc I I These [''-ores are prOVIded to enSi.Jr!~ proper 1T'st;3!iatof'1 of Flcr'C'a Extn..:c'ers Mllestc~e products and most ~ fOllowed 'u!:y, GENERAL (CONT): l~CO S.H.-. ",AM]) Or?,) \ ~~ ~ y==l CO:; \ ~ ::>J ~ '" -, SCAlANT B("7'VEE,1/ "'-L- V1NDOV n,. ANCi(S " ~Ul..L!ON IjQ X 1-1/2 SELF' '; A.PP:NG S!>($ '- t SEAlANT SE:TVE!i:N 'L- ~rNDCI.I rL.ANGU #9 x l_'/~lJ1l~e~ ;- APPINQ S ~s SECTION A-A (2) ~U~E: 4 ~~L~;6N"\ ! SECTION A--A ( 1 ~ rlX27/16Xl/8 ___lX27/16X3/9 r=9 1000 s""I . _1_ 'oB. MvLUON r 1 ~.:o: " .~ o'''.~ fir ..,", 'n' ~APPL"{G SM$ rAPPING SMS I: I~ .'\ 1000 s.l-I.---. ~'AM:B n Y? J lDCO s.i1'l ...AM] nw) \ = r.. tiS X 1/2 SELF" _ _ ~ "PPING S~S I~ r= ~ n "8 X l-t!2 SEU'~- ,. APP (NO SMS c<:; \ :::II ~ "'" r :;E:AlANT BE'r'"'EEN 'L- l,,'adlO'J F'1-ANGES to "'ULLlON It-B x ~-l/e SEL.... ~ APP:iNG SMS SECTION A-A (4) r 1 x 4 X 3/6 /----, T'vB-E ~ULL ION ir=-I ! I ~ P1 ~ ""', StALAm BE.!V(:(N '<-- Y:NDC'w' F"LANCiE:S .. M.UL.LlQN n x 1-l/2 StLF' ~APf>:NG s~s Sf:;AL.AN" ltf: T\(~t,"4 "INDO,", F"lANOt:S .. MVLLlC"l SECTION A A (7) ~-"\.. ~ ( I ; _SECTION A -A ( J) ~l X 4 X l/B r= Tu'BE MULLION I: i Ii i Ii 'i I 11& II I A i 1000 S.'1. -- I JAMB (T'r'?) \ I =1 ~ , , _n ~J'~~ .Nl"'jlXi '" ~>. . ffil~i rl]<ali ~ ~~ E ~ ~ a,-' ~ iJ~ .}' "\({, "<: " ~ ," 1000 S'.'1'l _A"' C"?'~ II r. CDNCRtTE: OR ~ASONRY /. BY OTHERS dl - '1Ii~~ ". ~ INS'7"ALLPIDN ANCl-ICR 3/1(,~ D[A. I ! fAf"CCN SCIKv "'NCl-iCR <1'Y.:1J I I' I EXT[RNAL MULllON 'I lNSTALLATlCN CUP /i U ~~' PICAL MULLION TO CONORETE ~ HEAD I "UlLlCN .-/ ,~ (APPLIES TO HEAD & SILL WHERE: I' X 4 -'-Y- 8< 2" X 4' TUBE MUWONS ARE USEO) l II &11 i UI r!NSTAllATlON /l,NCHOR 3//So1 VIA. l~CON t seRe" ANCHOR (TYP,) "I"~ .1 i rme"" <;j\~ I 1 .J I '1 l/~' t'l1~. <(j '... EMBED~EN r ~ P'Rf:CAST Sl::! B,'Y C:i~:::;t AUXIUARY PI.J\T" (FDR AilDp.1DNAI.. ANCr.DRS, '..'~F:N RE2UIRf:D> w '" :r: z 00 f-.C/) ~ ~ 0ZW <:(~~ C/)~Qo O::N~ .. Or-O O~~ o::"7'<:(U U)<tJ..l ttj ~ ~ ,... W - ll) LL. Zr-I..!..~ :r::r:~. z r-r-..JW (3~Qi5 o::l..!..u.o. ZW~-J OOLJz" lJ.JOC/)5u)l..!..zQ"w WZU)COZOO ~Q :r:::>zwQ~i=ZC:: r-O:5J:u)<:(O::;:=:J ~Zo..r->W~Oa:l <:( J: w U) cr:' I-W;;tr-O::O.....JQ2'-' ~00::~(")Z~ .uj coB::J O<t:::J<<C W.....Jf-~~Or-..J:x: :r:3()a.. wUO::O r-0~~~0~(3~ 8~t;8~U5t;OO A If ~1 , I JI Tn 0 0J * ] MULLlO~7 I , 0 i ~ ~ 1i9 X 1/2 SELF" , ]I....... TAPPING S"S JL, tte SELF iA?PIN(j / '--.( SMS (Typ) '- ~ .El..f.YM!illi VIEWED FROM EXTERiOR ~ \faX 1/2 SEU' , IJI /' TAPPiNG S"S ,I~ y===l I 1<:; \ ;;;1 \\ '" StALN<T ,evEtN "L.... \J1NDC'. rL ANG€$ &. KULLlDN '- liS X ~ -1/2 St:\..F T APP INC SM$ SECTION A A (5) . ':1 \<0 \ \ "f SEAlAN'T 3tT\rIt:i:N 'L \y:NDC..- rt.ANGE:S ~ lJ8 X 1_lr~eM~~ilfiN ~ APPING S~$ SECTION A-A 16) t x 2 x va :coo S.H.., r 1 x ~ x 3/8 'CEE "ULUON JAM' (TYP) \ ~~ "LLUON ,,! G ~~P~1~G2 S~~i...F 111 11 ~~p~r~~2 s~Lr '11 ~AM iG~T ;P~) -\ ~ 1 1/8" MIN. EHBEDMENT ~;! 'iJL "'& ---1"--"- ';!l \ ~ S(lol..At-oT Il~:,",ESN \ "'-L- ~t~er~njNRAl-"t L liB X i-1/2 S(Lr TAPPING Sl'1S SECTION A-A (2) JAM~O?T;:; 1 I i- - HORIZONTAL SLIDER _,r:: ~ 'i'l \ ' SO'-ANT BETV(E:~ "- VINDCv ,ll:A.K( , . 'VlllON \- ij8 x 1-1/2 S(LF" TAPPiNG SMS SECTION A A (1) t x 2 7/16 x ue ;l)3E MuLllDN 2 X 4 X 3/6 --. TUBE MULLlCN ~ i FRAME (FIN) SHEA:~;,,)G ---1. z~ r-- T1N'O BY I~OOD CAJLK BEfw'EEN BY OTHERS i ~t'~ !y( B'( QP-.jERS \w'~NDO\'" n.'t s.~ I ~BQ i $rlE.AT'-1rl\~G -"'111 -,~g ;' / i I,S-ALLATfON ANCHOR f."-~ Iii \~~~;iV\1 . <s 'JoOD SCRE'" S~OVN '------- . -( I' \/ i I SS~,uDC[CNOG ~~ . · IIV I I . "------------ I I 1/4' MAX eTHERS . . Ii! J SHI'\ SPACE S .'\ AS .RE~'D. I GLAZING (TYP) ~ (~~E ,~OTES) (SEE NOTES) ~ I I!, ~ F;~ "PE I II I "'i~DO'" FRAME , r : rlEADER I I I :I~CO S M. _A,.ll (TY?'~, ~oco S.M. r 1 )( 2: 7/16 X 3/9 JA"E cryP) -\ r==" rUSE "vLLlON lt8 X [/2 SELF" ~ ~ liS x ;,;2 SELf ~APPING SM$ T~PP!NG SM$ r: . Irr:: II I: I: I j . D-" , 'D' -,' 1/4' "AX, - '01,'1 ~. ,I, ,H -. Ir SHiM Sf'ACE CAULK BET"'EEN , T",n 3Y 'JOOD 'I "'INDO'" FIN 1'-',j~~DC'W 'J:n"e< B.yO~TH€'.S ~il & S.HEATHING J- S'-::~ AS RCA'D i I "'~3 (SEE NOTES) :1 ~ I. IX I I 1 ~~~ "----- . ~ ! i --. ,,8;,:;: I' ~ 1'/: I ; ~: A~ ~F; 1 ' I, ill \11 ".h,. I I ~o I ,"1 t I N/ ~<...-~~"tE;'> ~lND~Y II 4 Ii /~ i.' Eg~~~~Y I == ~ Elu:G.I // 11./ II A~C~ORS r ,[] / ,-- H ii.- -. (TV?) 1 ", Ii 'I I . I -----,Wi I . B J, ~ '~, .... LJPi!~L ,. ,,: ~"j ',',,",,~J ",~,,"";,,:j /~""",,J~I / SEE CT _S) OAJLK / ~HEATH'NG ELEVA T!OI\ / BY OTHERS I BY OF'ERS IIEWD FROM EXTER'o~ ,IN TYPE "'!.~DOV -' STUCCO :R "[AD SIll ~ JA.'\BA~CC-\CR SPHC:NG F~A,~E JA~B SlC~~~E~~ LitaS:..~c\-;Tig~E~N~~%~~ \\' Sf;AL.A~T BE:rV'Ei:N "'-- vtNDC'. F"RAM( I. ,ljU'-LlCN 143 ;( 1~1(2 SelF iAPPINCi SMS SECTION A A (5) ~' StALAN" HE-r''''~E)\f ~ 'JlNDCI,( rRAM( 80 foiUlUON \fax t-l/2 SELF' TAPPl.NG SI'I$ SECTION A-A (6} ~ If r '1> y==l \~ \ - -';)] '" ...--sEAL ANi i(i\((E.N \ "'- ItS X 1-1/2 sn~'::" 'oIH-mcv r:"ANGES "------!.- ~1~ii~T F'~~1~~tN tAPPING ~MS " ~UlLICN "'-.8 , ,-1/e' ;E~L~:ON SECTION A-A (7) TAP?ING S"S I ~ '. ~ SECTION A-A (4) >- r1X4X3/8 h TU'B( MUlLION nil I' II Ii II :1 . :r: ~~p~ 112 SELF ~ ~tNG S"S '.e\ ';>/ \\......... Sf:ALANT 3E T'JEEN '-I.