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HomeMy WebLinkAboutBIN B-2 PERMIT 4424 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 II\CHES. EXCEPTION: PAINT OR DECORATIVE CEMENTATIOUS FII\ISH LESS THAN 5/8" THICK ADHERED DIRECTLY TO THE FOU,'\JDATION WALL.(FBC 1403.1.6) 5. INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETE.(FBC 1816.1.1) 6, SOIL DiSTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED AND FORMED.(FBC 1816.1.2) 7. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC" SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOiL AFTER THE INITIAL TREATMENT.(FBC 1816.1.3) 8, MINIMUM 6 MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTIO;\/. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT IS REQUIRED.(FBC 1816.1.4) 9. CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXTERIOR SOIL TREATMENT.(FBC 1816.1.5) 10. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1'-0" OF THE STRUCTURE SIDEWALLS,(FBC 1816.1.6) 11. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING LAI\DSCAPING AND IRRIGATION. ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER is APPLIED, SHALL BE RETREATED.(FBC 1816,1,6) 12. ALL BUILDII\GS ARE REQUIRED TO HAVE PRE-CONSTRUCTION TREATMENT,(FBC 1816.1.7) 13. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A L1CE;\/SED PEST CO;\iTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED, THE CERTIFICATE OF COMPLIANCE SHALL STATE: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES."(FBC 1816.1.7) 14, AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN 1'-0" OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES, TUB TRAY BOXES, FORMS, SHORING OR OTHER CELLULOSE CONTAINING MATERIAL, (FBC 2303.1.3) .~ 15, NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC., SHALL BE BURIED WITHIN 15'-0": OF ANY BUILDII\G 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. Comp, C.T. D Dec. Ded. Dbl, Die. Disp. Dist. D.S. D.V. D,W, Ea. E.W. Elec. Elev. Ext. Exp. ABBREVIA TIONS Anchor Bolt Above Air-Conditioner Adjustable Above Finished Floor Air Handler Unit Alternate Base Cabinet Blfold Door Book Shelf Beam Bottom Bypass door Bearing Circle Ceiling Column A/C Compressor Ceramic Tile Dryer Decorative Dedicated Outlet Double Diameter Disposal Distance Drawer Stack Dryer Vent Dishwasher Each Each Way Electrical Elevation Exterior Expansion F.B.C. Fin. Fir. F.G, Fir. Fdn, Fir. Sys. F,PI. Ft. Ftg. FX Galv. G.C. G.F.1. G.T. Hdr. Hgt. HB I nt. K/Wal1 K.S. Laun. Lav. L.F. L.T. Mas. Max M,C, Mfgr. Micro, Min M.L, Mir. Mono ~U.S. Florida Bldg. Code Finished Floor Fixed Glass Floor Foundation Floor System Fireplace Foot I 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 Monol ith ic 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 SD, S.F. Sh, SHT S.L, S.P.F. Sq, S.Y.P. Temp, Thik'n. T.O.B. T.O.,\!!. T.O.P. Trans. Typ. UCL U .N.O. VB Vert, V.L. VTR W WI 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 Thicken Top of Block Top of Masonry Top of Plate Transom Window Typical Under Cabinet Lighting Unless Noted Otherwise Vanity Base Vertical Versalam Vent through Roof Washer With Water Closet Wedge Anchor Wood Water Proof STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA FOUNDATIONS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS FOR ALL HOLES OVER 1" IN DIA, FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. CODES: FLORIDA BUILDING CODE, 2001 EDITION WITH 2003 REVISIONS BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-02) SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS (ACI 301-02) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI 530-02) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 2001 EDITION APA PLYWOOD DESIGN SPECIFICATION SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR) FOUNDATION INSPECTIONS A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS, CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI, A SLUMP OF 6" PLUS OR MII\US 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0,63 2. ALL REINFORCI;\iG 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. W\NF 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 11/2" TO FORM REINFORCING STEEL ALL REINFORCING STEEL SHALL BE NEW DEFORMED BARS FREE FROM RUST, SCALE & OIL & SHALL MEET ASTM A-615 REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE- CAST CONCRETE PADS, TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS- REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE THE FOLLOWING MINIMUM, UNLESS OTHERWISE INDICATED ON THE DRAWINGS: FTGS, WALLS, COLUMNS, BEAMS, SLABS: 36 DIA. OR 2'-0" MIN" WHICHEVER IS MORE, FILLED CELL REINFORCING: 40 DIA. OR 2'-0" MIN., WHICHEVER IS MORE. TEMPERATURE REINFORCING: 20 DIA. OR 1'-0" MIN., WHICHEVER IS MORE. WELDED WIRE MESH: 8" LAP WOOD FRAMING INSPECTION LIVE lOADS: ROOF RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICATED BALCONIES ST AI RS LIGHT PARTITIONS (DEAD LOAD), U.N.O. WIND LOADS BASED ON FBC, SECTION 1606.2. WIND VELOCITY: 123 M.P.H., USE FACTOR: 1.0 20 PSF (REDUCIBLE) 40 PSF 40 PSF 40 PSF 20 PSF 10 PSF ATTIC L.L. ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH-INS MUST BE COMPLETE, INSPECTED AND APPROVED BEFORE REQUESTING FRAMING INSPECTION. PREFABRICATED WOOD TRUSSES 1, ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. 2. PREFABRICATE WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS-GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPOR- TIONED ( WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. 5. TRUSS ELEVATIOI'<S AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FOLLOWING DESIGN LOADS: 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION, 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AI\D DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. WIND LOADS: (F.B.C.) CONCRETE STRENGTH @ 28 DAYS ALL CONCRETE UNLESS OTHERWiSE INDICATED PEA GRAVEL CONCRETE FOR MASONRY CELLS ONLY (DO NOT USE FOR CONCRETE COLUMNS OR TIE BEAMS) 3000 PSI 3000 PSI REINFORCING: WELDED WIRE FABRIC SHALL CONFORM TO ALL REINFORCING BARS ALL STIRRUPS AND TIES ASTM A185 ASTM A615-40 40,000 PSI ASTM A615-40 40,000 PSI CONCRETE MASONRY UNITS: ASTM C90-99b, STANDARD WEIGHT UNITS, fm=1500 PSI MORTAR TYPE "S" 1800 PSI CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED DURING CONSTRUCTION ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI, U.N.O SHOP AND FIELD WELDS: E70XX ELECTRODES ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 BEAMS, RAFTERS, JOIST, PLATES, ETC. U.N.O. 1\0.2 SOUTHERN YELLOW PINE (19% M,C.) ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR, or OSB FLOOR SHEATHING: T&G AC 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: WOOD FRAMING: WOOD ROOF TRUSSES: BOTTOM CHORD DEAD LOAD: 10 PSF 40 PSF 10 PSF BOTTOM CHORD ATTIC LIVE LOAD: SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN FOR NEW WIND UPLIFT AS PER SPECIFIED CODES, DEDUCTING A MAXIMUM OF 5 P.S.F. DEAD LOAD, BUT NOT EXCEEDING ACTUAL DEAD lOAD. DESIGN LOADS: DEAD LOAD: LIVE LOAD: TOTAL: .',,-,.; MASONRY WALL CONST. 1, HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI ( f'm = 1500 PSI) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270. 3, COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI SLUMP 8" TO 11". 4. VERTICAL REIi\FORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 BAR DIAMETERS. REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL TYPICAL UNLESS OTHEI~WISE NOTED. 6, REINFORCING STEEL SHALL BE LAPPED A MINIMUM OF 40 BAR DIAMETERS, UI\LESS OTHERWISE NOTED ON THE DRAWINGS 7. GROUT STOPS SHALL BE PROVIDED BELOW BOI\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: CL~PS, 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 00 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 P_~ESSURE COEFFICIENT = +/- 0.55 (PARTIALLY'- ENCLOSED BLOG) WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION. 2, ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS, ( I.E, BLOCKING OR GABLE END BRACING) SHALL BE EITHER SOUTHERN PINE, OR S.P.F. NUMBER 2 GRADE SHALL BE USED REGARDLESS OF SPECIES. DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) WINDOWS AND DOORS 123 MPH + 38 PSF I - 40 PSF GARAGE DOORS (V = 123 MPH) SINGLE 9x7 +37.0 PSF / -40.0 PSF DOUBLE 16x7 +37.0 PSF I 41,0 PSF SEE FLOOR PLAN FOR ACTUAL PRESSURES ALL WORK SHALL COMPLY WITH ALL PREVAILING CODES, FLORIDA BUILDI~G CODE, NATIONAL ELECTRIC CODE AND CITY OF ZEPHYRHlLLS ORDINANCES ENGINEERED PLANS ON FILE REVIEWED HA~O 9 2005 ~i5wr WALDEN GRANDE 2003 STEM WALL GENERAL NOTES: THE FOLLOWING TECHINCAL CODES SHALL APPLY: 2001 FLORIDA BUILDING CODE, WITH 2003 REVISIONS PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70-02 NATIONAL ELECTRICAL CODES 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WALL MOUNT WATER CLOSET VOLUME 3.5 GALLONS 3. WATER - FLOW RATE. PUBLIC FACILITIES 0.5 G.P.M. PRIVATE FACILITIES 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. 4. ALL WATER LINE PLUMBING TO BE PVPC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2001 FBC. D PORCHES AND BALCONIES SECTION 1014 D HANDRAILS - SECTION 1007.5 D GUARDRAILS - SECTION 1015, 1019.9 D STAIRS - SECTION 1007 D CHIMNEY & FIREPLACE SECTION 2804-2806 (MFGR) SECTION 2113-2114 (MAS) D EGRESS WINDOWS SECTION 1005.4 5. ALL OPENINGS SHALL COMPLY WITH 2001 FBC WIND LOADS AS STATED BELOW, ATTACHMENTS OF WiNDOWS, DOORS, SLlDIr\G GLASS DOORS AI\D O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6, ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE I';OTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7, ALL WINDOWS WITHiN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION 2405.2) SHT NO: 1 2 2A 3 4 5 6 S-1 S-2 S-3 S-4 S-5 S-6 S-7 S-8 S-9 S-10 S-11 5-12 S-13 5-14 S-15 5-16 S-17 S-18 INDEX OF DRAWINGS TITLE COVER SHEET FLOOR PLAN DIMENSION PLAN FOUNDATION PLAN ELECTRICAL PLAN/ INT. ELEV. ELEVATIONS TRUSS LAYOUT MASONRY DETAILS LINTEL PLAN AND DETAILS DETAILS DETAILS DETAILS DETAILS STRUC. NOTES & HANGER INFORMATION DETAILS DETAILS ROOFING DETAILS DETAILS DETAILS PRODUCT APPROVAL WINDOW DETAILS WINDOW DETAILS DETAILS DETAILS DETAILS NOTICE TO BUILDER IT IS THE INTENT OF THIS DESIGNER THAT THESE PLANS ARE ACCURATE AND ARE CLEAR ENOUGH FOR THE LICENSED PROFESS- ONAL TO CONSTRUCT THIS PROJECT, IN THE EVENT THAT SOMETHING is UNCLEAR OR NEEDS CLARIFICATION..STOP..AND CALL THE DESIGNER LISTED IN THIS TITLE PAGE. IT IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL THAT IS CONSTRUCTING THIS PROJECT TO FULLY REVIEW THESE DOCUMENTS BEFORE CONSTRUCTION BEGINS AND ANY AND ALL CORRECTIONS, IF NEEDED, TO BE MADE BEFORE ANY WORK IS DONE, W Ll...~0::: '00:::0 W Ll...Ll... ~W~I- ~905 lJJ X~O:::O U O::lLl...u I- O:::OZ:U CL"",w~ O CL~~I- ~O~O Z wO:::I-z: O:::Ll...w lJJ ~z:o:::o ,~ 0 W ~ 0 '-' W~(/)o <:r: I-;:;Z:Z: I- 0 o~ ::lW-w o oo:::(/)"'" ~ z: ~ . o ~(/)W~Z: LL c..?z:~8:Q ~0001- lJJ t;CliO:::I-C) 0:: 06jQ~:J <:r: Ll... o:::UCL W~WOCL => o:::ol-aS~ a ~-l~ -l ,,, ::J-l .o:::-l VI o(/) ~ (/) 0 ~~ O:::-l" -lw-lo -l>~Z:0::: ~O>~O U) Q,)Q)-l U)~~ Q,)._ 0 Q,)(J(/) ~ ~ ~ I U) 0 U)~g: Q,)C6] - '0.0 IT: (0-- - ..U)~ OQ)w e""U w c..? 00 0 I ~ C'II Z 1-. (/) 3: CD c..?Z:w ~CD~ (/)~Qo O:::C'IICD (/) 0::01-0 O~'**' Z WZ:~U w~t8Li 0 w;::~c..? II,**,. i= z: (/) - z: I- I- ...I LIJ ::J (3 0::: f:rl 0 0:::'0Ll... 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N ASS - THRU PLANT SHELF SOFFI SOFFIT D r- - - 11Hl'1 - - - - ., 111111 I UIlI 1 I UU 1 :- "" "" :~III I lulll I 11111 1 I IIII1 1 IUIII 1 I ulIl I 111111 I 111111 I 111111 I IIIDI I 111111 r :::. ~ !.Jl.K.L.:.-..:r -=- ~ ~ REFRIGERATOR @ KITCi-fEN VIEWS NOTE: VAULTED CEILING IN KITCHEN TILE TO 16" o I 00 @MA6TER BATHROOM INTERIOR ELEVATIONS REFER TO FLOOR PLAN & FIELD MESUREMENTS FOR DIMENSIONS. SCALE: 3/8" =1'.0" - o I 00 PLANT SHELF SOFFIT PASS-THRU @ 42" A.F.F. \ MIRROR MC @ DjW w .... U) uu o Z ---I ---I ::J co N UU W/C TUB @ BATH 2 '1 00 LD 40'.0" 5'.8" 10'.8" 15'.0" 8'.8" PATIO ~f- W a:l o (/)a:l 0_ ~t I a:l -II I I ! 1]1: :::lllli II III 1III III ~. 12'0';S /i~r3\ ==. ~ ~ \8!1 = BEDROOM -2 FAMIL 1 ROOM = ~ 11'4" x 10'.6" 15'0" x 20'.8" ~ ~ 8' CLG. CARPET i.- - - _CARP~T_ - - - - - - - r- _ G.T._ - - - - - - - - - -- @S8_5B/E 6'.4" ~ ~/ ~ . 5'.8" I \ 15' 8" VAULTED CLG. : ~ r ~- 10'-0" CLG - rl ~ _A'" - \ 5~lJ I-- ........l.lJ - ~ 2868 LL--. "-...-/ - - = ~ R/SH EGRESS 25 SH 8'.0" X 3'.0" 6068 SGD EGRESS 35 SH I II I I IIII II :: II II II II II s> """ """ 1/1-- / ~ / I-- / I-- / ~ / I-- MA6TER 6UIT~~ E 11'.8" x 16'.2" /~.s ~ VAULTED CLG. /~'v ~ CARPET / ~ I-- I- - - - - - --.?- - - - -I-- - - - P // ~~f18B\ // 1--1-- \S--55) 12 '4 " "-...-/ -(~ '\ l' ~I " Iw """ I Z 5'.10" 916>" ......J ". S If- IS I~ EGRESS -- - f- - I-- I-- I-- I-- I-- I-- I-- - I-- I-- I-- I-- I-- I-- (8\ ~ II.-- '1 o N R/SH """ ~ LD N <.D """ (8\ ~ '---T1 2868 .,". \ 1A.1 ~ - '1 .;t .;t r;9, 1:9.. I I-- DBL TOP PLATE AT I I-- 12" BAR TOP ON DINING ~ 2X4 WALL 10'-2" x 11'.6" ~ I '-~ ~ @ 39 1/2" AFF\ 10'.0" CLG. ,''' <.D I-- \ 21'.11112" CARPET I / I:::~ 5'.81f2" ~ COL FRAMING FOR ~~ y\'OFEN PASS THRU I "7"- 00 l~ ~ SOFFIT ABOVE CNTR. I ~ I-- 4'-4" r-51f2" 4'.61h" 6'-5" 15'-2112" .. N 3' 2" ~'61~" ~ (/) I l I \...-/ \ I ,~~,' ~~ Eli. ~~ ~ ~OYE~ ........ -/-\- ---'-- Cr-E,~~'T : ~ ~ ~ I ~ I-- __TUB/SHOWER ~. VAULTCLfl. ~ TILE TO 7' AFF VINYL ~ ~. 2668, ~ ~ ~8'~~== I-- r-1r--- BA T~ 2 I I SOFFIT~ -:-r B ~ OH CAB ~ I I> fJ 8' CLG. ~ 011 LINE 1';, U_~_ (), ". \ = . I 3'-5" VINYL,,, E ~ ~ ~II~ ~ (;7l~ ~~~-i~O ~ KITC~EN~ SOFFIT ~ :' WIC ~ ~I~ ~ == ~ U) 'I 5 -5 Co 0, Li.r 11 \ ~ ==~llt ~ 10'.0" CLG. '-'" L1NE--(L: 175 I 8' CLG. N <.D B~ ~ Tt-~ ~ 1--1-- ~ ~ ~ "U - ~' .\S-7) ...... 110 VINYL '0~ ~'~rr -II ;:?:, VINYL ~ 8'C{3- 9 ~QM . <.DI 10 0 _ u.J_~ C '.." Q... Ii LJ-. LD 8'.. l Q ~ 3'..2" ~ ~ ~' c3'l- 8'-10" ~ 0 '3'.7"1: I 4'-10112"-- ----- '1 ,~IN\ 0 == 2X6 WALl: I I~ l ( 6 :i :1 DRYER VENT THRU '1\ I' R/SH 5 ..8/; - ~ he 0 Q ~ M~: A T~;C: t?2t \ ci:' I (3O\<OOF MAX lGm ~:~ :..REF ': ; H ~ 11\ ,fL ~~LASS ~~V ~ ~ ~3':5"-~ BI'?~VYR E' , J\ ~~~~'\ ~;jP~~i~X~~ _~:~6:~Hl!C~_8~'~ 7~ ~oTIoo 3~ O:::w I-- ~~'28.W~V~31" " I rl VINYL 1.3. ..' ILL.... L~ j f- ~ ~ 2'.}Q" SIM. W/ 3/8" <.D l-- :... / ~ = Z 0 ~ PLATFORM - < LAUN '" /, 109 '\- Q g I-- FOR HVAC L NIT 0 " V ~3 THICK 00 . t \J= roC50.09 - ~ a:l ~ VERIFY SIZE WITH _I - S 4 TEMPERED G)!ASS t8 8' CLG. A 1'5zy0 t9 ) = g'-. I-- 5'.11' MFGR 2'-11" <;t .. 9'6" / A.. f\.. "t 5'-51h"VINYL ~[..2'..8":JcD N 5'8112"/ - ......J~ ~ it u ~ .I "?RR8 _flr=-' 2868 :: r-- I-- - - - 9.T EL~VATIQN~~LL - - b ~~'{9 -'-V ~; /F- BEDROOM -4 / ~ r'.1P74"" - r 3~ - IP =- ~ - 5 SH -' t-- I-~+- - - SHiA.RWALL~ - - W H\ tl ~~ ~ ~ 114"<10'6" r5U\ " - ~ 18 Jv II,' ,)~~ l S-5) ~I--. """ 8' CLG. 5E.1 _ -- _ _ _ _ _ -- _ ~ _ _ _ _ ~ _ ~.Ji.! ELE~ATION_"-IV _ ~ _ _ _ ~-~ 1"-...-/ ......... CARPET 12'..41,4" ~ ~ 7'-7314" ~:'" 5'-10" II \ 14'.2" = ~ 1'-- COV. = "V18B\ \( 6 \J ~ f18B\ E ~S~6 - ~3 ENTRY == ~ ,------~----, == ~ ~ ~ ( ~ \ . I - I ATTIC ACCESS I 20'.0" - ~ EGRESS ~ __~. -- I LOCATE IN FIELD I - f-- 1111, I:: II] I I II ..PRE9ASJ_~~,{___ === = : 22" X 36" MIN : = ~ = ,---------------, = / \ f8\ = 2 CAR GARAGE = / \::.J =_ = \ BLOCK TO 24" 8' CLG.A.F.F - LFRAME ABOVE = 1/2" DRYWALL ON FRAME WALLS = - '1 R-11INSULATION IN FRAME WALLS - = 0 1/2" CEILING BOARD ON CEILING = = N PAINT ALL _ - SEE SPECIFICATION SHEET FOR - = CEILlI\G TEXTURE TYPE = -- ~------- ---------------------------------------~ -- -. I I - ~-:--- ~---------------:-~~ = ~ t18B'\ : = I "'" t18B\ - I I r-- - : \ S-5) : f-- \ S-5 ) - I "-..-/ I -. ~ "-...-/ = : : = HOSE =: @ (5\ :;= BIBB - 1/ I r-- ==: S-8 ~'" : t= - ~ "'. I r-- nTl- - - -. - - - - - - - - L- - o ~ o """ BEDROOM 11'-4" x 10'.6" 8' CLG. CARPET -3 12'.0" :' '1 <.D I" o,J 00 ~ 35 SH (24\ ~ 4'..0" 6'.4" BUTT JOINT ON 2 X 4 WALL WI HEADER @ 6'..8" BOT. OF GLASS 24" OFF FLOOR (2\(1\ \3/~ 2'.0" q .;t """ '1 C"? """ 12'-4" 7'.8" -I II" t 2'-0' J 16'.0" 20'.0" l2'.0" " 16X7 OVERHEAD 20'.0" 40'.0" FLOOR PLAN SCALE: 1/4" =1'.0" '1 o C"? s> 00 N ~ Co LD WALL LEGEND FRAMED WALL 2 x 4 U.N,O. I: lL J _ f " f , I'.: JlL t _ Lt= I: r a:t L JI<":fJ:ttf I BEARING WALL INTERIOR SHEAR WALL MASONRY WALL/ SHEAR WALL Z ~ o o CL W f- (/) W o <t: Cl:: <l: o o f- MASONRY SHEAR WALL INS. WI FURRING FLOOR L1VI NG GARAGE ENTRY TOTAL UNDER ROOF 5' 1'-- 0? ATC NOTES NOTE: GIRDER TRUSS CHANGES LOCATION PER ELEVATION. PLEASE VERIFY THE LOCATION WITH THE CORRECT ELEVATION. NOTE: SEE SHEET 5-14 & 5-15 FOR WINDOW MANUFACTURE NOTE: SEE SHEET 3 FOR FRAMING DIMENSIONS CONNECTOR TAKEOFF WALDEN GRANDE 2003 QUANTITY 115 25 2 2 1 5 60 60 5 5 10 10 10 5 15 USP ID HTA 16 RT16 LUGT2 L TS20B HTT 22 RT7 SPT22 SPT4 RT3 SPT4 SUH24 HTT16 LSTA30 MP34 LSTA12 SIMPSON ID HETA 16 H10 LGT2 L TT20B HTT 22 H2.5 SP1 SP2 H3 SP4 U24 HTT16 LSTA30 A34 LSTA12 w U I- o Z w ~ <r: I- o f2 w 0:: <r: :J 0' (/) w ~ ll..<l:Cl:: '00:::0 W ll..ll.. ~i!5~~ ~-0:J X~Cl::O O:Jll..u O:::OzU CL""w<t: CL",,~,- <l:O<l:Q wCl::f-z O:::ll..w <l:ZCl::O ow<l:O W~(/)o f-~ZZ o o<l: :Jw-w oo:::(/)"" <l: Z "" . ~(/)w~z 0Z~ll..Q ~Qoo~ o(/)Cl::f-u o~g~:J ll..""O:::UQ... W""WOCL -f-......J<l: o:::oZa:l <l:......J_ :J :J......J _ Cl:: ..... O<l:(/)o:;:: (/)O:::......J"-> ......Jw::;Jo>- ......J>:;::ZCl:: <l:0><l:0 tJ) Q)a,)......J U)1U~ Q).- Q Q)(.)(/) ~ ~ ~ I tJ) 0 U)cuif Q)C6] - 'OJ) u: ca.- - a..tJ)ti: Oa,)w e"CU ~IY ~ C=::J 0 ~<(CO (/) w o o Z o ......J :J a:l w 0 0 I ~ ~ Z f-. 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SEE UPLIFT CONNECTOR SCHEDULE FOR EQUIVALENT USP CONNECTORS AND STRAPS. 2. SEE FLOOR FRAMING PLAN FOR FLOOR HANGERS. 3. SEE TRUSS MANUFACTURER FOR ALL TRUSS TO TRUSS CONNECTIONS. *DISCLAIMER THE QUANTITY OF CONNECTORS IS SHOWN FOR CONTRACTORS CONVENIENCE. IT IS STILL THE CONTRACTORS RESPONSIBILITY TO VERIFY THE CORRECT SIZES AND QUANTITIES. AREA TABULATION 1554 433 89 2076 ('\J(/) 'Z ~O ('\J- ~(/) > W 0:: Il) o "- ...-1 U"- f-C"? <l:CL 000 LD"- .;t<l: ...-10 '~ i8~ w--.J O--.J Z<( <(3: a::~ <DW zJ- w(f) wO(V) ~ --.J 0 ~<( 0 z3: N :S Q.. SHEET NO. 2 OF 25 LAST PLOT DATE March 01, 2005 LD o o N o o \D w I- - 0 ~ ~ Z o - Ul - > - o ~ a. I ~ r- .... t' ci .... t' > I N ..J 0' Ln [[] 0 I \D 0' W ['I'] \D ~ ['I'] t' o I I ..J ['I'] Ul I..&.. .... I- <t to Ul a. I W .... ~ ~ r- z o o \D o Z W Z ~(/l" 0 (/lI- Wf-(/lW::J OZ(/l==<t O-I> ~~t:~(/l <tNWet:~ ""~OO ~et:ooo ~ew::Ju ~o~L5~ o::Jet:(/l~ ~~~oet: ~~<t~a w ~ 0::: U >-l1.. 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LU f-l.LJ.....If-O::o.....lCO"""l 0 (j)~<t:- <t:..J l.LJ00::3:('I')Zo:: 'UJ _ CO l.LJ::) 0 <t: ::) c( c( ..... l.LJ.....IG~~Of-..J:x: 0 I3: 0.. l.LJuo::o 0:: f-O::)~IZ::)c(;;:; - 0::: f-~O::oc=: 0 o Z f- 0 :;; - f-DD -' f-~(j)U::>(j)(j) L&. "f o (Y) q I'- ('l') "f co L1) "f co L1) DIMEN610N FLOOR PLAN SCALE: 1/4" =1'-0" O'l o ('I') """ o Z 00 Q 00 f- ....: r-:.. c:( jJm:~ 3 COo",,"z 0 (j)~.-Il.LJ~ .c '01)" """ .....I u C('I')..t<t:W ro ~.....I.-IO::~ ~ OLL.oo::)u..-I . co' r-:.. f- - c.D (j).c.::oU~.-I l.LJ Q.<;j-::)f-O'l .-I 0 0:: 0:: . '::; I1)Q.If-WO 2) O'l<t:o..(j)UZ o o IJ) W f- - 0 ~ ~ Z o - U1 - > o ~ D. ~ ~ ... .... l' ci .... l' > I l\1 ..J []'I 111 W 0 I IJ) []'I W [Y] IJ) 0:: [Y] l' o I I ..J [Y] U1 L. .... f- <1: OJ U1 Q. I W .... ~ ~ i ... o o IJ) a Z W "VJZ V;:r:~ a Wf-VJW:J aZVJ=,<t aO-:r:> z:2'!:::$:VJ <t",wo::~ "M~OO ~O::OoO $:~W':::J~ C2o~~z o:Jo::VJ~ ~;;~oo:: ~~~~i3 "'t 00 l1') "'t '<;j" '<;j" 0::: W zo 0--1 i=::J <(0) u........ g~ itS( 0:::<( wLl.. >0 C? '<;j" ..-1 '<;j" m ..-1 , .----- '<;j" (0 "'t N '.-- r-!"---- - - - -'~ ~~ ~,----...-, - ~II "'b /' ,'I ,,, .-\ ,'"....-i - -j ,'I I \~ I .. '"1 II I,' "t 'Y " J ~ _ _ _-: -" _ ~ J L. _ _ _ _ _ _ ..II CX? 00 ...., 00, "'t M ..-1 C? r- ~ l1') "'t (0 ~ '<;j" o ~ M "'t M C? r- 5'-8" 10'-8" 40'-0" " l f3\ \2Y 8'-0' 15'-0" o " CONC. SLAB 5 ~ NITH 8" THKN UJ 5'-2" 4'-0" 3'-0" ~~ co ~ DGE 14'-4" I ,_______________________________ _____{_~~___ _ _____~~~~_~~~~_~0 ___~ _____________________ I : 11///)/(/// ::1/ ~/IV//oj( ~J - - IA//':I //iV//'k'// : / :--------------W~DOW-OP~G--- ---:--(:------ -------i-i/i x-s 1/2-' REC-ES-S------------------- : / : f1\ ',' @SGD fi5"1 i~i \2Y ill 9 \2Y : / : ,: r- :/ : :----- :/ ~ I ~ : ~ \h ---~~ :/ ~~ :/ :/ : j< I :/ I ,/ :/ :~ ~7 :/ :/ i{ I !" I :/ :/ :/ I , ~I 0...' 0' I ~' o o ~ ~ 1 15'-8" 2'.6" X 2'-6" X 1'-0" WI (3) #5 E.W. BOT. ~ S-l (i\ \2Y 12'-2" 4'-7112" 2'-8" 3'-2" 6'0" 24" HIGH BU Cpt BASE ON 36" X 18" X 2" DEEP PAD WI (3) B \RS E.w. BOTTO~ 10'-4" 2'-0" 6'-2" 6'-2" 12'-4" 20'-0" NOTE: THICKENED FOOTING REINFORCING TO BE CONTINUOUS THRU PAD FOOTING TYP. U.N.O. "'t M ..-1 f2\ ~ 7'-8" C? r- 4'-6" " 1 16'-4" 8'-8" L.______ ___________________________________ ___________ ______..1 2'-0" 40'-0" 16'-0" 20'-0" 2'-0" FOUNDATION PLAN SCALE:1/4"=l'-0" 1-STORY STEMWALL SCHEDULE STEMWALL HEIGHT (h) FOOTING DIMENSION d b LAT. NUMBER/SIZE OF BARS 0'-0"-4'-0" 10" 127.2# 16" W/ (3) #5 BARS 4'-8" - 6'-0" W/ (3) #5 BARS 210# 10" 20" 6'-8" - 8'-0" W/ (3) #5 BARS 374# 12" 24" MAXIMUM F.C. SPACING (O.C.) IN STEM WALL 6'-8" L1J () I- o Z L1J ~ <( I- o o LL L1J 0:: <( ::> 0' if) w ~ l..L<(0::: '00::0 w l..Ll..L ~W"",f- O"",z ~-o::J ><~o::o O::Jl..LU O:::OZU o.."",w<( o.."",~,- <(0<(0 wO::f-z O:::l..Lw <(zo:::o ow<(o W~(/)o f-~ZZ o 0<( ::Jw-w Oo::(/)~ (/) <t: Z . W(/)w<t:z c;Jz~EtQ ;::Qoo~ o(/)O:::f-u 0~03:::J l..L"",i2Uo.. W""'wOo.. 0::: of-CiS <t: <t:..Jz ..J :::l ..J -_ 0::: ..J o(/) <( (/) 0 <t:~ O:::..J........ w..JO j>~zo::: <t:0:><t:0 4'-0" 2'-0" NOTE: 1. VERTICAL REINFORCING IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE. REBAR NUMBER/SIZE BLOCK WALL (1) #5 CONT, TIED TO EACH VERT. F.F. , REINF. BAR " ~. V . ~" ~ " " !!;;;i -.;;. '.':'." "'t o M z ~ o o 0.. W I- (j) W ~ <( 0::: <( c.;:J o f- SCALE: N.T.S. " ,,' "d" FILL i;pCOVER )'~t:'); ~~~ ~~~NEFDULE STEM WALL FTG. 1-STORY * NOTE: NOTE: REFER TO DETAil 34jS-l FOR TYP. STEP FlG. 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. "'t 00 l1') tJ) CUQ,)..J tJ).....<( cu.~ 6 CUUu; ~ ~ ~ I tJ) ~ tJ)cuo.. cueS] - '0.0 Ci: ns'- - a..tJ)5:: oQ,)w e'au w c;J 0 I ~ ~ Z f-, (/) ~ (D c;Jzw <t:(D..-t (/)~go O:::('IlCD vi' . of-O O..-t:tl: Z ffiz()u w~~Li 0 l,LJ ;:: Ci: c;J I I:tl: . j:: ~(/)-z f-f-...ILIJ :J c;J 0::: &3 0 0::: l..L LL c.. ...J zWo..--I 00.. 0 l.LJO(/)S(/)l..Lz~t5 (I) wZ(/)CQZOO C Z I :::l Z W 9 ::J f= z~ ~ _,re f-O:SI(/)~O:::==:J ..... ~~o..~~(/)~~~ ~ tnw~~o:::O~c:J: c w~O:::3:('Y)Zo:::",:LIJ _ COW::J O<t:::J.....CC ...... W..Jf-~~Of-...I:r: C I3:Uo.. wu~o 0:: I-O~~~~~~:E ~ 2~tn8~u;tnDD Li ~Ir ~c=JO ~<(CO (/) w o c;J z o ..J ::J co ..J <t: 0:: f- ~ o (/) (/) w o u CiS8tE~ W r- 0 l..L c;J N M '<;j" ZM MO <t: --I M ('Y) 0::: l..L ~~ o <t:' 0 0 .~COCO (/) D- co co l!) 0 r-:. r-:. '<;j" D- 00 m <t: '<;j" <;t m o ('Y) N Z o 0 co ..: CX? ~ f- I'- N EO(/) l!) '<;j" 0::: 0 ~ ~ ti:J ~ ~ l..L _ _ .., -('Y)IJ)c;J 0 COONZ ~~c:jw~ -5 C('Y),..Jw Co ~..J:;~I- ~ ol..LCO::J<t:.., "f-uc.o u;~bug;.., w c.'<;j":::ll-m ...., 0 0::: 0::: . ~ l1') C.If-WO 0 m<t:o..(/)uz NOTE: CONTRACTOR IS RESPONSIBLE FOR BRACING OF NOTE: MAXIMUM HT OF STEM WALL STEMWALL DURING UNEVEN BACKFILL CONDITION @ 8'.0" 9 00 N (- - - - - -- - -- - - - - - -2~'-:;; - -- I " ..... I I I I I I I I I I I I ----------------------------- ~ 3" VTR J~ SINKS TUB r W/C ~ LAV ~~" D/W 1-1/2' 3" VTR ~ LAV LAV W/C 1-1/2~' 2" 3" TO SAN. SEWER I I I I I I I I I I I I I -----------------------------~ PLUMBING NTS. RISER ~------------------------ f'... m(f) O.-J O.-J I C'J- LOI ~$ ~W ~- LO> ~~ >-W 0::0:: OU I-f'... Zm WI- >0 ~~ N(/) .z ~o N- ~(/) > W 0:: l!) o ........ .., u........ f-('Y) <t:o.. coo l!)........ '<;j"<( ..,0 '~ 2~ w-..J o-..J z<X: <(~ O:::~ ~w zl- wU) wO(Y) ~ -..J 0 ~<( 0 z~C\I <( .....J 0... SHEET NO. 3 OF 25 LAST PLOT DATE March 01, 2005 FOUNDATION o o \JJ w r- - 0 ~ ~ Z o - U1 - > - o <t D. I <t I- r- I:' ci r- I:' > I N ..J D' Ul OJ 0 I \JJ D' W ['I'] \JJ [l ['I'] I:' o I I ..J ['I'] U1 lL. r- r- ~ CO U1 II I W r- ~ ~ .1- Z o o \JJ o Z W o Z V;~~ 0 WI-VJw::J OZVJ:::!<t O-::c> ~~!=~VJ <tNWa:~ tC)"":;;:OO ~a:OOO ~OWwU <tlJ... --'I- a:o~~z o::Ja:U)~ ~;;:~oa: ~~<t~13 L1J ~ 0::: () >-l..Lz Zf-O <(z- I- zw~ -(/)> O oz 0 t30<( :::lUO Z oZo:: oWo I- 0:: f- ..J 0..~l..L :r: ~~~ Wl.LJO::: ~ co I f- I-f-~ Ol-U 0::: Z:::l . >-00.. >- <t:IO::: ~~O Q.. ~U ::io:::w O ...Jw ~ o..zo ,... (/)ZI '-J - <t: (/) ~~::J 0.. 0::: o U l.LJ ~ o I (/) ::J ('Y) o o N @ (/) Q,)Q).....I cn1U~ Q,).- Q Q,)UU) ~ ~ ~ I (/)0 cn~g: Q,)C@ - '0.0 u:: co.- - ...(/)~ OQ)W e"CU *il' ~ c:::::::J 0 ~<(cn U) W o l? Z o .....I :::) CI:l W ll..~o:: '00::0 W ll..ll.. ~W"",I- ~9oS W x~o::o U o:::)ll..u o::ozU I- Cl.."",w< a Cl..""~1- <0<0 Z WO::I-z O::ll..w W <zo::O 'I""l 0 W < 0 \"..I w~U)o - I-<zz 1-......... 01-0< a :::)W-w OO::U)"", <z"" aLL ~U)w<z: l?z~EEo W ;::Qoof= o U)O:: I-() n:: or5Q~:J <:t: ll.."",o::UCl.. w""WOCl.. ::::> o::ol-~< 0' < z"-'.....I :::).....1-0::.....1 (f) g~u'iO~< ..,,0::.....1,- .....I w.....I 0 .....I>~ZD:: <0:><0 .....I <i: 0:: I- ~ o U) U) W o U .....1("1') u::>< CI:lo I.J...< wl'-OI.J... l? N ("1') ~ z("1') ("1')0 <.....I ("1')("1') D::I.J...NN o . ' , . ~ gg U) Cl.. co co iJ) 0 r.:.. r.:.. ~ Cl.. 00 O)<~~ NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) ~ ~ ~ 0 I-.U) ~ ~ z C!lZw <~.-l U)~Qo O::C'\I~ en . 01-0 O.-l'lt: Z ffiz()u w~~Li 0 ~;::u:l? II'lt:. j:: ~U)-z I-I-...lLlJ ;:) l?o::frlo o::I.J...Uoc.. ..J ZWn.......I 00.. 0 wOU)sU)l.J...z~~ CI) wZU)CI:lZOO Q I:::)zwQ::Jf=za:. Z I- 0 ::5 I U) < 0:: ==:J e" ~zCl..I->WOoc:l c;; < IWU)Cl..a:.' UJ I-W.....II-O::o.....lc:l~ C U)l?<- <...l WOO::3:MZO:: 'LlJ ..., CI:lw:::) 0<:::)0:(0:( ..... W.....IG~~OI-...lJ: C I 3: n.. W U a:. (.) ii: 1-0~~2=~~~:E 0 o z I- 0 '> - 1-00 ..J I-~U)U:>U)U) lL. / / / / / / X /// / 'sf'. / I C = 1;k~ ::: ) / / ~N 1 / ~~WIRE / ~ // OP. 1 -----{/ I : /\ I I : I \ I J I I / I 0) o ("1') N o Z co 0 ..: O? ~ I- bU)~ E ~o::o:: o ><wO rJ) <wI rJ) I.J...zl- 0"" -:::) ..-1 Ci5o~~< 0 ~~ ~ ~ ~ e ~.....I:;~I- ~ Ol.J...co:::)<"'" . cO r.:.. I- S:2 <.D U)~oU~..-1 W Q.~:::)I-O) ..-10 o::o::.~ iJ)Q.II-WOO 0)< Cl..U)Uz __t--_ --- 44" AFF 39" AFF 36" AFF 12" AFF 42" AFF 2" AFF KITCHEN BATHROOM LAUNDRY ROOM EXTERIOR WATERPROOF GARAGE GENERAL PURPOSE RANGE I ill I C = 1; ~.:er: ::: )- - / * FAN III PREWIRE ~ I I 0 PT .1 ~ ~ ~ L _ ~ IOPT.1 ..-1 ~ 00 /'" iJ) o o N /' ......1 OPT .1 rj"l I IVI I - .'er: - ) : r - - - - - - - -- - ;;FAN - - - - ~ I ) I PREWIRE ~ /1 U IOPT.1 / / / I \ I \ I \ \ 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3, ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE, SECTION 905.2 6. PROVIDE AFCls (ARC FAULT INTERRUPTERS) IN ALL DWELLING UNIT BEDROOMS PER NEC, SECTION 210-12 o o ID W I- - 0 :J U1 '\j' " Z r- L' o ci .... I:' - > I l\1 U1 ..J ID 111 - III 0 I > ID ID OW[l1ID r! [l1 I:' <( 0 I D.. I ..J [l1 I ~ u. .... <(UJ~qJ ~ W I r- ~ ~ .~ Z o o ID ITV I L _ ~ I I I I 51-71h" I I I I I I I I IOPT.1 16'-4" n I I V - - - -f := *<er: ::: ) ~ FAN II I PREWIRE ,IOPT.I , ~~, / ' G ELECTRICAL LEGEND $ $2 $3 $4 $DM DIMMER SWITCH ~ SMOKE DETECTOR ~ FLOOD LIGHT 1___________1 FLUORESCENT LIGHTING nun un, TRACK LIGHTING UNDER COUNTER SINGLE POLE SWITCH DOUBLE POLE SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH ~ "" (j) w ~ I U -9- :D: ij o G) GROUND FAULT INTERRUPT G) WP WATER PROOF WI GROUND FAULT dID 220 VOLT OUTLET ~ SPECIAL SERVICES OUTLET I TV I T.V. CABLE OUTLET ...... (@ @ ~ ~ BATH FAN WI LIGHT CEILING FIXTURE CEILING FAN SCOUNCE ( WALL MOUNTED) FIXTU RE I I I I I I ~_ II y-,\" w UO-<(- -0 g:u u>- ::J ro I w 0 \ u' _0' ~w 0<(0:: LL 110 VOLT DUPLEX OUTLET (j) I~ DOOR BELL CHIMES u @- DOOR BELL DISP DISPOSAL 0 LCJ DISCONNECT SWITCH ~ PREWIRE SPEAKER 0] JUNCTION BOX CD THERMOSTAT 0 LOW VOLTAGE LIGHTING Q] INTERCOM SYSTEM CP.BJ GARAGE DOOR PUSH BUTTON --- j 110 VOLT SPLIT SWITCHED OUTLET 4'-8" I \ o z W S2 (/:d~ (/):r:- 0 WI-(/)W:::i OZ(/):::!<t oo-:r:> z~t:s:(/) <tC'lWcr::C:; ~..-I:;;:Oo ~cr::OOO s:OwwU <tLL --'I- cr::02=l'5z O:::icr::(/)~ "2~f==Ocr:: 2="2~~a , W 20 W O--.J 2 f= S 2 < ro 0 u........u g 3: ~ u 0 it........ 0::0<( WLL >0 Ci TELEPHONE CABLE OUTLET , 1/ ) ~~ ---- III / C = 1;t~~) ~ FAN t PREWIRE i IOPT.1 I I e;- M RECESSED LIGHTING \ \ ~ WATER PROOF RECESSED LIGHTING BATH FAN ELECTRICAL22 1 , PANEL FIELD I, W.H.,' LOCATED 'I IOPT.j GFI WP IOPT.1 I I r - ITV L _ iJ) NU) 0 '- ..-1 .z U'- ~o I-M <n.. N -- coo -rlU) iJ)'- > ~< ..-10 W '~ 0:: ~~ I'- W......J 0) ~ (j) O......J W 0 0 Z<( 0:: --I U >-I.J...Z Zl-O 0 <($ <z- ....J I- ZW~ I -U)> C\J - o::~ a OZo t30< :c Z :::)Uo L.() <Dw oZ- OW 0:: o::~g I $ zJ- I- n..-ll.. I'- I wD::.....I wCl) 0::3:< WWO:: ~ W CJ CI:lII- wO(Y) 1-1-r5 ~ - Ol-U ~ ......J 0 n:: z:::) . > >-0Cl.. L.() ~<( 0 >- <I 0:: I- ~!:::O Z$C\J 0.. Z3:U ~ (j) ::5O::W a W~ ::J Cl..zO W 0.. U U)ZI >- -<U) 2=~:::) 0::: 0::: SHEET NO. Cl.. () 4 0:: 0 0 U W l- I'- ~ 0 OF I Z 0) 25 (j) :::) M W 0 I- 0 > LAST PLOT DATE N @ 0 March 01, 2005 Z - --I ELECTRICAL PLAN I I ~------<rdt- \---~ I ~ I I I ATTIC ELECn~ C I I I I ~ _I~ _REQ'D BY DE I - -- - - - --~ -- -. I 1 I J ~' I ! ~ / FOR GARAGE I DOOR OPENER ,------f---------- - ~ - - - - - - - ~6Jit~-=------------------~ : /' --------:--- I I I I I I : / : I I @4~" , : I A,F.~./ I I I ):1 i I I I I I ~----------------------------------------------------- ( 2.VTR ~ 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 3" VTR SINKS 0::0 WW f-f- wo<( ~g .--.J Uo W--.J --.Jw w_ LL c::=:J c:::::J o 3" VTR 2" VTR L 11/2" RIGID NIPPLE WITH 2 #1 AND 1 #3 CU THW CONDUCTOR LAV LAV WIC i-i/f' TUB 3" #4 CU GHOUNDIN~ PER NEC 1999 EDITION MAINTAIN ATTIC ELECT 36" FROM BATH ROOM HOSE BIBB BY POWER COMPANY ~CTRICAL RISER DIAGRAM V NTS ----------------------------------------- SERVICE SIZE = 150 AMPS TO SAN. SEWER --- PLUMBING RISER NTS. ---- ---- IOPT.] - ------------- IOPT.1 ELECTRICAL PLAN ~-----------------------------------------------------~ SCALE: 1/4" =1'-0" ~ U o -l en lJ.. o D- O f- f- ~~- I o <t w I :J: o o 3: OPENING PRESSURES INT. CD +35.8/-38.1 @ +34.2/-36.5 @ +32.9/-35.2 @ SEE COVER END @ +35.8/-45.0 @ +34.2 / -41.7 CD +32.9/-39.2 @ SEE COVER 12 15.9 ... ,.... ............... '.. . . . ... . J"'''''''' ... . J........... . r""""" .... .......;..... .. D D q ~ ~... _ ~ _ _r-F~N, FLR~ _ _ 35 ~H_ @ 25 SH @ 4' OFF ~ RIDGE VENT "I I""':"'" .........~ 12 /~ l ...: ..... ... 4' O~FRIDGE VENT" .,. ....n~~~ ...... ~.9 " ....,.. '. .."., .. .:......, .. .. ' :....., .... ... ""~.. · ~...... ...... ,". ............ , ./' . ...... ",'. ... '.. .. . .. ... . . ." ". '........... . .. ""-., "..... ' . ~. ... ..P : ..... . 'j""" ,... ........ ".,. '... ...,P, . ','............ f'~"'" ~.. ... ..... ,.. .. .... ".,..... · . ."....."........,. "., ..... ".'.' '.' . ......... , 2' -0" ./' ". ... ". · .,' . . . ,..' T'J ' .', ". ,.~' ,.'. .. . '.. '''''',' ........,....... "', ~'." .....::....r:..,. .. ,....'..... ........ .......,.. ',.. ,.. .' .........J · · .. ......L . , ..,"r,. . · .......... ".'" ............r .. ... . ,'.'. ,.. . .......;............... ." "'.T.. ... . . ~ ~....--- ~ U o -l en lJ.. o D- o f- f-~ ---- --- o I o <t w I :J: o o :J: q CO CO (0 ~ _ ---" _ FIN. !lR. 6068 SGD @ REAR ELEV A TION NOTE: 1'-0" OVERHANG SCALE: 1/4" = 1'-0" ~L.. ~"..T. ~-":"."""": ' .:.....'.... ,/'./' ... ....., "'." ..., I ~ CUT / SCORED BANDS RETURN 2'-0" I I ..J * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 OR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. GENERAL NOTES: VENTILATION CALCULATION ROOF CRITERIA FORMULA = S.F /300 (1/300) / 2 (INTAKE vs EXHAUST) * 144 (TO CONVERT TO SQ. INCHES) = NET SQ. INCH REQUIREMENT -12" OVERHANG U.N.O. -PLUMB CUT FASCIA -ROOF PITCH PER ELEVATION -WINDLOAD CALC, PER ASCE 7-98 (VARIES BY LOCATION) -SHINGLE LOADING 2076 TOTAL 498 SQ. INCHES OF 5 TOTAL S.F. VENTILATION REQUIRED REQUIRED VENTS ..;.......~~...~I'.~'..~,...O.;;'~I.~~.E...~..~..~.~....,.,".'~ .... ,. ['S.., ~..""'.,:...... .. ., ~ .........L........~ ......'..,............... .,....:...~.,',.,.,.........:,.......," T ;..~::s;::: ~ ' ,.. ......, ,.. ,... ". ."(,"'~ D E3 I 22 SH CUT ISCORED BAN OS RETURN 2'-0" I I - CD 25 SH CD LEFT ELEVATION IV NOTE: 1'0" OVERHANG SCALE: 1/4" = 1'-0" ./ ./ /'.. ~r" ..... ..... . .. .. ........ ... .... "'r ................ ".' 4' OFF I RIDGE VENT . "''''.'' ,s:::::r ... L.. ...~~" [..... .,L'..,...... "'I '.', ..~ ..'''''''''; "....."'......~,......,........, . ..... ......... ., '.' . ...... ''''..j T" ,. .............. . ., ,.... ............. ... . , .... .............. "..' ..r. ".'. .....,.. . ,,' ., ,,,,"'. ......, , . .. . ,.. . .... '. .."",., '. ..,.....,.,............ ' ..' ..... '.... .....; - -'.-- ... .. /'...,........... ....OC"... I I . 4' OFF RIDGE VENT ,...... .'........ ,.. ; .. ..... .. "..,.... .,.,.r...,...............,.,...""",........ .., . . 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'. ,.,SHED ROOF DOWN . ~.w.......w).. .OVER S.G.D:'nn,.....n '..- - - _.L:::.'":''' ....w.w .' 5 OF 25 LAST PLOT DATE March 01, 2005 ELEVATION "Q Jn1 J03 1ti8B\ x \~ " ~ " J05 ~ I~VV m , lit [I] ~ ~ /A'~ ~ TYP. ~ U,N.P. t ~ ~ ~ t :r f2 t <:;:) " ~ "'i r- In", c~ J03 ~t" JOl VQ 12'-4" ('I') o LD o 4 TYP, THIS@ WALL Tn? t TOl " ~ T05 ! r- o -, / / 23/23 -, -, In - IYYY ,~ ~ t J ~ CO T - "'~ l/' -, ('I') o -, LD o -, 10'-4" 12'-4" [I] 26 40'-0" S-7 8 S-6 15'-0" 12'-8" > ~ 11 '-0" <:;:) " C'1) "'i f8\ ~ t <:;:) " I'-... C'1) __H~ YP. I.N.O. t ~ f2 14;2:. ~ vv-\G) 14'-4" T03B / T03B ~ - C1ID rr:: / 'C9!!J'-8" \!:r / LD Q LD Q T03 T03 H03~ A /~ H04 / ~H03 / " 05 Ii ~ ~ J05 IJO~ ~O)/ cr / ~ " 0.1 r- 1<:;:) r- Q,' 0 I'-... -, r- o -, r- o -, 1m JOl ~ v ~ ~ ()(){)" " rx"X)." " .-I ('I') LD o 0 0 -, -, -, ('I') o -, .-I o -, " NX': . ~ "'" ,,-<A TRU66 LAYOUT II, III, AND IV 7'-8" 20'-0" 40'-0" NOT TO SCALE [I] t :r ~ Ir ~ , l ~~~ ru M id-StateTrussCom pany Serving Florida Builders Since 1910 3125 Reynolds Rd., P.O. Box 1606 Eaton Park, Florida 33840 863-665-1309/1-800-940-8787 ~ 8' 0" BRG. WALL 10' Oi' BRG. WALL f BEAM BY BUIDER I NON BEARING WALL t~~~ ~ VAULTED CLGS 10' A" FLAT CEILING = 8' A" FLAT CEILING m HANGER SCHEDULE ~ SIMPSON HGUS210-2 6 SIMPSON ~ SIMPSON ~ SIMPSON STANDARD ROOF HANGERS ARE SIMPSON HUS26 STANDARD FLOOR HANGERS ARE SIMPSON HHUS46 UNLESS SHOWN OTHERWISE APPROVED TRUSS ANCHOR BY BUILDER S.Q. CUT OVERHANG HEEL HEIGHT = 2x4 STD. BOTTOM = 2x4 MIN. TOP = 2x4 MIN. 12 5.9 v ___________ ~ 0 12 ---- ~ \~ \~. 1 ' -4 " TRUSS END DETAIL \ * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 OR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. /" e:====~ UPLIFT VALUES & CONNECTORS ZONE IT] MWFRS I2l COMPo & LJ CLAD QJ MWFRS [!] MWFRS MARK o A B C D E F G H J K L M N P Q R S T U V W CONNECTOR HETA16 H ET A20 H2.5A H3 META20 HHETA20 H10 MTT28B HTT22 HD2A * HD5A * H D6A * LlJS26 HUS26 HUS28 MTS12 MTS16 MTS20 MGT LGT2 HGT-2 UPLIFT CONN. < 1490 IBS. @ < 14901BS. @ < 11741BS. SEE 5E.1jS-7 < 4501BS. @ I SEE SHEET S-7 FOR NOTES ! UPLIFT CONNECTION CROSS-REFERENCE SIMPSON STRONG TIE CAPACITY SYP SPF 1810 9 - 10d x 11/2" 1810 9 - 10d x 11/2" 600 535 10 - 8d 455 320 8 - 8d 1450 7 - 10d x 11/2" 2235 12 - 10d x 11/2" 990 850 16 - 8d x 11/2" RT16 1030 945 8-8d X 11/2"& 8-10d 4455 4455 24 - 16d MTS27B 4685 4029 24 - 16d 5260 5260 32 - 16d SINKERS HTT22 5370 4618 32 - 16d 2775 2570 5/8" DIA. BOLTS TD2 3435 2954 2 - 5/8" DIA. BOLTS 3705 3130 3/4" DIA. BOLTS TD5 4180 3594 2 - 3/4" DIA. BOLTS 4405 3680 7/8" DIA. BOLTS TD6 6655 5779 3 - 3/4" DIA. BOLTS 1165/1115** 780/875 ** 8 - 10d x 3" JUS26 510/740 440/695 8 -10d 550/3325 ** 1550/2540 ** 20 - 16d x 31/2" THD26 1875/3040 1580/2365 3220/5970 ** 2705/4510 ** 30 - 16d x 31/2" THD28 2330/3965 2015/3430 1000 860 14 - 10d x 11/2" MTW12 1195 905 14-10d 1000 860 14 - 10d x 11/2" MTW16 1195 905 14-10d 1000 860 14 - 10d x 11/2" MTW20 1195 905 14-10d 3140 3140 22 - 10d X (1) 5/8" ATR WI 5" EMBED W/ SIMPSON "SET" EPOXY 2050 1785 30 - 16d SINKERS LUGT2 2260 1945 30 - 10d 6280 6280 16-10d 5" EMBED. HUGT2 6280 6280 8-10d 5" EMBED. 2)5/8" DIA BOLTS (2) 5/8" DIA BOLTS 24-10d X 11/2" HTW20 1530 1315 24-10d X 11/2" 10 - 10d SPT22 715 8 - 10d 12 - 10d SPT24 895 10 - 10d 12-10d X 11/2" FASTENERS USP MANUFACTURING, INC. CAPACITY SPF 1500 1500 585 475 1120 FASTENERS 13 - 10d x 11/2" 13 - 10d x 11/2" 10 - 8d X 11/2" 8 - 8d X 11/2" 10 - 10d X 11/2" CONNECTOR SYP HTA16 1500 HTA16 1500 RT7 585 RT3 550 HTA20-18 1200 "X" HTS 20 1450 SPl 585 SP2 1065 HCP2 605 . * MINIMUM 3" MEMBER * * REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPOXY ANCHORS TO BE SIMPSON "SET" U.N,O, 1245 535 605 520 w lJ..~a:: -0 a:: 0 W lJ..lJ.. ~~~~ ~-O::) W :;<(/)a::o U 0~lJ..() a::oz() I-- o..."",w<l: a 0...""'~1- <l:0<l:0 Z wa::l-z a::lJ..w W <l:za::O rl""l OW<l:O ....." 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I ..J ('11 I~U."- <(U1~LP I- W ..- ~ ~ .1- Z o o Ul o Z w " Z Vi~~ 0 Wf-(/)W::J oZ(/):::!<t: OO-I> z~I::::i:(/) <t:NWC!:~ "":;;:00 ~C!:000 :i:OwWU <t:LLI...Jf- C!:Of-~Z O::JC!:(/)~ ~;;;~OC!: ~~<t:~G w--.J O--.JW Z<(U <(3:1-- o::~a (.!JWZ Zl-I-- WU):r: (.9 wO(V)- ~ ....J 0 0::: ~<(O>- z 3: C\J 0.. :s a a.. U SHEET NO. 6 25 LAST PLOT DATE March 01, 2005 ~ o a:: >-lJ..z zl-O <l:z- zw~ -(/)> ozo t50<l: ::)()O Oz~ OWO a::~....J 0...-lJ.. wa::....J a::~<l: wwa:: roIl- I-I-~ Ol-() z::) . >-00... <l:Ia:: ~!:::O z~() <l:a::w .-Jw~ o...zO (/)ZI -<l:(/) 2=~::) OF 0... a:: o () w ~ o I (/) ::) ('I') o o N @ ii] ~ ,/ " ,,' '" ,," "" """ "" "''' '" '" ""~ 1V " r- r- r- > "" > '" >" >.>" >" r'-> '" '> "" '" '" > '" ",,, " ~ o 0 0 r- '" r-, '" r- "'- 'r- i"- " r- "r- r- ,,)::, I'r-" ",-,'" ">'....,,, C./, -, -, -, -, ",-' -, -, '" -, -, -, "" -, '" . -, , ,,-' -,,, "'- " ,~v '" ~ ~ :~~ ~'~ ~ ~"" '" >~' ~'" ,~~ ~~ ~~~ ~, 5V " ", ~'" . ~ ~ '" ,~ ~ ,N:?," ",'"" ,'-1K.ax" ,,"'" V i@ " " "" I" '" "- I"-. 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"" >y ,," "'- ",\0 " + I I + +SOl r + + + ~+ + + + I"",,,Y """ ~ ~ '" + + + + + -1 + + + + + +1# " " I T T SOl /' ~ T T ,. ,. T ;Y + + + " ~ -1 + + + + + + + + + ~ + + + + + + + -+- ;{~ + -1"'-+ + + + + + + SO~ ~ + + +""+ + + + ,/ , +S04 ~ + + + / + +,> -1;3'-2'4- + /+ + + +"n + + 11 S 3 ~ /' , T /i}'-.:i -r -r T T T /+ + + + <:;:)<-1 + -++--- /r ~ + + ~ + + + r H- + Y + + +(y1 /~: -+- ~ / , t 1,,,S07 +- ~~ ,/ + +' y + ~ ~ +~ i/ + + y -1 + + - I"-. S06 3'jJ'1J 4~4" 7' T T ,.,. '" . ~ -" --+- :{ " + --<<A~ r -KNEE WALL (16~'" HO? + + Y + T tJ -u -----"" + ,/, + + / H01 +t~+ + / 2i + + ~ V CS + · 4 15 M. / ~ I -t" + + f+ ~ l!) +1"-- + + I -i + + f+ p02/ V / / / "~ / TRUSS PLAN IV BLOCK WALL DOWELS - /#5 REBAR CONT. SEE FOUND~ ,...1-: @ SLAB LEVEL PL. FOR r;.; " LOCATION '., F.F. , .-"~~~~.-~~~ DOWELS - BLOCK SEE FOUND, WALL PL, FOR I r~5 REBAR CONT. LOCATION / @ F,F, SLAB LEVEL L1NTE~~ ~: _ _ ~.~, 1 COURSE ~ ~ SEE PLAN : -_-'t,.-_-,~,.. I 1 R~ISH GRADE ~; \ ' (:' .' ,. ';111< \ W.W.M. ',-'---'- " ' .' d ',-F'~~ I' . 'b " ~ SEE SCHEDULE ~ ~ FOR REINF. i= " W.w.M, FI~~~~~,:I ~ ':j1i!~!iQl~mWt ~ ., , ~ I ~ ~ b -L SEE SCHEDULE FOR REINF. I 1 \ EXTERIOR BEARING \ S-1 I STEM WALL FTG. SCALE: N.T.S. i-STORY - I 2A V 2 \ S-1 ~ S-1 #5 REBAR CONl; @ SLAB LEVEL #5 REBAR CONT.""' @ SLAB LEVEL LOCK FACE EXTEND SLAB 11/2" BEYOND .,L I EXTEND SLAB 11/2" BEYOND BLOCK FACE "- \' ] .,. :-"' ..: - ~--.: ~ ~.:..~ - """I ...,.,' ~~ "EQ~,!mm]wJt~~)]r . ''''''',~ _,"' GRADE ,.CC- ,.'"'": i" ..:..,.'.',' d ','~'":.', ~, b ~SEE SCHEDULE FOR REINF. - .w.M. . '- d b ~SEE SCHEDULE _ FOR REINF. I 6 \EXTERIOR DOOR SILL \ S_jJSTEM WALL FTG. :SCALt: ~.I.~, l-STORY - STEM WALL FTG. i-STORY EXTERIOR BEARING @ GAR. SCALE: N.T.S, I 3 \ S-1 ,PORCH SILL ISTEM WALL FTG. SCALE: N.T.S, -- FRONT WALl.: OF GARAGE 1/2" EXP. JT. ALIGN DRIVE WI V' BOTTOM OF I I GARAGE RECESS & PITCH :: FI,'J. FL. DRIVE I 1 1 . , .', , , '" ~-=-~-.,.---~~--..,..... " ',," ' . " ,,',.11.,.. L. ~ ". .'-" ',~...J.. ',~:'1 ~\WW M ". '~.. ... .:: -.........-. #5 REBAR 3.5" CONC. DRIVE) ~ w/CONT, JOINTS .: " 10' O.C. TYP. {PROVIDE 11/2" X 16" SLOPED RECESS AT GARAGE DOOR 2 X 4 P,T. PLATE 1/2"X 8" ANCHOR BOLT WI 2" X 1/8" FLAT WASHER 6" FROM ENDS THEN 32" OIC OR 5/8" x 7" WEDGE BOLT 6" l FROM ENDS THEN 24" O,C. / ~IREINF' SEE PLAN i"'J ~-~.-:-~~~~ :J::~;.~::-(.~:---rr~ '( ,.~'( 't;~< ~ ".. ',.. . Ie- ... 'lI-~ '\, 16" '" ~ "'---- (2) #5 REBAR ,,:,:', .', j .. .. .II.. .... " .II" d 1:./' "-:,..::,. . 1 b 1 f9\ FOOTING @ GAR. DOOR \ S--11) STEM WALL FTG, ~ 1- STORY I 10\ INT. BRG WALL 2 X 4 , S-.y (ALSO SHEARWALL) SCALE: N,T,S. - SCALE: N.T,S. P.T. FURRING TI LE ON BACKER BOARD PROVIDE 11/2" X 8" RECESS AT S.G.D. LOCATION 0'0" FIN, FL. ~ __J..__~"'__~~_., ".,/.. ., ., ,. ~, '~"""""" .'.:. ..r ::::: . , .,:t. . .... 'TCO' , 'Ce' .... ".." ::T 4" X 8" X 16" CMU \ :- I HOLD 1" 4" x 4" x 16" J PAVER CURB nF,F. I - ~.I"~" - , .' ,'" " .' : I '>//'" 7-- -- -- ~ - -- .,-.--'-- -\-~" .. " .... " " " " " \ '" ',,, . #5 REBAR ... " .... 1/2" EX?, JOIN I ww\ , " i: . ' :. .., f' .. : ( MUDDED FLR. SLOPE TO DRAIN LW.w.M. '1' " -ot\L,.,j~ ~ " t L, ."'~' \ b { (i3\SECTION @ SHOWER \~ S--11 I STEM WALL FTG. SCALE: N.T,S, ~ l-STORY l' ,,', ' . , d ......, l' ....., l' ~:.,'~~; :\ SEE SCHEDU ~ 1 b J FOIR Th S.G.D. SILL DETAIL \\ S--11) STEM WALL FTG. ~ i-STORY (2) #5 CO NT. SCALE: N.T.S. - DOWELS - SEE FOUND. PL. FOR ~ LOCATION "'" _____:RAME .---- WALL #5 REBAR CONT. / @ SLA~ LEVEL i'_:" -f_:' _ _:. ,_.; J .r,:., :., "...i"'1 REINF. SEE SEE PLA ,," /IPLAN ~ ' -.," '.~~-""1- J' ","'~ ,~:." .".~~,_:/ .'Ai~~";g - ~"~,:~~~-;-,,.,: .. ,,,,,,,, GAR. SLAB . 4' { :~-:,-r;,. ";"",r";,,,,r~-:~ , ". ~ <> :::::: ..:::..'; '1' :"0; :,< . .:.'~ I : I .: ~ ~<.~ -\ L b EE SCHEDULE (U JNTERIOR BRG. @OSTEP-DOWN ~1 ISTEM WALL FTG. ~ l-STORY W,W,M. 4' ~ .-. (12\ STEP DOWN NON BRG. ~ SCALE: N.T,S. SCALE: N.T.S. /2 #5 BENT BARS Wj \ / MIN. 25" LAP SPLICE I MIN. 8" O'~" '.';,: ~~: ,',:::=.):: ,',:':= :,:':i ,',:' /~~EE PLAN 'I> - ,,:~: '....., , '....., , '.....,. '....., , .....,~::J TYP SEC , ,. . ..." , ".." . '.." . ..." ..... "'..,. " 1611 MAX STEP ...' '."'~'.""4'. ,,'a ...'. ..,'. ., '.. .,.,. "... . I .,..... 't .,.....~., ""'.~ I ' ' , ;' ' . '" , SEE T~Y '" ,', '" . /~~: /:~..:/:~:: . . SEC. /Y'.;': '/....~:,. 't,....:~:.. '~v":.::~ ..~v":~:.. ";/I"~ , ,,'......'..'.. I Y 16" ~ MIN. '-l..... '-1~#5 CONT REINF. \ r-- SEE FND. FOR ~ QUANTITY -........ ~ #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. 1~/8" SAWCUT X 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN W.w.M. PLACED I ] UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. '-2 #5 CONT. I ~< r I ~",' , . '., ,..-. " , , '" "", '. , :y '~'.~,~..,,,, '. ~'..J Ww ~ .. ....~.. I I ........ I, ...... I , ....'..' I ....'..', ..'.. I ':Y ...J .,!' , ..,:,..," ",,;1 to.!"""",;1 ~", .,:, tJ.", ..,;1 ~'"",;s ~~"T r..I) c.. I <. ,. < , " ,. , . <I I 36 \ CONTROL JOINT DETAIL , S-1 I SCALE:3j4"=1'-0" I '-2 #5 CONT. __ TYP. CORNER BAR I 35\PLAN DETAIL , S- V SCALE:3/4"=l'-0" - -- - I 34 ,TYP. STEP FTG. DETAIL 'S-1 SCALE:3/4"=1'-0" - 1-STORY STEMWALL SCHEDULE STEMWALL HEIGHT (h) FOOTING DIMENSION MAXIMUM d b NUMBER/SIZE OF BARS LAT. F.e. SPACING (O.C.) IN STEM WALL 10" 16" WI (3) #5 BARS 127.2# 6'-8" 10" 20" WI (3) #5 BARS 210# 4'-0" 12" 24" WI (3) #5 BARS 374# 2'-0" 0'-0".4'-0" 4'.8" - 6'-0" 6'-8" . 8'.0" NOTE: 1. 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";r . - 8F16-1Bj1 T : i ::'~;:"'~"> NO,..W,J J J ~ ~ ::/:,~'::j" WIDTH ri . _,I ~:: NOYINAL HEIG OUANTlTY OF 5 ,4' ..,: REBAR ATTOP " , "ROUT "5 REBAR AT BOTTO~ OF LINTEL CAVITY \ BOTTOM REIr-..FORCIr-.. 7.5/8"ACTUAL iT- PROVIDED Ir-.. LINTEL 8' NOMINAL WIDT (VARIES) o MATERIALS 1. f'c precast lintels = 3500 psi. 2. f'c prestressed lintels = 6000 psi. 3.grouted per ASTM C476 f'g = 3000 psi wi maximum 3/8" aggre~ate and 8" to 11" slump. 4. Concrete masonry uniTs (CMU) per ASTM C90 wi minimum net area compressive strength = 1900 psi. 5. Rebar per ASTM A615 Grade 60. 6. Prestressing strand per ASTM A416 grade 270 low relaxation. 7.7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filed lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-l'n~els are JTlanufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grou~ing. 5. Alllin',els meet or exceed L/360 vertical defection, except lintels 17'-4" and iO:1ger with a nominal height of 8" Illeet or exceed L/180. 6. Bot',o'TI field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" dia'TIeter wire stirrups are welded to the bottom steel for mechan.cal archorage. 8. Cast-In-place concre~e may be provided in composte lintel in lieu of concrete masonry units. 9. Safe load ratings based on ratiollal design a:1alysis per ACI 318 and ACI 530 10. Product Approva's: Miami Dade County, F'orida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concre~e masonry walls sha'l have a coating of stucco applied in accordance with AST'vI C-926 or other app'oved coating. 