- vlNDe\..' rRAM( " MULlIDN c:;a X i-:/2 St"Lf T ~PP~NG SMS SCCTION A-A (3) r4t.' :.',,:. JM!~GO~TYSp~ I! I, I .WI~O~TYS:; , ~ I : r..__ '8 , 1/2 SELF = / ,. APPING SMS L, & r l A I Ii ~ II !n~VE,~\i'm~' · IL-.JI L"'ARBLE SI'_L '~i STOOL BY I ?ER!~~0t~ :, I !~ C-HERS BY CTHERS :r-' li4' SHr~ , :Lr.-:-'j '~_~PACE ~AX INS....ALL..ATlON ANCHOR I I~\ - , ~8 'wOOD SCRt:'" SHO',1N ~ ,I,:! II ~ -::- AS REn STUCCO OR -l..-J] .:' ::> o~ (SEE NOTES) SlDI~G BY I' I '., OT~RS ~ I 1 ~ '. , :> I N:f~ :J> ^~ef'1!t"" -A LK BE-"EEN J 2J..1 :.<.I~ >"::t.""".,..".,, <(.'",' '"' W I W z=o 0. ~ ~;' ~~'~,.,,:.~,\~4t~"~.."'\i ~\tIl~~~'~Hi~8 S;-,EATHiNG ~ ~ "" -- 00 (,;' ~ " to.", BY CJTHERS :... ~ 81\0/0 BY \"/000 i z / > :" t ~~,' '.~ ~ BY OTHf.:RS ~ Oi' Ij '\_~~{ " --~~~-+~~-- ~ ~ ; ~ (~I ,-, {>'f"1i" "ft.} ;t;..J i ~ \, ~~~~;'~::;.::~~'~;~~/ ',~, "" . i \1;\ PI ,c; ~ "'iNDO',,! ..,EIGHf VOOD SCRE'J, 24' 0 C ~AX - '0 7.J PSF D? SECTIO~~ 8-8 ,~A!L, 7' O.C ,~AX. - 46 f'SF "0 70 PSF J? '<AIL' 10' C.C MAX, - TO 45 ?SF D.? IMPORTANT INFORMATION &. GENERAL NOTES These ~otes ace provided to e~sure proper In5tJilat'on of Florida Extruders Milestooe products and must be followed fuily, GENERAL INSTALLATION INSTRucnONS 1) S~IM AS REQ'D, ,q EACH INSTALlATION ANCHOR Willi LOAD BEARING SHI:>1. MAX, ALLOWABl.E SHIM STACK TO 8E 114". APPLY A BEAD OF VULKEM 116 AOHESNE CAUL~ OR APPROVED EQUAL AT THE FASTE'IER LOCATION PRIOR TO INSERTING T~E SHIM TO ADHERE THE SHIM TO THE SUBSTMTE ANDIOR W:NDOW FRANE. FULL BEARlNG BETWEEN THE SH1M, SUBSTRATE AND WINDOW FRAME ARE REQuIRED, 2) USE SIUCONIZED ACRYUC CAULK BEHIND WINDOW FIN AT HEAD. SILL il< JAMBS, 3) USE SILICONIZED ACRYUC CAUL~ FOR PERH"ETER SEAL AROUNO EXTERIOR OF WINDOVV FRAME. 4) WINDOW FRAME ,"ATl'RIAL; ALUMINUM AUOY 6063. [SeE SHEET 2 FeR CO"ll1NUATION OF NOTES) REV I DESCRIPTION IDATE! INI B IREViSED ,on: ,TO , , 011 103 I' R 'A 'ADO REDUIREMENT"D I' . '" lusE ADHESIYl' CAul < I iA-:- SJ1/M LOCATION. i I C iREViSED NO-E 5 "'""/0311 R '^ 'RE','SED NO"!: 6 A,'D ,--' - ~,., ITliu TO REf~;:CT ,'AIL i : IALTER'PE i i FLORIDA EXTRUDERS 1~1~~N~i~~~'rl~~ C'''''FlCATE 0' AUT'ORIZAT'ON NO. 92J5 SA."iFORD FLORIDA TITLE: [i'<STALLATIoN DETAIL \//#8 SCREIIS DR NAILS HORZ SLIDING FIN WINDOII - SERIES 1000 DRAW)! BY Bil I APPROVED BY: R"':A DATE~2/W/03ISCALE: N, T $.!DiVG,:FLEX002B SHEET I OF 2 SECT:O,NA,-A ~~:~ IFLORIDA EXTRUDERSI~~~'lYi~'W\.L~~ I SANFORD. FLORIOA 'TITLE: SER. 1000/1500 FLANGE SHEET 1 OF 2 VERTICAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES DRAW)! BY: MSH APPROVED SY: '.A,B DATE: 121 1 103 I SCALE; NTS DWQ.; 1 VMFLG ~. ~\JD BY "H''JOD ~\ BUCK BY OTHERS ------ t-- . DETAIL C A .r~ . L,. ~ \ "-..,-'--S",EA""l'<G ~I' '\ iNS'" ,1L_A ~ 1 eN ANCro:OR ~8 WlDeD I seREV (1'(1>) ~ I - EX-ERt{~r.. I1ULUON, ./ L.ft- INSTAr...J..A~11JN CUP f'lULUON ...-/ - " APPUt:S 'TO HEA.D &. SILL WHERE 1 " X 4" 8< Z' X 4' TUBE ~ULLlONS ME USi:D - ! ":> . I . APPLIES TO HEAO 8< SILL WHERE l' X Z' & ,... x 2 7/1 6 ~ 'TUBE ~iUll!ONS ARE USEO <l1 r INS'" A...lA TION ANC~C~ \fa 'wIlJOD seRE.,. ~"T?) I rs~ -1 1 118' MIN EHltEDHENT s~rnlNI:O -r ""OOl)P'<MII>G AUXILIARY PlATE (fOR A.DUlT [DNAL f.\NCt<DRS, "''HEN REGUJRE.D' DETA,IL B & 1 ] A 8 I i II In 0 01 ~ I "ULLlO:7 I I ~ FLORIDA EXTRUDERS ~~N~~~W'r.Zr~ SANFORD FLORIDA ] TITLE: SER 1000/1500 F [N SHEET 1 OF 2 VERTICAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES DRAWN B'(; HSH APPROVED BY; .AS !DATEd2/1/03 ISCALE;NTS OWG,: l'yMFIN INSTALI_AT10N A.NC~CR 3/16' DrA, T APCCN SCR(Y ANCHQR n'tP.) DETAIL 0 ALX11IARY ?, At'" 1 (fell ~DD;T:2<AL .l."!C.'<R:S. "l€;>l iU:OlJ.;:(O":> I f0l -~ I ~lr ~'t" 'MUO> I : I: , ~--I lMO S.H. )-lEA]) eiYP.> "- liS X 3/4 SELF' ; APPfNG SMS SECTION A-A (7) 0CWLl" ~ I '-11 '-;.1 ,I~ I I i II ~ VlEWED FROM EXTER!OR APPUES TO HEAO de SILL WHERE 1" X 4" 8< 2' X ." TUBE MUC,IONS ARE USED )ETAII_ C \ IIY-' ':, '1 S'-'EATHING \ , II, Htn ~ !NS ~ ALLA T1JN ANCHCR itS I"IOCO ~ _ ../"" S::REV (1"P) 'IMEX~E:RNAl IlLCL1CN ;N'STAlLA'fIQN CUP .=~~ :; ~:;'~DRS---1! ) If+i "~UON II \.1 ~>~,~ iJ t'L 'tP L-.t / i r - !I & I I-.J L t 1/8,-::1 I E~BEDM~~'~ I -1 r \~OO ~ \,j JDES1G,~ER I S'cL (T"?) t -,e X 3/4 SEL' I! p.'PPING S"S At I" I X 2 X 1/8 ! r-- ;1' TUBE: IAlJlLlCN " I ' I SCA:"i'N.T 1}("'\oI(::,'" IFrt2" '';~NDD'. ,t.ANGfS 1- S.~<.JlI..lCN \ \'0:: , I I , SCAl-AN T ~t T ....tc>,j J ' ~ \,.IjNDC'w' ;"lANGfS \ ita x 3/~ SEl.r ~ IolUll!CN "-l:OO $..1-<. 'YAPPING SM$ HEAl) (iY?) ~tM~ANT 3ETIt'~[N '>I'I~1)Ov ft.ANGES L I'!JLUDN I ~OOQ P,IJ./llE:SfGN(R I SILL (T'YP,) II r,e X 3_'4 ,[iI / T AP<?!;.jG $MS ~"m' L '"" "CLUeN I \ i, '--,e , 31' SEL' '--- Lceo S ,H. - APP r:>-<G S I<\S HEAD on>) SECTiON A--A (2) I I 'fl'> ' ] INSi.~LL~TI:N, SC:=l:~',.' ---! II I 11~I"TE.RNAL CI_IP ~~ J L:x C;R 2X ,~ULL <TYP) 1- lOCO P,IK./DESIGNER SILL (TyP) r #9: x 3/4 S(Lf ( / "'APPING SMS 1 x 4 X J/8 if''' III '"!I ( ME MULLION l4 La I I JI I ! 1 \, 1,\ "'-liB X 3/4 stl...r "-- i APPINCi SMS 1000 S.H. HEAD CTYP,> SECTiON A-A (6) ~U;( \~L~~~N \n' I I , i I I' I ,;00 S.H~ 'I I JAM! <TYP) ;1 II ~ .'~. I . j 48 x :/2 snr ....... ~ "ifl,PPING $M$ 'CAl,eN I / : ;;;/ I V1N::JD'tt' FL,4;NGE:S ~ "-- itS X l-l/a SELr e. MUll.JON i APP:.~G St-I$ SECT,ON A-A (7) } 1/ .