12. Lintels loaded simultaneously with verltcal (gravity and uplift) and horizontal (lateral) loads shoJd be checked for combine loading with the following equatio.,: Applied vertical load Applied horizontal load + Safe vert'cal load SAFE LOAD TABLE NOTES Safe horizontal load < 1.0 1. All values based on 'TIinimum 4" bearing. Exception: Safe loads for unfilled lintels must be reduced by 20% If bearing lergth is less than 6-1/2". Safe 'oads for all recessed !ir~es based on 8" nO'TIi'lal bearing. 2. N.R, = Not Rated. 3. Safe loads are total superimposed allowable load on the section spec,fed. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additioral lateral load capacity can be obtained by the designer by provldirg add:onal reinforced masonry above the precast lintel. 6. O:1e #7 rebar may be substitu~ed for two #5 rebars 1:1 8" !irtels only. 7. The designer may evaluate corcentrated loads fro'TI the sa'e load tabies by calculaMg the JTlaXlmum resisting mOJTIent and shear at d-away from the face of support. 8. For compos<e lintel heights not shown, use safe load fro'TI next lower height. 9. For lintel lengths not show." use safe load from the next longest lellgth show.,. 10. All safe loads in ullits of pounds per 'ir.ear foot. 11. All safe loadS based on simply support spall. 12. The rumber in the parenthesis indicates the percent reductio'l 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 ~ /.)~ "V. ____ 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 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 8F8-1T LE~GTH ~ 8F8-2T 2'-10"(34') PRECAST 1972 1972 10;Rq 3'-6" (42') PRECAST 10;Rq 1363 1363 1207 1207 5'4" (64") PRECAST 1016 1016 909 929 6'-6" (78") PRECAST 835 (12 835 7'-6" (90') PRECAST 727 (23 727 591 591 530 530 11'4" (136") P,clECAST 474 494 470 (9) 470 13'-4" (160") PRECAST 418 (15 428 14-0" (168") PRECAST 384 (15 410 14'-8" (176") pqESTRESSED 239 246 15'4" (184") pqESTRESSED 224 230 17'-4" (208") PRESTRESSED 187 192 19'-4" (232') PRESTRESSED 162 166 21'-4" (256') PRESnESSED 142 142 22'.()" (264") PRESTRESSED 137 137 24'.()" (288') PRESTRESSED 124 124 4'-0" (48') PRECAST 4'-6" (54") PRECAST 5'.10" (70") PRECAST 9'4" (112") PRECAST 10-6" (126") PRECAST 12'-0" (144") PRECAST ~~~ L~ 8Rl.i6 4'4" (52") PRECAST 1635 4'-6' (54") PRECAST 1494 5'-8" (68") PRECAST 866 5'-10" (70") PRECAST 810 6'-8" (80") PRECAST 797 7'6' (90") PRECAST 669 9'-8" (116")PRECAST 411 8" PRECAST & PRESTRESSED U-L1NTELS 8U8 8F8-0B 8F8-1B 2231 "ORQ "Ofiq 2231 3069 30fiQ 1966 2561 26q3 1599 1969 2189 1217 1349 1663 1062 1105 1451 908 1238 1238 743 1011 1011 554 699 752 475 535 643 362 582 582 337 540 540 296 471 471 279 424 442 N.R. "<'I 458 N.R, NR 412 N.R. NR 300 N.R. N'1 235 N.R. NR 180 N.R. NR 165 N.R. NR 129 8F120B 8F12.1B 4505 4605 3719 4605 2751 4605 2110 4375 1438 3090 1173 2622 2177 2177 1729 1729 1160 1245 890 1052 945 945 873 873 755 755 706 706 N.R 783 NR 710 NR 548 NR 420 NR 340 NR 315 NR 250 GRAVITY 8F16-0B 8F20-0B 8F16-1B 8F20-1B 6113 7547 6113 7547 5163 6607 6113 7547 3820 4890 6113 7547 2931 3753 6113 7547(7) 1999 2560 5365 7547(36) 1631 2090 4360 7168 (45) 3480 3031 3480 5381 2632 ??n'i ?hR1 :>.RqR 1 R?'i ?'iR,1 1 R,1.,:\ ?'iR,1 1?,17 ?nq,:\ 1'i.':\.':\ ?nq:>. '"'''''' llV'" '"'''''' 1 R,1R ,?~" ''''''''' 1?~" ''''''''' ,n7~ H?R 'n7~ H?R ,nn? ,,,?'" ,nn? '''?1'1 >oJR NR , 'U n , Qn? NR N~ 1?'in '7'n N~ N~ q'i() '''?1'1 >oJ~ N~ 7'i0 'n'u N~ N~ o;qR R.1~ >oJ~ N~ o;'i() 7R4 N~ N~ 4'i0 1'1~" UPLIFT 8F20-1T OiLV-LI 'i747 .0;747 4'iRQ 4'inQ "966 3966 3508 "508 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 (Ii.! 732 446 (11 616 393 (11 531 378 (11 508 341 110 450 8" PRECAST & PRESTRESSED U-L1NTELS 8RF6-0B 8RF6-1B 1749 1891 1596 1756 920 1167 859 1113 901 901 755 755 466 526 8RF10-08 8RF10-18 3355 3699 3063 3699 1770 2481 1653 2342 1825 1825 1490 1490 999 999 8F24-1T 1:Sri.!4-i.!1 70~4 7()~,1 O,5Q1 .').')91 485., 4853 4292 4292 360-' 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 (Ii 993 (8) 546 (12 831 (8) 480 (11 713 (7) 461 (lU. 681 (7) 416 (10 600 (7) GRAVITY 8F24-08 8F24-1B 8974 8974 8054 8974 5961 8974 4576 8672 3123 7342 (19) 2549 6036 (19) 3707 8360 2698 5681 3486 3486 2777 2781 2423 2423 2193 2193 1838 1838 1697 1697 NR 2245 NR 2058 NR 1609 N~ 1282 NR 1114 NR 1047 NR 884 8F28-1T 1:SrL1:S-L I R3?1 8"?1 6613 6613 5740 5740 5077 5077 4265 4265 3897 3897 3498 3498 3039 (10 3039 2152 (16 2463 1732 (15 2204 1510 (15 2053 1366 (15 1948 1141 (14 1718 1052 (14 1694 (8) 976 (14 1625 (11 909 (13 1562 (14 754 (12 1268 (14 646 (12 1057 (14 567 (11 903 (13 545 (11 861 (13 491 (10 756 (12 8" PRECAST W/ 2" RECESS DOOR U-L1NTELS 8F28-0B 8F28-18 10394 10394 9502 10394 7034 10394 5400 10294 3686 8733 (19) 3009 7181 (19) 4383 10394 137\ 3191 8467 (44) 2818 4705 (37) 2163 3643 (38) 3127 3127 2805 2805 2316 2316 2127 2127 NR 2517 NR 2320 NR ~849 NR 1515 NR 1359 NR 1285 NR 1092 8F32.1T 1:SrJi.!-2T Q608 Q508 7636 7636 6627 6627 5861 5861 4924 4924 4498 4498 4038 4038 3508 (9) 424 3508 2494 (15 326 2842 2007 (15 284 2544 1749 (15 260 2369 1582 (15 244 2247 1321 1993 1218 1954 1129 1874 1052 1801 872 1470 746 1225 654 (11 1046 (13 N.R. 629 (11)" R 997 (lJ" . 566 (10) 875 (13 N.R. 91 (14) 217 (14) 205 (7 (14 (11) N.R. (13) N.R. (14) (12) N.R. (14) (12 (14~R. 8RF26-0B 8RF26-1B 6493 9479 5924 9479 3402 7917 (19) 3174 7402 (19) 9448 9479 7239 8998 (19) 4091 4150 ~ - ~~ UPLIFT ______ TYPE 8RF6-1T RRF10-1 RRF14-1T 8RFl8-1T 8RF22.1T 8RF26-1T 8RF30-1T LENGTH -----.....: 8RF6-2T ~Q~1 iI..?T 8RFl8-2T 8RF22-2T 8RF26-2T 8RF30-2T 4'4" (52") PRECAST 905 17,1R 2635 3522 4409 5296 6183 905 174R 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1 R7'i 2525 3374 4224 5074 5924 867 1 R7." 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1 :>'()1 1960 2618 3277 3935 4594 675 1:>'()1 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1 ?R? 1900 2538 3176 3815 4453 655 1 ?h? 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1 n1? 16::11 2204 2758 3312 3865 570 1 nQ7 1651 2204 2758 3312 3865 7'-6" (90") PRECAST 506 7q7 1462(8) 1952 (7) 2442 (6) 2931 (6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 931(12) 1301 (15 1640 (15 1980115 2322 (16) 395 589 1135 1514 1893 2272 2652 (#) THE NuMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FO~ GR40 FIELD ADDED REBAR. SEE NOTE NO.4 8F12-1T 8F16-1T Bt-1:.!'21 Brlo-:.! I 3173 44Rn 3173 Ll4R() ?">?4 :>'."47 ?">?4 ."_">,17 2192 307Q 2192 3079 1940 2724 1940 2724 1632 2290 163? ??Qo 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 (1U 221 354 175 267 (lU 200 316 8RF140B 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 W/ 2" RECESS DOOR U-L1NTELS 8RF22-0B 8RF22-1B 5421 8060 4946 8060 2839 8060 (34) 2649 8060(39 7747 7915 5743 5743 3129 3129 8F32-0B 8F32-1B 11809 11809 10951 11809 8107 11809 6224 11809 4249 10127 (19) 3470 8328 (20) 5061 8825 (14) 3685 6472 (15) 3302 6390 (47) 2536 4754 (45) 4006 4006 3552 3552 2883 2883 2630 2630 i'o.R 2712 NR 2513 NR 2047 N~ 1716 NR 1468 "'~ 1399 NR 1222 LATERAL 8U8 BF8 REINF. CMU 1293 642 2135 1025 1024 1830 765 763 1365 592 591 1057 411 411 734 340 339 607 507 721 483 534 357 512 227 401 178 452 152 402 135 324 109 293 98 284 89 259 82 194 63 148 51 125 42 116 39 33 8RF30-0B 8RF30-1B 7567 10893 6904 10893 3966 9311 (19) 3700 8706 (19) 7360 10893(32 5623 10893 (48) 3146 5891 (47) LATERAL 8Rl.i6 8RF6 ~E~~~ 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/1 #5 REBAR CONT, r USP SPT4 W/(6) - 10d X 11/2 , .; I. t ... , jl' I ~.. , I ~ ~ :;: ~ ~ ~ :;: =- ~, ". .. .." . I , . .... , .. ~, ..,. .., . h,: I ~ " I... :. h, : I ~ " , ',. ., h, ;, I ~ '. . , . . .1,' , r:' " I II " , '" . ~;, : I I " , , h; , .... . ...... ," . .... . . .. :.' ..: :;: J,' :;..' ..: :; .'. ~ , . ' '.' STANDARD HOOKS W/25" MIN. SPLICE TYP. FILLED CELL W/3000 P.S.I. CONC. W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" C.M.U. 2" X 4" P.T. W/ (3) 1/2" X 8" "J" BOLTS OR (3) 1/2" X 6" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS (8) 2 7/8" HIL TI TIX-DNI NAILS , , , , :~ . ..' , .". . ... . ... . ,. J" ..... ' ..' ., , ..' ..... ' .." .. ' , . ':'.. ' ':... . ':'" . ..... ... _ FRAME (EXT.jBRG.jSHEAR) WALL (3" TO MASONRY CONNECTION DETAIL 'SJ = LINTEL BEAM: 1 COURSE LINTEL BLOCK W/1 # 5 BAR & 3000 PSI GROUT, MIN, 25" LAP (ACI 530) -" CONC. SLAB OVER 6 MIL V.B. OVER CLEAN COMPACT. TERMITE TREATED EARTH FILL REINFORCED WITH 6x6 W1.4XW1.~ WWF \ ... -- .~;~.'~ ' ..... '1..i ,- ';::~ :: '" . ....... .. ,q. 0. - SCALE: N.T.S. JI]J] OIIII NON-SHEARWALL SEGMENT I. III 111111111111.1 TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BLK. CELLS WITH 3000 P.S.I. jGROUT ONE #5 @ LOCATIONS SHOWN ON THE FOUNDATION PLAN A~D FLOOR PLAN. MIN. LAP 25" (ACI 530) TOP_OF SLA_B-$ I\OTE: SECTION BETWEEN DOW~ RODS ARE CONSIDERED SHEARWALLS UNLESS OPENII\GS ARE BETWEEN THEM. TYP. SHEARWALL SECTION I \ 2 S-2 - SCALE: N.T.S. PRECAST "U" LINTEL WI 1-#5 CONT, IN 3000 PSI CONC, @ OPNGS, 6'-0" & OVER. PRECAST !lU" LINTEL ALL OPENINGS UNDER 6'-0". HURRICANE ANCHORS'~ (TYP.) ~ J:.'II.,.':,t'. . 'I II .' .~.. '..:,.., '~':"''''': I ....;, , f"""'. ~.. ~.- ........:r~.- '" .. .., .... I . . 110.. . ' .. , Ii..., ~ ~ -, -, -., -, I r-- . . 'Ii... - . 11.. f.: .: ;,::,.,!.. .::'..: ".::'.': ;'::'..: ;'::'..: ",: .. --..... - ~ - ----- .. .............. - I I I I I I I - " : ." I l.: '. . I r: .. 110.. I " I h " I I I I I SPLICES 25" MIN. LAP (ACI 530 ) ~ 10" IIH 00 KII 1 ..., .~ ~ ~.:~' ~u~ ::':"':1': 'J, ~...- ~". ~"':-''''''!Io, :--........ . . ."''' .. . "f .. _' :'. . _' ,~ . ' j" .... ~D I /1 II h, L/', h '.',!J I~;,: :. ... , ~5 I 5 , S-2 #5 REINF. ~ BAR 1> -<,> ..........Ql" '\ ruu:~,~~ ~J #5 STD. 900 HOOK SCALE:l"=l'-O" 20" MIN. LAP l' l' L#~ OR #4 REINF~RCING BAR #3 & #4 LAP SPLICE 25" MIN, LAP ~,~___ m =" Vv ~ f ..-~_, .m .J '-115 REiNF'OR~N'G' B~ #5 LAP SPLICE " 36" MIN. LAP " 1 1 ....'-~.I9'\.~l~S~~.. ~~9\;~ l~~~~"~S"~" Y. , #6 REINFORCING BAR #6 LAP SPLICE -1111111:1 ~ f- f- E= f- f- f- f- f- f- E f- f- f- f- f- ~ f- f- f- ~ f- f- f- ~ @ F"" f- f- f- f- f- r- f- f- f- F= ~@ ~ f- r- f-. f- ~ f- f- f- f- f- f- r- f- f- f- r- f- r=- f- r- f- f- ~ f- f- f- f- f- f- ~ f- f- f-IIIIIII I \ REBAR SPLICE DETAIL I SCALE: N,T.S. STD. 90 HOOK I I ': ..... 'I.' . ':., ,';[ .. ." ,,~ ~ I I TYP. BOND BEAM 8" X 8" X 16" K.O. LINTEL BLOCK FILL W/3000 P.S,I. CONC. W/l #5 DIA. REBAR MIN. LAP 25" (ACI 530) I STD. 90 DEGREE ANGLE 3000 P,S.I. CONC. W/l #5 DIA. REBAR MIN. LAP 25" (ACI 530) INDICATES FILLED CELL FROM FTG. TO BEAM WITH 1 #5 BAR MIN. LAP 25" (ACI 530) I I I I I I D I I I I I I I I I I 8" X 8" X 16" C.M.U. '. I II.. ". J": ". t I I TYP. DOWEL 25" MIN, LAP (ACI 530) 'lJ " , . I ! Ii..' Ilo. ~~.. ." to.. . " "'. . I...... ...... I. ". . ." Ilo. . ,..... . ." Ii.. . ,. ". . ," '. . ,.., . ," to. . ..... . ...... .. ," "'.' .. to. . ,.., . ,..... . ...., , , , , , ., " , f , , ., , ., " ",,",",," ....: A, ."':..: l, ."'.: A~.. A, ....'..:... ....:..:... .II>.~..:". .":110:". .II>.~..:"~.,,. ........:... ....~..:... .110:..:". .11>:..:... ...:..:~.... ~:..... ...~....... ....:..... : , . ., , ~ ,,'\... ., , ~ " , . " , . " , .. ., , . ., , .. " , . " , .. " , . " , . " , .. ., , . ., , .. ., , . ., , .. ., , .. ., ~SEE FOOTING DETAIL TYP, MONO. FTG. - (1\ 'SJ II I.: ' '. r-:, BLOCK WALL/REINFORCEMENT SCALE: N.T,S. '. " I I E II 4 I I '. " J SEE FOUNDATION PLAN J FOR LOCATIONS , . II> ~ . . , ,.. .. ~' ',... ~ " . . .... , ... 1IIIII1I 111111111111 II II III 1I11II1 II III ~ ~ ~ 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, 11IIIII1 - -. - -- -- -. -- -- - ~. -. -- - -- ----- -- -. ----- -- -- - -. -. -. -. ~. - -' -. =: -. -. -- ~. -- -- -- = - -- -- =: MIN.@ <D FOR ELEV. 1 (F) Af\ FOR ELEV. 2, ~ FOR ELEY. 4 \S:V -1111 LINTEL PLAN N.TS. 10'-0" T.O,L. .... ~ . ~. ....... ~ .. . .... ..,....., ... . ... ..... .... ..... '.' , j' .. '.' .. , j' .. , " .. '.' .. , " II> " .. ',"!> ... .... , 11>... . .... , to.. . ..... . .... . .... . .... . ...... . .... . ." .. ..'..'..'..'....'..' to ~ ' .I' 0.. ' .I' ... ' .I' .. ' .I' to.. ' .I' ". ' ..' ... ' .I' !II.. ' , .......................... , II> .. '..... .. ........ 110.. . .... , !II.... . ...... . ..... . .... . ... . .... . ..... . .. ' .I' ... ' .I' .... ' .I' .. ~ ' .I' ... ' .I' .... ' .I' ... ' .I' ... ' .I' 1>. ' .I' .... ' .I' ".' ..' " ~. :::~ .:~ ". ::.' ~.: ~~. ::,.:,'. ~~, :::~.: ~~. ::.': :'~ ~?: ~,.' ~~. :::~ :'~~, ::.' ~ ,.'~ ", ::,' ~ _: -'~. ::.' ~," ~ ". ::.' .. "- , ,.. ~ , " , ,~ ~ . . .. ........ 11>... . .... . .... . ..... . !II... . ..... . ... ~ . .... . ..... .. , " . , '.. , '. , , III , '.. , , III , '. , , !II. , '.. , '!II. , . , , , , ,.. ~ , . ':, ' . ':, - . '.., ' . 'LINTE' L CO'URSi::." . . ':. . . ':- .' , -'. . . .. .'... ....'~. ....'.., ....'.... ., ., ~. .... '... ....'.., .....' .I.' .11>.. ' , ,.. ~ 8'-0" A,F.F. 8'-0" B,O.L. .. .. ..... . ..... . ',. ... ~' ',.. ~ ' ~ . ..... III DOOR OPENING '. ' . . , . . , ,. ~ ' , .. .. ," ~ ~ . .' I , 9E \ LINTELS AT ENTRY DOOR w/RAISED ENTRY S-2 I SCALE: N.T.S. 10'-0" T.O,L, . . ..... ... 1>... ..... 11>..., "... . 11>.. . .... . "... "... ..... .... . ~, , . , '. , , III , '. , ' II> , '.. , , II> ' II> '," to .... ..... . ""'... . ...... . ""'.. . ...... "I''' , "... , ..... . ""'.. . '., . . . ..' .I.' ...: ' .I.' ..... ' ".' ..: ' .I.' ..: ' ".' ."," ' .I.' .!II.: ' ".' ...... ' .I,' ,!l.: ' .I.' .... ' .I.' .... ' '. - . . IIIIII1II @X = -- ~: f-- f-- -- = -- -- -. -- =: - -- -- -- - -- =:: -- f9H\ LINTELS AT ENTRY DOOR w/RAISED ENTRY \31 ., ...... 11>... . '.." . !l.... . .... ." '.. . '., . Ill".. . ...., ", ..~..~ . , .' .. , .' !l. , .' . , " . , .' .. , " !l. , .' .. , " II> , " .. , .' .. , ~: ',:, . .':.. .-:.. ...... "LINTE-LCO-URS~'" ..... "'., ...... .... . . 11>..' J ".'.. ..'.. ".' J ~.. 11>.. ' J' 11>. ' ..' "" ' J' .~, ~. ". ". ". ., ". ", ,', ". ", '. ..' ".' 8'-8" B.O.L. 8'-0" A,F.F. , ,~ ~ ., ',..... " I . '. ',~ "" ',' ~. , .. a , ., :: .. ~ ' . ~ :: .. ~' . .. 110... . , . " .. . , ,. .. ~' ".... ~ ' ~ . ...... . !l. DOOR OPENING -.. " . '. . . . . , ',~ to '.: . . . . , , , . , SCALE: N.T.S. - -. - - - - - - - - - -. - - -. = - - -. - -- - - -. =:: -. - -. - -. - - - - -- -. -. == -. -. - -- - =: -. -' -- -. - -- -- -- -- -- -- = -- -- -- -- f-- f-- ~: r- f-- f-- f-- r-- ~: f=: w ~ l1..<er:: '0 er:: 0 w l1..l1.. ~ll.J"",r- o""z ~-O::J x~er::o O::JLl..U er::OZU Q..."",w< Q... "" ::s:: ' - <0<5 wer::r-z er::Ll..w <zer::O ow<o w::S::(/)o I-~ZZ o 0< ::JW-w oer::(/)~ (/)<Z . w(/)w<z ,-,z~ctQ ~QOo!;:;: o(/)er::r-u 06j0::S:::::J Ll.."",n::UQ... w""wOQ... er::or-oS< <....J~ ....J ::J....J _ er:: ....J o(/) <( (/) 0 ~< er::....J'- w....JO :J>~zer:: <0:><(0 w () f- a z w o <( f- a a LL w 0:: <( ::) o en ~~....J (l)1U~1Q Q)._ 0 w Q)(,)U;z ~ ~ ~ ~ I (/)0 ~ '" ~ 8: (,;, w, C 0 Z Q) ~I\ ~ 0 - VN Ll.. ....J co.- -::J ......J fa. 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C (/)(,;,<- <(...J woer::3:01zer::ciLU < cow::J)-o<::J <C C w....Jr-....J~or-...J::c I3:UQ... wUO:U 0:: r-oEi~~aEi~i ~ 8~t;;83u;t;;DD Li . - -- -- -- -- -- 11II t'- (j)(/) O.....J O.....J I C\J- L()I ~$ ~W ~- L()> ~~ >-W 0::0:: OU 1-1'- Z(j) WJ- >0 ~.....J 0) o 01 N o Z co 0 . co !;:;: i J~~ ~ 3 cooNZ 0 III r-- ~ w OLD ..c 'D.DNN (,) c 01 , ....J W co [O....J<;t<r- 0.....Ll..~er::<~ ~ OO::lu 'cOr-:.r--c.o (/)..>::ou~~ w Q. <;t ::J r- 0) r- ~ 0 er:: er:: . < lDQ.Ir-WOO O)<Q..(/)UZ o o \0 W I- :J 0 zU1~L" o ci ,... L" - > I N U1 ...J ID Ll1 - [l] 0 I > \0 ID CWr']\O 0:: r'] L" A 0 I il I ...J r'] ~ U1 lL.. ,... Al-ctOO '" U1 a. I ~~~,... .~ Z o o \0 o Z W (.:l Z v;~S:2 0 Wf-(/)W:::J oZ(/):::!ct O-I> ~~t:S;(/) ct('olWa::~ (.:l rit;j: 00 ~a::ooo S;OwwU _CL --'f- Ci:o~~z 0:::Ja::(/)6:! (/):;;Woa:: I (/)!:l: Z::J f--ctctU NU) L06 NU) oM> w 0::: 11) o '- ~ U'- r-01 <0... coo 11)'- <;t<( ~o , ::s:: ~~ , :Q,' ..".. ...' ..... .... ,. "'" ,.. , .. , ....,. .. .......,., ... ' '.. " . , .,." ... ' II" .... . ... " . " ... 'f. .. '. , .. , .... ..'..'... . .. I.. " . , .,.. ,".."., . ... '. .. ,. "... ,t. , .. I .... .. ....'.,.. ... .. '" ,. ". '" , '.. ::'Q~ ~ 8F280B/1T 0 . 0 CD 8RF30 1B/1 T (Q) h " REBAR BOTH SIDES Foe ., '. ':, OPENINGS 6'-0" OR MOR ~ ~: ':, '. " C'" h ':: w....J O....J z~ <(> o::~ 0W Zl- wCI) wO(Y) ~ ....J 0 ~<( 0 Z~ N 5 0.. w ~ er:: () )-Ll..z Zr-O - <z- f- ZW~ -(/)> oz- a wo 0 ~UtS z oz- ower:: f- er:: ~:3 0...-l1.. I ~~ ~ wwer:: o COIl- r-r-~ - Or-U 0:: z::J . )-OQ... >- <( I er:: ~t::o 0.. z3:U ~er::W a ...Jw ~ Q...zO () (/)ZI -<(/) ~~::l SHEET NO. Q... er:: o u w ~ o I (/) ::J 01 o o N @ S-2 OF 25 LAST PLOT DATE March 01, 2005 DETAILS I I I C t>.'6~ =-- ,;~-:' , ~ ~; I =-- h'-\ ~~I * DIAGONAL SPACED AT 15'-0" O.C. MAX :> ~ - -~) - '\ ;,rf- -BLOCKING " ::::::: ~~ -~- - -- - '" MINIMUM 2"x4" ""'- CROSSBRACING (SEE PLAN FOR V~ _LOCATIONS) (3) 12d . /- PER JOINT I (. V ~ txJ \ txJ lX ~ \_CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. '\ - :- - ~ ~ ...::' . . . ~ ~ I , ~ ~ I ~ ~. I l. _ __ I ~ ~. CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN. INSTALL BLKG. AT TRUSS WEBS FOR NAILING ~ ~ I , ~ ~ I - ~. X-BRACING - 2x4 SPF OR SYP _ wi 2-16d @ EACH TRUSS WEB I 2A' CROSS BRACING DETAIL (TYP.) , S-W NOT TO SCALE - - J 2,CROSS BRACING DETAIL (TYP ) \8J SCALE: N.T.S. G.C. TO PROVIDE BLOCKING TO COMPLY WI APA RECOMENDATIONS FOR SPAN RATING OF 7/16" OSB. ** ALTERNATE SPAN RATED 32/16 PLYWOOD MAY BE USED 20'-0" MAX 20'-0" MAX ~ CONTINUOUS BOTTOM CHORD BRACING 2 X 4 MIN. SEE DETAIL 3/S-3 - 0' W "X" BRACE SEE DETAIL 2/S3-~ ~ v"\ ~ 1\ II ~<J E( 5' ~~ o;;t / f2B\/ ~ 5'~ 8~ 5' o;;t ~ --~ ----"- ----- ----/ --IT' -~ ~ >< >< 5' o;;t ----:l ~ ~ 5'~ 8~ 5' o;;t o Z W D... I >< 5' o;;t 5' o;;t ~ ~~ o . .' ~ O~ ....,~ / b( r--- 0' W 0' W ---' L TOP & BOTTOM CHORD GABLE END BRACING @ 4'0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTuRER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PI.J\CE OF PERMAr\ENT __ BRACIr\G PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. I 4,REQUIRED MINIMUM PERMANEN-r TRUSS BRACING PLJ N , S-3 J 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 I.J\RGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERALBRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED WI 2-16D NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS CONV. FRAMED RIDGE TYP. HAND FRAMII\G ABOV~ T,~USS-' .- 2X4 BLOCKING MAY BE NAILED wi MIN. 2X4 STUDS & PLATES AT 2 -0 O.C. /1 BETWEEN EA. TRUSS (4) 12d WHEN IT LANDS EACH DIRECTION TYP. U.N.O. 2X4 DIAGONAL AT 8'-0" O.C. 1\ ...... A NEXT TO PRE-ENG. TRUS -2x8 BLKING. NAILED @ EACH MAX & EACH END ALTERNATE """11III SIDE wi (3) 12d NAILS WHEN I I REQUIRED wi (2) USP MTW12 DIRECTION TYP._____ WI (14) - lad X 11/2" EACH ..7' '\. I \ L I X X I \ X '~1\) * _- ~ . COLLAR TIE ~ /" - EVERY 3rd ,~""" 1 ~ L ** r RAFTER VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. WI (4) lad TOP & BOTTOM / OR USP RT7 OR HCLRILL WI 8 - 8d IN PLACE OF (4) lad TB D~--- l~ . PRE-ENG. TRUSS 7 / CONT. ROOF SHEATHII\G AT TRUSS TOr' CHORD AT ALL HAND FRAMED AREAS TYP. I .7 l x x DIAGONAL, _ AT 8'-0" "!x - --t---.::~\ MAX ., f- ;-, WOOD ~ r- '" TRUSS ~ I 2X4 CONT. AT} W~V:~~CONC. MASONRY T & B CHORD ~ STEEL OR WOOD '// BEARING SUPPORT * 2x8 #2 SPF RIDGE BEAM ** 2x6 RAFTERS @ 2'-0"0.C. MAX. w/ (3) lad COMMON TOENAILS TO RIDE BEAM x I 7 I -- LWOOD TRUSS! .... A PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT TYP. WOOD TRUSS BLOCKING DET~I~J SCALE: 3/4"=1'-0" , A-A ALTERNATE BLOCKING 9 ,DETAIL @ INTERIOR BEARING S-:3~ REV. 8/3/04 - SCALE: 3/4"=1'-0" .--PROVIDE 2X4 MIN. BLOCKING AT SEE r--- .Ar<(OiOF ;xI <t OF HIP/RIDGE, TYP.BETWEEN TRUSSES PLANI AY ~ SHEATHING WI (2) 12D NAILS EACH END TO TRUSS TOP CHORD ,f" TYP. 2X4 BLOCKINu- BETWEEN TRUSSES ^~ TRUSS SECT. A-A I '7A A~ ~~ 1/ ~ HIP G.T , ~ , G.T. ADD 2X4 ALONGSID: TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) JACK TRUSSES . I (2) 12D NAIL AT 12" O.C. MAX (2B\HIP/RIDGE BLOCKING DETAIL ~REV. 7/18/03 - - z ~ =-= 7/16" O.S.B. EA. SIDE 2X BLK'G, TO O.S.B, WI 2 - 8d EA. END 3 -Uv-L- EDGE viEW - WHEN REQ'D RECESSED PRE-CAST LINTEL 3/4"=1'-0" 8" D BLOCK TIEBEAM_ WI 1#5 REBAR U.N.O. 1 NOTE: MAY CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT, 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS TO 2x8 ....J ....J <l: 3 :J ~ U I- o ...., o I- D... :J I I I I I I ""- I~ '" I ~~ '" /~ ~/::0 2x8 WI (2) 16d TOE NAIL..., ~ I EACH END ~ 7/16" OSB WI 6d NAILS @ ~ I 16" O.C. TO SIDE & TOP NAILER I I I I I I I I I I I I I I I I ~. v. //.~ 2x4 SPF CONTINUOUS BLOCKIN ATTACHED TO 7/16" OSB WI (2) 8d NAILS. SEE DETAIL ABOVE x8 P.T. WI TAPCON HW4-23 (1/4"x2-3/4") @ 12" O.C. MAX I I I 10'-11%" MAX WINDOW OR __ DOOR OPN'G 1/10, DET. @ ARCH WINDOW FRAMING \J3-W CMU WALL 3-17-04 - SCALE: N.T.S. PRE-ENGINEERED OVERLAP TRUSS BRACING WOOD TRUSSES \" AT LEAST ONE TRUSS 6" \ SPACE OVERLAP FASTEN TO 2x8 INTERIOR A wi 16d @ 32" O.C. ~'S< ....... AI /A -s:.~ f'J FASTEN TO 2x8 ---./' f::":r T::~2 x 8 PT. WI 1/2" EPOXY wi 16d @ 32" O.C. [~p '$;' BOLTS OR A.B. AT T & B 32" O.C. MIN (4) BOLTS GARAGE REF: POURED CELL --1::J A ~t--. EXTERIOR ---v~1 --- CMU WALL ~~ : ...::.. MI~IMUM (2) 16d PER JOINT\ r LMINIMUM 2"x4" SPF OR * SPACED AT 15'-0" MAX SYP TRUSS BRACING PLAN VIEW (13\, FRAME ENTRY TO BLOCK DET, ~ SCALE: 1/2" = 1'0" TRUSS BRACING OVERLAP ~ DETAIL (TYP.) S-:3 SCALE: N.T.S. - r\r- ~ ~ ~ ~ -UV-L- EDGE viEW 7/16" O.S.B. EA. SIDE 2X BLK'G. TO O.S.B. WI 2 - 8d EA. END SEE 6jS- FOR CONN. (3) 166 COMMON NAILS(TYP) , ~~ l\ ~/ "'--HEADER PER lOCATION -... (; ~ /. '" " / Y ~' WCj~ff~ ~~v / ~ 116" OSB WI 6d NAILS @~~ ~ 16" O.C. TO SIDE & TOP N~I~~~ ~ 2x WI (2) 16d TOE NAilS ~ f/ EACH END TYP. ~ 2x4 SPF CONTINUOUS BlOCKING..J ATTACHED TO 7/16" OSB WI (2) 8d NAilS. SEE DETAil ABOVE 7'-0" MAX WINDOW OR DOOR OPN'G , 11 \ DET. @ ARCH WINDOW FRAMING , S-3 J FRAME WALL 3-17-04 SCALE: 1/2" = 1'-0" W l.L.~Cl:: '00::0 W l.L.l.L. 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L.() ~ <( 0 >- <l:ICl:: I-- ~t::O Z ~ ('\J 0... z:3U ~ :5Cl::w CJ) 0 w~ ::5 D...ZO rJ)ZI >- L1J Q.. () -<l:rJ) ~~:J 0:: 0:: SHEET NO. CL 0:: 0 () 5-3 0 U W I-- ~ f'-- 0 OF I Z 0) rJ) 25 :J ('I) L1J 0 I-- 0 > LAST PLOT DATE N @ 0 March 01, 2005 Z --.J DETAILS - ALTERNATIVE WHEN TRUSSES RUN PERPENDICULAR TO WALL (2) 16d NAILS EACH END USP SUH24 EA END 2x AT EACH TRUSS -r DOUBLE 2X TOP PLATE CORNER USP LSTA12 w/l0-l0d NAILS B B A (2) 6d NAILS T&B @ 16" O.C. PLAN VIEW A-A (2) 2x4 HEAD OR SILL MIN (2) 2x4 SPF VERTICAL STU DS USP JUS24-2 ,. . .,,, . ",,, . .....' ........' .......... , "., . ';., , " ".. ' .,.. ' 'I'.... . .,.... . .. ..