------1<:; S(ALANi' llE.TY::E:N ~./ YINW'...' f"lANGES ----l/ &. "IULltCN SECTION A A (2\ rIKe7/1.'!l8 hi Tu!?( KUU1CN ;1 X 2 7('16 X 3/9 ,000 S H. -, 1000 S H'"I r--f-l'U3E "ULLlON "A~' CTYP) \ IF ,I ~ JA"ll CrY?) , In '1 ,MI..___ ,s x :/2 SE:L_ ~ n'~ .., ';2 SELr '"APP!"{G $M$ "'\"APP!NG S"lS 'I~ 't7' n I ~ '" ~ \ Str'L.c",NT >>E:'1"',(I;:f.:~ Y \ VlNllC..... .LANGES ''>-. #13 :( ,-1/2 SCoot \___ ll-8 X 1-1/~ SELF 10 ~UI.LlCN Tf.\Pf>:"lG SM$ SECTiON A-A (J)TA?PING S"S SECTiON A--A (4-) IA~ I I ~ r 11 ~ II! I i + 9, I I'. SE:LF "PPING..../ B ----.J $M$ <TY? > ~ ViEWED r:-ROM EXTERIOR n I s~~~~~~ }i~~B~~ Y & ~ULLlON . ~ 1X iCR 2X MULL Woyne A. 8lo.:k, P.E. 548 8 Hwy 27 Clermont. FL 3471 1 Fl License No, 52583 0.: t;., ~,'.l "'~ .: ~':~f~ ~~, -' ~ 1 I L-- P,'" I~(S!GN(R cn? ) SECTION A-A (1) I ,1000 F> 'tI /DtSIGNER r 1000 P",'-'ID(SIGNtR i I I SI/Ll (T~ItY:')x J~'4 SE:,-F Sl/ll <T:ItY;>x: 3/4 st:l.> 11 /~~p~12~\:~L~ I nl iAPf>H'~G s~s '1 TAPPING s~s . ;;2 x: ~ )( 3/8 I L rl x 2 7n6 x 1I8! r 1 X:.2 "1/:6 x: :va.Jr-'1t:1 >1.111 n.:s'E ~iJlLlCN I Jrllr "'ll I -C31: "ULLION ' 'Ii "II I reS. "CWON /"- .11 II I ill l Sr:A-'N1" I rf 1 I I,\,' : t=rl 'co'_Am ""V"N )' I I ~~~~'_-',"GE . .' I) I I r I! 1oI!t,me.... r,-ANGES ~.l.....-J &: MUll'ON \ \ I I -->I-.Jl ',"ULeJON -'f ~ I il \ I I i i ~'a x 31' SEL; i, '\..,. x 3/' SELF 1~ '-- (.::leo S.H. ~APPiNG $Io1S "- looe S H. 'rAPPING $.MS HE(.I,D <T YPJ I-'EAD <.TYP) ",,,'p, '-UOl "'"'" , , (') \ ~ '~),Jt''''f.' \- 10QO s,;<. SEC~'Oi'< A--A ,....(AD n"p) .E~ VIEW~O FROM E:eERleR ;:>mlLB 4,p'PuES TO HEAt.: << SIU W!1Ef:l:i" 1 " X 2. & 1. )( 2 1/' $. T\.;ee: MVlUONS AAe: USED 'I ] I r' x. x ,/, ,: : TU3E f1ULllOf\l Iii' (if ,I 1000 S.H'I" Ii I ":A>-I) nYP'~ ' ' , il Ib= , ,i'll..___ ~. -it I Ii , --- ~ II 0 0 ~ , I I i""LiION I -. i ii I ~ -tr a II r ;u~<\~L0~N '000 SH~;~'I il ..rAMB <TYP> I) ~9 X 1/2 SElF .1 ~#6 x 1/2 SELF 'I" APPING SM$ i APPiNG $."1$ y=l .1L, '(:"--~" I', _YJ W _OJ) I:i:;~~ g~-Jo iD:ru...Z I'" CD 'i ~ ., ~ 0 <U I:~,., E3 o . ~ iJG! ""'~"' \(, __' ",QjJ.TION il.HC~CA ., ....OOD SCilC'" nyp,) ~ ~CR!Z. CUP J I J v.' ':N. 1~!oIBf;Ii~lfT S(:ALAN" BE":" "'t:!:N ~ IJIN1JC,", FLANGES \ . "ULLleN \ f ~OQO P W'./DES1GNER S(ALA"l" BETY(E)l r lOCO P.,,y./D. (SJGNER \ f SlLl (TYP) :l~eE~'J~LANG(!- r SILl nyp) ~ /'lllB X 3/4 SELF I l ,r~ile x 3;4 S(lF \ i APP!NQ St-:S T APP lNG SM$ \ (1 X 4 X liS I (1 X 4 X 3/6 I , Jr' III 'v 11 'co. HUlllJN\ Jnr ~i ME .CLUJN i \j!~ 11 ~ i' 1 i i ~'~)'Ji""" ~'W"i"""! HeAD (T'f'PJ HeAD (T'r"P.> ! SEC,ION A-A (5) SECTION A--A (6) I (7) i I I I I 'HtJre A. srock. '" E I ]' 548 B H'tVY 27 C'ermoi'l\, C"l 347' I -L,~i"^'.'Q 5258;1 IFLO~IDf- EX.TRUDERS ~1~~0~~'ERo~~f """ .1.. !NTERNATIONAL. INC ".':~~~'Jil"'~".'\;.-''''--''''- 'I'TITLE,SER 1000/1500 FIN SHEET 1 OF 2 , V~I ~ HORIZONTAL MULLION SECTIOi'<S , ''''', . 'l:>fJ' ' I SEE OTHER S 1 DE (SHEET 2 OF 2) F'J,'( ':0""<' ~,~,. I DESIGN PRESSJRE CAPACITIES " I ,! ~l",}1 I .:t.. . ,.,,'-; 'DRAWN' BY, ,'ISH I APPROVED BY' wAB ~' " !DATE.12/1/03 I SCALE: NTS 'DWO' IHMFIN ".~f;' . <"'.'ill..'.~. .'. ;\.~' ,", . .;.. _. ',~' v ..'~e:~ :::~, FLORIDA EXTRUDERS111~~Nti1?EW'~i SANFORD FLORIDA II'TlTLE'SER ,000/1500 FLA:NGE SHEET 1 OF 2 VERT:C~~ MULLJON INTO HORIZONTAL SEE eTHER SIDE (SHEET 2 OF 2) FOR DESJGN PRESSURE CAPACITIES DRA~}i BY; HSH i APPROVED BY; '.All DATE:12/1/03 TsCALE:NTS IDwo; IvMHMF'~G ii . , -..-.t~ SEALANT Bf.fV'O:tN'/ ~ St:AoLAo"lT BEn/I::EN' % ..."INDO"*,, F'lANGt~ --'" 'w'lN'OQV rLANGES ---Y' / I!. i"Ul LlCN S. MVlUCN liS X l-1I2 SELF #6 x ;-1/2 S;E,-r -: ~PPING SM$ T.l\P?lNG $MS SECTION A--A (5) SECTION A-A (6) ""I .( '!31 .~ . l'\t 'it \)'~ ?:.':,," FLORIDA EXTRUDERS1~1~~'l=W\_L~~ . . SA.'lFORD FLORID,' TITLE'SER, 1000/1500 FLANGE SHEET 1 OF 2 H~RIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FO~ DESIGN PRESSGRE CAPACITIES :, !DRAWN 8'(: MSH ! APPROVED BY: ',JAB \, DATE: 1 iU 1/03 jSCALE' NTS lDwo.: 1 HMFLG ~~.....J CI)~~ cu.- 0 C1)UiJi ~ ~ ~ I f/) ~ Cl)CUCL j! ~~ CU'- i= ...eno:: OQ)W e"aU l. ~~ ~)Q'd) ~'Q:) ~ l!) C\J . LD C\J -rl (/) Z o (j) > w 0::: w ~ <: z z <: ..-l 0... SHEET NO. :Q ,= jdV ~<(CO U5 w o Cl Z o .....J ::> CO Cf) ~ o z - O'l o M C'J o CO ~ CX? ~ r- bU)t::! E <;j-o::O:: o XWO en <:(W:r: ~ I..!..~!; Ei38L00<:( C)i'--~QI..!.. 'C\OC'JC'J 0 c (") , .....J W co <;j-<:(r- >-.....JMo:: o I..!.. CO :)U <:( .., "r- (!) U;roi'--UCL:.., -6.~::>i=0'l MO ero::. LOQ.Ir-WO O'l<:(Cl.U)UZ SEOIO'l a 6 1 r r ,NSiALLA"lCN ;l,"CHC~ I U I ,)/lS' Dl'A, ,",PCON , 11 / seRe,", il.f\iCt<qR: C'y?) 11 rSRL. CUF> ----!~.L .J -r- -..- lU4'~IN. '0 '....' E:M'B€DM(NT ""- PRE:;AST Sl~ 8'f GTH~ I A~XI'IARY ~ I (feR ADDFICNAl p,,'(C(<'CR'S. ""HEN RE~j...1RED' I I I I r....- #6 :c; u2. SelF y TAPPI~G SMS 48 StLC lAPP1NG"/ "-< S"S crYP,) '- ill1llJ..J ~ VIEWED FROM EXTERIOR W;::2~'." .': I.~~~~ :':'\,~ . !~i o:i i:A I"" "''; ~ ,;; I iO 5 ~ :,'~' IV.. E ~ . ';/. ' I~~~~ ~;~, 0: 3: iJ ti:>.< lYPICAL M'JlLION TD CONCRETE@JAM6ID",,<^ I"L ~ (APPLIES 10 JAMB 'N1"1ERE ,. X 4~ 1 ~ & 2~ X 4" TUBE MUlliONS ARE USEO) 'J ~9Ng~~~~sCR HASDNRY ~ I \ I EXTt;:R~AL "',Ull ION J '\:., '" "'" EMBE::D~1EN T I , r WOO P.'\J./De:S!GNER I~ lOCO P \.....;DESLGNER SILL (T'fP) I SILL <TY?) 0.1 /'#B x 3/4 Sf'..F' ~I /' ~~Q x 3/4 SELF "1 1~PP1NG $1'-lS I ":AP?l.NG SMS I, il~lJL"'l ,'2'';. ""'Ilr --n-I! I'2K3/8 ~ TUllE HUlllON ':a----! iUg( ~UlllON L I SEALAN1 B(T,,~r~ ~ !," ... :.' "'INDO'" F'LANGd..:L- '--______ I . 'euICN I I II SC'L'NT 'F'-iCCN1 lia , 3/4 SELr 08 X 3/4 SEL, ~!~~~I~:"ANGES '-WOO 5.H. TAPPING SMS '-1000 SH. TAf'PIN(j SMS - [1000 PV/DES:IGNER HEAD (n?) \.4EAD <.iYPJ SrLL (Typ> \\~1:~~~~r ;t';.~~gN SECTION A-A (1) SECTION A-A (2) Ilo MULLICN r,"e X 3/4 StlF r- 1COO P,I..IJDE:SIGNER r laDe P '* J:)(S:IGN(~ / TAPPING SMS SILL (Typ,) SILL (TYP) 1 (2 X 4 X 3/8 ,rij8 :( 3/4 SELF" I Mn HI' II T'\".I!JE MULLIDN rlts x 3/4 SELF p' 0 SMS .11 II / ';APPING S~s 1 X 2 7/~6 x va II --APPIN, 1 X 2 71r6 x 3/8 '" .11 "II (~UllE HULLlON jNif_ 1111 ". II ("UEE "LILLIaN. !I .11 II III Jl SEALANT 3EN€:t~ I : .. ,- I \,.ilNIlC'w' FlANGE L ' r'- . ] ! '<ACANT "''<EE,' / . J · 'LtL1CN [I , L L J I ~l~er~l!~LANGES...L-. · I , I ~I~ JIIII IJIII "- *8 X 3/4 S(Lr "- #B X 3/4 StLr L lOCO S.H. 'I" APPINQ $1oi$ '--- lOCO S.H. TAPPING SHS HEAD (TYP,) HEAD <.TYPJ SCALAMT ''''-iCEN SECTiON A--A (J) SECTION A-A (4) \ ~:~BE~I~t."'NGES \ r 1000 P W IDES!GNER S(A1..ANT .B(T\.i((N SILL OYP) ",iNDO\(' rLANGES - /'~a x 3~ 4 SELr eo l-lIJlLlON \ I "Af1P!N'G SMS B (1 X 4 X tI \ r" III "II ME HeLLION \~ L. II I JI I II i\..- '\.. \lB X 3/4 SEt."' TAPPING SIoi$ 1000 S.H. HEAD (TyP.) SECTION A A (5) uf z o i= :;) ...J o en z <.-' Hi c oct o 52 o ...J LL. z o - U1 - > - C <t (J - ~ D ...J I.L. ..J ( r! I- Z W Z U 0 o IJJ CJ) -1 - ~ W o 5-14 LAST PLOT DATE October 11, 2004 .....J ~ 0:: r- 2: o U) C/) o .....JM [l)O wI'- c.:lC'J ZM <(.....J o::LL O~ U)n. LOO <;j-o.. 0)<:( w U ~~ M<;j- MO M(,,) C'JC'J 00 coco coco ~~ 00 <;j-<;j- Z Q <;j- o o C'J ri M '- Q .a o +-J t.) o LJ I- C3 o o IJJ w ~ ::J U1 o ~ ..... i:' o ..... i:' > I N ..J ID III III 0 I IJJ O'l W (l'] IJJ a:: M i:' a I I ..J (l'] U1 I.L. r- I- ~ co r.n 0. I WI..... ~ ~ .1- o 6 ~ V)~~ 0 Wf-(/)W:J O-.!:.(/)::::!<! a-I> ~ ::H:: :; (/) <!NWO::W "M \;;(0 0 -.!:.o::ooO ~OWwU < u..o I <l!t; 0:: f-w~ O:Jo::(/)ii:! ([!;;Woo:: I(/)t-.!:.:::> f-_<<!U w () 2 o ~ltz <:(r-Q zE5~ -U)> oz- WOO uu<:( ::>zo Ow 0:: Or-O [t:::ci wn::-J er~<:( wwn:: [l)J:r- r-r-aJ Or-u z::> >-00.. <:(:r:n:: ~t:::o z3:u :5ffi~ o..zo ~~:r: ~2~ I- o z l- I (!::' a::: >- 0... o U 0.. 0:: o U w 2 o :r: U) ::> M o o C'J @ WINDOW INSTALLATION INSTRUCTIONS (MILESTONE) MASONRY INSTALLATION W ~ l.L.<l:0::: '00:::0 W l.L.l.L. ~W"",f- O..:::Z ~-O:::J x~o:::o 0:::Jl.L.() O:::OZ() 0.. ""'w <I: O"..:::~f- <1:0<1:0 WO:::f-z O:::l.L.w <I: zo:::o oW<l:O W~(j)O f-~zz o 0<1: :::JW-w OO:::(j)"", <l:Z..::: ~(j)W<l:z ~z~[fo ~QOoi= 0(j)0:::f-() oZo~- l.L.W~()o: w~woo.. ~o~ffi<l: :::J::j-.0::::::J o <I: (j) 0 ~<l:: (j)O::.-J........ .-Jw.-JO .-J>~ZO::: <1:0::><1:0 ~~.-J ~il' en 1U ~ ~ c:=J 0 ~'<:) ~ ~ <( en ~~tl:Ci? I (/)0 ~ en ~ 15: ~ ,.\ C 63 ~ 'OJ) IT: g (Q'- - .-J II. ~ 5:: ffi ~ ""..,W 0::: .., "C () f- E ~ f--~ ~~~ W ~ S('I') ti or.' _/r;--,., co 0 l.L. ~ H- ~.Jl W r'-- 0 l.L. ~N ('I')<:t z('l') ('1')0 ~_~ ~.-J ('1')('1') o::l.L.NN o . 00 Q) uj~ ~~ Lf) 0 r-- r'-- <:t 0.. 0 0 (i-~ (J) <I: <:t <:t CAULK BETwEEN INSTALLATION ANCHOR INSTALLATlOI'~ ANCHOR -l_1/4d MAX SHI~ SPACE wOOD BUCK 8, 3/16# DIA, TAPPER #8 \.IOOD SCREw (TYP, I.-mERE 1 1/4' NIN, MASfY, OPENING (NOTE 17) TAPPERS ARE NOT I----....--EMBEDMENT BY OTHERS CONCRETE OR ONE BY v/OOD REQfD, - NOTE 22) I . ONE BY \.IOOD MASONRY OPENING 'I BUCK BY OTHERS I V6. - BUCK BY OTHERS (NOTE 11 8, 122:\ DOOR FLANGE -_ \SHIM AS /C\ r " LB~ 8.: wOOD BUCK REQ/D LID n ~ ~ --'> PERIi'1ETER ~t~~s.7 SLIDING GLASS ." \ CAULK BETwEEN CAULK BY 'V I 'Q 1 1/4' HIN t DOOR Fj~~~ \ <Q I.,/OOP BUCK 8, OTHERS ,~ UIBEDMENT, r 1/4' MAX ". \, II.' ------------ ~~AS y, OPENIi'IG v ~'r., i \ ~ BY OTHERS 1 t> .:-HIM SPACE \/1 : _____ SHIM AS REQiD, ::'s~ --=:: =::::-- 0--=0:: _~__ --- ~ U! 111~iL------, (SEE NOTE so ~~ug~8ERS Ir---J I ~ II ~ l \\~ lTrl\"'~ INSTALLATION ANCHOR U \ _ ~ rnw.!. U ] \ 3/16' DIA, TAPPER (~mTE t Lf II] II II tll'\'l!J ~ TEMPERED GLASS .. " <J ~-CAULK BET\.;EEN ~j I~ CTYP,) II ~ DOOR FLANGE INSTALLATION ANCHOR V~l' 8< \";OOD BUCK #8 SCREW' \.IOOD (TYP, ~ \. y/HERE TAPPERS ARE SLIDING GLASS PERIMETER ______."...~. <1"\ NOT REQ/D, - NOTE 22) L DOOR FRM1E I CAULK BY \\ CONCRETE OR HEAD OTHERS I' ~ - MASDNR~ 9PENING _............. SG.D. 'WIDTH _ BY OTHc.R.:::. ~ STUCCO BY OTHERS pi< TEMPERED srCTION B B GLASS (TYP) C - 1\ CONCRETE OR Llb.r--~ MASONRY OPENING 2X4, 2X6; DR 2X8 \,iOOD \ I . ~~ BY OTHERS BY OTHERS (NOTE 6) \ '\ / \ WSTALI_ATIm~ ANCHOR / iJ \ #8 "";OoD SCREw <TYP) l / CAULK BET\.,IEEN (NOTE 23) ~IDOk STRIP &: (ANCHORS SHOwN IN $AHE \ iJ. 'w'OoD BUCK PLANE FOR CLARITY ONLY X HOOk STRIP ANCHOR HOLES SPACED 2' APART ON I' ~L 1 1/8' MI. ~~"-. OPPOSITE FLANGES) I: EMBEDMENT "- (TYP) <J '\.~ SLIDING GLASS DOOR -" \I,j .6 ~ "- HOOK STRIP ,,\.1\ <J . . " /' ."" ' L,V 17) .