~...... 'T""~ '\"".. .. . ....,. ..... . 't .... ., .. .." .... ,. . ',.'" . .,.... .. ~.. .. Y" ..~.. .. "" .. . ....,. . ....,. . " J'; ,..; .."QII.' :',rf'/ '..~.. ,.;..~.. './. PLAN VIEW B-B SEE FOUNDATION PLAN FOR FTG REQUIREMENTS r BOTTOM OF TOP CHORD $- 2x4 @ 16" O.C. (4) - 12d NAILS TYP U,N.O. BOTTOM OF r BOTTOM CHORD $- ~c~v ~ 2x4 P.T. CONT. wi 1/2" DIA A,B. @ 48" O.C, & EA E D. SECTION AT BUTT-JOINT GLASS WINDOW SCALE: 1/2" = 1'-0" FRAME CONNECTION NO. 14 FLAT HD WOOD SCREWS @ 3" FROM EA END & 14" O.C. (3 SIDES) MIN, 11/2" EMBEDMENT MASONRY CONNECTION 3116" TAPCONS,g) 3" FROM EA END & 14" O.C. (3 SIDES) MIN. 11/2" EMBEDMENT SEALANT "995" DOW CORNING OR SCHNEE MOORHEAD 5504 TYPICAL FRAME: 0.187" x 1.75 x 1.125 THICKNESS = 0,062" wi EPDM RUBBER WEDGE " " " " " " " ~ ~ ~ ~ , SQUARE JOINT PLAN I I, I I 1 SEE FLOOR PLAN MITRED JOINT NOTES: 1. ALUMINUM ALLOY 6063-T5 2, GLAZING TO MEET ASTM E1300 3. DESIGNED FOR AREA = 10 TO 100 S.F. (INT. ZON i'u~C~ TEMPERED ELEVATION BUTT-JOINT GLASS WINDOW DETAIL v = 120 MPH FBC 2001 SCALE: 1/2" = 1'-0" REV. 9-4-03 AS MAX HEIGHT 70" (t= 1/2") 60" (t= 1/2") 50" (t= 1/2") 40" (t= 3/8") SEE PLAN FOR SPECIAL REQUIREMENTS ], I : . , I " ' lOd @ 8" a.c. STAGGERED EACH MEMBER (TYP.) TUD r . , , , , CRIPPLE STUDS @ 16" O.C. BETWEEN HEADER & TOP PLATE WHEN APPLICABLE - WI USP SPT22 AND USP SPT24 TOP AND BOTTOM EACH STU D (2) 2X12 No.2 SYP HEADER w/? /16" OSB SPACER UNLESS NOTED OTHERWISE ON PLAN BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT (2) FULL-LENGTH STUDS AT EACH SIDE OF OPENING TRIMMER STUDS: (1) REQ, EACH SIDE OPENINGS UP TO 6'-0" WIDE (2) REQ. EACH SIDE OPENINGS 6'-0" TO 12'-0" WIDE FRAMING AROUND OPENINGS SHALL BE NO.2 OR BETTER SYP SEE PLAN FOR ADDITIONAL SECTIONS REQUIRED (2) 10d TOENAILS OR (2) 16d ENDNAILS EA. STUD NOTE: SEE PLAN DETAILS FOR CONNECTIOI\iS THAT MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES e,CALE: N. T.e,. TYP, FRAMING '6) EXTERIOR DOOR OPENING , . ~, ' l ]' , , : ' , , " ' 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/? /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 OPENINGS 6'-0" TO 12'-0" WIDE lOd @ 8" a.c. STAGGERED EACH MEMBER (TYP.) FRAMING AROUND OPENINGS SHALL BE No.2 OR BETTER SYP - USP MP34 EACH END, TYP. - OBL. 2x4 SILLS FOR WINDOWS CRIPPLE STUDS @ 16" O.C. W/ USP SPT22 AND USP SPT24 EACH STUD (2) 10d TOENAILS OR (2) 16d ENDNAILS EA. STUD NOTE: SEE PLAN DETAILS FOR CONNECTIONS THAT MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES TYP, FRAMING '6) WINDOW OPENING e,CALE: N. T.e,. 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O:::.....J-...... ~Cl.. 00 '., w.....JO :::::J>~zo::: O'l<(~~ <(0 <(0 w ~ 00 (,) I ~ N Z f-(/) 3: CD 6zw <(CD~ (/)~Qo O:::NCD en . of-O o~~ Z ffiz(ju w~~ii 0 w<(u::~ II~. j:: ~ t/; - Z I- f- ...I LlJ ::;) ~o:::Uo o:::u...u.o.. ..... zW~.....J oO!J.iz 0 wO(/)S(/)u...Zo..LlJ en wZ(/)enZOQ ~C Z I :::) Z w Q ~ f- Z 0:: '_" f-O<(I(/)<(o:::::.o::J "WI u...z...l - o>en en o<(Cl..~Gj~Cl..g . IJ.I I-W.....Jf-O:::o.....JlXl-' C (/)".,<(- <(...I w.......O:::3:("I')zo::: 'LIJ J roO:::) O<(:::)CCCC '"'" w~f-~~Ol-...I::C C ~~~~~~~~i ~ ~ ~ t;; 8 ~ (j) t;;DD ii TYP. 8" MASONRY WALL/LINTEL GIRDER BM. OR WOOD TRUSS (WOOD TRUSS SHOWN) LD o -...... .-1 U-""" f-("I') <(Cl.. ceo LD-...... ~<( .-10 '~ i8~ (\JU) 'Z ~O (\J- ~U) > w a:: NO SCALE REV. 10/10/00 PJM UPLIFT CAPACITY - 1890 # SEE SCHEDULE z o f= ...: I- LD E 0 o 0 tI) ('oJ tI) u... .Q ("I') LD .-1 eno('oJz 0 %h~~wo -5 c ("I') , .....J W "- (C.....J~<(f- ~ 0"-u....-10:::<(.-1 ,.;: ce:::)u . 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Cl.. 0::: U 0 0 5-5 u w ~ l- I'"- 0 OF I Z (/) Q) 25 :::) ("I') llJ 0 0 I- ('oJ > LAST PLOT DATE @ 0 March 01, 2005 Z ...J DETAILS - 2 ROWS 8d @ 6" O.C \ /;(2) SYP#2 TOP PLATE 8d NAILS @ 6" O.C, ROOF OR TO BLOCKING \ FLOOR SHEATHING ~I I I I I I J.:~ X (2) 12d NAILS~ V" LSTA12 EACH SIDE TO BLOCKING US V @ EACH END OF WALL ~~CSSEY ~ SUH24'/ IX _ _ _ _ _ 2X4 BLOCKI~J--- ~ S~R~C~U~;L SHEATHING AT EA. ROOF l--01 (MIN. 7/16"). NAIL w/l0d @ PANEL JOINT AT USP SPT24- I _____3" O.C. EDGES STAGGERED 48" O.C, MAX @ EACH STUD V- & 6" O.C. INTERIOR - EXTEND TO ROOF SHEATHING :~ 1/2"x 12" A.BOLT 6" FROM ENDS 2x4 ~,PF STUDS THEN 32" O.C. - OR 5/8" w/8 1/2" @160,C'V:EMBEDWEDGEBOLT6"FROMENDS USP SPT22 ___ THEN 32" O,C. W/#3 PT SYP @ EACH STUD ~ BASE PLATE _ ~ TYVEK r ~I/!TAR PAPER WRAPPED 6" V UP EXTERIOR FRAME WALL AND SEALED BY TYVEK INSTALLER DECO FINISH W/ V STOP VU LKEM CAULKED TO ~TERMITE SHIELD ~TE,RMIT~ S~I:LD , .: ....,:...,,: ;':",: ;,>,: "',>,.: ,:,:',: "','~~ "-,. ".,,", '-, "'.,,", '- . '" > ' ' '. .' >. " " ~ ~" . t" ", ~ ~ ~'" "', . . .:' .: J. ;"',.;' .: J. ,<;"'".:' ,,"..i :/....: .,~; ,,'" '.,:: ,.~ .'(' ',,:: ".; ,~"~:: h; ,'~ "~ ", " . r_,." , 6", , "" . '. TOP SPLICE DOUBLE 10d <<1~ .1t/11,: 2"x TOP PLATE../~ L1/4" MIN. SPACE "~. .' r--" . ~., i'. r---:: . ~., K 2 ROWS 10d @ 6" O/C --1vL- * ___ 2"x STUD @ ~ 24" O.C. MAX. / ....../ 2"x P,T, PLATE~k" I f\-BOTTOM SPLICE OVER STU 0 NOTE: PLATE LENGTHS MUST BE V AT LEAST 8'-0" LONG, TYPICAL -- V J 5,TOP PLATE SPLICE DETAIL \~SCALE: N.T.S. I _ EXT. FRAME WALL I 20\TERMITE DETAIL , 5-6 I N,T.S __ TYPICAL INTERIOR J 3 'NON. ,RItLQ. \ 5-~ SCALE: N.T,S. KeV. l-.j-U.j A::S - .4'4'4'4'4'.' '''~~''''~''.'''~''.'''J-''.'''"" .... .I~.. SEE PLAN FOR DIM .. .. ,. .. .. , .. , .. ".. ,11.. . Ii, "i ~='..:.' .4 ~= . .. . .. . .. . .. . =3 I I' I to I I to . ~.";.. ~../:~.-;':-:'."'t~~..~~.-;~~.-;~.- N ~ '. . .0 . .'. o~~. . .'. '" :?: .. . .. ; .. ; .. ; .. 4"L 16" L;-I-- SEE FND. PLAN " FOR FOOTING SPECS, ~ INTERIOR SHEARWALL @ TRUSSES ~ 18 \STEP-DOWN, WALIL TO TRUSS , 5-6 ':-"0 SCALE REV. 9/30/03 AS SHEAR CAP. 500#/L1N, FT, ~ ~/8" ~~~~I~.~AIL ~/8" : - 3/4" 1/" ~fs \ (1/2" t!--:1. S ~ ?4 ~ 1: ~ 1/~" I I or -on} -... -. _1. I 'f it"' -0- + -~~ ;\- J1. SINGLE NAIL EDGE SPACING DOUBLE NAIL E6~E ~~A~NG f 2 - S.P,F. CONST. GRADE TOP PLATE SPLICE MIN 48" APART, ~ ~ Ir " - 1;= -II II - ?'.. - - 11r'r;,.- - 11- T -II' -~Ii I II I;:~~\:~ I II II II II II II 1111 , l\!ll I II It II __II )11 II III~ III I II II II II III OPE~ING '" ~ II " - 0 NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL II II II I III ~ III II II II II II II I;: 1r \. III II 0 NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL II II II III _ ~ " _ III II ~' @) NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL II II II II III I II III II II II I G) NAIL INT, AT 6" O.C. W/8d COMMON NAIL '6 dl = !!: =11 III I II III II II II I [) STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. FLOOR SYSTC\-1 II I ..JJ 11L...ll. If .JL' W/8d COMMON NAIL '-- 2x8 P.T, S LL PLATE ~ ~: CD NO SPLICE @ HEADER - NAIL SHEATHING TO (2 STORY O:-"LY) HEADER W/8d COMMON NAIL@ 4" o/e ___ 2x4 P.T. BASE PLATE I 7 , 5-6 ,WALL SHEATHING INSTALL. & NAILING SCHED. J NO SCALE REV. 02-11-04 MD ~12 SEE ELEY (TYP) I PRE.E~GI'iEERED WOO. D TRUSSES@24"0/C ~PLiFT CONNEC~OR (SEE SC~EDULE) I r DOUBLE 2"x4" :OP PLATE r j / 2"x4" SWJS @ 16" O/C ~ ~CR!C~ET~S R QU,RED SI\-1plor-..SP2@EA.S"~D-1if~I~~ ~~ APA RATED STR~CT URAL SHEATHING./ ~ ~ MIN 7/16" FASTE'iED ~O TRUSSES WI :F. ad COM\-10N WIRE NAILS @ 4" O/C 80"0"'" ,. DID com... DID "eco ". ~ S'VPSOr-.. S?l @ EA. STuD _ ~ - 2.x P.T. PLA. TE~ , '- MAIr-.. SPAN ROOF TRUSS 1/2" X B" "J" 30LT@ 24" Ole MAX../ . . / UPLIFT CO'<NECTOR B"XB"X16" K.O. BLOCK WI 1 #5 CONT.../"' (SFE SCHEDULF) A'JD FILLED WI 2500 PSI CO~CRETE / - - 1 #5 VERT. ,r-.. CO'JC. FILLED CELL -./ , WI STD. 90 HOOK I'J K.O. BLOCK 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 - I 4 \ 5-6 ,KNEE WALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. 12 ~ i\^^^^^^^^^~ . Il..,lA,l,l,l.... .~ 1/2" CEILING BOAR~~ l 3/4" P.T. NAILER ~ / 1/2" DRYWALl: _ -r CURTAIN NAILER 1 X 4 P,T. @ WINDOWS 1 X 8 P,T. @ S.G.D. PROVIDE BLOCKING @ / BEARING TYP. SEE 9/S-3 uuu _uu__~ TRUSS/JOIST/RAFTER ~ :~SEEPLA' ..,) 2 - 2"x4" TOP PLATE ~ CONST. GRADE SPF lOiS- SPLICE MIN, OF 24" APART SIMPSON SP 2 W/6-10d TO STUD & TO TOP PLATE 2" X 4" SPF STUDS @ 16" O.C, W/SIMPSON SP 1 & 2 EACH STUD SIMPSON SP 1 W/ 6-10d TO STUD & 4-10d TO BASE PLATE 12 PRE-ENG. WD TRUSSES @ 24" O,C. ~5 INSULATION BAFFLE BATT OR BLOWN INSULATION MIN. R-19 I ~ TRUSS ANCHOR (SEE PLAN) :...........~ FIBERGLASS SHINGLE :........... ROOFING FELT ~^^"^^~^^^^~n.J't!... ~ I/" SEE ROOFING SCHEDULE 1'~).).~'t......J...~ 1/2" CEILING 'BOARCc ~ ~ MET~L DRI; EDGE - USP SPT24 AT TOP -".......... ~ AND USP SPT22 AT BOTTOM ... ~ 2" X SUBFASCIA 1/2" DRYWALL ~I ~ CO NT. VENTED ALUM SOFFIT OPTION: - _O.H. _ ~(2)-2" X 12" SYP BM. OR WIF85 MAXIMUM OF (3) 2 X 4 PLATES MAY BE !3EE ELEV (UNLESS OTHERWISE NOTED- SEE PLAN) ADDED BELOW THE HEADER W/ EACH . NAIL @ 6" O.C. PLY ATTACHED W/ (2) ROWS OF 16d W/2-2" X 4" SPF TOP PLATES NAILS AT 8" O.C. MIN. SPLICE 48" W/12d @ 6" O.C. 5EE 26/5-4 OR 27/5-4 l/: ALUM FRAMED WINDOW w/ SCREEN FOR MORE INFO @ OPENING NOTE: 40" MAX. SILL CEMENTITIOUS DECORATIVE FINISH HGT. ON ALL BEDROOM 7/8" THICK PER ASTM C-926-98A WINDOWS. -2" X 4" @ 16" O.C. (2) 2 x SILL~ W/2-12d EA. END W/ APA RATED 1/2" DRYWAL 7 STRUCTURAL SHEATHING (MIN. 7/16") NAIL 3" O.C. TOP & BOTTOM, 4" O.C, R-ll F.G. BATTS S-6 SIDES & 6" O.C. INTERIOR WOOD BASE P.T. 2" X 4" #2 SYP BASE PLATE ~~ . ~ w/1/2" X 8" A,B. OR 5/8"X7" CONC SLAB~ \. "\.: L1Q..J WEDGE BOLT, w/2" WASHER @ 6 X 6 10/10 w.w.M'1 " '\2=9J 32" O.C. MIN. 6" FROM END I- ~ GRADE 6 MIL VIS9UE~N,1i" ~','; ,,','>,.\? r_,,-/- _ ~o.P OF ~LAB + ~>.,. > ',,' ~1:5:W : TREATED I ,,;:,~../,.~ C\l00 0 , , " - . ' "" ...J e:( C\I CLEAN FILL: . ~,>,: :,~ ~ 13 , "'- SEE FOUNDATION PLAN ~~ --------- I ~ ~ METAL DRIP EDGE [J~ " ~ ~ ~ 2" X SUBFASCIA ~f--........... ~ 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, ~PRECAST "U" LINTEL ALL OPENINGS .....;: UNDER 6'0". ~ ;....- FILL CELL -1 #5 DIA. REBAR W/ 3000 PSI CO~C. ALL LOCATIONS SHOWN ON FOUNDATION & FLOOR PLANS ALUM FRAMED WINDOW W/ SCREEN MARBLE STOOL 1 X 2 P.T FURRING R4.2 FOIL INSUL ON EXT ~ BLOCK WALLS ~ PRECAST CONC SILL 1 X 4 P.T. BASE NAILER k0 8" X 8" X 16" CONC. BLOCK WOOD BASE CEMENTITIOUS CO~C SLAB ~ DECORATIVE FINISH FTG. DOWEL #5 DIA. REBAR SEE FOND, PLAN ~..... ~ 7" IN FOOTING. EXTEND 25" (ACI 530) 6 MIL VISQUEEN . . ABOVE SLAB, ALL LOCATIONS SHOWN ON FOUNDATION PLAN : , . ., '/- GRADE :. ..~' '> ,.,.., _ _____ TOP_OFSlAB--L<b : .:. '.' ., . .=~ "-P j JI'm~] ,~ 1/2" x 6" A307 A.B. OR ~ 5/8" x 7" SIMPSON TITEN HD (/THREADED ANCHOR W/ 5" MIN. EMBEDMENT W/2" WASHER @ 32" O.C. m MIN. 6" FROM E~D W/P.T. v. ' . ' .~.. '. ~2'G~YP BASE PLATE ";J'~~.-;~--r:<tJ. t> 'to If,'J ,~:;-~-~--:,~-,~,U\: : " ~...J, .,,' I~F N J ~r~--~ J ~ . ., Ill. "" ' '''''!It., , '0' . '0' . " .. II '" . .., r 16" T W/2500 PSI CONC. I, )r W/2 #5 DIA. RODS MIN. LAP 25" (ACI 318) INTERIOR BEARINGSEE FOUNDATION PLAN ~~/UPLIFT \~ 5-6 J NO SCALE REV. 8/14/00 PJM ~ UPLIFT VALUES - (DOUBLE SIDE CONNECTORS-DOUBLES VALUE BELOW) 1 (EACH CONNECTOR) EACH STUD - 535 LBS. PER TRUSS TREATED CLEAN FILL ;,,.: 8'-0" MAX, ..'. .,; ,; 4!........! · SEE FOUNDATION PLAN -9' TYPICAL WALL SECTION , \Fx I ~R IR FRAME , 5-ElJ 8-12-03 REV. AS. SCALE: 1/2" = 1'-0" - {8\TVPICAL WALL SECTION CONCRETE BLOCK \...5-6 1 SCALE: 1/2" = 1'-0" REV.6-9-04 MBL - W ll..~0:: '00::0 w ll..ll.. f-w f- e:(o:?:z I" ~-O:::l LJ....I X~O::O () O:::lll..u L- O::OZU r- Q.~we:( o ~O~b Z wO::f-z O::ll..w ll.J e:(zO::O '1""1 oWe:(O ......, w~(/)o <( f-~ZZ f- gwQe:( O O'o::(/)w e:(Z:?: o ~(/)We:(z LL c.=lZ~tEQ e:(000f- w bU'iO::f-C5 0::: 06JQ~:J <( ll..""o::uQ. w.-,:;wOQ. ::) o::of-...Je:( r'V e:( Z []J ...J ......, :::l...J-0::...J ,,, O'...J . e:( VI (/)e:((/)O~ O::...J........ ...Jw...JO ...J>~ZO:: e:(0:>e:(0 ~~...J ~ (I) 10 ~ ~ c=::J 0 ~ Q>.- 0 ~ ~ N"\ Q) (.) U'i '--' -...... L.LJ ~~~~ I (/) ~ 0 en CO Q. ~ Q>C8o - 'OJ) Li: ...J ns'- -:::l ...J lIIo. (/) ~ []J <( OQ)w 0:: "C u f- E ~ ~ ~~~ t3 ~ ~ ...J('I")Li: ~~ []JOll..~ ..... ) ""X;::7" J: w I'- 0 LL c.=l C\I ('I").-.;t z<'1 ('1")0 e:( ...J ('I") <'1 0:: ll.. C\I C\I ~ ~. @ @ (/) Q. 00 00 iJ'l0 r-:.r-:. .-.;t Q. 00 (9 - O'le:(.-.;t.-.;t . ~\t ~ ~~ J:) ''---- w c.=l Q() 0 I ~ ('l,/ Z f-. (/) :5: (l) - c.=lZw e:((l)..-l (/) ~ Q 0 0:: C'II (l) (/) . of-O O..-l=l:1: Z ffizC5u w~fgLi 0 wz~Li:c.=l II=I:1:. i= _(/)-z f-f-....LlJ :J c.=lo::f:clo o::ll..LLD. ..J zWQ.-l 00..0 WO(/)S(/)ll..z~f5 (I) WZ(/)[]JZOO c I:::lZwQWi=zo:: Z f- 0 ::5 I (/) <i! 0:: ==::J 5a 6zQ.f-;>wooCO (I) e:( I W (/) Q. 0:: . LIJ f-w::;Jf-O::o...Jco.... C (/)c.=l......- e:(...J woO::3:('I")zo:: 'LlJ -( []Jw:::l>-oe:(:::lc:(c:( W...J0...J~0f-""::C C I:5::::lQ. w~o::o c:: 1-00:::?:~z0::5:E 0 8 ~ 1/) 8 ~ ~ 1/)00 Li . O'l o ('I") C\I 6 Z 00 0 Dl' ~ ...: I'- ...... I- O(/)!-. iJ'l ~ ;'ffi4) 25 b~~ i C('I") ,i~~ L- ~...J:;~f- ~ Oll..oo:::le:("" "f-u(O u)~bug;"" w Q..-.;t:::lf-O'l f- '"" 0 0:: 0:: . .... iJ'l Q.If-WO ...... O'l e:( Q. (/) U Z 0 o o Ul W f- :J 0 ZU1~t' o ci ,... t' - > I N U1 .J ID U1 - [l] 0 I > Ul ID (iWMUl ll: t' ~ 0 M I D. I .J M U1 U. ,... ~ f- <t r1] ~ U1 Q. I I- W ,... ~ ~ .1- Z o o Ul o z: !2! ~(/)r.;) (/)J:- 0 Wf--(/)W::i oz(/)::::!< 00-J:> z~!:::s:(/) <NWO::W r.;)""'~00 ~o::ooO s:PWwu <u.. ....JI- o::o2=~z o::Jo::(/)~ ~;;~oo:: 2=~<~i3 NU) LD6 NU) ~> w ~ iJ'l o ........ "" u........ f-('I") e:(Q. 000 iJ'l........ .-.;te:( ",,0 '~ :B:?: I'- W-.J 0) :?: en O-.J ll.J 0 0 0:: z<C () >-ll..z ....J zf-O 0 <(3: - e:(z- ....J f- zw~ I -(/)> o::~ OZ- C\J - 0 woo :c uue:( Z :::l 0 L() <!JW OZ- oWO:: o::f-O I S Zl- f- Q.t::u: I'- I wO::...J W(/) 0:::5:e:( wwO:: ~ lLJ (!) []JIf- W 0 (Y') - f-f-~ Of-u ~ - ~-.JO a:: Z:::l > >-00.: LO ~ <C 0 >- e:(IO:: I- ~t::o Z 3: ('\J a.. z:5:u ~ ::5O::w (f) 0 w~ 5 Q.ZO (/)ZI >- lJJ Q. () -e:((/) ~~:::l 0::: 0::: SHEET NO, Q. 0:: 0 () S-6 0 u w I- :?: I'- 0 OF I Z 0) (/) 25 :::l ('I") W 0 I- 0 > LAST PLOT DATE C\I @ 0 March 01, 2005 Z ....J DETAILS - HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS HEADER ANCHOR NAI LED TO TOP PLA TE~ , HEADER & JACK STRUCTURAL NOTES SEE SHEET S-7A FOR ADDITIONAL S-7 DETAILS NOT SHOWN 2 X 4 WALL 2 X 6 WALL NO. & SIZE OF RAFTER TIES EACH END 6) WOOD: 6.1 WOOD STRUCTURAL FRAMIr\G 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 S10 & BTC -#3 SYP PT -SPF STUD OR CONSTRUCTION GRADE -SPF STUD OR CONSTRUCTION GRADE -#3 SYP PT HEADER SIZE & GRADE OPENING JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END l' - 4' (1) (2) (2) (3) (1) (2) (2) (2) (2) 2X12" 2SYP (2) LSTA 30 ........: ~/: SINGLE OR 2 PLY :: GIRDER TRUSS " " " / ....> :: ~ USP LTS20B w/l0-16d TO GIRDER TRUSS (UNLESS NOTED OTHERWISE ABOVE) #2 SOUTHERN YELLOW PINE WITH AN ALLOWABLE BENDIr\G STRESS (Fb) PER NDS := 1250 PSI AND A MODULUS OF ELASTICITY := 1,600,000 PSI 6.2 DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE, LATEST EDITION, HIB-LATEST EDITION AND QST-LATEST EDITION. 6.3 ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6.4 ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 6.5 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES, 6.68d NAILS ARE RECOMMENDED FOR ALL SHEATHING NAILING. IF .099 DIA NAILS ARE USED ALL NAILlr-\G PATTERNS SHALL BE MODIFIED TO THE FOLLOWlr-\G 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 4' - 9' 9' -16' (3) (3) (2) (3) ~ SEE SCHEDULE ~~'0~. ""::::.:: '-.: ~ 2-ROWS 12d NAILS STAGGERED @ . ~ ~ 12" OIC EACH FACE OR 3-ROWS ~ J~ ~~ 12d NAILS STAGGERED @ 12" OIC . . ~'t "'......... FOR 2"xl0" OR GREATER HEADER '- "'-..'\ I~ :--.... ..... . :-........ ~............. ~ (3) S.Y.P. 2x4 w/l0d @ 8" O.C. EACH WAY REFER Tu 26/S-4 OR 27/S-4 ........:......... \ ~ ........./ ~2-2x4 SPF TOP PLATE * WH EN STU 0 LENGTH is LESS------ THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE WI 11 - 10d NAILS f\ DOUBLE 2 X 12 NO.2 S,Y,P. rL HEADER WI 1/2" FUTCH PLATE OR WI85 JOIST HEADER. (U.N.O.) V- 5/8" ALL THREAD ROD WI ~ :: SIMPSON SET EPOXY :: ~.- BOLTS WITH 4 1/2" EMBED TYP ( 8 1/2" EMBED WHERE STEP DOWN OCCURS) INSTALL PER ~ MFG. SPECS. ~ (~ P.T. #3 S.Y.P. 2x4 BASE PLATE ~ HIGH UPLIFT FRAME WALL (5E.T,GIRDER/BEAM CONN. , I NO SCALE UPLIFT CAP.: wi 2500 PSI CONC. = 1750# GRAVITY CAP @ BUILT-UP COLUMN (3) 2x4 SYP @ 8'-0" HT.=5175# 1, PLYWOOD AND SIDING: ( FIELD) USE 8d NAILS @ 12" O,C. ( EDGE) USE 8d f\:AILS @ 6" O.C. 2. GYPSUM: ( FIELD) USE 5d NAILS @ 10" O.C. ( EDGE) USE 5d NAILS @ 7" O.C. 14FT. @ I ~---------------------------------------~. I ' I " Q) I 0) ',' : "{?)1'2"4, rr.: I " \!y, I t I I t 5 FT.r----4fi.-----------CV------------J ,,' : @ I - L._ -~ - , ... I ' I ' :--4-Ff.-C2)------- @ Q) ---~-4-h. 1- @ 16d NAI LS @ --..... 16" OIC TYP. " '. DOUBLE 2"x4"-- CRIPPLE STUD TYPICAL (U.N.O.) \ FILLING AND BLOCKING AS REQUIRED FASTENED TO I-- HEADER W/(2) ROWS OF 12d @16" OIC UNLESS r\OTED OTHERWiSE NOTES: TRUSSES MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS TO BEARING WALLS TRUSSES, GIRDERS, AND BEAM TIE DOWNS TO BE SIZED PER TRUSS MANUFAC- TURERS UPLIFT CALCULATIONS. ANY QUESTIONS AS TO THE SIZE, TYPE, OR VALUE OF A NAIL, STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUCTURAL ENGINEER OR ARCHITECT. BEARING WALL NAIL PATTERN: ~~;;t V-2"X4" STUDS TYP. V-USP HTT16 WI (18) 16d NAILS AND A 5/8" EXPANSION r.-: ANCHOR WI 6" ~l~ EMBEDMENT U.N.O. OR I- 8 1/2" AT GARAGE STEP DOWN P.T. BOT. PLATE O,o~ IVitt;, HOLD DOWN CONNECTIONS G NOT REQUIRED @ BEARING WALLS WITHOUT UPFIFT REV. 3/20103 MJB J , -. 11\WALL HEADER DETAIL 7 SCALE: N.T.S. REV. 10-28-03 AS. - ROOF NAILING SCHEDULE: NAILING ZONES ZONE 1: 8d NAILS @ 6" O.C. IN FIELD 8d NAILS @ 6" O.C. ON EDGE ZONE 2: 8d NAILS @ 6" O.C. IN FIELD 8d NAILS @ 6" O.C.ON EDGE ZONE 3: 8d NAILS @ 4" O.C. IN FIELD 8d NAILS @ 4" O.C. ON EDGE GYPSUM CEILING: USE 5d NAILS @ 7" O.C. - ~.USP LSTA30 w/(11)-10d TO TOP PLATE AND (11)-10d TO STUD. MAY BE ANGLED UP TO 10 DEG. f'. K ~ ~USP LSTA24 WI (18) -10d AT ~ ~ 2'-0" O.C. MAXIMUM ~~ 2-2x4 SPF (/ ~ TOP PLATE l'-....... 2-#2 SYP 2x12 OR WIF85 i"......... i""' HDR, UNLESS NOTED I ~ OTHERWiSE (SEE PLAN) L--~ (3) S.P.F, 2x4 wll0d ~, .- - @8" O.C. EA. SIDE ~ (2) 10d nails @ 8" a.c. , 4 '-0 "TO TRUSS TOP CHORD I + PLYWOOD ~: +: . ,.-; SHEATHING I + + i IHU~' · /: :.~ ~~. t..1"4'1 LINE OF ROOF : LX4 :SYI-'--/" .f111 ________:.....+: BEYOND I EACH TRUSS ................+ + 'CONNECTOR'0D J- I "\(~:~ 2X FACIA SEE L1NTE~ \ " 2 X 4,,~~F~T~3) 10d SCHED. FRAMIr\G @ NAILS 2'-0" O.C. TYP. USP RT3 EACH STUD 2X4 P.T. CONT, WI 3/16" DIA. TAPCONS @ 16" O.C. WI MIN. 11/2" EMBEDMENT ALLOWABLE FASTENERS CONTRACTOR NOTE: ALL DRILLED AND EPOXIED HOLES MUST BE PROPERLY VACUUM, BRUSHED, AND BLOWN CLEAN PER MFGR'S RECOMMENDATIONS TO ACHIEVE UPLIFT CAPACITY USP HTT16,~ :: w/18.16d NAIL~ ~~ /' \ PRE-Er\G. TRUSSES _ SEE ROOF PLAN FOR CONNECTION ~ - USP RT7 TO ""~ ~ EACH TRUSS ~ l 2X4P.T~i:~N;;L ~ ~~ CONT, ~..~;:" ... ~~ PRECAST ::: ~.':"~>". '.... . lA, '~~ 7/16" O.S.B. ".:::~V SHEATHING . ./ ~ 2x8 @ 2x8 CONT. -----'" ~. 2'-0" O.C. TOP & BOTTOM SIM. f 24 "\ \V ~ ~ \ ~I( ) () ()( ) ( ) I....... 1"-../ ./ ....... "- 1 G.C. VERIFY INTERIOR ~ 1/2" GYP. BOARD OR 2x STuD; ~ EXTERIOR STRUCTURAL r ----- SHEATHING (MIN. 7/16") ~ VERIFY WI PLAN ~ WI 1/2" ANCHOR BOLTS ~ 6" FROM END OF EACH ~ SILL PLATE, .......--... SEE 6/S-6 I 30\EXT. FRAME CORNER , J SCALE: 11/2" := 1'-0" A: CEMENT COATED SINKERS B: BRIGHT COMMONS C: SPIRAL OR RING SHANK NAILS D: CLIP HEAD GUN NAILS .-^<- ~ EPOXY ANCHOR WI 81/2" EMBED. INSTALL PER MFG. SPECS. _____ No.2 P.T, 2x4 ~ BASE PLATE /1f1d@3"a.c.TYP. EXTERIOR . STRUCTURAL lkHEATHING (MIN. 7/16") -- I , -. 6 "' HEADER OPENING I 26 \ SECTION AT ROOF EXTENTION , J ABOVE SGD N.T.S. REV. AS 4-6-04 I , -- 19"\ SECTION DETAIL @ ENTRY I N.T.S. - NO SCALE UPLIFT CAP. AT HEADER REV, 1-27-04 AS 1 STRAP EA. END - 1255# ~ ~ ~I .~ I I I I I I I v: I AT 16" O.C. /If-11 STUD TO BOT PLATE: I USP SPT4 OR SPT22 ""-- I WI 6 -10d X 11/2 "" ~ i ~ JI",,'.t:......... 1/2" X 8" I"- 'I- ............. V=f.,; -'= ~ ANCHOR BOLT 'C./- @ 24" O.C. SEE SIM (];) [FOR GABLE CO. NNS, TYP. ABLE. TRUSS ~ ~~~I~S \~ _ ~LAN , '" L.;7 , 0"'-...... ,",'0 - CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE IC- /~2d COMMONS AT ./ 6" O.C. MAX TO LEDGER 2X P.T. CONT, T & B / WI (2) 12d COMMONS >< EACH STUD ____-2X4 P.T. CONT. .....~ WI 1/4" DIA TAP CONS WI 11/4" MIN. EMBED AT MAX 12" O.C. [MIN (2)] T&B 7/16" OSB W/8d COMMONS @ 6" ON EDGES & 12" IN -"" FIELD ~ I STU D ANCHORING: I STUD TO TOP PLATE: USP SPT4 WI (6) 10d X 11/2 OR USP SPT24 WI (6) 10d WI 6 -10d X 11/2 I 2 X 4 SPF CMU WALL SEE PLAN o SEE TRUSs---/" PLAN ~ 2 X 4 P.T, ~ ~. 1"- "- 1"- Ii- ~ = ....----7/16" O.S.B. SHEATHING ~7""~ WI 8d NAILS @ 6" O.C. _ A ~ EDGES & 12" O.C. INTERMEDIATE i" I c ____ I _ --- I- I _ -2X P.T. @ 2'-0" O.C. MAX I - NOTCHED T&B @ LEDGER I - TOE NAIL TO LEDGER I = WI (2) 8d NAILS I .;;. 1- A _ V r24 ,TYPICAL BUILD OUT DETAIL "--JNTS LI NTEL ~ 8" CMU WALL ~ - J 16 \ KNEEWALL @ ENTRY , rN.T.S. - W l..I...~O:: '00::0 W l..I...l..I... ~~~~ ~-O:J W x~o::o U O:Jl..I...U I- o::ozU CL~w<l: o ~0~5 Z wO::f-z o::l..I...w W <l:zo::O I'M OW<l:O \"J W:::s::(/)O <:( f-;::zz I- 0 o<l: :JW-w o O~\2~ o t:](/)W<l:z LL <.::lZ~EtQ <l:000f- w 5u;0::f-5 0::: 06]Q:::S:::::::i <:( l..I..."",o::UCL W""'WOCL ::J o::of-~<l: rv <l: z '-U ....J \"J :J....J-0::....J en o(/) <i (/)- 0 <l:~ O::....J........ ....Jw....JO ....J>~zO:: <l:0:><l:0 m~~:Q' 'In0 ~'u ~ ~ <r: CO ~~~u; I U) 0 ~ (J) ca is: <.::l Q)c8~ - 'OJ) u: ....J fa.- -:::J --' ... U) b:: ClJ <I: Oa,)w 0:: "C U f- E ~ -=-- ~- - (/) ~- / ~ ~ ~ ~....J ('I') l..I... >< ~~'G) ~R ~~ <.::IN ('I')o;;t z('l') ('1')0 frY ~ (t ~ u: 83 83 I' ~ o. 00 .~coco r:-- (/) CL co co UI-. L!) 0 r-:. r-:. o;;t CL 0 a ~ c..9 '-- (j) <l: o;;t o;;t ~ W <.::l 0 :r: z 00 f-.(/) 3 ~ ~ <.::lZw <l:CD~ ~ (/)~Qo O::C'\ICD en . of-O O~:t:I: Z ffiz5u w~lRLi 0 w;::u:<.::l II:t:I:. t= ~(/)-z f-f-....UJ ::) <.::l 0:: ~ 0 0:: l..I... LI. Q. ...J ZWCL....J aOLLiz 0 WO(/)S(/)l..I...ZQ.UJ en wZ(/)ClJZoa C Z I:JzwQ::Jf=z~ f- 0 ::i I (/) <l: 0:: ~:J CJ ~ZCLf->W~Oln en <l: IW(/) ~. LU tnw~t::O::O~ln~ C W g 0:: 3 8 ~ 0:: c:i UJ c::c ClJw:J ....:J c( W....Jf-~aOf-....:x: C I3UCLNwU~O 0= f-0~~~~~~:iE ~ 8 ~ t;) 8 3 u; tnDD Li (j) a ('I') N o Z co a . co ~ ~ ~(/)~ L!) ~ ;~~ 6 ~ ~ l..I...Z -('I')L!) ri ClJaN a C)f'.