~ T \~" .,y TEfv1PERED GLAS7 ~. II" t ~ "1'''''''::':- 31f MAX OYP,) n < =~ -l i~U6~BERS ~~ II _SLIDING GLASS DOOR ~ INTERLOCK HOOK STRIP DETAIL IMPORTANT INFORMATION & GENERAL NOTES lLJ () I- o Z lLJ (!) <t: I- o ~ lLJ 0:: <! ::> o (f) -- SECTION A-A f"1 I & CAULKING AT FASTENER HOLES REQUIRED <SEE NOTE 2) SLIDING GLASS DOOR FRAME----; SILL ::: '--"'I & 1/4' MAX SHiM SPACE] , il . '" t .. '!r I ~ LJ ~,LJ INSTALLATION ANCHOR \ #8 ''';OOD SCREw 1;/ IPLASTIC ANCHOR (Typ, IJHERE .Q TAPPERS ARE NOT REQ'D. \ Lfu SEE NOTE 22) ~ LlBERAlL Y APPL Y CAULKING UNDER SILL OR SET SILL IN BED OF CONCRETE (SEE t-lDTE 2), SHIM AS REQUIRED (SEE NOTE 1), o I I JJ! I ; I "--" I I I I G ii' .6 "" CAULKING &, REQUIRED (SEE '<OTE / / rnnir / - ~ ill!!:, " l41 ~ EMBEDMEr'J\O'T r 1-1/4' MIN, INSTALLATION ANCHOR 3J16K DIA. TAPPER (NOTE 17) CONCRETE DR __ MASONRY OPENING BY OTHERS SHEA THING - BY OTHERS SHIM AS REfQ/D (SEE NOTES> CAULK BETwEEN DOOR FLANGE 8. SHEA THING N I /X\I ...., I - ~" STUCCO OR SIDING BY OTHERS PERIMETER ~ CAULK BY OTHERS ?, I i ~ & CAULKING AT FASTENER HOLES REQUiRED (SEE NOTE 2), SLIDING GLASS DOOR FRAME l SILL & \ \ 1/4' MAX \ \ SHIl-1 SPACE] .!JL, ~- t .. ~ II b Hi i ]11.. IJ lIJh. I> .6 A IN~TALlATION ANCHOR liS \"iOOD SCR.Ew w /PLASTIC ANCHOR (TYP, wHERE TAPPERS ARE NOT REQ'D, ~ SEE NOTE 20) -- lIBERALLY APPLY CAULKING UNDER SILL OR SET SIll IN BED OF CONCRETE (SEE NOTE 2), SHIM AS REQUIRED (SEE NOTE 1), .. It DOOR HEIGHT w ~ ~ 00 0 f-.(j) ~ ~ ~ ~z oZ: W < l.O...t 'A (j) 0 0::: N l.O WI' . oi=o O.-;'1t Z O:::WZ~() "...w.... 0 w<() w~l.OlJ.. zf-IT:~ :r::r:~. i= _ (j) - Z f- f- ..l LiJ :J t:l IX S3 i3 0::: l.L. IJ. 0.. ....J zWo...-J 00'.0 WO(j):S(j)l.L.z~r5 (I) wZ(j)cnZOO .0 J::::)zwQ~i=ZO:: Z f- 0 ::s :r: (j) <I: 0::: ==:J c,:, 6:'i0..f-:>wfrotn Rl J: W (j) a::. .... t:;w~f-O:::o-..Jca'" C wgO:::3:0(Y')~~...:uj cow:::J ....:::).....c:c < W.....ll--~~Of-...t::c 0 I~Ua.. wUO::U ~ f-O~~2=Z~~i 0 OZf-O-~f-DO ....J f-~(j)()3:(j)(j) LL. (J) o ('I') ('\J z g Q ..: C9 ~ f- r'-- N <:t E ~~~ 8 o >(wo N V)<l:w:r: :g('l')l..l..~~ ..-I- as 0 Lf) ~ <I: : ~~~6J6 ~ C('I')-.L:::;!W .8 CO-..J"f....f- u (sl.L...-IO:::<I:..-IO .C9:::J()(!) e,rjcor'--t)D:..-! -6.~:::Jf=0) w ..-I 0 0::: 0::: . f- 11) a:r: f- w 0 <I: O"l <I: 0.. en () Z 0 These notes are provkled to ensure proper installation of Florida Extruders Milestone products and must be followed fully, GENERAL INSTA.LLATION INSTRUCTIONS I Al t I ! 1& ;# ;# I fTl B I B I I & A..-J & . EXTERIOR ELEVA TIm,) 2 PANEL DOOR SHOwN (SEE NOTES 8) 9 8.: 10) INSTALLATION ANCHOR #8 wOOD SCREW' (NOTE 21) I[=~ ~ r~"q 1-118' MIN,- ~ EMBEDMENT l f l ~6~~IN~R~~~S~ HEAD 1/2'.1 , EMBEDMENT i 1-114# MIN, ',-- TEMPERED GLASS CfYP,) CAULKING & REQUIRED _ (SEE NOTE 2). ?'" '!r I ll/~t I T\o/O BY 'WOOD BY OTHERS (NOTE 6) "Iv /i\- A 1/4' MAX, i \/ ! r SHIM SPPC( ~ if.-.- I i I ii .. i:J .1 ~ Co \0' _ INST ALLA TIm~ M,JCHOR 3/16' DIA, TAPPER (NOTE 15) CONCRETE DR -- MASONRY OPENING B'( OTHERS SECTION A-A DOOR HEIGHT t 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 lNTO WET CONCRETE. 2) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD & JAMBS. LIBERALLY APPLY SILICONIZED ACRYLIC CAULKING UNDER SILL OR SET SILL IN BED OF WET CONCRETE, CAULK BETWEEN BACK CORNER OF SILL RISER AND CONCRETE, CAULK ALL FASTENER HOLES PRlOR TO INSTALUNG FASTENER AND AROUND HEAD AFTER INSTALLATION. 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERlOR OF DOOR AND BET\^IEEN 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: ALU~"INUM ALLOY 6063. 6) TWO BY WOOD BUCK AND/OR FRAMING AT THE HooKSTRIP TO BE SECURELY FASTENED TO TRANSFER THE LOAD TO THE MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE PER FBC; SECTION 1707.4.42 AND THE ENGINEER OF RECORD'S DETAilS. 7) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOWN, THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 500 AND 2000 SERIES SllDING GlASS DOORS. 8) WHERE "X" REPRESENTS MOVING PANEL AND "0" REPRESENTS FIXED PANEL, APPROVED CONFIGURATIONS ARE AS LISTED ON THE ANCHOR INSTALLATION CHART. 0 0 Z \J) 0 w - r- rn - 0 - :J oQ' > rn t' - .... (J . l' 0 .... > I N . <t -l 0\ III (] ID 0 I - \J) en ~ w ['ll \J) 0 ~ [Y] l' ...J 0 I I.L. I ..J M U1 I.&. .... ...J r- ~ OJ ~ U1 D. I r! w ,... ~ ~ I- ~ Z . I- W Z (J 0 0 IJ) 0 z W c.:l Z C7i~~ 0 LWf-(/)W:J oz(/):::!<:( DO-I> z~t::$:(/) <:C\lWo:::~ c.:lM~OO zo:::ooO ~t2wwu ~O~~~ 0:J0:::(/)1l! 'fl~b:OO::: ~'fl<:~B C'-< ..., We-- o:~ ~o ::>2 5t:l ~Q .u "'>:J ~?t ~~ ,:~,,/,,(,.,l>;~IS;';';\':~t.~" ~I,. ;"';,t..' '.~ ..;to- %f r..j~a~J.!..' '. oJ;' ;e...,'~t,,,,.,.'rt~~l:r,; rj/ ' ..,~ ~i1"\ t, ,., \ I()"'" /, .'4,:' \ 4-:l: . ~ !l' :l ifl.' ,'~ ~,,,~.,.t,~~ .~.". 't'.."", "WNN;:'_~.~2~' r.p..,"( ',$ "".&%2 J . > ."..; J ~ ' ~1tW- f" ';t' <' 'f,. ,.',>', ,.~.~;. : ". '~"f ,~...,ar. 'i/l);f' : J t. ~~: w..vt,:~'1;. ~ ;,: kj,: .;fit. ,~"-~":,,,~,,,,""', .~"'~ '; '" i$.'tifY#~ %.://~ ~ '';''~,/,::,,~' ~:~::<~.,,\ ~~ [SEE SHEET 2 FOR CONTINUATION OF NOTES] REV DESCRIPTION DATE INI FLORIDA EXTRUDERS INTERNATIONAL, INC B REVISED NOTES 1, 2, 3, 6, 112/18/03 RJA ~ 2540 JEWETT LANE 11, 12, 13, 16,22, 23 & I ' CE.RTIFICATE OF AUTHORiZATION NO 9235 SANFORD. F'LORIDA ~tv~~g ~~~fEtND/OR I I TITLE: SLIDING GLASS DOOR 500; 1000 2x 2000 RE.:FERENCES AND/OR I MASONRY INSTALLATION \.;ITH f\iON-STRUCTURAL ~6~i~~T!f~Sio R;~gM6ERED BUCK A~lD TAPPERS REVISED REFERENCES TO DRAWN BY' BB APPROVED BY: RJA THt.'SE NOTES REVISED ' ~~:i'.~tt ~~~R~OXX I DATE: j? 118/03 I SCALE: NTS DWG #: FLEX0021 SHEET 1 OF 2 FRAME INSTALLATION -DOOR 'dIDTH ~-l: 1/4' MAX, SHIH SPACE ,__1-118 MIN, HiD BY wOOD BY ~) EMBEDMENT OTHERS (NOTE 6) ~ / SLIDING GLASS / DOOR FRAHE ~ \', .JAMB \ /JC= HID BY wOOD LNSTALLATlON ANCHOR \' \ \ BY OTHEoS; #8 wOOD SCREw OYP,) \ '-- n I~ (NOTE 6) (~IOTE 21> I ..r=r?' (ANCHORS SHO\JN IN SAME ~ ~ I PLANE FOR CLARITY ONLY, / I HOOK STRIP ANCHOR HOLES \ SPACED 2' APART ON ,..r- SHIM AS REQ'D. 17[: (SEE NOTES) SLIDING GLASS DDoR~ ., / \ I (TYP) HOOK STRIP ~ ~ 1 \ -L /~ INSTALLATION ANCHOR ~ '1 /1' \ .1,(~' "~" ~03/4' -- #8 \.;OOD SCREw .'" .., .> " \ (NOTE 21> I' , "'" ",""--... - \ CAULK BET\.JEEN TO'\PERE~D ~= L I DOOR FLANGE GLASS CTYP,) 1l~ \ 8. SHEA THING D SHEA THING . ~ BY OTHERS ~ SHEATHING ~ "--f~ig~~~c~LASS DOOR BY OTHERS HOD K S T RIP DE T A I L CAULK BET\./EEN HoOI< STRIP 8, 'NOOD BUCi< " ~'. =cd.C III ,I ~~ i TEMPERED u s NAX, ('\l(/) L!)Z ('\lO .,(/) > w n::: CTYP,) ;J GLASl I ~'(, PERIMETER CAULK BY OTHERS STUCCO OR SIDING BY OTHERS IMPORTANT INFORMATION & GENERAL NOTES These notes are provided to ensure proper installation of Florida Extruders Milestone produds and must be followed fully. lLJ ~ 0 0::: () >-l.L.Z zf-O - ~z- I- Z:W~ -en> 0 oZo ~o<l: Z :::)()o oz- oWO:: I- 0:::1-0 o..!:::U:: I wO:::.-J 0:::3:<1: (!) wwO::: CO:r:f- - I-I-~ Of-() 0:: z:::;) , >-00.. >- <t::r:o:: ~f-o 0... 3:() z ::so:::w 0 w~ o..zo () enz:r: -<l:(j) 2=~:::J SECTION B-B #f L AI I I i I 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 HUST BE PRESSURE TREATED WOOD OR PLASTIC AND MUST BE COMPLETELY ENCAPSULATED IN CAULKING OR SET INTO WET CONCRETE, . 2) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD & JAMBS. LIBERALLY APPLY SILICONIZED B ACRYLIC CAULKING UNDER SILL OR SET SILL IN BED OF WET CONCRETE. CAULK BETWEEN BACK CORNER OF SILL 1;", RISER AND CONCRETE. CAULK ALL FASTENER HOLES PRIOR TO INSTALLING FASTENER AND AROUND HEAD AFTER @ INSTALLATION. 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR AND BETWEEN HOOK STRIP & BUCK FOR POCKET DOORS, 4) JAMB AND SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER, 5) DOOR FRAME f>1ATERlAL: ALUMINUM ALLOY 6063. J.'\ 6) roo 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 me, SECTION 1707A.4.3 AND THE ENGINEER OF RECORD'S DETAILS, SHEET NO. 0.. 0::: o () W ~ o :r: (j) :::) ('I') o o ('\J @ GENERAL INSTAL1.AT10N INSTRUcl10NS U) -1 - <( I- W o #f , B I A-J & EXTERIOR ELEVATION 2 PANEL DOOR SHOWN (SEE NOTES 8, 9 8.: 10) w ~ c:t: Z Z c:t: ......J n.. ~ N .lO w.Jt"<- a:~ go ::>z f5b5 ~E5 .V "?:J ffi~ g5::; 0::. "- ,;;.j;'<'t:Ji:"/';:~>"";"'>' ~ "'. .~, . ;.. ~ ,;:- ,}. ~j;ifi$.Jt~' '. cr,;"" ~(F*~;t'l(,.. rl:Yn~', i".~:~lR ,~r. ~ - ~,- ;Ji; , ~-~ t ~ ;/' :~ ~i> ;,1 :ty~..., ".'" ~i' 1&, (, ~ '~/i '~' , $81' '.~ ~ : ? ... ' ,;.J"{& ~ __m.A" ,.-.H" ? ~ ~~, _ ~ , ~-t-~~~'r~~ \ t ~t(, , ~Zf~'> {oJ \,. #~;~>>~"" . '~; ,;.v;. " " '. " [SEE SHEET 2 FOR CONTINUATION OF NOTES] FLORIDA E,xrrRU' DERS INTERNATIONAL, INC. 1 f 2540 JEWETT LANE CERTIFiCATE OF AUTHOR'ZATION NO. 9235 SAN FO RD , FLO RIDA TITLE: SLIDING GLASS DOOR 500, 1000 8< 2000 FRAME INSTAl_LATION \v'ITH #8 SCREv';S REV DESCRIPTION DATE INI B 8-15 REYlSED NOTES 1,2.3,6, 11, 1;:>/18/0"'I.RJA 20, 25 & JD N.O ADDED - '" A,~ D / OR REVISED R€LA TED I REFEReNCES ANO/OR I ILLJJSTRAT10NS. ADDED NOTE I 20 AND RELATED ILLUSTRA110NS.. RENUMBERED NOTES 6 TO l 0 '" ,,1 TO 2 9 MD REVISED REfERENCES TO Te! ESE NOTES, Rt:VlstD TAPPERS fOR 90XX 3-PANEL DOORS. LAST PLOT DATE October 11, 2004 APPROVED BY: RJI; NTS IDWG .#: FLEXOD27 SHT 1 OF 2 '~ y .~ " 'i ..0- '" '" DRAWN BY: BB PATE: 12/18/03 ~ ~; " /'.~ '~, ,. ~'\~"{>:h..~",;; ~ ,,..'~:~~,,~~<.':....:" ". ISCALE: SGD INSTALLATION INSTRUCTIONS (MILESTONE) --.----- -.----.---.. -_..,--.-..--~._--' --.----- MfAMI1JJ~ - I .rRlI1.0L"'G CODE COl\l1'LL-\J'KE OFFiCE (BceO) ,PRODUCT CONTROL DIVISION ~lIA.MI~DADE COUNTY, FLORiDA METRO-DADE FLAGLER B1.JltDING 140 WEST FLAGLER STREB r, SUITE 1603 MTA\1f, FLORIDA 33130-1563 (305) 37$-2901 FAX (~05) 37$-290& .NOnCE OF ACCEPTAJ"CE(NOA) , CertatUTeed Corporation 1400 l'niou Meeting Road Blue BeU, PA 19422 SCOPE: This NOA is bc1l1g Issued under the applicable rules and regulations governing the use of constructIOn matenals, l11C doeumeutatl<.,1tl submitted has been reviewed by Miami-Dade County Product Control D1\is10n and accepted by the Board of Rules and Appeals (BORA) to be used in MiamI Dade County and other areas where al1Qwed by the Authonty Having Jurisdiction (AID). This ~OA shall not be vatid attcr the exptration date stated belQw. The Miami-Dade County Produd Contro! Dl'v1sion (In Mlailll Dade County) and/or the AlIJ (111 &reas other than Mli'lmi Dade County) reserve the right ta have this product or tnaterial tested for quality assurance purposes, if this product or material falls to PCrfOffil in the accepted manner, the manul1Kturer wIll incur the expense of such testing and the AllJ may hnmediately revoke, modify, or suspend the use of such proouet or matenal \'Iithin their junsdiction. BORA reserves the right to revoke this acceptance, if It IS detelmmed by Miami-Dade County