-riw .s::: 'a.QN N U c ('I') , ....J W "- ~....J:;~f- ~ al..l...CO:J<l:ri . ror-:.f-~(j) (/)"'aU~ri w Q. o;;t :J f- (j) f- ri 0 0:: 0:: . <l: L!)Q.If-Wa (j) <l: CL (/) U Z 0 @ o o Ul W I- J 0 ZU1~t' Dcir-t' - > I N Ul .J C' IJl - [l] 0 I > Ul C' (iWrr]Ul L! rr] t' A 0 I " I .J rr] a. Ul u.. r- ~I-<(ro ~Ul!l.' L W r- r ~ ~ .~ Z o o Ul . a z W t:l(/)Z V;I~ a Wf-(/)W:J az(/):::!< aO-I> z2t:::::(/) <NWO::~ t:lrl~oa ~o::aaO ::pwwu <W-I--'f- o::af-~Z a:Jo::(/)i;! ~~~ao:: i=~<~i3 L!) a C\l (J) ~ ,,", z u........ ~I 0 f- ('I') <l:CL C\l (J) co 0 .-i _ L!)........ > o;;t <l: W ri 0 ':::S:: 0::: ~ ~ I"- W....J en ~ (f) O--.J w 0 a 0:: z<( U >-l..I...Z -.J Zf-O 0 <($ - <l:z- -.J I- zw~ I -(/)> o::~ 0 OZo C\J - tjo<l: :c Z :Juo LO <DW oz- awo:: o::r=g I $ Zl- I- CL-l..I... ('... I wO::....J W(/) 0::3<l: wwO:: ~ lLJ o (V) C!) ClJIf- W - f-f-6] af-U ~ - ~ ....J 0 0::: Z:J . > >-aCL LO ~ <( 0 >- <l::r:o:: ~ ~t::a z$ N a.. 3u ~ (f) ~o::w 0 w~ 5 CLZO (/)ZI >- lLJ 0.. U -<l:(/) 2=~:J 0::: 0::: SHEET NO. CL 0:: 0 () 0 8-7 U w ~ I"- ~ OF 0 I Z en 25 (/) :J ('I') lLJ a ~ a > LAST PLOT DATE N @ 0 March 01, 2005 Z -1 DETAIL5 - ... TIE-BEAM . PRECAST LI NTEL 2"x6" P.T, WOOD JAM DOOR AND CONNECTION PE GARAGE DOOR MANUFACTURER TYP. GARAGE DOOR TRACK MOUNTING DETAIL SECT. OVERHEAD GAR. DOOR INSTALL SCALE: N.T,S. FASTEN PT 2X NAILER TO MASONRY W/ 3/16" X 3" TAPCONS 6" FROM ENDS AND 16" O,C MAX. FASTENING TO WINDOW TO BUCK RESPONSIBILlT OF WINDOW MANUFACTURER. 2X BUCK DETAIL SCALE: N.T.S. FILLED CELL W/ #5 VERTICAL (5) 1/2" DIA. x 8" "J" BOLTS 1/2" X 8" A,B. ,,~ W/2" WASHERS SET IN TYP. 0 FILLED CELL MIN. 5 PER 0 JAMB. ~ L SECTIONAL .-1 @- OVERH EAD 0 DOOR 7 P.T. # .-1 SYP 2" X 6" , .-1 OVERHEAD "r SECTIONAL .-1 DOOR TRACK W~ 3{8" X 11/2" @- S EE LAG GARAGE SLAB BOL T W~ "r WASHE . MIN. 6 PER TRACK .-1 TO JAMB. @ ~ ex) CONT. WOOD TRIM WALL AROUND GLASS BLOCK- THIS IS NOT A FRAM E EXPANSION STRIP ~CHANNEL PANEL ANCHOR ATTACH W/(2) 1/4"x2 1/4" TAPCON SCREWS WIWASHERS @ BEND-EA. HOR!Z. REINF. HORIZ. REINFORCI~G INSTALLED PER MA~F. INSTRUCTIONS MORTAR JOINT HOLLOW GLASS BLOCK GLASS BLK. PANELS SHALL HAVE REINF. IN THE HORIZONTAL MORTAR JOINTS, EXTENDING FROM END TO END OF MORTAR JOINTS, BUT NOT ACROSS EXPANSION JOINTS, WITH ANY UNAVOIDABLE JOINTS SPLICED BY LAPPING THE REINF. NOT LESS THAN 6". THE REINF. SHALL BE SPACED NOT MORE THAN 2' APART VERT. FOR 37/8" BLK. & 16" APART VERTICALLY FOR 3 1/8" BLK. IN ADDITION REINFORCEMENTS SHALL BE PLACED IN THE JOINT IMMEDIATELY BELOW & ABOVE ANY OPENINGS WITHIN A PANEL. THE REINF. SHALL CONSIST OF TWO PARALLEL LONGITUDINAL, GALVANIZED STELL WIRES, 9 GA. OR LARGER, SPACED 2" APART AND HAVING WELDED THERETO 14 GA. OR HEAVIER CROSS WIRES AT INTERVALS NOT EXCEEDII\G 8", OR THE EQUIVALENT APPROVED BY THE BUILDING OFFICIAL. GLASS BLOCK DETAIL SCALE: N.T.S llJ () I- o Z llJ (!) ~ o o LL llJ 0:: <( ::) a en W ~ ll..<1::0::: '00:::0 W ll..ll.. ~~~~ ~-O::J :;<(/)0:::0 O~ll..U o:::ozU o..."",w<1:: o...""'~f- <1::0<1::0 wO:::f-z O:::ll..w <1:: zo:::o ow<1::0 W~(/)o f-~ZZ o 0<1:: ::Jw(f.iw o~z~ ~(/)wC2z c.;IZ~ll..Q ~Qoo~ o(/)O:::f-u oE5Q~::::j ll.."",o:::uo... w""'woo... o:::of-....Jen<1:: <1:: z ....J ....J- ....J ::J....J _ 0::: ...... o(/) <1:: (/) 0 ~....... 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Description Single Single Single Single Single t--f -J.A' DOOR LABEL PRODUCT ACCEPTANCE NUMBER - DSI-222 F"INAL ANCHORINy OF ^ WOOD FRIIME UP TO 5'-+ x o'S SINGLE INSWING UNIT W/WO SIDEUrrS PRODUCT ACCEPTANC( No.: 051222 .. 1:1 -j r-s" f ,. ~ cb OJ ~@ "'-'0' -(1) 0- 6"-j r-- (jj- 30" ...!.A . .. .. -(j) =@ -0 (1)- (it.- S 1/2" t .... L - : (1)~L , B t... 30" -<V 0- -.!.A';: ;-~ cp (1)1- _ W'/2t41/':-) L 3 #10. ~_fLl..T H.UD 4 #10 . 1 3 4" ft,I.T H(.oID 5 #10 x 2" ft,I.T HEAD 7 #10. 3" PHIUJPS FV.T HtAO r'E' 2" TYP. """"'1 t-4 112.f. 1/':---1 -~ --:\ r-2" TYP. to<b ) tv cb cb ~ ~'D' 1m' 1-(1) 'B'- .... I ~ 5 1/2" L I \V 30" -'C' -(1) -'A' ~ Cf (!) (i) .t7' <V~ --l l-. 'I"~ · 1/';'~ l- 0- 0_ 'B'( rEO I .1 ~'\c"JI "" 9 7/S" ~'- I :>:'f:..&._ J iJr_ 'W. CJr ...-...:., .. rr HlNCE DETAIL 1Qlt: II/N)/ SIOa./Tt IS AITH:HCD TO HIH(;t. JN4 II I@ ~!IlJST fit lJSl'l) ~ OF It. ~ SCR€'III N#O A ,(Z) SCJIDI PDt SCREW SC11COOlE. 'E'"",- ~ ~-<~ . .r L.4TCH DETAIL ~ ~ SJOO.JT( IS ATTACHED TO I..4TCH JI.\tlI lJSC #8 x 1 3 / 4 " P'H1U.Jf'S FiJ, r /1IEAO S(;R['WS w SlRH(E PU1l.S. ~ I (4) SCREW INPlXt OF I (?) f'ROW ~ SCHEDUlE. ,~ ~\i~~ -......:~ ~'- 5 r"2"J \..) 1.4,q. '- aMU, l:dI~~ I..lK ............, L.- 'iJ'- sa LO<:J(~ ~ACruIlfltS INS'I1lUCTlOHS ~'i ...~~ INSWlI\lC 'rHRESHOtD ~t) J"".~ THRESHOlD (~) ~ ~ RARRlrR-FRfr Thr.si>41d Size; up to 5'4,,6'8 Product Acctptante No: D81-222 ~8 (wood iamb) Canftgllration: 2'0 2'4 2'6 +110 -80 +80 -80 +80 -80 x. OXO. XO. OX 2'1\ )'0 +S!). -8U +.~o -80 +60 .{,O +<)1). -iJO .50 /;;7 +5()~>(! ~so'.{,() ..SO-6!) Smsle Opaque W /Sidelilcs SinIle Qlao-.I'd WISideli1u (Door doots not med Missil~ lmpac1) Tr:st. 210-19S1, 210-2024 ..7S -80 (1)_ 'C'- (j) ~ .77 +()O .71 Mfs- \>:0'; NI<l\ Y a pt~,s I P1ast;>ro NAN Y A PLASTICS CORPORA nON I PLASTPRO, LNC. DISTINCTION FIBERGLASS DOOR PRODUCT APPROVAL TEST RESUL TS INSWING: Opaque and Glazed Max Door size: 5'4" x 6' 8" DESIGN PRESSURES OPAQUE DoorS~ ~r~~~ 2'0" x 6'S" +80 -80 2'4" x 6'8" +80 -80 2'6" x 6'8" +80 -SO 2'8" X 6'8" +80 -80 3'0" x 6'8" +80 -80 Drawiol! # 99-01 99-01 99-01 99-01 99-01 Single w/s1 2'8".x 6'8" +60 .60 Singlew/sl 3'O"x6'8" +60 -60 99-01 99-01 Configuratioo: X, OXO, XO, OX Test ASTM E-330.90 AAMA 1302. S ASTM E283.9l ASTM E331-96 TESTS D<MrlDtloa Uniform Static Air Pressure Forced Entry Tu1lM:.tloa National Certified Te5ting Lab Orlando, Florida National Certified Testing Lab Orlando. Florida National Certified Testing Lab Orlando. Florida National Certified Testing Lab Orlando. Florida Air Infilttatioo Water Penetration Product AcceptancelLabel No: D81-222 DeKriptioQ. Single Single Single Single Single Single w/sl Single w/sl Teat Date 1lI03/1997 0410 Ii 1998 1110311997 04/0111998 1110311997 04/01/1998 11l03Jl997 04/01/1998 - ~~--~----------- Door Sa 2'0" x 6'8" 2'4" :<6'8" 2'6" x 6'8" 2'8" x 6'8" 3'0" x 6'8" 2'8" x 6'8" 3'0" x 6'8" Lh'in@:Slnn. NJ Q7()J9 GLAZED ~ssures +75 -so +64 -77 +60 -71 +56 -67 +50 -60 Drawinil # 9<)-04 9<)-04 99-04 99-04 99-04 +50 -60 +50 -60 99-04 99-04 CertJl}'iDII ~rld. ED&lneer Test Report II ao<l Lkense Number 210-1987-I.S,tl'l' BarryPortnoy 210-2024- 'rJiv P. E. No. 16258 210-1987.1, Z,), if Barry Portnoy 210-2024-1(, r,? P. E. No. 16258 21 0-1987.!.l.}, l' Barry Portnoy 210-2024'lf.U P. E. No. 16258 210-1 987_1,2,.X't DarryPartnO}l 1f i;;~?'~;NO"r';f II (fUll Y 1,,<,,, Deserii>tion Double Double Double Double Double DOOR LABEL PRODUCT ACCEPTANCE NUMBER - DDI-224 FiNAl ANCHORING OF A WOOD rRAM[ UP ro 6'0 x 68 DOUBLE fNSWING U'1IT PRODUCT ACCE.PTANCE. No. 001224 4"np. I .f:- i rL i 14"~~i Mf ~; wn-:-I ~I-f .J,~ ~ t-f-- m. 14"np. Lf- '~;f 6" -; I'" f 6"i - - r en f -; I I~ I CJ)/ ~ 'j:::@ (1) tDU ~'B' IJ) -(j) ~d I (j) -I JI::jgJM II j:' --<VI @=, (1)-1 I I I: (j)-~ (j) I (~ 01 kp --r(Z)~- 4 1/o.:J J-l./r r. ,/) L --!A t &IM I =@ f- 5 1;2:" i-- f---r -(j) 'B!-. -(1) -0 -~ -JL 4 .1/2- SeRE'''' SO'Q)(jLE 3) T 10. 5/8" PffiUlPS IU r HEAD 4)1 10 . 1 3/4" PH'UlPS F1.'.r H{.<[) Sll 10 . 2" PHtUl PS IU r H{.<[) 7)110 X 3" PffiWPS rUT Ko.D 7 ~Pl @t----.. 97/8" 0J,~J CD f-- '~-JLJ -r+ ~ sa: /,.O(;~ WrG..-'" w~' \;~ -4 ~c- LATCH DETAIL -g' HINGE DETAIL ~ ,~~ ~~ '~ ~ ~fj ~ ~ ~ f1 ::::: UNE ~ ~~~ = LJX.K ~~ I.WItfN:.~ ~ - IT ASTJUCAL PLATE NAN YA F'LASTICS CORPORATION I PLASTPRO, INC, DISTINCTION FIBERGLASS DOOR PRODUCT APPROY AL TEST RESULTS INSWING: Opaque and Glazed Max Door Size: 6'0" x 6'8" DESIGN PRESSURES T L- rf- 12" TYP. ~€-. 12" TYP. ~€- 12" TYP. ~~. 12" TYP. ~.f- 12" TYP. ~f-' 12" TYP. t-r- 12"np, Lf-:' o [. Q' ~~ IHS-.vING TI-IRfSHOI D L.... r-f- 12" TYP. 12" t; . 12" b- ~ ~f-' rJ L 12" TYP. 25 1/2" t-f- 12" TYP. B--i t-f-' 12" rp~ 25 1/2" 12"~ " I ~ L.f-:. ......!.A'r. " I ~ 25 1/2" ~\) INSWIHG rHR~HOl D (o,,~,,) ~-'VV~ fVt8RI [R fREE n"..ho!d Siu: up to 5"4 x 8'0 DOOR LABEL PRODUCT ACCEPTANCE NUMBER - D8S1-226 FINAL ANCHt,)RING OF A HOQD rn...",E UP TO 5'+ )( 8'0 SINGLE IN$WING UNIT w/WO SlDEUITS PRODUCT ,.,CCEPTANCE: No.: 00$/226 25 1/2". ;}-~f 25 1/2". B--f-f J;" -.!.A' -0 :@ -0 0- 0- 'B~ 0-f- %0 0- 'ilL- j 'e:' 5 1/2" I . r , ~-A1r -<D ::@ -0 -0 0- ~~ CP 0r- .J G ~"-t 4 lfr.J l- +53 -64 +50 .60 Configuration: X, OXO, XO, OX Certlryloi Florid. Engineer and L1cellJie :-lumber Barry Portno)' P. E. No. 16258 Barry Portnoy P..E. No, 16258 Barry Portnoy P. E. No. 16258 Barry Portno)' p :~~'~ fer Test ASTM 8-330-90 AAMA 1302.5 ASTM E283-91 ASTM E331.96 St:RfV SCHEIX.U 3'l1 110. S/8" _~ fUT ~ 4JI 110 . 1 3/~" P\;1UPS fUT M(..Ij) 5)1 110)( 2" I't~ fUr NOD '.1) I 110. 3" I'HtllA'S FUT M(..Ij) -1 ~ -0 ,.-0 -0 -(j) -{j) _'C' -0 CW!f € 2" TYp. ~~ ~ t- r- 41/" T 41(>"' -1 rl""1 r- 2" TY p. tv <b cb ~ "'-.'D' (j)- o 0- CD- <D- '8'- f r t 51/2" t (7)- 'Ct_ Q)- (}) (i) (jj ~ . -l I. ln' t 4 1/,::-l \.-.... _'A' ~I @) ""- 9 7/8" ~~~~J Q)- ~rt). ~D"' HIN<;E DETAIL .I/tDZ: WHE)I &OO.I1l:~;.ajQ) TO HfN(;t J,t,W ~ , 4 UlJS1' Ill[ lISal OF! A 5 $CIQ('ll' IoHO A I 7 st:J(f:{i ~/I(II scmxu: . 't."""... ~ ~~~ ~ r lJ.TCJf DETAil. .wII: \III'JQI $tOQ.ITl' IS ~7T~ TO U.TCH .JIJJ8 lISt 8. 1 3/4" PHIU.Jf'S F'l,,4T ilOll> ~ W $TllII(E f'V,~.' AHO I 4 St:RCW WPUa OIF 'Q) ~ SC,'i€".OUtL ~~ ~ ~'It ~ ~~ s~,~ ~~ ~ li'<6'~L--'~ SH LOCI( _'9:;:--' ~~ ----..-... ~ 'B~ .ct- .v'E' ( I c:-r-~:g 1~'4G THllE:SHtJLD ~~ IfolSWlNG ~ {~l ~ ~ ~RJfJl-FBrr ~ Product Accepunce NQ: D8SI-226 ln3winj (wood jamb) ConfiS\lnIuoo; 2'0 ,'4 2"6 +~ -99 +89 -89 +84 .&4 S~le Opoqo;e WlSidt:lilcS s~~ Glued \"II lSidt:lilEs (D<>lJ< <k>ef I>Cl rn<d MiIJiH lm~ J roH 2l0-2024,4.5.6,l(l.11.l2 +99 -99 +89 .89 Mf&- by: NOll Y. ?1estics I Pla"J'tO LiV\n&s\on. NJ 070l<1 X. OXO. XO, OX n 3'0 .78 .n +70 .70 +n.>4 64.01 l-lO-<>O +73 -711 .."II) .70 +53.>4 ~.O I +50-<>0 +84 -!4 NAN YA PLASTICS CORPORATION IPLASTPRO, INC. DISTINCTION FIDERGLASS DOOR PRODUCT APPROVAL TEST RESULTS INSWL'lG: Opaque and Glazed Max. Door Size: 5'4" x 8'0" DESIGN PRESSURES OPAQUE Door Size Pressures 4'0" x 6'8" +74 -82 4'8"x6'8" +64 -70 5'0" x 6'8" +60 -66 5'4" It 6'8" +56 -61 6'0" x 6'8" +50 -55 DrawiD2 If 99-08 99-08 99-08 99-08 99-08 Description Double Double Double Double Double GLAZED Door Size PresslI res 4'0" x 6'8" +74 -74 4'8" x 6'8" +64 -64 5'0" x 6'8" +60 -60 5'4" x 6'8" +56 -56 6'0" x 6'8" +50 -50 DescriDtion Single Single Single Single Single OPAQUE Door Size Pressures 2'0" x g'O" +99 .99 2'4" x 8'0" +89 -89 2'6" x g'O" +84 .84 2'8" x 8'0" +78.78 3'O"x8'O" +70 -70 DrawiD2 # 99-01 99-01 99-01 99-01 99-01 Description Single Single Single Single Single Contiguratlon: XX Test ASTM E-330-90 AAMA 1302. S ASTM E283.91 ASTM 8331.96 TESTS Desullltlon Uniform Static Air Pressure Forced Entry Test Locatlcll National Certified Testing Lab Orlando. Florida National Certified Testing Lab Orlando. Florida National Certified Testing Lab Orlando. Florida National Certified Testing Lab Orlando. Florida Test Report it 210-1993 210.21)24 2l0.1993 210-2024 21()"1993 210-2024 210.\993 2l0-2024 Air Infiltration Test Date IO/{)3/1997 04101/1998 10103/1991 0410 \/1998 10/03/1997 0410111998 10103/1997 04101/1998 Water Penetration Product AcceptancelLabel No: 00[-224 Drawin2 If 99-06 99-06 99-06 99-06 99-06 Single w/sl 5'4" x 8'0" Single w/s! 6'0" x 8'0" OtxnDtloo Uniform StatIc Air Pressure Forced Entry Air Infiltration Water Penetration 99.01 99-01 Single w/sl Single w/sl TESTS Test Loc: allan National Certified Testing Lab Orlando, Florida National Certified Testing Lab Orlando, Florida National Certified Testing Lab Orlando. Florida National Certified Testing Lab Orlando. Florida Tut Date 04/0111998 0410111998 04101/1998 04/0 (/1998 Product Acceptance/Label No: 0881-226 GLAZED Door Size Pressures 2'0" :< 8'0" +99 -99 2'4" x 8'0" +89 -89 2'6" x S'O" +&4 -84 2'8" x 8'0" +78 -78 3'0" x 8'0" +70 -70 Drawinll If 99-04 99-04 99-04 99-04 99-04 Description Double Double Double Double Double 5'4" x 8'0" +53 .64 99-04 6'0" x 8'0" +50 -60 99-04 DOOR LABEL PRODUCT ACCEPTANCE NUMBER - D8DI-228 FINAL ANCHORING OF ^ WOOILE&Mf UP TO 6'0 X 8'0 - DOU8lE:" INSWING UNI T P~ODUCT ,ACCE.PT.u./CF.: No. DBO'nS I ''1 ,6" f 6"-j ~6" 4" r+-- _ r ~_ d:> @ ~D' 12"np. l:J I&. ~. ~f-' -0-8 12"np. ~f-' 12" TYP. ~-f ~t-. 12"np. 12"t~ . b+t: I ~~ ~f- . I -(7) 12"np. 12"~P~ ~f ~% 0 0 Lf-:: - -!.A' h0 T T, I .J 1.11/2" L 4 1/2~ J- L ~ 4 1/2" ~ 6", I' l-i 0::: 0- a -0 =0 -(7) --!A" 0- 0= ~. ~51/2~ "C" ,~.= &lM ,f- h INACTIVE 0 - 0= 0- c. II I T 0- 0= ,- ...J L 4 1/2" f.j SCRf:W SCHUX.U 3 10. 5)8" PHIt.UPS fU T Ho.o 4 10. 1 3/4" PH~ I1..AT HOoD 5 10. 2" PH1u.F<S F1..A T HV<l 10. 3" ~ F'l,,4T HO.O I @ :--... 9 7/S" cv- ~.'<k ~J @I ~ ~ - r--l'1~ sa lOo< "r~ j ~ "'~'~~ "C" LATCH DETAIL hEr HiNCE DerAIL 93 ,,~ ~ ~~ ~t--A.. ~, ~;tz~~~:: ~~-;c;;s---~ IW:S Tf>VC~ ~ If' A.STR.AC.AL PUTE NAN VA PLASTICS CORPORATION I PLASTPRO, INC. DISTINCTION FIBERGLASS DOOR PRODUCT APPROVAL TEST RESULTS L'lS\VING: Opaque and Glazed Max Door Size: 6'0" x 8'0" DESIGN PRESSURES w U I- a z w o <: I- a a LL w 0::: <i ::J 0' U) w ~ LLt:(Cl:: -00::0 W LLLL ~W~f- o~z ~-O::) >(~o::o O::)LL.() O::ozo D.."""w<l:: D..~~ <l::0<(1- WCl::l-o O::LLwZ <l::zO::O OW<l::O W~{/)O I-;::zz gwQ<l:: OCl::(/)W <(z~ t3(/)W<l::z c;lz~B:O ~Qooi= 0(/)Cl::1-(} OZo~,,-, l.l_ W a:: 0 0:: W~wOD.. -, ....J- ~azro"" ::::l.....J- ....J o....J .Cl:: ~ (/)~~~~ .....JW....JO>- ....J>:;!;ZCl:: <(0:> <l:: 0 ~~.....J (I)~~~ Q>._ 0 w Q>Uu;z ~ ~ ~ ~ I (J) 0 i!S (l)C'lS1tc;l ~~~ ~ ns'- i= ::l ...(J)Cl::CO oQ)w e"CSo ~ 0j ~ ~ ~ ~'~'w tr~ ~ Q:') ~C9 ~Il' c:::::JO <(CO .....J <( 0: I- 2: - ~ ;' (/) W o 0 ~~ ~g ~~ ~g <l::....J ('<') ('l") Cl:: LL N N ~~gg (/) D.. co co LD 0 r-:.. r-:.. <;tD.. 00 _O'l<(<;t<;t (.) z w c;l I Z QO I-.{/) ~ ~ 0Z <((D...-I ZOW Cl::C\lfD en ~0i=8 aM~ z 8Jz<(o lJ..J~~Li 0 W<l::I-~Cl II'*!:. j:: ~(/)::::z I-I-..J~ :::;) o 0::: fcl i5 0:: LL lJ. a. ..J ZWD..-l 00.. 0 WO{/)3(/)LLZ~~ CI) WZ{/)roZOO .0 J:::)ZwQwi=Z~ Z I- 0 ::s J: U) <i! 0::: 3:::J " 6zD..1-5wOo0:2 ii) <l:: J: w (/) D.. 0:: ' UJ I-w...Jl-Cl::o.....Ja:l""" Q ~c;l~~('l")z< .jjj co fa ::l 0 < :3 <C c( c:( ...JI->-ool-..J:J: C i!~Oo:Nwo~U ii l-o~~2=z~(Ji 0 8~ln8~~t?DD Li ~ IJj 5WlNG niRrS/-K)/ D ~ /1'f;5 'rIOHG niR!'S/-K)/ 0 (o._) ~ AAMlrfR-FRfI Thr..~ 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 S'O" +78 .78 6'0" x 8'0" +70 .70 DrawiDlZ 1# 99-0S 99-08 99-08 99-08 99-08 Description Double Double Double Double Double GLAZED Door Size Pressures 4'0" x 8'0" +99 -99 4'8" x 8'0" +89 -89 5'0" x 8'0" +84 -84 5'4":< 8'0" +18 -78 6'0")( 8'0" + 70 -70 Drawinll: If 99-06 99-06 99.06 99-06 99-06 Configuration: XX Test Report j 210-2024- 4.5.6,10.11,l2 210-2024- 4.5.6.10.11.12 210.2024. 45,6.10.11.12 210-2024. 4,5.6.10.11.12 Certlf) log Florida En&ineeT aDd Llcease Number Barry Portn il)' P. E. No. 1625.t._ Barry Portnoy EJ1}lo. r 6258 Ba.'T)' Portnoy P. I'.. Nu. 16258 t Bany Partno)' P. 8. No. 16258 f' a~ I, (tv ASTM E283.91 ASTM E331-96 "'"1 r- e" f 6"_-, r- _ --10 1 ~ I: }::::l!l (!) ~ 0- '0' Test ASTM E-330-90 AAMA 1302,5 TESTS De,~rilltloQ Unifurm Static Air Pressure Forced Entry Test Loc:atloQ National Certitied Testing Lab Orlanda, Florida National Certitie<i T~ing Lab Orlando. Florida National Certifiod Testing Lab Orllll1do. Florida National Certified Testing Lab Qrlando. Florida Test Date Q4iO lII998 0410111998 Test Report it 210-2024. 10,11.12 2l0-2024- IO.11,l2 210-2024- 10.11.12 210-2024- lO.11.12 Air Infiltration 0410l/\998 Water P!'fletration 04101il998 Product Acceptance/Label No: D8DI-l28 Certifying Florida EDgioeer and Lken.se Number Barry Portno)' P. E. No. 16258 Barry Portnoy P. E. No, 16258 Barry Portno)' P. E. No. [6258 aany Portnoy h '~~~~ rJif . 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D.. 0::: o o w ~ o I (/) ::l ('l") o o N C0 S-9 LAST PLOT DATE October 11, 2004 PLASTIPRO DOOR DETAILS US HOME PROOU. CT APPROVAL SPEC.'.lfICATION SHEET . " . -, ...,,-"- As required Cy Fiona'.! S1at.<te 563842 an.j Florida Admlf1ls1fOil!"€ Code 9B-i2. piease pro'.dde "C'''' Irfo'malioll aml approval 1l'.J1Tlce.rs on tM OUildif19 oompo"ents liste-d belOw if they V,"lt~ tH~ iJChze<j ;)!j the CO('$!i''..lctit)i1 pTO,;~~~t ftH' Wt"llcrl j'(lU o,A op.pryif'9 fo< a r.:e!':T;d. We ~-...~O'i)r-n~f1~' tOU ~~onta(:,t your ,ocaj ptc<1u<;! Sdppliet' shQUd you not kf1o\y' the producj ap?[Q<.al ,'IUf"it/et for 2C:y af)pl~cabl€: ~ist~.j pi'COUQts Cateuc>rvl$uP,atef.lorv 1. EXT~jOR.OOORS A SWiNGING Manufacturer' Trerf::::a.. TnJ 8 SLlOING -- Kir~o .:5e.lrertlJlt'VI' Hom~ ;-;-0-::1 ) f:a cxtfw.",ers'Mi;e.stone' C3en.erai Af\..wni:'1urn C SECnONAL -Cio ,,:.ay S<..;!fqlf Pi (Kfu-0t$ D OTHER ~POW$ A S INOLE fi\..ING Kinco ~tte'B1lt Pa, E>dr\.K.:le($ .Ger:er31 At~Jmfrlllfrl General Aluminum B. H()R!ZONT,~L SLlOEi~ '<1= ~~tter'24tt Fa Extnx~($ (\4:lestorre) General AJum~lllrn 1-.. r,:; FL~EO Ki11CQ BdterBilt Fra Extn..~jefS :'Mllestone\ General Alurnirivrn C~reral AlutninUfn D MULLiON KlrCo 8et;e :Bdt f~;!t Extr.Aiars: (Mdestone) Fi'a, ExtrI"JQe,'$ {Milestone. Ga,'erai Aluminum General A}urr~num oe\'eral Alul11u~liJrn Gene,raJ Aluminum 3. PANel WALl. A. SiDU\IG SOFFITS Ka"can U;i C"d!l'e rO(l Ashro::'iI 81j.\<1i~~'!g< Cameron Ashiev B'-'''<1':'''(1 a...~~~L L2~ER ___ j:...., O. GL,",SS 8L<:)t.-<< Presbumh CorntQ Corp E OTHER 4. ROOFING PRODUCtS ~r KAl r SHING lOS e lJNLi6(~LAYMEI~TS C ROOFING FASTENEf\S o ROOF VENT'LA TaRS Product OescriOtlon AOPfoval NUli1ber{s) Sn-:OOlt: .,s'tar Fl11705 Mk 2i3!4i5. MK2i3i~V5 HP. Mk 213i4iO XHP _, 420 470/4e.7, ...POHF/::52HP Seties 5U)/1 00012000 420f43C!!440 fL1~ 'l.?61 Fl<16 F1264 fJaraga i)<.1O( 6RST;V,':: (16)( Ii -Garaoe Door 6RSTV\l':~ i9 X '7 '( Fl302.6 <> Ft30264 'Mkb5C Mk 40:50 HP to'). t.sSOQOO. i4D/3740l240f4ZJJH? Se',w 10001150&2(1('0 1: -:09/1140. 1~4011,4?i); ~ 54J/~ 5~')/15701i&OOJ 1940/1970 F~.123 FLtoKl FL42 F1254. 160;;' FL264 loW r:;;v" HP, R1NXhP ~~\/\'+.XHP 16&3163, G8G Ser:es ~ CQ..) 1180r ~fjG' i S80/ 15~'0~ f563i199o f'C124 Fl.670 FL43 FL2W, 1iOO Nlk 40/50 po/weT, !v\Py,ljCT ;(:5Q!<K10D. 740/3740. _22dO/4250HP, 680 $e,f~s 1 C()O/2i..~O 1, "OOTDl/1100i450TC'L..i14S0;1550/157rJi1300J '1970fOl);)O/'.5300/535a FL'25 FL\l76 F 44 FL2?C.. "6;,.. 1697 FUll5-. 2.6'3 t 0'9$ ;,W3.'<.)4,.... M02-03A, \'86,,08C f'L9li7 PE5709!:571WOt 11/5';:'12.157 i 3i511415718 FE5fOQi57 01/5702:'5 7Xlili'''04i57IJ5i5717 11 OO;190OJ1970~'Z:1..!>...!rK titii;), a:nd Trl!:.~ei- 1442.'445,1446 . Stn...'~t('l(aI M'ultsa\'l,jBJacketsY 1446, 1447.1,i4 ( an":1 '-5rackets\ 53QO,53~7.534e5350 55 ,5000 l#!s and 8fa>::ket~) . FL974 R974 FL1252.1 FL1667.1 "l\OO~1 Fl16oo1 0OO5JOQCBJ95(i(X'gs 10 A!un'l.if1.;tn Soffit 4"e<50/45102j4~.-r.02t~ J.\J'Jr01!lJln SQffit Aluminum rrlpie Four ~14 FLll165 FL ~'6 't4J6 2 (,iiss Ur~t~)--;oo.t\ryjnstalkd '~':'M~--~ fG'~3~--- Certain Teed CO(~~~ ~~ri( :30f~O ard AF:) XT251a cod ARl.' ;<T30 .3 nd II. R; FU.5C..$, Fl2QO.7 Fl250n-FL':;50 15 A!r Venf inc .F. ROOFl'JO TltES F MOO1FIED.81:t1JMEN Ceiiall1 Teed CorD .,'1o;>Hn G SINGW: PLY pO'"oJf $YSi;;MS H. CEMENTS-ADHESIVES COATINGS I: ROOf IIL..EAOHESI ''E J OTHEt-l S, SH\JTTEll.$. A STORM PAI-,:2l.$ ~tON1Al C RQU"..t/p o ()'r'HERS $; $j(YLlGHTS A' SKYliGHT OTHER 7, STRUCTURALCO~WONSNTS A. ''/vOCD CONNGX:'-;"CRSI MJCHORS S'mpson Sir')!'.."'" US? strtJdUf~l Corm. ~TR0$S PLATES M~T ek. indu,atrie~" :nc ~ E~~~ES~EOLVMBER gQlse EilQWooO Pcw o R...."'IUI"G E, ::;ONcr~EfE .ADMIXT1.IRiO$ ~\ATERIAL fECP COt'P u.. ast.Cre;e} GOTHER $, NEW EXTlSR!OR eNVELOPE A B Vent\lri PI us FL4o.e-.2 Product Des.r:ription Tlie p(Oduds l.sieo belOW did not d€:rpor~trate ptoduGt ap;,y",'\<'ai at pian ~e\i('\\f ~nc!ersta:~fj t~lat at the time of j1\SpediQn oftrie$~ ~'oGUGts< t!:-,E' fc::owjng ~'1fon~,Cltlon rnvst be a \/al!abie to the lmpector on t he job~;(te, ~ t GOpy. of ,t.rie prod;...d a ;)})ro', ai, .2) ~rJi~ pe~ O( '<:anc€ cha :acteri st,~~ \IJ!llchY' € prooV':i 'N3 S tested a rD ((eMlfied t9 c-ompty """'\10" 3) C~)Pr' or It<e app11cable maf1lJfac!l.Jfe-'S :nstij-at\Oil,'6'~'';lrer-,en:'$ ~:.;;','rjer, ~ "j,~<l-efs~ar~j lt~e$e prodl!o$rf1ai have to be iEmoved If app1't)'/al canr:ot t)e delrl(lr,sUated dt;ri-~":9 if'.~~:ect;Drl ['" I I I f ! , I I i I (LOU~~~":~~AS RIBS' ~ 'rf.' II.' n~ , /a' T{~ t 00000000000 2+Jn OOOOOOOOODO----~ 000000000 (},O DuOnOuOoOoJO DnOMOnOMO~O t-Aooifioo 8;twr~{': Reef Svstem FL479 ~ Y';OC(J. CDnr€'.)t0rs a ,,<d Ar:cf1ors WQQd CQ!1('e,t",'s a;1d ."'i~ctoors see eMit 'see cheut 1'r-us:s P~te8 Fl2197 \fersa-Larn SP '1VOOO :.Jo.sts J~LL,'01ST FL 1644 FL ;640 t1ion Strerrcth Co:1c'-e~-? U:"iels F\. 15$.. 1 6,PP~_ICAj\IT SiGt-,J,~TURE D,~:'E \ 'tRJIl ($"110<) t~ r.33 -!s I · ( ~' ... ~..,-~ ~ DEPTH -J)' ~. I 0El'Tl' \lAl( 'I CRENl~ 'Do PO< CO'o1tRAOC .OZ5 3,80 .~ U1 .OJ$ 6...'<1 .'?'c0.. H" .'A.."'.lh SCAla- t;; I C!.:)ver<.2J.'~.. '.ft. ;T).. .' -. . C>O>01Ge (~~f) ~~-~' a3~:l3~ Rlil A,!lil a<ll OET All.! (~ . ~ 'J..'.i'/i 'M~ I. I ~ lUill c~Gt. CO'IERGE {REf) I I-'''i.. I ," -"--'l I , .-,,", pn~'''t. ' .,,'d_ ,~ ." '~,' 1l131~..~ RI)N1J(JT -, I / __J_ ,..~ ----""=1.....J ---I'l '~~~l l.~. : I' 32a ..:-.0 -".. .a --I -I 1__33 ---1 I (Rtn! .' /i'-, ! , , ',~"""'1"".J "':~:' ;~1C::: ,;.";1:{ '''J!~<e: I i +- II ','I 'A' J i'c.; ~ ~ (9) R~ti~t\Y~nHfSg An"~; ~~tl Fr, ~_S<.J.~tlH~:l.!:- 16" Som~ 1l" Soffit 7-441 S-<.l. ~n.. 5.-~8i s~ m. 5-.$81 ~ll i.l}. s.,~,!!'t s~, Iu" I/f!f 1. . l~eC<l,..ll(l4;: r---- '. tc--111/l6 r- a :va _~"'D~ AVJo!V<lllJ; ~~'f< UlV~S (lW') 1 1'N9' !>lS) r ^ JA I J- w.m.w~ N<>t<$1 (!IMilk' 16' SQtlltfulmAl>",,;,m.,AJloy.'lOS. Hl~(G>"Ii"Mnj (2) Ma.. 12' Sotlll fu..... A......'"" .~y ;!tIS.. l!H (O$<,&< M14) (3) c~ (\-ll Wldlb>: 1~.zS in<ll<< (10' Soffit) 14.00 ~ (12' Soffit) (4) All1Ati<lo ll<ad lla41! .,. 00.., Qn~ Oilw-wl.. Nolad (Sj~~.r,lmo"", ~~+l~().QG$ s.wu.~I. ~ Anti" +/~ Jl.' (Ii) Tollir<l!~. M:... S. )" ("","'l.od Cop,"* ofMAAul\l<.",log !'>110 Wi<!\m I!>t>hIi~Sl*Ji<illiooo.od ro~ ('I)A'lll"l'l'ill\~ "SINN, 12' SoffithO<hlc\141sm<. WSoffit Pn>4u& W.... ~ ~"" P",w> emot (tj 0..;"" _ r..li"$ (l'Sl'), E-Kterior 51..4 ~" r--iot. K4rd Il' S<>li>! S.Olt l~. Vi!:tUc4: Soffit l6'" S<lJidSotfit I&"V>::n.kdS.'rt'r<< l........."............_....._-_.................... .._..." - ":~SY; JOHN ULIO'tIS. P ,E. CONSULTIl'fG ENGIl'{EER U. 'JJ.IU <.. " ~. sr.~,rti po' rN?J>O<' $PIil. W4 ct... .1.68_ pIl,,-"l1i Cl'2,"') 9'J8....~ 1'01' (727) 938.......