Product Control DiVIsion that thIS product or material falls to meet the requirements of the apphcable bUllding code. This product IS approved as descnbed herein, and has been designed to comply '7tith the High VelQClty Humcane Zone of the Hmda BUllding Cooe. DESCRIPTION: Landmark 30 (and-AR) (and WideTrack QB), J",andmark 40 (and-AR) (and \VideTraek QB) and Landmark 51} (and-AR) (and WideTra("k QB) LABELL"'IG: Each \Jrtlt shall bear a permanent label wlth the manufacturer's name or logo, Clty, state and fol1ovving statemCt~t: ~MiaI11l-Dade County Product Control Approved", unless othen'lise noted l1erein RK1~E\VAL o1't1ns NOA ~han be considered after a renewal appllcation has been filed and there has been no chan~m the aQPll<;~bJ~ J;ul1~iil')gS.9de n;;gaJi.:-::~y_~tr~_SliD;g the performance of this proouct. _~_ ,_ __ _ __ TEIUIL.'lA110N ofth1s NOA w111 occur after the e"piration dace or ifthele has been a levision or change in the materials, use, and/or manufacture of the prODuct or process. Misuse of this NOA as an endorsemen.t of any product, for sales, advertising or any other pllrpOSes shan automatlcally tenl1inate this NOA, Fallme to comply \\ Ill-) any seCTIon oft11i$ NOA shall be cause for tl;'ffi1inatlon a.'1d removal of NO A. ADVERTISEMENT: The NOI\ numlx'1' preceded by the words Miami.Dade County, Florida, and foHowed by thc expIration date may be displayed m advertising hte-lature. If a.T'.lY porTIon ofihe NQA is dlsplayed, \.hen It shall be done in its entirety. INSPEC110X: A copy of this enbre NOA shaH be proVlded to the user by tbe manufacturer or its distnbutors and shall be a' ailable for in:speetlOn at the job sIte at the request of the Budding Offi':Ial, TIllS NOA conSiSts of pages 1 through 4. The submitted document.ation was lc.iewed by Fr-ank Zuloaga. RRC 8::, ,. . . ~ . ~OA No.: 02-1219.03 Expiration Date: 02128/01 Approval Date: 03/27,'03 Page 1 of 4 6. LABELlNG 6,1 Sbngles shall be labeled \\'ith the Miami-Dade I ago or the \\ordmg "Miami.Dade County Product Control Appro'ed". 7, Btnl.mNG PERMIT REQlllREl\1ENTS 7.1 Application for bUIlding pen1llt shall be accompanied by copies of the follov, ing: 7.1.1 This NotIce of Acceptance. 7,1.2 /my other documents requIred by the B,nlding Of:lkial or the appl1cable code in ,mler to prop<:..--rly evaluate the installation of this sysk'm, DETAIL A CERT AI NTEED LANDMARK 30, 40. 50 All dimBflsloils shown are in inches -55/81 --161/4 ..- , I 27 112 ---,- r15~1 U lstarter Full S~:!'\g!e I _ __ -1I!!!!!.1!!!!l. Eav-es g ..~ <:::> 01"_ .. :::~:--.; :II' -" l'iOA No.: 02-1219,03 Elpiration DatI.': 02128/07 .\pproul Date: 03/27/03 Page 3 of 4 ROOFL.~G ASSE.:\lBL Y f\'pPROVAL Roofll1g 07310 Asphalt Shmg1es DImenSIonal Wood Cateuory: Sub-CatE's,Ory: Materials De4:k T, pe: 1. SCOPE This reY'i~",s Ceru.tnTecd Landmark 30 and AR (and Wide frack QB), Certall1Teed Landmark 40 aud AR (and WideTrack QB), CertainTecd Landmark 50 and AR (and \\'ideTrack QB) Shi.ngles as manufactured by Cettail1Tt'~d Corporation descnbed in SectlOn 2 of this NotIce of Acceptance, 2, PRODUCT DESCRIPTION Prod ill Dimensi{.>us ff1! Specificatl 0 n~ Product DcsCl iption Celta-mteN Landmark 30 and 13W' x 38 %" AR(and Wide [rack QB) Certain teed LandmMk4\) and BY." x 38 Yo" AR (and WldeTrack QB) Certamteed Landmark SO and 13W' x 380/,." AR (and WIdeTrack QB) Accessory Shmgles vanous A heavy weIght~ 247lb/sq, dImensional asphalt shmgle. A heav)' '7teIght, 2641b/sq, dImenSIOnal asphalt shulg1e. A heavy \\ eight, 2961b/sq, dimemnonaJ asphalt shmgle. Accessory shing:es for hip, ridge and ,;tcuter striP "pphcat1ons, PA 110 FA 110 PA 110 propn eta.ry 3. EVlDKNCE SUBMITTED: Test Agenc); fest IdentHier Date 04/02/01 01/12/01 11 /12/02 fest NameJReport Undt'Tv..uters Lahoratorie~, Inc. PRl Asphalt l'eduwloi;,>1es, Inc< R684 PC rC-OI-02-01 CTC-006-02-O 1 U'L 790 PA 100 Vndcnvnters Laboratories, Inc. 94NK9632 Wind uplift resistance PA 107 ,_ 021\TK42448 __ 11130100 U,'08/02 ___ 4, Ll.\l.lTArIONS 4.1 FIre daSslfication IS not pa.'1 of this acceptance, refer to Matenals Directory for tire ratings of this product. Shall not be mstalled on roof mean heights m excess of 33 ft. a cuncnt Approved Roofing ,5, 4.2 h'iSTALLA nON 5.1 Shingks shall be installed 111 compliance \-..ith R()ofing Appiicatlon Standard RAS 115, 5.2 Flashing shall be in aCCOl dal~Ce WIth Roofing Apphcation Standard RAS 115 5.3 Tbe mallufactill er shaH provide deal-Iy wnrt<:..l1 appl1cation mstnJctlons. 5.4 Exposure b.nd course layc,ut shall be lU complicu1ce wlih Detall'N, attached. 5,S Nading shall be m compltance with Ddal1'B', attached. ~o.\ No.: 02-1219.03 Expiratioll Date: OZ12s,(l1 Approval Date: 0:3121,03 Pllge 2 of 4 DETAILB 1- .- -- .-. i .. 12" I -1 I -j--- 143:4" -r-- 12" .----!I'"i ~L--_l LL --r , I 13 114" I , I I --~ -- -, 38 :'/4" ----, - - - 1-- r- -' - ~----.r.- 1 1 6 1'8 5 518" I Exposure L ' LANDMARK 30, 40. 50 (AND AR) 38314" -- -- --.----------i _7.L~!.):";'~}:oF?.//LLLLLL/.z- ~-//-1 Na1im~ j;);fc3 fOf "'low ilPQ $tatldafdH $topu tu"cm:! S ~2: to:;:1 12) Nai !:>elWell' VPl"'t & 10\,.... '''''' r",eo.. 12" ~---,...!-.. - ..--- 14 3/4" - -j-- 12" - , ~........