~ P.E, R"""~..t 2 4 oaUl(! " PA.Il!llf\IU S(Atl!l A "- '01' r:f I'I~L AS RV< . lNR!lUGl< Rl)JfQ(M:~ ""Pl fi' I CAMERON Asm.:EY-~- I ""'""'" """"'"''' ~ SOLID AND ;~~;;RATED I ALUMINUM SOFFIT ~ I DATE: 5-15-02 1 I A-10051 _..._...L_..._,_ ...__ ....---3 PART' ~~ &'l': J,N.L SCALE' N. T.S USP Product NWllber ,:"'~34 R"U44 RS300 ~T16 ,"T7 U-IAS HHCP2 UPHDe j-ji,A,16 '-'T A2.0 T hDH21O-2 l.ST,A.12 LSTF,1S LST AX! l.STA~ l..TW1:? :...TViIS l.T\lli1S c TVV20 l.131, L TS208 JUS26 Jl:S414 NFM3SX117SI) H"fA2416 KST24S i{S'T260 SPT22 SP-!'24_ SPT4 .'fifII nt'lLDli\G CODE CO,\lPLL\NCE O"FF1CE (IKCO) PRODl'CT CONTROL DiVISION )JL.\..MI-DADE COUNTY. FLORIDA !\lETRO.DADE FLAGLER Bt'lLDil'iO 140 WI!'ST FL\..GLER STREET, SUITE 1603 MIAM[, FLORlDA 33130, t563 (305) 375..2901 fAX (305) 375...2908 ROOFI~G ASSEMBLY ApPROVAL Category: Roofing Sub.Cate2on: RoofVcptilators Ffo(jda ?rodu<..1: .;;pproval NlJmber :..\laterials: Maximum J)esil~n Pressur~ Fire CIassitif.\lion: Plastic N/A. K/A NOTICE OF ACCEP)'ANCE (NOA) Air Vent,lllc. 3000 West Commerce Street Dallas, TX 75212 r::...5' '2, ':'0" 3,': ..:c 5:' TRADE N,\:..\lES OF PRODUCTS l\L\NUFACTURED OR LABELED BY ApPLICA~T: FL8,~C FL.3: SCOPE: This t>:OA is being issued under the applicable rules and regulations governing the use of constl1.1ctim1 materials. The documentation submitted has been revie\.ved by the BCCO and accepted by the BuildiJlg Code and Product Re.ieVi Com..m.ittee to be used in .Miami Dade County and oUle..r areas where allowed by the Authotity Having Jurisdiction (AHJ). See detait drawi.ng herein FI_S~' Test Spedfi(:atioll Product Dcs<:rlvtion ::;...(~:.. ' Product Dimensious ~L"': ~Le:' TAS 100 Venturi.Vent PlusrH Ridge Vent Copolymer plastic low profile attic lidge vent with an integral end plug for installation in shingle roof systems. This NOA shall not be valid afier the expiration date stated below. The BCCO (In Miami Dade County) andlor the AHJ (in areas other than Miami Dade County) reserve the right to have t.his product or materia! te,sted for quality assw'ance purposes. If this product or material fails to perform in the a<,copte<! manner, the manufacturer will incur the expense of such tesling and t11C AHJ may immediately revoke, modify, or suspend tbe use of such product or mateJiaJ within their jurisdiction.. BeCO reserves the right to revoke this acceptance, if it is determined by BCCO that this prodUCE or material fails to meet the requirements ofthe applicable building code. EVIDENCE SUB:..\llTTED: Name Test Agenq-ildeutificr Report Date FL8k This pn:xJ.uct is approved as described herein, and has been de..signed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Air Vents Venturi Plus Center for Applied Engineering, Inc. r AS JOO Wind Driven Rain 04/27/94 07 -07 -00-68 ;::'! ;;':;.:: ~~2~ i; ApPROVED ApPLICATIONS: ::lJi.'~ """Wi ~L8:c '1.8: ;:Lc~:.' LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statemeut "Mimni.Dade County Product Conlrol Approved", unless otherwise noted herein. 11.E.NEWAL of this l'\OA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the perform.ance of this product. 'fEIHllNXfIO;\l of this NOA \vill occur after the expiration date or if th~re has been a revisiou or change in the mateJials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of 3..t1y product. for salei', advertising or any otber purposes shall automatically terminate this ~OA. Failure to com..ply with ilny section of this t>:OA shall be cause for termination and removal of NOA. ADVERTISEME;\lT: The NOA number preceded by the words Miami...Dade County, Florida, and faUol-ved by the expiration date may be displayed in adVtliising literature. If any portion of tbe NOA is displayed, then it shaH be done in its entirety, I~SPECTlON: A copy of this entire 1\01\ shall be provided to the user by the manufacturer or its distributors ,md shall be available for inspection at t11e job site at the request of th~ Building Official. Thist>:OA revises I\OA # 01-0910.04 and consists of pages 1 th.rough 3 The subl.nitted documentation was reviewed by Frank Zuloaga, RRC 2;12 Slot: Cut a minimunl ll/z" slot along the apex of the roof by cutting %" on ca~h side of the ridge. The slot shall terminate approximately 6" fron. the rake edge. l='t..22': F~6''::: Installation: Pla<,e ridge vent section centered over t110 void at OTIe end of the ridge and insert end plugs, Fa&ten with roofing nails through nail holes in vent. Butt the second section to the first, align and fasten to roof. Continue this process fTOm end to end 'F ~v,~-~.. F~32 FL" ' FL6~,~ ~'L.?r~,~ F.l?2~ Ridge Shingle: Install pre-manufactt,lred or field cut ridge shingles over tbe ridge vent in compliance with the shingle manufacturers Product Control Approval and the installation instl'ucti.ons using 1%" ring shank galv,mized nails -- Net Free Area: Refer to manufacturers published literature FLB ~- MlnimtIDl Slope: FI_S"";' :=:_8;': ~ 0.0: ~ 8 NO.1 No,: 03-0930.10 Expiration Date: 04fl)5/G6 Approval Date: OlJ29/04 Page 2 of 3 NOA No.: 03-0930.10 Expiration Date: 04/05/06 Appro,'aJ Date: OU29/04 Page 1 of3 LIMITATIONS: 1. Refer to applicabk building codes for re.quircd ventilation, :2. VenturiV",ut Plusn4 Ridge Vent shall not be installed on roof mean heights greater than 33 feet. All products listed herein shaH have a qm\lity assurance audit io accordance \vith the Florida Building Code and Rule 9B-72 of lhe Florida Administrative Code. 3. DETAIL ~ 10' .J NAlLS PATTERN' 12' Soffit - lQ' O.c. :"1 the D1rectio(l of SoHit Length 12' D.C, in ti'le D\rectlM Of Soffit \~iclth 16' Soffit - 10' O. C, i" the Dtreo<:tion of soffit Length 16' O,C. I.n the Directio(\ of SoHit Vlcith (3) Design Press""e NAILS' A-JOlNT AREAl,,' DIA. SHANK i DrA. HD, l~.' lONG SAT1ENJ 2'X2' PT, SOUTHERN PINt CONST. GRADE J MINiMUM 2'X2' CONSTRUCTION GRADE MtXED SOUTHERN PINE: O~ EOUIV. ,",ODD BATTEN STRtPS ,..-....-"...-----....-"........ I ~~ \ (J) Use Alu....ninuro J...~l, Ashley Part No,404Z(), to install. I S~ure I-Channel Using <.~ResistlWt 0.12' DilI.toot.ec Shank Nails 1-1/1" Loog At 12" Spacing Betwew Nails.. ~ note S fur Fit-Channel Applications, 1-'" I t //')30 1/1 ~;~ I I L'- -i r' .--...."..... ..-.............-.. n.o 1 I i I ~~ \ jL ~TII ! I II I 11T t- - ~__ I I I~" - 2.5 - -J I 130 ! II Rc.tlng !.. '.,,-J I r,:;"- I 1 l' ;' 11.10 --r) i I (2) Soffit Nailing Pattem: , 1 r Soffit - 10" O.C. in lhe Diwctio.n of Soffit Ung1h 12" o.e, in \he Dir~'1lon of Soffit Width 16n Soff1t.... t C)" Q. C. in the Di.re<:tion of S,>mt Le.ngth 16" O.C in the Dit~tiol1 of Soffit Width: "-....---... -I ~ 14.1 --4.3 .87 0.8. 6.6 J..cHANNE.L INSTA.LlATION r aATTEN NAflER (NOTli4) / /I r I ..-'-t"" I I I I I Interiw 34.4 psi ............. I I (3) Design Pressure Ratilli (PSF): Ex..tenQr SI.4l'sf '"" I\. FASCIAl un Solid Soffit 12 " Vente<! Soffit l.6" Solid Soffit t6" Vented Soffit FRONT VIEW' OF EAVE wiTHOUT VENTURI VENT PLUS . ~ ill - 1 I r \ i-tif..L~ L \._ 24' I I .... _ ~F OVERHAN~ 1_ J-Cl-\ANNeL \--. ALUMINUM SOFFIT PilN~L T'(P, NAIUNG PATTERN WX12' <1,,' SOFFIT) lO'Xt6' (16' SOFFIT) (4) N.,l t~ !fovedlan& io \2" i>f 1"",.lfo"ecll.a!>a is U" to 20" divide the v.1dlh ill lWfto ~ prover 0.C.10<:J!\iQn t'oI" l3a\tlll1 N.lk.. (h.. fut an IS. o~ the Bo;lMl should be 9" O,C,) (S) lnn<<r Balles> Na,ile<< ll<>t ~ rot F-CluInnd Appli<;etiOl;lS. Snap . k"o:I line ,rof~ all<! lltlaCb 1',Ch<uJJld ~",1Iy' to wall uaing i- T-Nailer 16' O.C. (l:8S C<m.~c) '" .12" tliA. ~Otl t<.",wcn, llaill,hong 12" O..C,(1'Ta}wood/O.a.S.~), s,oe VIEW Of EAVE , E~D OF THIS ACCEPTANCE FASCIA NAIL; COAAOSlON RESiST AN'!' NAIL ~/-. SATTENNAllER(NOTE<t} ~iJ-CHANNE INSTAlLATION , III I I 111 hI. I l_jo.J~\{fb i;1 ,.4; ",../ I /,:,L l~i~:lN~"~~~~~ ~ ii 2. - 1 V . ~,FASCIA (;.. 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Solutridl 195M f'l\mcto I,," DIMJ ll!tZ, FL 335$8 f~ Floria, Professional Engi~ - S<<l No 4.'l.$(l9 !.lay 22. 2002 Ll'odml F Schmidt 19506 Fl'eQclt La:;e Oti\"'e LW, F'L ) ,5 58 D HENnOtt EHGIHEEAIHG COMPL\NY, lite E.8.# 0006871 LLJ (.) r- o z LLJ ~ ;::: o f2 LLJ 0::: <( ::J a (f) w ~ L1-<t0::: '00:::0 W L1-L1- I-w I- <to~z ~(f)o::) ><1-0:::0 o::)L1-u O:::OzU o..""w<t 0..<<:::::S:::1- <to<to wO::l-z o:::L1-w <tzo::o ow<to W:::S:::(j)O I-<tzz 01-0<( ::)w-w 0'0:::(f)~ ",<tZ . w(j)w<tz 0Z~e:Q <t0001- 5(7)0:::1-5 oasQ:::S::::J l1..""o::Uo.. w::::wOo.. 0::01-05<t <t....l~ ....I ::)....1 .0:::....1 S<<t(f)0~ VIO::....I.........> ....IW:::;!O>- ....I >::;;: zo::: <to><t0 w 0 <Xl I ~ N I-.(f) S I,t) 0Zw <(l,t)oM ",Z_Oo O:::NI,t) VI 0 oM ~ 0::01-0 I,t) wZ<(U w(f)tn~ W<t~0 II~. ZI-L1-z I-I-..JLU (;:liQS3o 0::L1-u.Q. zWo......I OOu.iz w9(j)S(j)l1..ZCl..LU wZ(j)COZOO ~Q I::)ZwOWi=ZO:: 1-0<(I(7)<i!0:::3::) L1-z...Jl->woocn o<to..IW(f)o..o:: . 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Ul ~ ~ ~ w r- ~ 5-12 LAST PLOT DATE January 19, 2005 - z o o IJ) LLJ (.) r- o z r- :r: ~ 0::: >- 0... o (.) ....I <i: 0:: I- 2 o (j) (f) o ....10) a:lo wf'- 0C'.J z0) <l:....I 0::l1.. O<t (f):::S::: 0.... LDO <!to.... m<t W U W:x L1-<t 0L1- 0)<t r00 r0r0 C'.JC'.J 66 0000 0000 ~~ 00 <t<t z o LD o o C'.J m "" c:- eil :::l C (1j -, W I- <t o o ~ t' t' t\J 111 I ID \D t' I M .... .... I ID o \.C M M ..J U. <t: a. }: <t: r- I""" OJ I I""" ~o:: zLlJol- Cltzz v;o:(o:(~ LlJVlOO:: OXLlJ~ ol-ZO ZZClLlJ .....0-.... ...::;Vl_ ClN~;;9 ~nl-::>...J == -0::0:( o:(gsLlJo:> O::L1.~O~ oQO~LlJ ~::::iLlJO:(O Xo:(XLlJO 1-:>I-VlO 2 o ~e:z <t~Q zw(j) -(f)~ Ozo wo<( uuo ::)z Ow 0::: 01-0 0::1-0: 8JC2 0::5~ wwO:: COIl- I-I-as 01-0 z::) >-00. <(I 0:: 2t::O z5U <to:::W ....IW~ o..zO (f)ZI I<((f) 1-2::) 0. 0::: o U W 2 o I (f) ::) 0) o o C'.J @ PRODUCT APPROVAL SPECIFICATION SHEET . As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the Information and approval numbers on the building components listed below If they will be utilized on the construction project for which you are applying for a building permit We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products Simpson & USP Cross Over Chart with Florida Product Approval Numbers Category/Subcategory 1. EXTERIOR DOORS A SWINGING B. SLIDING C SECTIONAL D OTHER 2. WINDOWS A SINGLE HUNG B. HORIZONTAL SLIDER C FIXED D MULLION 3. PANEL WALL A SIDING B. SOFFITS C. WALL LOUVER D. GLASS BLOCK E OTHER Manufacturer Plastpro Inc! Nanya PlastiCS Jeld-Wen Kinco BetterB!lt (MJ Home Prod) Fla. Extruders (Milestone) General Aluminum Clopay Building Products Kinco BetterB lit Fla Extruders General Aluminum Kinco BetterBllt Fla Extruders (Milestone) General Aluminum Kinco BetterBilt Fla. Extruders (Milestone) General Aluminum Kinco BetterBilt Fla. Extruders (Milestone) General Aluminum Kaycan Ltd. Cameron Ashley Buildillg 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/ ANCHORS Simpson Strong-Tie USP Structural Conn B. TRUSS PLATES MiTek Industries, Inc. C ENGINEERED LUMBER Boise Eng. Wood Prod. D. RAILING E CONCRETE ADMIXTURES F MATERIAL G.OTHER 8. NEW EXTERIOR ENVELOPE PRODUCTS A B. FECP Corp (Cast-Crete) Florida Product Simpson Product Approval Number Number Product Description Approval Number(s) Distlntion Flbreglass 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 HUS410 HUS412 HUSC410 HUSC412 ITT IUT LGT2 LSSU210-2 LSSU28 LST A 12 LSTA18 LST A30 LSTA36 LTS12 LTS16 L TS18 L TS20 LTT19 LTT20B LUS26 LUS414 MBHA35611188 MET A22 MGT MST 48 MST60 MST AM36 MTS12 MTS16 MTS18 MTS20 MTS30 MTT28B PA51 8DS 114x2 1/2 SDS 1/4x4 1/2 SDS 1/4x6 SP1 SP2 SP4 U24 Set Pac 10 HD Tlten FL1321 FL498, 539 Mk 2/3/4/5, Mk 2/3/415 HP, Mk 213/4/5 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 1100/1140/1440/1450/1540/1550/1570/1900f 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 Senes 1000/2000 11 00TDL/11 001450TDL!1450/1550/1570/1900/ 1970/5000/5300/5350 FL125 FL676 FL44 FL255, 263, 1697 M03-04A. M02-03A, M96-08C FL957 FE57091571 0/5711/5712/5713/5714/5718 FL974 FE570015701/5702/5703/5704/5705/5717 1100/1900/1970 FL1252 0605/060619500/9510 A!uminum Soffit 415501451 02/451 02N Aluminum Soffit FL 1965 FL406 Glass Unit Masonry installed wlMortar FL1363 CT20 (and AR), Landmark 30/40 (and AR) XT25 (and AR) XT30 (and AR) FL250 CRV A!ullllnulII Ridge Vent NOA No 03-093008 Modified Bitumen Roof System FL479 see chart see chart Truss Plates Versa-Lam SP Wood I-Joists ALLJOIST FL2197 FL1644 FL1645 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 FL 1901 FL1901 FL1901 FL474 FL474 FL474 FL474 FL474 FL474 FL474 FL474 FL538 F1901 FL1423 FL1901 FL1901 FL1901 FL474 FL474 FL474 FL474 FL474 FL503 FL474 FL1463 FL1463 FL1463 FL474 FL474 FL474 FL1218 FL402.3 FL2304.2 Product Description USP Product Florida Product Number Approval Number MP34 FL570 PAU44 FL569 RS300 FL822 RT16 FL565 RT7 FL565 LFTA6 FL820 HHCP2 FL817 UPHD8 FL817 HTA16 FL821 HTA20 F L821 THDH210-2 FL821 HTW16 FL820 HTW20 FL820 HTT16 FL821 HTT22 FL821 HUS26 FL818 HUS28 FL818 HUS410 FL821 HUS412 FL821 THO FL815 THF FL815 LUGT2 FL568 LSSH31 FL816 LSTA12 FL816 LST A 18 FL816 LSTA30 FL816 LSTA36 FL816 LTW12 FL820 L TW16 FL820 LTW18 FL820 LTW20 FL820 LTS19 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 . 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I W .... ~ ~ .1- o z w " Z Ui~S2 0 Wf-UJw::, 02UJ~<1: O-:t:> ~~!=~UJ <I:N~O::~ "'""'<1:00 ~o::ooO 3:OwWU ~<J...l-.Jf- 0:: 0 i=l'52 O:::Jo::UJ~ UJ:;Woo:: IUJt:2~ f-_<I:<I:U w () - U) I- 0 --1 z - <( l- I- I lJJ 0 0 - W 0::: ~ <( >- Z 0- Z 0 <( ....J () Q.. SHEET NO, ~ o 0::: >-u....z zf-O <:t:z- zw~ -U)> oz- WOO ()()<:t: ::) 0 oz- OW 0::: o::f-O o...t::u: wO:::-J ~~<:t: WW~ [IJI~ f-f-w Of-() z::) . >-00... <:t::r:o:: ~t::0 zS() <t:O::w ...Jw~ o..zo U)z::r: -<:t:(/) ~~:::l S-13 a... 0::: o () W ~ o :r: (/) :::l C") o o N C0 LAST PLOT DATE October 11, 2004 PRODUCT APPROVAL DETAILS SINGLE HUNG G ~ I A-.J ELFVATiON MASONRY (FLANGE) B.w, (BUCK 'w:t,,,) l /~ ONE BY wOOD INSTAlLA T!JN ANCHOR t' ~ BUCK BY OTHERS 3/16' DrA. TAPPE:R- :NO'-E 5 ~ 7) (~O'E I,,) S"!" AS REQ'D, I' , :/4' MAX \ RIGlJ VINYL (S(E ~OrES) I GLAZING BEAD __ \ (TYP ) ____________ &l ~ \\~-, Lbl\7\ 0 FLANGE TYPE ~~/r \.... INJOIN rRA~E ..M~B ~~~~~'Na~L~~6i ! i ~ wOaD BUCK PERiMt:TER1AI )' CAULK .J 11.'-' BY OTf-'ERS I. (,"INDO\ol ',!D-") /" \ S"'ucco B'r' eTHERS ~ CAULK BE:T\lEE~ ~~~~~~:\J~~MNG SFCTiON 8-8 ;t;~~ 3CJUpcE~ItG :BY CTi-<~~S ,By C-H[RS IMPORTANT INFORMATION llt GENERAL NOTES These notes are provided to eosure proper installaboo. of Flor'ca Extruders 1oIi1e,ione products and must be followed fully. ----......jH/4. i'lt"j.1 [M3(DME:,,,<T ;- GENERAL INSTALLATION INSTRUCTIONS > I 1) SHIM AS REQ'D. AT EACH INSTAll.AT10N ANCHOR WlTI~ LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4". 2) USE SIUCO'llZED ACRYUC CAULK BEHIND WINDOW FLA'K>E AT HEAO 8< JAMBS, SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL APPUCATION OF V1JLKEM 115 ADHESIVE CAULK OR APPROVED EQUAL AT FRAME SILL MUST COi'lPl Y WITH SEAlANT MANUFAcnJRER'S RECOMMENDA:JONS. -1-\ 3) USE SILICONIZED ACRYUC CAULK FOR PERiMETER SEAL AROUND EXTERiOR OF ill WINDOW FW\NGE AND TO SEAL HEADS OF INSTALLATION FASTENERS, 4) FLORIDA EXTRUDERS 1000 SERIES SINGLE H\';NG IS SHOWN. THIS PRINT ALSO APPUES TO THE FLORIDA EXTRUDERS 1500 A.ND ;>.000 SERIES SINGLE ~UNGS. 5) WINDOW FRAME i'iATERIAl: ALUMINUt~ ALLOY 6C63. '7 :::i_ASS \ TYP )($(( ~C""ES> " ANCHOR INSTALLATION INSTRUCTIONS GENERAL: \ " CQNCRE1'E OR ~1ASONRY OP'ENl~G BY OTHERS 6) NAIL AT7ACHI~ENT OF NON-STRUCTURAL ONE BY BUCK IS 4' FROM EACH CORNER & AND B" ON CENTER. USE A HARDENED "T.NAlL" WITH A 0.097" DIAMETER AND 1 3/8" LENGTH (5/8" EM8EDMENT), A HARDENED "MASONRY NAIL" 'NI-:1-I A 0.1~" DIAMETER AND 1 1/2" LENGTli (3/4" EMBEDMENT) OR EQUNALE,NT. FOR ALTERNATE SECTION A'Ala.6, USE A 0.113" DIAMETER COMMON WIRE NAlL WIc~ A 314" E'16EDME1'.T OR EQUIVALEi'lT FOR NAlUNG NON-s-:-RUCTJRAl ONE BY BUCK INTO A TWO BY STRUCTURAL BUCK. & 7) APPlJES TO ALL NON-STRUCTURAL BUCKS LESS THAN I 1/2" -HICKNESS. NOT INTCNDED TO LIMIT TO NOMINAL ONE BY WOOD BUCK ONLY. BUCKS GREATER THA.N 1" NOMW.AL (3/4" THICK) AND LESS THAN 2" NOMINAL (1 1/2" TH!CK) W!LL REQUIRE .6 NAILLENGTli SUFFICIENT TO 'lEFT EMBEDMENl' REQUIREMENTS OF NOTE 6. ill B) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESlSTA\'T MATERIALS OR HAVE A CORROSION RESIST ANT COATING APPl.1ED SUITAf3lE FOR THE ENYlRONMEi'lT AND/OR FRA.'IING MATERlAL. WHERE ANCHORS ARE JSED IN PRESSURE-PRESERVATIVE TREATED WOOD, THE WOOD SUPPUER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COt~PA11BlE Wrr~ THE PRESSURE-PRESERVI\rrvE TREATMENT PROCESS USED. 9) ALL FIELD SUPPUED HOIJ'S IN THE FRAME (IF ,REQUIRED) WIll6E 3/16' IN DIAMETER. 10) WOOD SCREWS SHALL MEET ANSI B1S,51 DIMENSIONAL REQUIREMENTS. 11) IF WOOl? TENDS TO SPlIT, PRE.BORE HOLES AS FOLLOWS: #8 WOOD SCREW. l/S" DIA. PILOT HOLE &. ttlO WOOD SCREW. 9/64" DlA. PI~OT HOLE (NATIONAL DESIGN SPEOFlCATION FOR WDOD CONSTRUCTION). [SEE SHEET 2 FOR CONTlNlJATJO'N OF NOTES] I 1-3/8' I -......., ~IN. EME ~ ~? ILJl IW :::~ ;{. "'- 2X4, 2X5, 2XS IIOGD BUCK ______ BY OTMERS (SEE NO'E l6 ~ 23) ~ ....... JI GNe: BY 101000 BUCK BY 07HERS ~ ' (JP11ONAU (NOTE 5, 7 ond lSA) I~STAllAT!ON ANCHOR #10 \lDOD SCREIoI (NOTE i5 Qnd l5A) SECTIO:\! A-A (ALTERI\JATF! & For insto:lation with two by with or 1'1/0 one by wood bUCKS. . ''''. " ", '.. ...... _.,..,< '~#<'~J~::.,: , :~~~~~:t~:~~~~\..: REVj DESCRIPTION !DATE IINI t,Y,),./ ", .:. ~ c IR'Y;SEO.NOTOS 3,6,7. :12/19/031" 'A '- ~f-- 1 B, ,6, SA.& 22. ADO€O I j:"'\:-..i 'l. , . -/2:i/'3 . I ~~00~ A;g:;E~E:J\ITO i 'I I REFER\S"KE$ A,~D I II \~~~'f · i='- ~ '" I i WJ~ ~~ FLORIDA EXTRUDERSI~1~~:-lY~~iVf'~~ CEKTIACATE OF AV~"CR'ZAT 0' NO '2:35 SA...'iFORD FLORIDA TITLE: INS'AU_A T ION DETAIL S~L HJNS FLANGE ~INJO~S - SERIES ~DOO 1500 ~ 20JC DRAWN 'BY: BB APPROVED sY:R...-A l)ATE:12/19/03/sCALE:NTS,l)WG:>LEXiJC15,SHr 1 JF 2 ~~ ~~ i~ ,~ SINGLE HUNG FRAME (FIN) I r-- ~j~ '~~~CE I TwO BY wOJD I / /\iBY ~,HERS ; ~~1/}11 L J~ j>LI\ W[~iJJ,'JNF;~~~~' J ;11., \- ~~~~~~~}i:~:S 'AMB ' I ~ PERIME' E R I"IS' AL L A Tl ON ANCHOR CAULK #8 \l00r; $C.'<E\I SYO\l~ BY iJT.~ERS STJCCO BY eTHERS SECTiON B-B CAULK BETIoIEEN wl~D~w FiN !or S~EA-rllNG -l 1-- l' "i~ L~BEDME\- ('w'Don seRE N) r:TW~ BY \1000 BY OTHERS i SHIM ~s CE~ D I / ' (SEE NC-':S) SL<€A ;'r-GNG BY O'-HERS \lI,~DC".' :1E.IGHi GL~ZING CTY?) I (SEE NO-ES) ____________...1 I PERIMnER CAULK 3Y DTrlERS SECTiON A-A i---- I'MI'i, EMBED,i'iENT (1,,'000 SC~Ew) - wl~DC'.' '.'IIHH IMPORTANT INFORMATION &. GENERAL NOTES These notes are pro\o1ded to ensure proper instal!aoon of fiorida Extn,..ders Mdestore products and must be followed fully. SHi~ AS REQ'D, (SEE 'iClTES) GENERAL INST ALLA TION INSTRUcnCNS 1) SHIM M; REQ'D. AT EA01lNSTAUATION ANOiOR Wl~H LOAD BEARJNG SHIM. :-'lAX. ALl01NABLE SHIM $TACK TO BE 1;4". APPLY A BEAD OF VVlKEM 116 ADHESIVE CAuLK OR APPROVED EQUAL AT THE FASTENER "OCATION PRlCR TO INSERTING THE SHIM TO ADHERE THE SHIM TO THE SGBSTRATE A.~DIOR WINDOW FRAME. FULL BEARi~G BFTWEEN THE SHIM. SGBSTRATE A~D WINOOW FRAME ARE REQU;RED. 2) USE SIUCONIZED ACRYLiC CAuLK BEHIND \VI,~OOW FIN AT HEAD, SILl &, JAMBS, 3) USE SIUCONIZED ACRYUC CAULK FOR PERlMETER SEAl. AROUND oxrrRlOR. OF WINOOW FRAME. 4) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ~LSO APPUES TO THE FLORlDA EX1RUDERS 1500 AND 2000 SERiES SiNGLE HUNGS, 5) WINDOW FRAME IoIATERlAL' ALUMINUM ALLOY 5063. ANCHCR INSTAlJ.ATION INSTRUCT10NS l' M:N. EMBEDMENT (VOOI:l SeRE'w') 5HEATH1NG r' - '.:NDOW' --i wIDTH ; I Ai: hi 0 0 1 ~ ! , ii' /'r I -L....-I!I a: B : A.'iCHCR ~: , SPACING III (QUI'LL Y SPACE (SEE BELQ\I)II i 'I ~~CHCRS (TvP) Dr ...---- M ! I ' LQ:" .I~no.. T Iii / ':1 i HEIGHT ~Iil ",.1 ! I · I. 1 ANCHCR ! I A 'i 6' "AX -1 SPACING:-i r II (TYPJ (SEE BELOV) ...J,-- $' MAX. (TYP.) ~LEVATION GENERAL: & 6) ALL INSTALLATION ANCHORS ,"UST BE IoIADE Df CORROSION RESiSTANT ,'1ATERlALS OR HAVE A CORROSlON RESISTANT COATING ~PPUED SUITABLE FOR THE ENVIRONMENT AND/OR FRA,'lING .'1ATERlAL. WHERE ANCHORS AR.E USED IN PRESSURE.PRESERVATIVE TREATED WOOD, THE WOOD SUPPUER SHALL BE CONSULTED FOR RECOMMENDATION OF ANOiORS COMPATIBLE WITH c-1E PRESSURE-PRESERVATIVE TREATMENT PROCESS USED. 7) All FIELD SUPPUED HOLES IN THE FRAME (IF REQUIRED) WILL BE: a) 3116" IN DIAMETER FOR #B WOOO SCREWS. AND 0) mE SHANK DlAMETIR. OF THE NAll ROUNDED UP TO THE NEXT ST~NOARD DESIGNATION DRILL BIT SIZE, 8) WOOD SCREWS SHALL MEET ANSI 618 6.1 DiMENSIONAL REQUiREMENTS. 9) NAlLS SHALL MEET ASTM F 1667, "STANDARD SPECIFKATlON FOR DRIVEN FASTENERS: NAlLS, SPIKES, A,~D STAPLES." 10) IF WOOD TENDS TO SPLIT, PRE-IlORE HOLE M; FOLLOWS (PER NA'10NAL DESIGN SPECIFICATION FOR. WOOD CONSTRUC11CN REQIJIRE~lENTS:: a) #8 WOOD SCREWS, l/B" DlA. PILOT HOLE, b) 0.113" DIA. NAlLS - #44 DRJLl SIZE PILOT HOLE. 0) OTHER NAIL DlAMETER PILOT HOLES NOT EXCEEDING 75% OF -:HE NAIL'S DlA~1ETER M; REQUIRED. 11) WOOD SCREW AND NAll W1THDRAWAL VALUES USE) TO GENERA-E FASTENING REQUIREMENTS ARE BASED ON SOUTHERN PINE WITH A SPECIFIC GRAVITY Of 0.55. 12) WOOD SCREWS AND ~AlLS SHA:.J. NOT BE MIXED TO FASTEN ~c1E SAME ASSEMBLY. - 13) WOOD SCREWS AND NAILS SHAH. NOT BE USED TO FASTEN ASSEV,BLY jNTO THE END GRAIN Of WOOD. - [SEE SHEET 2 FOR CONTINuA TIDN OF NOTI'S] VIEWED FROM EX"ERIOR H;::AD SI' L !. .JAMB ANCHOR SPACING rT~ 70 PS, D P,) '.'DOD SCRE''', 24' O,C ~AX <TYP) \~.11_, 7' 0 C. MAX FOR .JA,~BS A:'iD 10' D.C, ~,AX FOR ~EA~ ~ SILL ~ ~~ [i1j'~"~~ , ..t~~,t~/r 1 Of' 2 REVI DESCRIPTION DATE !NI ~66'S~~QJ~~;uTO lD/l/03 RJA i A~\~~HEt6c~TI~~LK c I~~:~~g ~g~ ~',>ND il2110/D3 RJA I TITLE TO REFlEcr NAil I i IALTERNAT( , i i I 5:" d ~~ ~~ .U ':J FLORIDA EXTRUDERS 11~~~NSl~Vr\l:~~ CEKT1~CA11: 0' AUT\;ORIZA"ON 'D. 9205 SA..\iFORD FLORIDA TITLE: INSTALLATiON DETAILw/#8 SCRE'.S CR I,~ILS SINGLE YJNG FIN \lINDo~ - SERIES 1000,15:;0, DRAWN BY: BE ! APPROVED SY. RA DATE: 12/10103 : SCALE: 'i T, S, IDWG.:FLEX0026 S~T I;;w ~~ :;!'" !. 2000 ~Cl) Sri --.., nt x 2 X ./8 !Coo SH -, r1 x 2 X 31B _A'3 "YO)l, r-', ;:"lUIDN _AM! (TYP),I\ ~~KUlLJON ~ ,i ..,..r itS x 1/2 SELF MJ ........ 119 x 1/2. SELF ~ TAPPING SM$ r APPI"iG s,~s 11 1,Ii JU 'II Ii -' -ryP1CAl \fERriCA.... TO HCR;ZONTAl V0LLJON 70 Mv:..L;ON , -----.:.c,; s~~ ~~': ~~~a~~ .J/ !. ~UlLICN \ I' \ <JJ ---..\<? ~ SEALANT 8P"'i:E:N r / 'KiNDQY FLIlNGES -v S. '1L:LUON ij6 X j-~/2: $(I_F T APPJNG $.MS A-A, ( 1) SECTION A, A (2\ II ;:>) \,- #9 x 1-1/2: SELF ~ AP?!NG $J.i$ SECT'O'i ~1 X e 7/16 )( I/a L'3E ~UlLlOt-j ;- 1 X a 7/~6 x 3/9 " JC $ H...., r- ~coo SJi,""""""'1 ,,-L, Tl.!'3E HULL10N ~A,Y\3 ',"Y?)