{ '-oC- 1". 1" ~--, ~~~~NG Ff 5:-F~ r" ,< D'" L_L_EXPL~l__..__1 _ _ LANDMAHK 30,40, 5Q {AND AR) - WIDETRACK as (low and Standa<d Slop~) ...._ 13 1/4" r-f I , 7112" 6" t I I l '.... . 383/4" r ~ :;:(7;; -' ~~. - - -- -'T77 )-r;- ~~'i..L~:,Z/7/,( /7 L~e;.~ :r.:~//.::ZX;:(2'::_, ~----~- --1 ~~a !.n~ a(<< fQf "st:oop"" SW,pc$ f~~r~ata~ fun 21. 12:) N~~ ~~eM bottQ:l.T' 2 '~J} III es. .... - --12" - ... -- --. 143/4" ---"," ...L..::- 'J..:....___._..~~\.- _ ~,~ n~n u_1 LP,ND~{.ARK 30, 40, 50 (AND AR). WIDETRACK QB {Steep Slope) om OF nus .\CCEPTA1'<CE NOA No.: 02-1219.03 E:rpiratioD Date: 021281f.l7 Approyal Date: 03/27/03 Pag" 4 r.f 4 '4 " :-, l' t ,\ '\ d i \: (~ ' t t~ }'lo I 1 < \ 1 ~'\ R '\ >~ \ \ LAMINATED SHINGLES UH:~t"~ CI~Ekh:K\ LANDMARK SfRIfS WOOMCAPE' milS ~).f ;{~( ":ll~~~)!{'!iS lANDM.lRK milS, ,IRt~Alf' AND AR.<HllKt so ,,- 140 l\"f) Uffi.Qt (--II "1fJ rdLR.:'f5S; ,,~ 0~( ~;J,)t CHI< ~m"Ol) f::R MPR!C iJlh'!~'IOi>! HIl> t4f:%P~Vi,\RR lL )MiNClE$ ,,~...... ( \ R 1 ( '" ~ ) I, '\,,) I \ ( 'k ~ \f I" ~ t ,,~ ,I'ly ,U<.~~\\~'l{1- ~~~, rd~\. ~~.: ~tnl/E) ,~~...... ... ~,~... --- -\ ,,,-- ,~~ '\. t.._~\. __~~~--_.. 'n>10'!f ~ ;'<'''H ~'~,r~j~ ,>~'lJ: 'I l" ~~1$ ~ ~ ::'): -' ~:::--=-~r::: ~( ~~--_._,>"",,_::.-~-=~, ~/ :\ - , c '--s. .---'\ /{' J~Y~:'::--'-'-" \._ I.;; ), \,"\,\ \ ~- ---,--- ...- V /\\'~-' \ _ l/ \ \ \ .:-..-~--~\ ',;..~ h}r\~jtrK ,x..~, f~5WMG "~,,*,'Io" T~~ ~(JfI<:l" ~"" R~ilm~ >'(,frV r ,~.' '" ,.~, ." d rm.t")'~";! 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Ml:lkl( tJ{1A!NSIOU$ I' I lANDIM~K It ~IMfNSlvN.S III 3\l) nm(KVI 'lIt eN 1(l'r~ , w)'ht'~ .A.."S... 01H (lH', DWi HPlIO.l:O~ ll\tlliOl; FOR ~m ~ 'C 1lIM!lHI()~ U ~ ." ( 3!' ('} un lAi>!OM~&K H (;3 ,", 10') $riliUm "~~.,..- ~. ~; ",;f<: ___ ___~ _ ~-=~ _~ .~ _'s~ /'"\ -' ~ ~;';J (;']\ -'" -- --=-- -_\.. "') .....:.--:-""""'---:s.....-....c ~ '0. /:0-'....- \ , ,;t, \..~---\ .'0---- '7 ~ .' I ~'\\--------\~ . ~'/ \\ ..~~ -~\ ~ ,,'" (I)f ''{"HI( l<S 1<1 , \.\,,:-;~l..'p ~R\~-"-Gr 1 l" ' ~f.{) >:1'>1\:~I!l s.l,l:-C,,' ~~ll: ~ :':,1~~l ~ "~~,, O!H (U~)HH(l{ AHU(AnOfif ~~nl{0lJ 10R ENGlISH !'\IM~~Slo!l S!<IU&l€S "''WIP l1..J l? :r: ~ ~ I-.(/) 3= c.D l?Zw <c.D~ (/)~Qo O:::Nc.D . 01-0 o~~ ffiz<u W~~~ w~S:2l? :r::r:~. zl-~z 1-1--l1JJ (3(/)u- o:::LL.u"o.. O:::wO 00.. ZwWCl..-I IJJZ O(/)S(/)LL.Zo..lJJ wz(/)coZOO .0 I::JZwQ:::Ji=ZO:: I-o<:r I(/) <:r0::::::;) LL.Z-lI-:>WOoCQ o<o...:r:W(/)Cl..o::~ t:iW~t::O::o~CQ-l wl?0:::3=(Y)Zo::: 'IJJ coo::) o<::)ctct WI->-OOI--lJ: ~~O~C'Jwu~~ 1-0~~~i3~(.):a: ~~0J8~(/j0JDD . () z (I) z o i= :J ....I o (I) z ~ IJ) LU C ~ C IX o ....I l.l. ,s.,~, ~ '; ~ L ~~ '>\';, Is. ~t",.t [( -l,l r'R". IiX >.] ~'\~,,,,,, ""'~~ nOMlH'f flA)fdHi '~~- r'i!'N~~I$ il ~~tt.:l:ik$~ ;~~. rnlft (~~(''f,w<,,~ J'I H.l 111 ,'&.~""- 0ME ~QZiHntR MHW,)D fin Hicm', (:l~U!lSlO~ $~IM1tm "'~- >;'",);, " '\" ~ ,l..1l', tt~(~R'" \~~\;" rlOORS " t=~t:lJN~_ !~~T ~l.:L.A !ION """''''''''''..._~ '4,~''loS'''''AA'<.: ~'X~'V.) ""~ ~ tJ>' C.;~~""'"~~ FfGURS 2. WA~..l".I!::4~!:! it ~~~ """'~!1P ....'<I<,.:!!'t...)lIl:~~~ FLA8HING_ )N?>TA4LA TION ,,-o~t.- fl'\~~~~M.:S"A::~ ~ ...'!~"'~~~........,W)..!tf'~~~'~t; ''lo1tll<o ~ce<: ....Ai~I'YS &~>>I".s Ct(.'O:>~"'~ Fl.ASHll<G OHAlt AT CRICKET,K!iEI':WAL!'J~T.ERSE~J.1O.!I ~;;. ;:~';;;;tlt'~- - - - -- _. (~'C-~~ ,,:,$(~,./, /"'~;::l$::l tI.'~...A'< (j) Z C"JO '(j) In- .> ('\JW ~o::: ~, w ~ < z Z < ....J Cl.. ..~~B~._C~_DS' .. SHEET NO. ./ ~iJ( c:::::JO <((Y) 0) o (Y) (".J Z o 0 00 I- ...: 00 < I- 6(/)t:::! ~ <to:::O::: is xwO ~ <w~ ..Q LL.~::J co8LDl?<:r (".JZLL. a.J~"wo \).Q"C'J-I c(Y)<t<w t:-I " 0::: I- oLL. 00::) (J " 'ro~I--(0 (/)~OU~~ "Cl.<t~:X . LD 8.:r: I- w 0 CJ')<o...(/)UZ o o \D w f- ::l Ul Z 0 o > - ..J Ul OJ - > w - ll:: o 0 <t I 0. U1 I ~ <t w I- ~ z o o \D w () I- o Z l- I o a:: >- 0... o U 5-16 LAST PLOT DATE January 19, 2005 .....J < 0::: I- ~ o (/) (/) o ....J('I') COo wf'... l?(".J z(Y) <.....J 0:::LL. o . < .~ (/)0.. LDO <to... 0)< w U U::x LL.< OLL. ('I')<t 010 ('I')(Y) (".J(".J 06 coco C90? f'...f'... 00 <t<t LD o o (".J CJ') " C ro ::; c ro -, l1..J I- < o o .q t' t' N U1 I ID \D I:' I f'1 .... .... I ID o \D M M .J LL ~ a. ~ ~ I- .... 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(TW,) ~) iN ~~.4$ONRY CONS'iRl)GTI<l'4, .\TTO'Ia:t M'JUJON 10 S\J!SS1'AATr. 1'4'lH VI'" - Ol,o\, OOtlCl?t1l!: S(;!i;f:W MeliOR OF S!,,<f'I'ICICHT l\1+. TO ii~f€vt l-f/"- Ml~j, CMOOtrMOI'T iNTo C~En; Ch~ MASONIW. :I) Ibf WOO!) fRAME C<)"\f.H'~1!ON, ATTACH !ilVWJ<4'1 10 SV<lSTRA1t i.>SlNG- II'" S<;RtWS Of SUfr'lClENT 1..11-(. 'YO ".CHlt"" hJ Iii' MiN. EliSU'r,,'i.'NT INTO wQ9i) f'RAAlNO. 4) MI.Jl.UQ.'l /l,TTACl-iMl:.."lT IN Sl!.C11~ "Hi! IS lY?, AT He:,~O &: SJl,1.. ~~ ~$1i\l.J.ATION. Cf M\,UiC<l<l 1>.3 SHOV,W Oli \'fjl$ srtU21 COi,lPW 'Mil~ Tl-lt 2001 f'l..OIllt'iA tlUJ\.OI&~ c<.:oc \\l'lH!rm2~t Rfi\Ilti~SlOI-i~$, Ml~.,lLUCN ~!3l~!'i PR~Re- '1'0 sP IIN &I flO-lCRS A.~ Ot.Sl~ 'i\) OF :l:SM ?$I". $lM.liY Of' O'lH(R::; 1\) NeE ON A Sf'l:'ClflC $ SECTION A~" A ---,~--- rc [~ B. h B-l EXTERIOR ElEVA TIQ~ -~--, /~\ /~A~ /7 v l/ /1\ ~c 1,lJ' Gt:NERAL ALUMINUM CORP. . CARROt-t roN, TEXAS n'iji flM'i>E vtaTlCAI. 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