~ 1 1 .,JA,MB (":'Y? > \1 : ~ I ,I ~ ,. x "2 $(LF ~i, ~ '8 X 1/2 SElP '-APPING SMS fa ~APprNG SIolS y==ly ~ JI '! 1 --' St~~~8: ~i~~~~~ -.V & ~UlL1CN (( <l! . ....\" \ St1~~~~ ~i~~6~~ ....v \ " fl:1)L LIeN "-Ita x l-l/Z SELF A-A (3,',"P1NG SMS ";;JI \--. #8 X 1-1/2 SELF TAPPING S/'4S SECTION SECTION A-A (4.) ." H ill !!/'~\~"'\ CA,'! cryP) II i I ~ I ~ 'S x :/2 SEeP ~ " :] ------ 'l'APP:NG SM$ ~ ~ ir-,! 1000 SH.'; I JAM]! CTY?) I, \ I ~I I ~ I r.#B X l/2 StLF :- A?pr~G SMS 1 X 4 X 3/B T',,3E ~ULL10N I _n w _'" IQ.:r--.::;~ !~.N,..,Lf": !~i::~ /14: CD -i ~ v~.28 'S,.lf"'> E~ I~ O...J Ik HORIZONTAL SLIDER MASONRY (FLANGE) TYPICAL MULL INSTALLATION ~ \ ~ ~9: X 1-112 SELF~ \ '"'- r ~EALANT BE.T\tEEN TAPP!NG $MS "--- ''J:tdlCW' F'LANOES to I'Ut..l...lCN "'- ~8 ;( 1-j/2 SELF ~ APP!NG SMS SECTION A-A (4) rlX4X3/6 ~ TUBE I'IL.t.LION ir=n' I I JA"~O~T:P~ ~\ : I ! 'S x lie SELF ~ll ! ~ 'S X 1/2 SELF r AP?!NG SMS W,tL "Jl___ rAPPING SMS ~liJ~ 3.. .- lOCO P V IDESIGNER r- DCO P 'w'.JDESIGNE:R ~;I "; "" ',,/ Sll;,,':"x 3/4 SElf" ";" ~PPING $NS !l / ~ APPING $MS r- II" III 4L::JJr~u~~~J~~;J~~~gN ; ~ ;o~E2~L~~N SEAL"" 'C-'.i€EN~ ~.S X 3/4 SElP ~, J I ~B X 3/4 SElf' IJINDCV r:"ANGES \... \ TAPPI"G SMS .. Io1L!LLlCN ~ WOO S.H ,APP!NG SMS "--- L000 S.H ,..., ~ 1000 Pol /DES!GNER S[JllANT lltTW'(r1AD (TYP> ....1 r~ ;~~~I~;;.) A-A (2) SIL... <TY?) \~I~Be:*,~LANGES SECI ON A~A l I) rtl8 x 3/4 SELF ~. r JOOO P,\I./DESIGN(R r ~ar~O ~;....~~SlGNt~ / 1AP?!NG s'MS 2 X 4 X 3ig I SILL <T'(?,) '- r Tlia:( MULUON r~e x 3/4 SELF r~8 x 3/4 SELF II ~"II \ ~ / r"PP!N'Ci S~S L ~ 2 7/16 ;( ,/8 / ~APPING ~rMS 1;( 2 71i6 X 3/8 '\ lor;- " /r ',,'E MlU1CN W.II u, II TU'E _ULUON 11. \ 11'111 !I ,_.11 SEALANT ,m'<E._ \-/0 \ ~ J I ~l~tE~ID~lANGe: \ / r '. II StALANT '''''trN /" L . ~.. . I: I ....:NDOY "LAN'G[S-L..., _.... J I II · <ULLlON I JI I I ~#8 X 3/4 Sf:.LP' '--- LOOO S H. T APPIN(j SMS f-<EAD (TYP'.) SECTiON A-A (4) CD~C~ETE OR~AULK BETwEEN '.OOD LNS'AllAllON ANCHJR IMPORTANT INFORMATION llt GENERAL NOTES I::c. ',ASONRY OPl~:NG BXK ~ "AS'Y ;Z=PE~;NG 3/'6' "iA TAPPER LD 3Y O"1"HERS BY JTHERS: CNCTE ~2) These notes are prov\deC ~D enS..Jre proper 10s1;allator; of Florea Extn.,ders M.iestore IJNE BY ',...'DoD _ ~ products and must t.e fa lov1ed ful'y BUCK BY JrHe:RS~ I I CNCTE 5 ~ 7) <:\ e::. I, ~~I{i~M~~N.. GEI.ERAJ.INSTAL:.ATlON ,NSTRUCTlONS 7) APPLIES TO ALL 'JON-STRIJCTURAL BUCKS LESS rHAN 11/2" T"HICJ<NESS. ~JOT CAU-K Bn.. C, " - ,,- INTENDED ro LIMlT TO NOMINAL ONE BY WOOD BUCK ONLY. BUCKS GREATER '''I~DS';06L~~g~ 1) SH1M AS RE'<,D AT EACTH INSTA":-"'ION ANCHOR Wffi1 LOAD BEARING SH1M. ~AX. Dr THAN 1" NOMIMAL (3/4" THICK) A~D LESS THAN 2" NOMINAL (11/2" THICK) WE.l - ~ I> v=-- I A,LQWABLE SH,M STACK 0 BE 1,4 . LQ:" REQUIRE NAIL LENG1'H SUFFIOENT TO MEET EM6e~MENT REQUIREMEN"T';; OF . \ :,.j 1/4' SHI." 2) USE SIUCONIZED ACRYUC CAULK BEHIND WINDCW FLANGE AT HEAD &, JAMIlS, SU NOTE 6 ,~ c-... SPACE ~~X -I ~UST BE A;ACHED T~ TH~ SvBSTRATE WlTH VULK.E," lIS ADHESIVE CAULK OR B) A~L lNST4LLATION ANCHORS MUST BE f<'ADE Of CORROSION RESISTANT II -.... . APPROVED _QUAL. AFPClCA, ION DF VUlKEM liE ,WESlVE CAULK AT FAA~E 51U. ,"CST MATORlALS OR "AVE A CORROSIDN RESISTANT COATING APPUED SUlTABlE ,'{)R II I COM~lY \lVI":"'rl SEALANT MANUFACi'uRER'S RECOM!'-1E'IOATIONS n"'H~ ENVIRONMENT AND/OR FRAMING MATERIAL VVKERE ANCHORS ARE '..;SEO IN I II I!l ,6,c 3/ uSE srUCO~1lEO ACRYLIC CAULK FOR. PERlM8"ER SEAL AROliNO EXlE.PJO~ Of PRESSURE-PRESERVATl'Yf TREATED WOOD THE WOOD SUPPUER SHALL Be "y ~TT~S~~ _ II II'f I'I Lh..::, WINDOW FLANGE AND TO SEAL HEADS OF INSTALLATION FAS-:~ERS. CONSUL TED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE D -" c~" I ~J ') FLDRlOA EXTRUDERS 1000 SERJES HORJZONTAL SUDER IS SHOW~ PRESSURE. PRESERVATIVE TREATMEm PROCESS JSED. iI"-L- S) NINDOW FRAME MATERIAL AeUI~INUM ALlOY 5<)63 9) ALL FIELD SUPPUED HOL.ES IN THE FRA;1E (IF REQUIRED) WH BE 3116" IN II ec",",-" 'NlFDII SHi~ AS ,EQ;) DIAMETER. - CAULK I II (SEE ~OT::S) B H '"CHaR INSTAdATION ,~STRUcnONS 10) WOOD SCREWS SHALL i-'EET ANSI BIB 6.1 DI"ENSIONAL REQUIREMENTS BY OTHERS I ,I (BUCK 11) IF WOOD TENDS TO SPLlT. PRE.IlORE HOLES M; FOLLOWS, #8 WOOD w ~ i5 ' I HE!GHT) GENERAL: SCREW - 118" DIA. PILOT HOLE & #10 WOOD SCREW, 9(64" DIA. PILOT HOlE ':,!~;,~ /, S G\::gc. ,;,.,c I ~ ;!. :~~;~H~~;~TA O:A~~~~~;U~~:'~ ~ ce~;~ ~~:,~~~ ~;~ ~~S~~~~;~ (NATIONAL DESIGN SPECiFICAnON FOR WOOO CQNSTRUC110r..) I GLASS cryP) -.-l ~ ~(ADER ,,- 5/S" EMSEDMENT), A HA'DENED MASONR.Y MIL' WT'"H A 0148" DIAMETER <ND) ',,' 3/16" DlA. TAPPER CONCRETE SCREW (WITH NON.STRUCTURAL ONE BY (SEE NO-(5) ~ ~ , i LEN.,,-H .3(4' EMSEO~lcNT) OR EQVrvAcENT wooo BUCK): I I II " 1-\ ON[ BY 101000 KiCK 8Y C:;NCRE-E JR , ,I \ I ~ DT:-<ERS ,"leTS S &. 7) \ o,;.:.SONI;C:Y O?E~HNG 12) WHERE WINOOW is INSTALLED IN MASONRY OPE,'HNG I.YrTH 4, I "1'1 B ',; \ BY O-~ERS NON-S"TRUCTURAL ONE BY WOOD BUCK (NOTE 7), cJse A 3116" DlA. TAPPER I I \ - CONCRETE SCREW Of SUFFIOENT L"rn TO ACHIEVE MIN EMBEDMENT OF 1-1/4" I !i 'L--1l' L R:G:D VINY_ ! (BUCK "'!~~~)1I4' SHH~_J\ .i~~:~~;M~~~r INTO MASONRY OR CONCRFif, p'Kr"'1t:T~R i I ~ GLAZhG BE~Dr FLANGE TYPE SPACE MAX ,f\ I 13) SEE SHEET 2.FOR 'rAPPER rNsr-AlLA.TfON ANCHCR. LOCATION CHART L.ETTER - rAULK I! (TYP) 1 'w'[NDO\/ FRA.V,E $HZI-i AS R€:'Q'D \' i \ I DESIGNATIONS ON THE TAPPER LOCATION CHART INDICATE WHERE TA?PER IBY JT~ERS ---\ il I FLANGE TYPCJ .A."B ~S[E-'~CTES)'~' : > CONCRm SCREWS ARE TO BE;NSTAu.EDWHEN '.,SINGTHEEX"ERJOR I 1\11'1 ~~[ILNLD'JV FRA,"€ iNSi3A/~,~~T~?,," e'ANCpHp9~~ "-... 1,,1, ELEVATION ASAKEY. , 0 "" c, '" :<) TAPPER (RAWl) CONCRETE SCREW MANUFACTURED SY POWERS fASTENING, I (~OrE 12) 'It 'X V" , I~C. WILL BE USEO. TAPCON (by aco TEXTRON I~C.J OR mEN (by SIMFSON , ' RiGiD VINYL 1\ 1 STRONG. TIE) CAN BE SU8SmVTED WITH THE FOLLOWING UMTTATJONS FOR r -",' '" \ (1 ~LAZI~G BEA~ ~1 T"HE HORlZONTAL SUDING WINDOW SlZE 024,0245, D2S AND D26: 3li4' ~lASS (TYO) /' Ii I'l' a) INSTALL n~o ADDfTlOML FASTENERS IN HEAD OVER CHART ------: / (SEE NO-ES)', ) / REQUI~EMENTS AT LOCATIONS A AND O. ,,~, ,m,,," / -/' ~ \ I {( i,l ily I / \ 0 15) ALL REMAlNiNG FACTORY APPUED INSTALLA~[ON FASTENER HOLES NOT .'INDOw FI_ANG€ /"'1 _ II I" I USED FOR TAPPER CONCRm SCREW INSTALLATION SHOULD BE FILLED Wffi1 #8 !or PRE CAS T SILL ~ I I' ~ .1 'I'. WOOD SCREWS Of SUf'FlCIENT L TH. TO PROVIDE MIN. 5/B IN EM8EDMEN1 INTO wIVULK[~ 116 i Sr::CT'ON A A ___ ~~~I 1'1000 BUCK. ADHES;VE CAULK PRECAST SILL --J ._" - C4ULK Bn,"E~E~ ___ __,\ OR AP?ROVED EQL BY O"HERS '.;NDO\,! rLANGE I #10 WOOD SCREW (WITH STRUCTURAL lWO BY WOOD BUCK): '1 \ ,"'DOil BU:K p r- \..'tI. ~ ^ PERI~E'ER 16) WHERE WINDOW [S INSTALLED IN '1A50NRY OPENING WlTH 1\ STRUCT1..:RAl I /-" -I I C~JI K STUCCO ,1 j n~o BY WOOD BUCK, USE #10 WOOD SCREWS (A,~SI818.61) OF SUFF!ClENT . A 8 C I D I BY OTHERS BY C'HERS 'J LENGTH TO ACHIEVE 1.)/8" MIN. EMBEDMENT INTO THe TWO BY WOOD BUCK. .' w r" LK BO" '>EN 17) #10 WOOD SCREWS ShAll BE INSTAllED AT AeL FACTORY APPUED \}'I,'H GEn nil, 1.$ i;# rt F "i+""~,,,,-;M,";W"'-SF~C ~~;;i:1t\<,\; l[*'E=[,~i:~=;~:;;:"",f~:;:g.':;::;~ /:/ r A q! :"~",",,'\4~f~:"~'" REVI DESCRIPTION DATE lKI FLORIDA EXTRUDERS 111~:yi~1'f\...t~i BIB i~ /(\J l!" ~;. ~"i-...+-:-:-, B !~O;R~~T~~0-Y~~A,~'Go;51'CI16/03IR_A CERTrf!CA'E or AUTf'OR'ZA"O' "'D. 9235 SM,'FORD, FLORlDA I 'I ~ii j"';', \ .N'1.,2' ''"'' ,COCA110N ON ANC"ORSI I 'I'l~~. INSTAl LATION DEIAIl 'II 'APPFRS Ltt I r+J ,'5 :,"Y' ~"""...:,: _: ,ON 2, 3, 20 'NO 30 ,w;. '- - " - - E LEV A TI 0 NA. ---.J g "::i:~'1<':l!ff~t:~",..,:!;" c I~~:r:~~\ 'to~dg ::2/19/D3 R...-A D~;;ByS;BI DING FLANG~:'q~;;~Y-R.JSAER I ES 1000 V,EWED FROM EXTERIOR"'.,.':'.::'.' lONE BY aueK CAcC-OcT. i DATE' 12/19/03'SCALE: NTS DWG: FLEX0020 SHEET 1 OF 2 ANCHOR INS1AcLATION INSTRUCTIONS (CONT) WOOSH-, lx2Xl/8 'DOOSH.l r~x:=X:3/8 ""AM! (~'(P) \ TUBe MULl...roN JAMS CY?,) \ rL '"<-BE l"ULLlGN ~ h" ~ _ 'B X )/2 SELr 1 L'J r- os x 1/2 SEL< r ,I:lI ..,/' TAPPING $MS d TAPP!NG SMS ~' J~ ' -'iL, CNE BY "ODD 0 CONCRS-E JR CAulK BOIolEEN BUCK BY O-HERS~&.:l. ~ASJNRY OPEN'7ING '.000 BUCK & (NO-E 6 ~ 7) BY OTHERS ~AS'Y OPENING BY OT"ERS CAULK BETIIEEN wiNDO.. rLANG~ ~ I ~ wOO;) BUCK . :-;/4' ~IN c:. 4. EiABEDMPH ~S." k I I r' .--1@ /!'-... .~ I'NSTAL'_ATlON ANCHCR / L~ 31l6' DIA, TAPPER (NOT[ :.::'l STUCCO ...J ~ \~ : i 'BY eTHERS ~ SHi" AS REQ'~'I C7 1/4' MAX. PE~I2~~E~ (S(E NOTES) BY OTHERS ! \ i /1' \.- FLANGE -YPE I I \i[NDCV '""RAME I R!GiD VINYL I 'lEADER GLAZING BEAD I '';.H. <TY?.) l ~LASS (,,'iN~O'" ~ ~ CTY?) (SEE NO,ES) I HE~T) '~ M I h' (BUCK CAULK BO'''EEN '..INDO'" HEIGHT> rLANGE ~ PRECAsr SILL VI VULKEi'1 116 ADHESIVEl CAULK, DR A.PRV D EQl IH' F"LANGf: TYPS , _RIME E, 1M! ~ wI,DO,,", PRAME I :: Q~~~~~ \ t ~l'/ SILL I @ . \~ PRECAST SIll ~ D. I BY O""HE:RS 'Q ~ SECTiON A-A i-\";,\.I.-~ )' A ~ I' VEWED FROM A 81 C EXTERiOR to iT /. +E I I f/' I, I J + B K 8 Vl i I~STAlLATICJ~ ANc'-1CR ~8 wOOD SCR(.' SHO'.N _______--------+-:_ STof'CO E ! BY a-HERS . ! /'\ i I \j _ GL...AZING (TVp.) 7 =-,; J (SEE NOTES) PER:METER ' II ~/ 4' MAX, C~ULK Ir ~'"(" SPACE BY O"HE~S 1 L-. I Ui~D~::ErRP':: I HEA De:R GlAZ1'JG (TV?) 1 ~ (SEE NarES) :I../' ~ f-- FIN TYPE , V wlNDOV FRAME ~.. ~L~i~~~:;' ~~'I,)' ~ T'.O BY "OO~ L'iSTALlATElN ANCHOR .: I -------- - BY O-"ERS ~6 'r./OOD SCRE" SHOVN " I I "--.. "'."" .' STUCCO -------------./]1 BY OTrlERS J CAULK B€1I1EE~ '''iNDO''"' F]~ Sf-'EATHI~G ~ SHEA rHlNG BY OTHERS __ I 2X4X3/9\! I TeSE 'UlLlQN \1-1 I :NS-'e'_AClCN ,c.~ ------: 1: I I II ...----INTER~~l C_IP JA{o1'~0~TYS?~ l 1 :' V , I '. J II [j. ,I ~ I r::-- ~~ x :'2 STLF I fv--l+ ~ ~ .....,h.PPI'" SMS: ..J l- lX L:R 2X ~ULL (TYP) " I SECTION 3-8 (C; 0'1, ~I) r[:!'IS:AlLATlON "''''CI-'CR SS~,~~~ ~I~~a~~ ,/' I II, I I 3/16' D:A, TAf>CCN ll. ML'LUON ~~f':r~G~';;~sSELF' r II f : I SCR("W' ANCI-<'CR ,"TyP) SECTION A-A (7, ' ----' I r >leL 'ClP ___r-~\~ L J I ~ I I r lU4'~lN. 'J 'c EMaE:tMi:N1 ii' I ,"-All C ~ '\, I "- ":~~;L':~! '~<RS I '___:__~~__==-=--====== . I ~':":R il;DDrltlNpL AI'o:C1-'ORS, '"IHE:~ "E~l.,.:R(D' ! 1)1# dill # II [0l 1, i L 'J]1"-, II I in;wj~__~j 1 lil9 SElf 1 APf"JNG 3 ---...J tlULLlIJN:: ~" SMS(i"l'?) ~ i ~ I "E'/IED eROM EXTEil'OR ~ GENERAL (CONT): 'f.i _ .SL "t SEAl-ANT BE"'VUN '<--- Vl~DOY :'I..ANGES ,. x l_~/~U's',J(~ TAPPING s~s \J; "'" \. "r S(AI..ANr 5C"''"(0, "'L.- V1NlJO'w' f""-ANCCS \- ij9 X 1-1/~ "S~C~CN ':"APP!NG s~s SECTION A-A ( 1 ) l. x: 2 7/1& X l/8 "ruB€: MULr...!CN SEC'-ION A-A (2) 1000 S H. ...10,'-1.3 (iyp) d 1 X ~ 7/16 X 3/9 i:.;BE. foiut..UON I ,------, ~ ...l ~ 118 X 1/2 SElF T APPING SMS lOOO S H. --, r::- ",AI-l! n'iP) \ 1 r -; ~I ' ~ ir 146 x 1/2 SELr TAPPING SIo1$ ~ '] fL==1 ~ ~ 'i !f;\ ~ ~ S("Ai..ANT lltT\.rt:t.... 'L ',,!jNDO.... r:"ANCE'S .. l'>.lJ1..L1CN ~a x 1-l/2 SELF' iAPP:NG SM$ _SECTION A-A (3) 1 X 4 X 1/8 T\..o'BE MULLlCN rr= i , !Coo s.M'l ; 1 ""AM) (T{P) I jl , ,f:: I '\ ~ (c; \ 1?l \'" , ~, "f SEALAAT SENEEN 'i- V:NDO'J f1,.,4NGES " MULL-ION #a x l-U2: SELf ... A?P!NG s./oiS SECTION A-A (6) \ '\., S[ALANT ,!l[TlvED( \.- 'i...- 1J1NDC''.I FLANGeS \ KUlLIDN lie x ~-lJ"2 S'EL~ T APP ING Sio1S SECTIO,N A A (5) \000 S.H. \ 1 X 2: X 3/8 JA/olB (Tv?,) \ r..''B( MULLION ~ ,.-------, ~ .. x l/2 SELF ,.~Pf"rNG SMS ~ ~oco SH.i A!'(3 (TV?) \ , r I X 2 x 1/$, ---/..-.-; TUBE: i-IUlLl:JN ~ ~ ~:P~I~~2S~~Lf IJL ~ - I '!l ---'~ :?l. \:.......... SOI...ANT lle:"'w'E~N "'------'-- "INDO\I' FRAME: Il. i"ULJ..lON 1+3 X 1-1/2 Sf:.Lr -A,PP[~G SfoIS SECT,ON A-A (2) HORIZONTAL SLIDER , --.:.r;; \ <?l \\ ~ ~1~~~~'I' r~~1~~EN \ 10 MULL10N \-... jj9 x 1-1/2 SElr TAPPING SMS SECTIOt'-J A- A ( 1 ) lX2i(16X~/e TUBE ~lilLlON 1 X 2 7/16 )( 3/9 7UB( MULLION FRAME (FIN) SHfA"";...j:\JG 'i~ T\JD BY ~OOD CAULK BET\oIEEN BY G-HERS 'I ~!I!iJ I( BY OT~ERS '>,"!iNDO'." FIN So S~EAT.1ING ~ III ~;~ '';\ I~ST"LLATiO~ ANCHOR ~..,' II) \~~I #8 '''DOD SCREIoI SHQ..N ---~..r:' \ S'UCCO OR I l SID1NG BY _____________ ; II'i,!1 / \ / \ ~T~ERS t- IjV ~TER71 1r==='-"11 ~~ C~ULK I [I BY ~-"r.RS I iliiJ' IJ Ii - , I~: SHI" AS REQ'O GLAZ;NG (TYP) ~ IrD (SEE NOTES) (SEE NC'ES) ~I W 1 l' i : i I' i :CCO SH'l JAMB (Tv?) \ ~ ~ ~ I 1000 S~;' ~ JAJ'.) CfY?) 1t8 X ;/2 $(t.f ... ~PPING SM$: [~ #S x 1/2 SELf" ",PPING S"S 'IDT -' ' 1/4' ~AX. ~ '" .~DO'" w H - I SHIM SPACE CAULK BETwEEN TIIO BY '''ODD ~ ~ w[NDO'" FIN BY CTNERS ~ SHEAT~ING SHiM AS R::Q'~ ~ ' (SEE NOTES) ~ .' I :. /\ 1//\ i rrl~' ~~!!/' \ 1 "_:~.IN. ~I / ,i' 1 \ i. EMIrEJ)MENT I \V II' ~'''..''.':1CRE''') '~ rt=F I D't-; f; ,/ I 1 I / GLAZING ClYP)J /lpER'METERJ / /1./ (SEE NOTES) 'CAiJLK I ( SrlEA-HING J BY DT~ERS I; BY THERS FiN TYeE w'INDCW' S-UCCD JR J FR~ME .JAMB SlD~~2e:~~ q~s-::~~; TJg~E~'I~~~~N ~ !~ If '--W'iNDLl'" \li:),!1 --I' ! ::; J::;'..:lD i 1 ~~~ Uo: --11 ~ u.. w r' ! 0~. A~ j r-i1 I1II I I -:' '"i'iDOV "II 4 I /.// ~ dUALLY HEiLF~HT ~: // 1./ ::~ A~~~g~S !II, :1 ',ii' (-ViP) ~~o I 8 -o~ B AN:;~J, A ..-J II :::J L SPACI~G ;1 (TVP) (SEE BELJ..) 6' MAX ny,::> > -.-;1"-- '!l ~t.; <,Jl \_ "" seALANT aE.n..~O:N __1- VINDIJ'i rRAME: &. MULLlDN - Ita x: ;-:Ie S[LF TM'P:NG SMS SFCTION A-A (3) SECTIO,N A-A (4) X4)(\lS rtX4;<3/S M~C!E flULLlO' I~ T~!E Ml!LLION II ; !"'--'I ,I i I I !DOO S.H. I! ! : !COO SH..., i JM" (TIPJ i I ! 1 ~AM! (N) \ ~ r____ '8 x ,12 S(lF =i /" TAPP1"iG SI-iS ~ J L--, \t; \ .--.--J <:'1 \""'" SEAl-ANT anll'E.E:N '-- "INDO. '~AAE" "- "6 X l-U2. &.s;~lIaN TAPPING SMS SECTION A A (5) 1/4' !>\AX I S~I~ 5?A:E \e; \"?L \:""'" I SEALANT BE:T\(,[EN '-------L...- '"I1NDCN' FRAto1E Il. )o\UlLlDN #8: X 1-1/2 S.ELF T AP?ING $~S FIN TYPE '''I~DOw FRAME ~EADER i:M9 x 1/e SELf" T APP!NG SMS ,~ i i J i ! I ,I Ii II a~1 11 nE]~1 FI'l TYPE I'~ ,In /"' .~NDOW' F<A,~E r~ II t/ SIc,- I: 1 II .~ I: '~ ~"RBlE SiLL .. ~l LSTOOL BY I PERI~~~E~ ~I I O'HERs BY JTuERS I I'~ 1/4' SHl~ I IW ~ ________~?ACE M,'X I~S"ALLATIC' ANCHCR I I 'is? \ 48 '''ODD SCRE'.' zSHO,,",N ~Il ""---- --:;:- AS REDD S'UCCJ JR l.- 'mr ;:> \ (SEE >lJ'ES) SlDd~~E~;-1 ,I ~ \ "......" , ~>I N ~~l,f.).tij~~,., CAULK.. BEP..It;...EN I z~~ \ ~~ .. ~~ ,.- \~~ ' \J ' ,W,,~";,~ I:',';:i;; .~ 1ij'4r '000 ~ I: {Q<~~~~~~\".L" - OTHERS ~ ~ ; I. (t\t~~f1z.,t> S E C T 10 NA. - A j ~ ',' .f;~t~:~"~\":{;lr fi ct . '~(,~t~~h~. ~'. ELFVAT:ON (( ,e; \ ~L \ ~ StALANT lltT,*EEN '-- "'INDO\{ rRAMC \_ tl9 X t-1/2.'" S~U~lON ,.. ~PPlNCi S~s. SECTION A-A (6} I,./I,\/DO\./ ....fIGHT ';:E'IiEJ FROM EX'"i:R,()q HEAD SII' !or _ANB ANC~(;, S?~CI'iS IJOOD SC~E\,./, 2:4' C C, ~,AX. - T(] 70 PSF D P SECTION 8-B NA:l 7' G C ,~AX, - 46 PSF -J 70 PSF D P >I"IL, ie' C C MAX. - '0 45 ?Sr D.P IMPORTANT INFORMATION llt GENERAL NOTES Tnese rotes a'e provided to ensure proper Installation of Florida Extruders Milestone products and must be followed fully. GENERAL INSTALLATION INSTRUCTIONS 1) SHIM AS REQ'D. i\T EACH INS'7'ALIATION ANCHOR WITH LOAD BEARING SH1M. MAX. 4LOWABLE SHiM STACK TO Be 1/4". APPLY A BEAD OF VuLKEM 116 ADHeSIVE CAULK OR APPROVED EQl.AL AT THE FASTENER 'eOCAnO'i PRlOR 10 INSERTING THE SHIM TO ADHERE THE SHIM TO T~E SIJBSTRATE ANDIOR W:NDOW FRAME. RJLL BEARING BETWEEN THE SHIM, SUBSTRATE AND WINDOW FRAME ARE REQuIRED. 2) USE SIUCONllED ACRYUC CAULK BEHIND WINDOW FIN AT HEAD, SILL & :A~1BS. 3) USE SIUCONIZED ACRYUC CAULK FOR PERiMETER SEAL AROUND EXTERIOR Of Wl.~DOW FRAME. 4) WINDOW FRAME ,"lATERIAL: ALUMINUM ALLOY 6063. [SEE SHEET 2 FOR CONTINUATION OF NOTES] REV] DESCRIPT;ON DATE I IN! 2 i~~;s~~o~~~~~VOTO I 101: IC3 I R"; A lust: ,olDi-!ESt'y'( CAiJ1..K I I IAT SHr..l I~OCATION " IREY"SED NOTS: 5 '...... 'RE\-ISEO NO~ S Me- ITITLE TO R(J:"LECT '-iAI'L IAL,ER~ATE FLO RID A EXTRUDER S I11~~N~lf&1~L'rl~~ CER1lf!CATE or .UTHORIZAne' NO. 92JS SA."iFORD FLORIDA TrTLE: I'iSTALLATION DETAIL '.1#8 S:::REIIS OR NAllS HORZ SLIDING FIN WINDDW - SERIES 1000 DRAWN BY: BB I APPROVED Br: RJA DATE. 12/10/03 'SCALE: N T. S, DWG.: FLEX002B SHEET 1 Of' 2 12/10/831 R";A I ,~, ",. ", ~ ~!lS X 3/4 S(L'" L 1000 S H. TAPPING SM$ H(AD <TYP,) SEALANT 'ET\lE<N SFC~ION A-A (3, .;;:- v: ',jDCV rLANGES \ .I, "iLtLI1JN \ r 1000 P,w'/DESIGN(R S(,-"t.ANT .9tTVft:E.N SILL <TYP) V:NDCY r~AN(iES -..., \ /"8 X 3/4 seLF" r-tULltCN \. i~ T ~PPING :;MS IS , (1 X 4 X t \ rill"" II TeB€: HULUON '~':~'Ji'Ji" :i "'----1000 S.H. HtAD (TY?,) SEC-ION A A (5) ~.L .. x 3/4 SElr .,.. AP?!NG SMS Woo S.J.l. HEAD (TYP.) SECTION A-A (6) ,\000 ~'.,.IJDe:SIGNER ?\tI.I'D(SrGN[R! oi.J~(r{IAR,( ~AH'! APPUES TO H€AO.& SILL 'Hr-iERf 1" X 4" / SIl;T,Y:)X 3,4 SEe' r~"::',"H"C 1'~~l_C;_T'~,;~';>' '''~' DETAIL C \ !<~ry-X 4.'" Tlr8fSHMt.:~lTIQ~'NS--:ARE 0SED ~ / iAPPI~G $M$ rL ~AP"'ING $MS I [ \ i"" ,...,' 'J iI''' VII "II I~, ,! (1) (1) it- '\ .JI .11 II r i x 2 x 1/8 dJ' 1 X 2 , 3 B ' - - ]1: I I ~, ,) t:..B€: MlJl<..ICN ~-"3t: ).1l.kL/rSN 'l!..L'...JCI< i, I,. J.1 p,Sr..h....LA..-ION ANCHO~ ~a "'Jot: ~I S(A(..ill{T ;u:....ytt~ J 1 i i / SCP(V (Ti'?) , V)NnO'. CLANGES , ~ '"TT I "'\-: I "~LICN '.11 ~ ~ -I '''0 BY "OOD ~"I i ' -? \ L-} ..... ,~-f;;{~r~TJ~~~~Jr; Sf.:ALANT :l(""Y'C;:NJ , _ I ~.... _ SUCK Bi' S"HERS I. V ,,:~ro'w' 'lANG€S \ !fax ], 4 SI:.r..F #3 :( J 4 ,).;:.L' \ ~ & "'lUICN -toce S..H "'"APP!-'-:G $M$ ''-lcee $j-oI.. -:-APPji'<G S~S HEAD cry?) HEAD (TrP) ~ 1\1 I II ,~QlICN \ t~~t~~T Ft~~~nN SECTION A-A (1) SEC~'ON A-A (2) I' ~CI~cL P(:y;~ESluNER 'I ' H<l~ I ~ \ &. ~ULLlDN \ \ rl~CO O""/D(SJGNE~ '--lCCO ?-.,/DE:$[GNE:R j ~ ,.://. \ I SIlL In?) i Slce Oy>) r~8 x 0/4 sa> ~> '//'r- A . \ l r~2p~I~/4s~r_r {r~~f'~l~~\;f<.' IL / ,PlPPINQ ~,s/; 2: x " x 3/8 \11\1- I \ __ __ \, \ / - G rl x a 1/16 x 1/8 !I / r 1 X.2 "7/l6 X 3/s.I,~u.11 H I] TUBE: HULLlCN I lr' r~Ahl/ \0E' I~ II I 'u3€: MCLllON : 'I~ "' Ii / TcaE MULLION - fi--.i1 II ,~ II L~:I h' 'I S<AlA'" /1 rlrf I! I' ~- 'I & :1 i . I SC^LANT B<'v"'11 ;.. I" ~~5~"CANGt\, I ~ i I liB' MiN.: i - ~ ~:~~~ltN~ANQES L-: '- &--J : & l,lUL~'ON \! I I --- ,--.... EMB(l)ME/<fi : ..E~ -1 J) I .ii,1 JI I I }J ~ ,I -i "E,"O "'OM EXTERIOR - ~ ;l"PQL>€:S TO i-<tAC '" SILL "'HERE \' X 2" II "- il '\ &: \" X .2 7(' $. Tlj8E MULUCN'$ AAE I.!SE.~ ~, '-.8 X 3/' SEl< ~,,---,. X 3/' SE'J ',. ~ '--lOOCSH. iAPP~~GS,'1S '--~:JCOSH. .-APP1NGS....S : """~ H(AD O'"P) ,.LAD (TVf') fZ:~ ""FC) ^ (>\ \ 4lS X 3/4 SELF' ~ I~' ! .N.."T~':ON MCJo;CA ~1~lib~T rt~~~gN .:;L!-. Tll N A-~ SECTiON A-A (4J rAPPING $M$ Me "QOO SC~C"" \ t. MUlLlC~ r lOOO P \JjD(SIGNER S~AlA~T }(;'<f~tN r lOCO P ,.t.lj)(SJGNER - ~~02D s(~"i'P) SECTION A-,A. (7) 1\ "'--(:;:z. C",IP \ I SI.LL (FP) ~'~eE~c~l~NGE:~1! SLL (TYP) 1 ' \ r. /~9 X 3/4 SELr L1 /#8 X 3 4 S(U" ,I ~I I \ TAPt:ljN'G $,'"S L I TAPPfNG $MS W<Jyne A. g;.,ck. P E \. r j x 4 j 1/8 I r 1 x 4 x 3/8 , 548 a H'IIY 27 ~ I Vi' ~1N, I O\IlELi'EN1 \ Jrlll "II '~aEMULLlG' '!Jf"'111 "il / 'C'E'VL~'JNI it~o;^~.";.o3~;~~3 ~I' ,I I,!:, ' FLORIDA EXTRUDERS ~l~~oJ:~'ERo~"I , 1 !, ", I lNTERNATlONAL INC I!' 'i "-:;= b ! ".--- TITLE. SER 1000/1500 FIN SHEET 1 Of' 2 "--crl II '----C.LLJ I I ,.')~~~'~\ ~ I' HCRIZJNTA,c. MULU:JN S::C:IDNS II " II " I ~ SEE JTHER S 1 DE (SHEET 2 OF 2) 'DR i '---.a x 0" SELP ~ ""--,a K 3,4 SE'J 0 "'""'3 DESIGt'-J PRESSUi'iE CAPACITIES "'--"00 SH. 'APP"G ,.", "'--lOOO SH. "PPI'G S"$ '7:'<> :,.: . (\:;. : HEAD (n?.> HEAn (TfP) I "'(,,', <, '," IDRAWN BY MSH ] APPROVED BY wAB SECTION A A (5) SECTIO.N A-A (6 ~ ~. ," 'DATE, 12/ 1 /03 I SCALE: NT S 'DWC.' 1 HMF IN 11000 P,I,t I:lESlGNtR I SILL (HP) I n r#9 X JJ4 :sE:LF" II / ~M'PINW SMS 1 X 4 X JIB I 1"0111 '" II r TlX _UUJCN! ~ l. I JI I I .----1 d. IX OR 2X ~ULL I '. X~":I.'4:)}'\~'~;" ','. -<'"' .,'U} - ':1,9~:,~ 111~ "~. }'~ . \'/"~"" ~I' ,',', ., , ,.~.), , IFLORIDA EXTRUDERSl11~~N~~#<rl~i , SANFORD FLORIDA ITITLESER :000/1500 FLANGE SHEET 1 OF 2 , ,ERT:CAL MULLION I~TO HORIZJNTAL , : SEE OTHER SlDE (SHEET 2 JF 2) FOR i DESIGN P~ESSURE CAPACITIES :IDRA'fN BY. ;>1SH I APPROV/;D BY, ',lAB DAYEd2/1/03 ISCALE'N'TS IDWG, 1VMHMFLG ~ ~ --' s~~;8\: ~t~'~6~~ ...J/ .. I-lUlLlCN ( ," \. St~~~b~ }l~~fi ~ I. /'Il.,LllCN , be x 1~l/2 S€:LF 46 x ,-1/2 SELF tAPPiN(j S~S 7APPlNG S;MS A-A (5) SECTION A A (6) SECTION 1 1/4' :-1:N. EHBEDMENT, .6 r~ i ONE BY ''0/00 D BUCK BY OTr1ER;\ . .6\ --- DETAil C r CONeR€: T E: CR MA SONR Y I, BY QTHERS .61 t 2 X 4 X 3/S \., I I 'v'ULLUCN in I CAM~O~T;pH; \1 II =4 ~ ~- -rr , i :'11 \ \"':NS'ALCA-!CN ANCHOR 3/;,' '" , ,I ( 'fAPCON SeR('.... ANC(<QR (;"vP) I !. I ~- ECEIV'.:AL ~ULUCN I ' U !~:ST,l,,-LATlON CU~ , /1' T'i'PICAL MuWON :0 CONCRETE @ HEAO I _UlLlDN --/' il~,I(Af'PUES TO HOAO!< SILL WHERE 1" X < i ~/,_lL& z" x 4" ....USe MlI~LIO"'S APE USED) I I ~~p~r~62s~~U' II 'llJ,n r~:~~lD-,~Tl?~p~~~'"c~ I Stl~( '" ANCHCR TY? \ hi i, 'J\~I rSLLCL~ r-~ l/~" MIN ~ , . _E"'BEDIo'IE:1>lr "'-- :;>R~CAST Sl; B'r o~~~ AUXILJARY ?I_A'"'E (Ft:R ADD:TJQSA..... I.\,NC,.ORS, ''''1-'e:,~ R'E~UIRt:D) DE::'AIL 8 St:,o,t..ANT BC T\ta:~ W'INDC'."r ::"LAI'<Ge::S .. ~ULLlaN SECTION A-A (7) ~...'>.--\ I , I I i i i Iw ~~ IO"......~N ~Nr'";'.() .x l~fLi~ II<coc"~ ~~ Q ~ I ~1O E!5 i~ ~c: II # (t-) # ~lt !ij-11L0~ {~ '~UCN 'I ---:- I ] ~ u \, / - "- llilllU (#8 sur TAf'PI,\'G SM$ (TY?) ~ V'EWED FROM EXTERIOR .'1";': ::;k::l~~'!~i'C;'!: . ,."4.1:;'.. ,'::,)'.,,-:' ,. 't>>:" .~~. ...,-'~ ',%,,~, : ~ ... ..' ! .....!<{~;~'. , FLORIDA EXTRUDERS 1~~~'<m,~W'J~~ SA.'lFORD FLORIDA ITI'!'LE, SER 1000/ 1500 F~ANGE SHEET 1 OF 2 VERTICAL MULLION SECTIONS SEE OTHER SIDE (SnEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES DRAWN BY. i~SH I APPROI'ED BY: Ii Q.B DATE:l2/1/03 iSCALE:NTSDWG: lVi'1FLG -'.10 gy "ODD ~ 8UCK gy OT"ER~ -------- . 11/8'" Ml't ". EMgEDMENT . I I ? I I OETAIL C 2X4X3/9,\ I TUBE ,t,.lUl.LlCN \ I !n I I lOOO S:H. i JA"! (TYPO 1\ I ~I if: l~ -r I I ~ I <" Il'l~\ ". "~$,...,E:ATHl~~G I INS.... ~L _A ~ l:;N ANC~OR 1t8 ,,'J01: I I SCRI:V qyp) ~ I~ E'X ....tR'~A'- ";ULUDN L-JL ji'.STALLA'rlDN CUo ~uLL m~ 'I APPLIES fO HEA:> &. SILL WHERE ," x 4ft !< 2' x 4" "J8E MULUONS ARE USED - APP1..Jt:S TO rlEAD & SILL WHf:;RE ,.. X 2~ &: ,.. x 27/18' TJBE \,4UI....UONS ARE ',.JSSD DETAIL... 8 ~ r~:~~~;T~~~~C"O. 1~lrS~ /l 8EE ~MiEa;t-1~~1 SHEATHlNC J i --r I 1 '1008 ,1IAAlt-G .ALXIUARY PLATE (fD~ ADDHI!JNAL A.NCHCRS, V\..jOl R:EQUJRE.D) ~1 ~~$. I : : ~ ___ ___8~ ~l .s SELF 1 APPING./ \, -( _ULUQN;I I' ~I' SHS (TYP,) JlElAlLi VIE'NEDELF'i{t~O&rERIOR ~ 411'>::. ::"'{0 IFLORIDA EXTRUDERSlN'l'ERNATIONAL.INC ; ,,1',' )>" . 'V< ~~~~o~rifERo~I , ;).,".~. :TI'!'LE' SER 1000/1500 FIN SHt:ET 1 or 2 1 'VERTICAl MULLION SECTIONS I SEE OTHER S I DE (S'-'EET 2 OF 2) FC:R DESIGN PR>SSURE CAPACITIES , . jDRAWN BY: MSH i APPROVED BY wAS ,," , " OATE:12/1/03 [SCALE, NTS ,OWG.: 1 VHF IN #9 X U~ seLF : APPING SMS (C; \ '8 X 1-:/2 SE'P~"''''' T APP LNG SMS ";;JI .----sEALANT iET'JtEN "n,.DCIoI rlANGES .. ~UlL1DN SECTION A-A (7) =aILL",\- , # [Jl # I Iw =;3 Ia: r-... ~~ , "NI"')~ '.x !~fa:i .... co _" ~ ~ "" ~~ ~~ o ~ :: J~ TiPleAl MULLION T, CONCRElr 'it JAMS ~ (APPliES TO JAMB WHER'E ,. X 4 ~ T It 2" X 4" TUBE MULLIONS ARE USED) 'J '\ I CONCRETE: CR MASOr..R'( --....... I I BY OTHERS .......... 0 \ :; OE::'All 8 :NS T ,ilL _A T !C~ ANCHOR J/IG! 131A. T4P':ON SCREV ANCI-'O~ (T1''',) . \\ !i ~EXTERNAI... MULL[!J1It ONE 2'1' ......'JO~~ \ i~ :NS'"At.'_ATICN CUP BUCK BY DTHERS c-1 \ !~~ '" \I~ ~ --- _CUCN I. I liU J ~"'" EI-iB(:~E:N.T , J I II I i ~~\ (I ' I \H~I :!# II Ii ~#a x 3/4 SElf" i >\PP1NG Sl"!S SECTION A-A (7) lOCO S.H. HEAD (iY?) i WO~4~ AS ~l~~k'2;.E, I Clermont, Fl 347 i 1 ! ~~ license No. :5258~;> c. 11 FLORIDA EXTRUDERS I11~~'lffi?EW'rl~~ .; '." SANFORD FLORID.' .~. 'mLE'SER, 1000/ 15JO F ~A'iGE SHEET 1 OF 2 HORIZONTAL MULLISN SECTIONS ~ \/1t:NED i:"ROM EXTERJ0R I ~~ .y 1=' SEE OTHER SIJE (SHEET 2 OF 2) FOR DESIGN PRESSURE CA,PACITIES DRAWN BY: MSH I APPROVED BY' ".AS DAYEd2/1/03 jSCALE:NTS IDWG., lHMFlG w () I- o Z w ~ f5 o o u.. W 0:: <( ::) CY Cf) w ~ u...-:t0:: -00::0 w u...Ll. I- W ' -:tQ~Z ~-O:::J X~O::O O:::JLl.U O::OZU o..."",W-:t 0...""'~1- -:to-:t0 WO::I-Z o::Ll.W -:tZO::O QW-:tQ W::C:(J)O I-~ZZ o O-:t :::JW-W O'O::(J)"", -:tZ.o::: f:3(J)W-:tZ ~z~8:o ~QOOi= O(J)O::I-(S OEijQ~::J Ll.""o::Uo... W:::;wOo... 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(f) -I - <( t- W o I- o z l- I ~ 0:: >- 0.. o () SHEET NO. 0... 0:: o U l1J :2: o I (/) :::J ('<') o o '" @ 5-14 LAST PLOT DATE October 11, 2004 WINDOW INSTALLATION INSTRUCTIONS (MilESTONE) MASONRY INSTALLATION CAULK BETwEEN INSTALLA nON ANCHOR 7 INSTALLATION ANCHOR -- -114' MAX SHIM SPACE l:\ CONCRETE OR wOOD BUCK & 3/16~ DIA, TAPPER #8 \..IOOD SCRE\J (TYP, \.jHERE 1 1/4' MIN, & ~ ':-.... ~ HASO,\JRY OPENING MAS'Y. OPENING (NOTE 17) / TAPPERS ARE NOT 7 1---iEMBEDMENT 2X4; 2X6, OR 2X8 wOOD J\ ><: BY OTHERS BY OTHERS \ CONCRETE DR CNE BY wOOD. REQ'D. - ~JOTE 22) .! ONE BY \.iCOD BY OTHERS (NOTE 6) I ''\ MASONRY OPENING BUCK BY OTHERS ~ 6, 1_ BUCK BY OTHERS 1 \ CAULK BET\.jEEN BY OTHERSl;/1 "DTE 11 8, 12) / (NOTE 11 ~ 121\ INSTALLATION ANCHOR' Ll \, DOOR FLANGE \SHIM AS ,6, ffI / ~ #8 \.;OOD SCREw (TYP) \ . \ CAULK BET\.jEEN 8.: \JOOD BUCK REQ'D _ m rn ~ 1\ .~ (NOTE 23) '\ ~HOOK STRIP g, PE RH1ETER (SEE 1 I SLIDING GLASS ',,- I \ I CAULK BET\./EEN (ANCHORS SHO\.iN IN SAHE iJ 'JOOD BUCK NDTFS) I I I I DOOR FRAME \ ' PLANE FOR CLARITY ONLY, I CAULK BY _____ 'V / - "y I .1./4' (vjIN,jAMB. ~<Q I \..IOO,D BOLJpC[K 8., G HOOk STRIP A~'JCHOR HOLES \ Ii OTHERS \ / EMBEDMENT r 1/4' MAX, i I f~AS Y; NIN SPACED 2' APART ON Ll 1/8' MI~~"- 'V t> l <:HIM SPACE" I BY 0 I HERS OPPOSITE rLANGES) i[' /"\ t EMBEDMENT"-, , . _ ~ SHIM AS REQID \ CTYP) <J "~ , \ <J,(j iJ ~&) SB~UCOCTDHER~S ---- ~1'11' r ~ ,~ ,~ INSTALLATION ;:\NCHOR ",-, / \ I I) ] 3/16" DIA, TAPPER (r-.~OTE 17) ,: I/',,'""~.e 3/4' MAX till! II [1>> _ TEMPERED GLASS \i <:J ~-CAULK BET\..IEEN L LL ,,\.,\.\.~ Jl ,~I '\ . I <TYP> ~ DOOR FLANGE ! 1-. INSTALLATION ANCHOR ~!. 8< wOOD BUCK TEMPERED I #8 SCREw wOOD (TYP, I" PERIMETER ,,:;..~~..} (TYP) \lHERE TAPPERS ARE l ~.LlDINrG GLASS CAULK BY -------- :1"\" CONCRET~ OR STlCCO NOT REQ'D, - NOTE 22) ,\ ~ ~ oT ERS I ~.~~~ r RAME . OTHERS . ~ - MASONRY OPENING jjY H ____ SG,D, wIDTH _ BY OTHERS SLIDING GLASS DOOR J~ STUCCO INTERLOCK ~ BY OTHERS HOOK STRIP DET AIL ,"'-~~~~~R~iyp) SECTION B-B IMPORTANT INFORMATION & GENERAL NOTES SECTION A-A i'"' ,"" DOOR HEIGHT & CAULKING & REQUIRED 7 (SEE ~mTE 2) i1k !I 112' tJ . t ~; t> r EMBEDMENTJ 1-114' NIN. t CAULKING AT FASTENER HOLES REQUIRED (SEE NOTE 2) \ I J ~-> SLIDING GLASS DOOR FRAME SILL == & '-J I "-" 1/ 4' MAX SHIM SPACE] , Y ~ t Q b t ,;) ~ \ il ~ INSTALLATION ANCHOR' ANCHOR CTYP. \JHERE ,{\ TAPPERS ARE NOT REQ'D \; Llt:" SEE NOTE 22) -1 LIBERALLY APPLY I CAULkING UNDER SILL \ OR SET SILL IN BED Dr CONCRETE (SEE t-.jOTE 2), L SHIM AS REQUIRED (SEE NOTE 1), III ir tJ Q. INSTALLATION ANCHOR 3/16'" DrA TAPPER (f\iOTE 17. CONCRETE JR MASONRY OOUHNG BY OTHERS w U I- a z w o ~ o 5: w 0::: <t: ::> o en ll.J ~ ll..o::(n:: '0n::0 ll.J ll..LL f-w f- o::(o~z ~-0::J xr:?n::o O::JLLu n::ozu o..-=:.wo::( o...o::~f- 0::(0 <t 0 wn::f-z n::ll..w 0::(2:0::0 owo::(o w~(/')o f-~ZZ o 00::( ::JW-w OO::(/')-=:. <(2:..::: ~(/')~<Cz e"z~EEo ~Qooi= 0(/')0::f-5 o~o~:J LL-=:.n:Uo.. w::;: w 00.. O::Of-ffi<C o::(-JZ -J ::J-J-O::...J oo::(u;o<t~ (/')O::-J'-.." -Jw-JO -J>:;:zn:: 0::(0:>0::(0 ~~ ~ 1.1' 'Id" ~ '(3 ~ ~ <( en ~~~83 I IJ) ~ 0 (I) ca 0.. ~ Q) c 5] 0 -'O.Orr: ...J co -- -::) -l a.. IJ) ~ en ~ O~w 0:: . -au f- E ~ ~.-1~@ 3) / (/') ll.J &.. ~ ~8~~ ~) ~ - CJJ w i'- 0 LJ..: ~ N ('I"') <t z('I"') ('1"')0 0::(...J ('I"') ('I"') O::LL NN o - 00 .~coco CJ) 0.. co co J) 0 r-:. r-:. <to.. 00 C9 I- O'l 0::( <t <t ._~\t ~ 1"'--'- (]J ~ ~ ~ 00 (.) f-_ CJ) ~ ~ !: <;lZw o::(lDt'"i ~ zoO:: C'I <D (I) Y'oi=6 OM~ z ffiz5u lLJ~~Li 0 l,J.J ;:: u: <;l :r: J: '"= . j:: ~(/)-2 f-f-...ILlJ :J ~o:::fclB o::ll..LLa. .-J 2lLJo..-J 00.. 0 ll.Jo(/')-(/)ll..zLlJZ (I) wZ ::Jzooo..LlJ :r:::J~~Qll.Ji=Z~ Z ~~:S~~~€5==~ ,., o<(o..:r:~(/')o..~ . Hi tnlLJ~t::n::o~tXl~ Q w8O::3:('l')zO::...:LlJ ~ COll.J::J 00::(::;I....~ ...... w......JI-~OOf-...I:x: C r3U(tNwUO::u ~ f-O~~2=z~~i 0 OZf-O-~f-DO f-~(/)U:!:(/)CJ) it These notes are provided to ensure proper installation of Florida Extruders f'.1i1estofle products and must be followed fully. GENERAL INSTALLATION INSTRUCTIONS :If Al I I :If f~ BIB &:, 1) SHIM AS REQ'D, AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4", LOAD BEARING SHIM AT SILL MUST BE PRESSURE TREATED WOOD OR PLASTIC AND MUST BE COMPLETELY ENCAPSULATED IN CAULKiNG OR SET INTO WET CONCRETE. 2) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD & JAMBS, LlBERALL Y APPLY SILlCONIZED 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 SIUCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERlOR OF DOOR AND BETWEEN HOOK STRIP & BUCK FOR POCKET DOORS, 4) JAMB AND SILL CORNERS ARE TO BE SEALED WITH A. SMALL JOINT SEAM SEALER, 5) DOOR FRAME MATERIAL: ALUMINUM ALLOY 6063. 6) TWO BY WOOD BUCK AND/OR FRAMING AT THE HooKSTRIP TO BE SECURELY FASTENED TO TRANSFER THE LOAD TO THE MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE PER FOC, SECTION 1707.4.42 AND THE ENGINEER OF RECORDS DETAJLS. 7) FLORlDA EXTRUDERS 1000 SERIES SUDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 500 AND 2000 SERIES SLIDING GLASS DOORS. 8) WHERE "X" REPR.ESENTS MOVING PANEL AND "0" REPRESENTS FIXED PANEL, APPROVED CONFIGURATIONS ARE AS LISTED ON THE ANCHOR INSTALLATION CHART. & I A..-J EXTERIOR ELEVA nm,) 2 PANEL DOOR SHOVN (SEE NOTES 8) 9 8. 10) ('>< .ii"> W /........ '00 0..", O' (/jO ::>z ~w OV) ~Q .() -':;] ""'w ESe.. ~~ ~k~/~:''';\:~~'' .~ .~. ~ ~,'; '~. ~ I)';, i}. kli!.if;;~i. '. '.. *,'6t ~ 1<..... ':rt{l~l\'<,- <-~~ >q~ \ ~ I,.... '\ j(. t ;l( ..;..~ "pfh-.#./lC e~ '''.''''.'''-. 1~~. 3 ~ 2....'1 10" "'. ,). ".",.., . 1:.~,' ~,~~' ',# 'f ' , If' ." ,; 't. 1- "~ _ , f. '~ .. :2,.;.; 1I~ '; ..,,""" ". ~.r~.' 'L. ';/E"1~J@ t.\~/ " '",.".,', .:;.<, :.::" [SEE SHEET 2 FOR CONTINUATION OF NOTES] . //';'''~ '" ! tel. "f"" ""P' ")'" ',," j '. , II '~' t I' ...."fi, f~ ~'~ s I , ?'f ;t iff,;- REV DESCRIPTION DATE INI FLORIDA EX11I:JUDERS IN!ERNATIONAL, INC REVISED NOTES 1 2 3 6. R JA ~\. 2040 JEWETT LANE B 11, 12, 13, 16.22:23' &' 12/18/03 . I CERTIFICATE OF AUTHORIZATION NO 9235 SANFORD FLORIDA ~tv~~g ~~fE;ND/OR TITLE: SLIDIr'iG ,GLA~S DOOR 500, 1000 _~ 2000 _ REFERENCES lIND/OR I HASONR'i INS r ALLA nON \JITH I\lul\l-STRUC i URAL ILLUSTRATIONS. RENUMBERED BUCK A"JD TAPPERS ~lOTES 6 TO 10 AND ,. REVISW REFERENCES TO , DRAWN BY' BB I APPROVED BY' RJA THESE t~OTtS REVISED I . I . ;~:~tt ~~~R~xX i DATE: 1? /18/o3ISCALE: NTS DWG #: FLEX0021 SHEET 1 OF 2 FRAME INSTALLATION -- DOOR \v'IDTH ------- F1I4' MAX, SHIM SPACE +1-1/8 MIN, EMBEDMENT SLIDING GLASS I DOOR FRAtv1E --. 0-' I .JAMB \ i\ ~ 1\.;0 BY \JOOD t;r i \\ I V / r V ~~D~ZHgS /1 I,.r- SHIM AS REQ'D, !17[ (SEE NOTES) SLIDING GLASS DDOR~ HOOK STRIP \ \ /~ INSTALLATION ANCHOR \, I \ ~----- #8 wOOD SCRE\) \ (NOTE 21> r \ CAULK BET\';EEN T01PERED ---; l - DOOR rLANGE GLASS CTYP.> / ~ ~ \ 8< SHEATHING L~_ \ ; ~ \ ~~ SLIDING GLASS ~ SHEATHING ~~ INTERLOCK BY OTHERS HOD K S T RIP DE T A I L SHIM AS RE'Q/D (SEE NOTES) CAULK BET\JEEN r DOOR FLANGE 8. SHEATHING ;- T'WO BY \JOOD // BY OTHERS I (NOTE 6) '1-/ . I Ii\- X, 1/4' MAX i \11 r SHIM SPACE SHEATHING - BY OTHERS INSTALLATION ANCHOR #8 I.-,/OOD SCREW' (IiDlE 21) ~N; l llA\ STUCCO OR SIDING BY OTHERS l ! ~~J L-...J"0. : rW l I~ rml\ 1 Ls' ,~IN,..J ' U \EI0BEDMENT 1n~ _ ~6~~IN~R~~~S5 11 hEAD PERIMETER ----1 CAULK BY OTHERS ,"---_ TEMPERED GLASS CTYP,) DOOR HEIGHT & CAULKING AT FASTENER HOLES REQUIRED (SEE NOTE 2), l SLIDING GLASS \ DOOR FRAME \ SILL & \ 1/4' MAX] ~ \ SHIH SPACE .!JL' ~t~ CAUL,<ING & REQUIRED (SEE NOTE ~ JI II . t ~ II Q il/t I:; INSTALLATION ANCHOR 1*8 "/OO~NE~ci~W(T\~~:\jJi~~ I L INST ALLpTIDN M.JCHOR TAPPERS ARE: NOT REQ'D, ' 3/16' DIA "APPER & SEE NOTE 20) -- IL, (NOTE 15) U~ERALL Y APPLY CAULKING ~ CONCRETE OR UNDER SILL OR SET SILL IN MASONRY OPENING BED OF CONCRETE (SEE NOTE 2), BY OTHERS SHIM AS REQUIRED (SEE NOTE D. I"--' -;::=:::: ~r- ~ ~r 1/2t< t EMBEDMENT 1-1I4H MIN. Do t Q Q.. tJ f .6 '" ~ b. SECTION A-p, 1\/0 BY wOOD BY OTHERS (NOTE 6) ~~~~ INSTALLATION ANCHOR \, #8 \.IOOD SeRE\.I (TYP.) --. \ (NOTE 21> \ (ANCHORS SHOI,/N IN SAME '\ PLANE FOR CLARITY m~L Y HOOK STRIP ANCHOR HOLES SPACED 2' APART ON OPPOSITE FLANGES> ;HOOK STRIP 8. /\/1 'JOOD BUCi< 1 f'l/8' KIN ~ E BEDMENT \ 1/ /~ (TYP) ~ \ /~ ~ -.t: 3/4' MAX >I , "" \.\.\.~ 'l- !SHEA THING BY OTHERS d~ ~i L TEMPERED GLASS <TYP.) PERIMETER CAULK BY OTHERS J DOOR SECTION B- B STUCCO OR SIDING BY CJTHERS IMPORTANT INFORMATION & GENERAL NOTES These notes are provided to ensure proper installation of Florida Extruders Milestone products and must be followed fully. AI ! GENERAL INSTALLATION INSTRUCTIONS :If /:# 1) SHIM AS REQ'D, AT EACH INSTALLATION ANCHOR WITH LOAD BEARlNG SHIM. MAX. ALLOWABLE SHIM STACK TO & BE 1/4". LOAD BEARING SHIM AT SILL MUST BE PRESSURE TREATED WOOD OR PLASTIC AND MUST BE COMPLETELY rn ENCAPSULATED IN CAULKING OR SET INTO WET CONCRETE. 2) USE SILlCONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD & JAMBS. UBERALL Y APPLY SILICONIZED B B ACRYLIC CAULKING UNDER SIll OR SET SILL IN BED Of WET CONCRETE, CAULK BETWEEN BACK CORNER OF SILL R1SER AND CONCRETE. CAULK ALL FASTENER HOLES PRIOR TO INSTALLING FASTENER AND AROUND HEAD AFTER I ;8\ INSTALLATION. 3) USE SILlCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR Of DOOR AND 6ET\^1EEN HOOK STRIP & BUCK FOR POCKET DOORS. 4) JAMB AND SILL CORNERS ARE TO BE SEA.LED WITH A SMA.LL JOINT SEAM SEALER. S) DOOR FRAME f\1ATERlAL: ALUMINUM ALLOY 6063. l:\ 6) TWO BY WOOD BUCK AND/OR FRAMING AT THE HEAD, JAMB AND HOOKSTRIP TO BE SECURELY FASTENED TO ffi TRANSFER THE LOAD TO THE WOOD OR APPROVED FRAMING MEMBERS PER FBC, SECTION 1707.4.4.3 AND THE ENGINEER OF RECORD'S DETAILS, I A-.J & EXTERIOR FLEVATlON 2 PANEL DOOR SHOwN (SEE NOTES 8) 9 8. 10) ('>< . '" wr-.. n:~ 8' 0 ::>2 Q::w ~'Q <w .0 ~::J ffi~ 8:5 cr:u.. '.~ '~~ "~ -;, .-, , >; ~ -,;~'Q'~ <t~~: ~< . 1~AJil::f; ;~~ ~ " ;'w i/*"t:?dt ~. V ~ .'" t....'... (.'. ~,.1V~tlf A."" ~, / ,;; " "1rr. " ..~ '"""'~' , Ci,ilf~~jtZ#j'" '{' \ ;..'! ,~~ , ~;;{~,~ ", S' .f '" "" > A ";jf,.'~ *i\. ( J>Y~, ! .~ ", ".. r,!.. ~ ~ ~ ~i.' ~ ; J f ,ml:iw---.- :/ \ ~'" ~ ' ~--t:~...~1'~;,/" f t'" ~V ' ~7 "'2/~':0). 1, ,& .,,4' ": ~'>>'/>"":;:~ /'''' j.. ~v.-;:v. .. <""t:;? .. \~g;t~:~:. , " , , . , . :'~, ~"j:$~/ "" ""'fff1#1'JAA~,;,It...>./ ^ '~'-~ '\'\"r.. ",:"".; ': ,,":-;,~~':~c.'~-y~' .. REYlSED NOTES " 2, 3, 6, 11, 12/'8/0'" RJA 20. 25 &: 30 ANO ADOm '" AND/OR REVISED RELATED I RE,ER8NCES AND/OR ILLUSTPAT10NS. ADDEO ~~CTE 20 AND RELA. TED ILLUSTPAT10NS. RENUM8E"ED I NOTES !O TO '0 &< 2.1 TO 2. AND REVISED REFERS.NOES TO I T}IESE NOTES. REVIStD I TAPPERS fOR 90XX 3-PANEL C>OORS. [SEE SHEET 2 FOR CONTINUATION OF NOTES] REV DESCRIPTION DATE INI B FLORIDA E'XTRUDERS INTERNATIONAL, INC _ ~ f 2540 JEWETT LANE CERTIF!CATE OF AUTHORIZATION NO. 9235 SANFORD, FLORIDA TITLE: SLIDING GLASS DOOR 500; 1000 & 2000 FRAME II\JSTAl_LATION \vIITH #8 SCRE\;/S DRAWN BY: BB i APPROVED BY: RJI; I I !DATE: 12/18/03 (SCALE: NTS tDWG #: FLEX0027 SHT 1 OF 2 . O'l o ('I"') N Z g Q ...: D? ~ f- b(/)~ E <to::O:: O ",0 Vl ~w:r: :B('I"')LL~5 ~ roO~~o::( '- ~~c::JlLJ~ ,g C C"') _L ::;! ll.J B Cll-J<;f"'-f- () O'-LL...-IO::o::(..., 0 CO::J() 'ro-r'-f--(O (/)~OU~"" Q.q::Jf-O) W ..-Ioo::o::.f- L[) Q.J: f- W 0 <( O)<(o..(/)UZ 0 q o o N o o z IJ) o W I- ~ ::J > U1 C ~ Q - ~ o ...J LL ..J ~ ~ I- Z W Z [J 0 o IJ) o q- .- t" 0'-1:' > I t\J ..J O't III OJ 0 I IJ) ID w M \0 ~ M I:' o I I .J M (J] I..&. ,.... f- ~ 00 UJ a. I WI.... ~ ct .1- o Z lJJ " 2 Vi~~ 0 Wf-(/)W:J 02(/)::::<l: OO-I> 2~t::~(/) <NlJJo::~ "rl~OO ~O::OOO ~[2W'::::J;:: ~O~~Z O::;o::(/)~ ~~~Oo:: ~~~~a C'J(/) l.!)Z NO ~(/) > W ~ w ~ 0 u >-EEz zf-O - o::(z- I- zw~ (/) -(/)> 0 ozo WO<( ....J z UUo ::)z - own: <( 01-0 I- O::f--J ...... o..-LL I WO::-J 0:::5:0::( W (? WWO:: 0 D:lI~ - f-f-w Of-U W cr.: z::) . ~ >-00- >- <(I 0:: <t: ~t::0 Z 0... Z:!:U :so::W Z 0 ll.J~ <t: o..ZO .....J U (/')ZI Q.. -<!:(/') 2:~::;I SHEET NO. 0.. 0:: 0 () W ~ 8-15 0 I (/) ::) ('I"') 0 0 LAST PLOT DATE N October 11, 2004 @) SGD INSTALLATION INSTRUCTIONS (MilESTONE) w ~ l..l..~0:::: -00:::: a w l..l..l..l.. ~~~~ ~-a:::l X~O::::O O:::ll.l..U O:::OZu o..<:::w~ o..O<:::~f- <l::a<l::a wO::::f-z o::::l..l..w ~zo::::a OW~O w~(j)O f-~ZZ o o<l:: :::lW-w OO::::!JJ~ "'~Z . w(j)w~z 0z~B:Q ~aOof- 5GnO::::f-(J aQQ::S:::J l..l..<:::o::::Uo.. wo<:::wao.. o::::of-;;:!~ ~ Z""'-l :::l-l-o::::-l o;i~o~ (j)0::::-l.........> -lW::;:!O>- -l>:;:ZO:::: <l::O>~O ~ (/). Q).~ Q) (,) I. ~ ~ ~ (/) 0 (/)cag: Q)C8 - 'OJ) iI: ~.- i= ~(J)o::: oQ,)w e'"Cu LLJ () I- o Z W (!) <t I- o o l..L.. W 0::: <t ::J CI (j) u.. o '" Z o -l :::l -l co <l:: 0::: f- ~ o !JJ !JJ a -l(1') COo wt'- ",,,, z(1') <l::-l o::::l..l.. o ~- uiii: 11")0 70... 01~ '"'~~'" ,,*,~~ HmiHH. "'''~''*'-- >hS'"' ~~) 'E \ ~ ~~ i\. '\ )~ \ \ ~ \ }' P I I \ "1 ~ , '\ ~ \ ., T ~'''., ~'~'~ / ~~ ""- , LAMINATED SHINGLES '-~- .blJ_ BlJtLDL'\'"G COPE COt\:l.PLl'\''l('E QFJilCE (BCCO) PRODUCT CON rROL DfV1SION tMGU~H DIM!NSIOH. ROOF:L~G ASSEI\lBL Y A.PPROVAL ~lL\.MI~DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREEf, StTfE 1603 MJA'vlr, FLORIDA 3313Q..15Q3 (305) 375-2901 FAX (~05) 375-2%8 :':y(iflr!r _,<< f{alt~Ml ....,~~~ OMf dH!H'r(~ 4HU(A.1iO~ MilllOO 'OR EfiGliSH :;,hWI$.HHI Sl'i~Gm "'-- RoofIng 07310 Asphalt Shingles Dimeus:onal Wood Cattj{Qr}: Sub-Cat€'il.orv: Materials Deck 'fyp~: w u U:x 25Lt (1')7 (1')0 (1')(1') "'''' 66 coco coco t'-r-:.. 00 77 ,Non~E OF ACCEPTA1~CE(NOA) CertainTeed Corporation 1400 t'moD Meeting Road Blue BcU, PA 19422 1. SCOPE TIus revises CeTt.alnfecd L.mdmark 30 aod AR (and Wldefl'ack QB), CertainTeed tandmark 40 and AR (and WideTrack QB), CertainTeed landmark 50 and AR (and \\'ideTrack QB) Shingles as manufactured by CHtaiuTecd Corporation descnbed in SectiOn 2 of this Notlce of Acceptance. ;)r ~R ::-Jl~ ~>l<. NoS. UW't SH t>!-M.H~::'l{!';{~ LANDMARK SERIfS WOQ~(AW I!HIIS Cd,,,-. l::i~!> ~ 'A~tt..~~~ 1 ,)t't LAnDMARK IIHIII, f1RcHAlf' A~D A RCHI1Etf 80 nGlIIH D1A\!~\IO!tS MHHIC IlihllNIIONS I' , j SCOPE: This NOA is bcmg Issued under tbe applicable rules and regu]at:ons goyt'ming the use of construction matenals, 111C doe:umt"11tat10tl submitted has been reviewed by Miami-Dade COl.Jrity Product Control Dnision and accepted by the Board of Rules and AppealS (BORi\) to be used in Mimru l'ade County and other <lreas where allowed by the Authority Having Jurisdknon (AID), This NOA shall not be vahd ailer the exprration date stated below, The Miami-Dade County Product Control Dnision (In Mianu Dade County) and/or the AUJ (ill areas other 'han MIami Dade County) reserve the right to have this product or material tested for quality assurance p"rposes, If this product or rnateriaJ falls to perfoml in the accepted manner, the manufacturer WIll incur thc expense of such testi.1g and the l\lU may hnmediately revoke, modify, or suspend the use of such produet (,r material 'within their jurlsdiction_ BORA reserves Ule right to revoke L1}is acceptance, jf it is detelmined by Miami-Dade County Product Control Division that thiS product or matenal falls to meet the requirements of the apphcable bUIlding code, 2, PRODt:Cr DESCRIPTION Prod!lf.! Dimensions Product Description fill Spcdfications W 0 I ~ ~ r-:.!JJ S (JJ "'Zw ~(JJ...t !JJ~Qo O::::N(JJ 'of-O O...t~ ffiz~u w~~ii W<l::S:2", I:r:~. zf-!:!::z f-f-..JW a(j)u- o::::l.l..lJ.o.. zffi~g 00.. W~!JJS(j)l..l..z~~ WZ(j)COZOO .0 I:::lzwQ::Ji=ZO:: f-O-:rI(j)~O::::S:::.l l..l..oz..Jf->wOoCQ ~o..:r:W!JJo..ct:..... 0')w;it:O:::o;:iCQ..J w"'o::::s:MZo::: 'W COO:::l O~:::l<< w::Jf-~OOf-..JJ: ISUo.."'WUct:u f-O:::l<:::IZ:::l<;;;:; ccO<:::f-",ccuc:; 2~0')8~Gnt?DD (,) z en z o j.: ::) -J o en z ~ en IJJ C < Q - 0:: o ...I U. A heavy wt'lght~ 247!b/sq, dImensional asphalt shmgle. A heavy \\elght, 2641b/sq, dImensional asphalt shmgle, A heavy weight, 2961b/sq, dimenSIonal asphalt shmgle. Accesso1)' shingles for hip, ridge and stmter S'tflp apphcations, Ct1tain1e~'d Landmark 30 and 13l~" x 38 31." AR (and WideTr?ck QB) Certain teed Landmark 40 and 13'1." x -'8 %" AR (and Wl~eTrack QB) Certamteed Landnv:lrk 50 and l3Y-" x 38 ~'4" AR (and WldeTrack QB) Accessory- Shmg!es vaT10US PA 110 01 o (1') '" o 00 00 f- e.: t'- ~ f- o(j)~ E 70::::0:::: o wO (/) XwI (/) Ltzf- o -:::l CD(1')OLD0~ C'\IZ C)~"",w25 'o.O"~....J CM<:t<l::w ~-l,...,o:::f- Ol..l..oo:::l~"'" . ro t'- f- S:2 <.0 (/)~Ou~,..., c.7:::lf-01 ,..., 0 cc 0:::: . LDC.If-WO O1~o...(j)UZ PA 110 Z o lAll~I1\ARK n DIMfUSI(i~$ 111 RJ( ~IM.~~$IO~ PA 110 11") a o '" O'l ,..., C ro :::; C ro -, PWptl etary ~"-- f:' / // // :: ;/ 4HOA\ARlt rt DiM!Il$KlNI Ibis product IS approved as described herein, and has been desIgn.:-d to comply with the High Ve10Clty Hmncane Zone of the Flonda BUllding Code. DESCRIPTION: Landmark 30 (and~AR) (and WideTrack QB}, Landmuk 40 (and-All) (and WideTrack QB) and Landmark SO (and-An) (and WideTra(k QB) 3. EVIDEKCE SUB~frfIED: < .. I' 4 ~ )!) ~ .~~. 1,' , ~'~""".JJ. /' " / /// / / ". / / /.' fest IdentHi~r relit Name/Report Date Test Agency UL 790 P A 100 04/02:01 R684 Undt."1-wnters LahoratQDe8, Inc, PRl Asphalt l\,'"('hllologies, Inc. W f- ~ o OJ/l2J01 11 /12/02 PC rC-OI-02-01 CTC-006-02-01 LABELL.'IG: Each unit shall be.ar a permanent labell,vlth the m2.'1ufactl.l!iOr'S name or logo, City, state and foJ1o\oving statem"nt. "Misl1u-Dade County Product Contlol Appro"\ cd", unless othern'1se n<.1ted hhein !;\,,,-r.'1 11/30:00 _U '08/02 94;-,'X9632 021\1<.42448 Wind uplift reSiStance P A 107 tTndenvnters Labolatorie;;, fnc. RE."lEW AL of tIllS NOA $bal1 b.e considered after a rene\\al apP;lcation has been filed and there has been no Chal1M,.Hl the arm;l<;:a.b]~ puIlsling_<:.~~aJt~..e]y~[f~ctlgg the pe-formance afthis product. ..____,.._ .._..._.., TERML.'lA nON ofthlS NOA w1l1 occur aft:er the ex..plral1on da'e or iftbele has been a leV1sion or change 111 the materials, use, <ind'or manufacture of the product or pro<:ess, MlS'lse of this NOA as an ep,dorsement of any product, for sales, ad\'erti:;ing or any other purposes shall auwmatlcally tenninate thlS NOA, FallU1e to comply '" ILl} an)' secl10n of this NOA shall be cause for terminatlOD and n...moval of NOA, ADVER'fiSEMENT: The NOA numbt.'T preceded by the word; Miami-Dade County, Florida, and followed by the expIration date may be dlspJayed m advertIsing lrtexature. If ,illY portleD of1be NOA IS dlsplayed, then it shall be done in its entrety. INSPECIlO~: A copy of this entire NOA shall be proVIded to t'le user by the manufactu.rer or lts distnbutors and shall be .1"\ iU;J.ble for in::.pedlOn at the job Site at the request l f the BUllding OffiCiaL 0 0 IJ) w I- - :J 0 Ul ~ Z ro- I:" 0 I:" o > .- I l\1 - ...J (J'l Ul OJ Ifl - 0 I > w IJ) (J'l - 0:: M IJ) Q 0 M I:' <t I I a. Ul ...J M ~ ~ lJ. .- ~ OJ <t w Q. J I- ~ .- ~ ~ Z I- 0 0 IJ) 4. LI\lILHIONS 4.1 Fne classIfication IS not pazt of th15 acceptance, refer to a ('UlTent Approved Roofing Matenals DltectOl)l for fire ratings of this product, 4,2 Shall not be lnstalkd on roof mean heights m excess of 33 it. lt9 :{ \ ~ ~ l ! l'\,,11' ~l II, ~",l\{\ \.l,,,~ , ~ ~~ ' ,< [,- ""~ U'MMH HAHn/Hi '~W" "'~'%.,. ':;ME R00H)HR Mm\,~D tOR m.n,}f{ [:lM[M$IO~ $}\iMtms "'~... ;\[HH.R,I,<..H '1I1 W(1(l;[\, 5. h'iSTALLA nON 5.1 Shmgks shall be im;talkd m compliance with Roofing Apphcatlon Standard RAS 115.. 5,2 FJashmg shall be 111 [lcc('ldarce wlth Roofing ApplIcation Standard RAS 115 5,3 The manufactmer shall provide cleaz'ly wntten apphcauon Instructions. 5.4 EXp<...sure and course layc'ut shall b~ Ul compliance \Vltll Detail 'A', attached, 5.5 Nallmg shaH be m comphanee ~1th Ddall 'll', attacn..>-d, 'TIllS NOA COnslsts of pages I through 4. The submitted d(1cumentatlOn was re.iewed by Frank Zdoaga, R RC r "J'..."f 1$ j ( ,~'~ iJ!l~:J':.,~ '\" 11'1 r~ Q~~"t:,~ t :'iOA No.: 02-1219.03 Expiratiou Date: 01/28/01 r\ppro\lll Date: 03/27/63 Page 2 of 4 NOA NI).~ 02-1219.03 Expiration Date: 0212&/01 ApPl'1nal Date; 03/27.'03 P:lge 1 of 4 ~""~ ....~.....~ DETAlL B LABELING 6.1 Slungles shall be labeled wi.th the Miami-Dade 1 ego or the \\ordmg "Miami-Dade County Product Control Appro'ved", 6. i- I'" -,- 383/4" ---...- - -----"'"1 I -1-'- 143,'4" -1-- 12" .-::=--- L-~l ~ _L__L__ !:20:: zLiJol- "G:zz Cii<l:<l:~ LiJVl 0 0:: O::Z::LiJ:::) ol-ZU ZZ"LiJ <l:oCiid ,,:E Vl::Z:: 0 ~~;:~:J :: -O::<l: <l:~LUO> O::lJ..~o!:2 OOO~LU !:2:iLU<l:O ::Z::<l:::z::LiJO 1-:>I-VlU , .BUII.OIl\"G PERMIT REQUIREMEl't"'TS 7.1 ApplicatlOn for bU1lding penmt shall be accompal1led by copies of the follow ing: 1.1.1 This Notlce of Acceptance. 7.1.2 iillY other documents required by the Bl,llding Official or the appl1cable code in order to prop<;--rly evaluate the installation of this sys!trn. 7. 12" --...- - ---r , I 13114" I \ ! I __...l \TIlUtR <.()lIt'E "'---, - r-' 61/8 I L I 55/8" Expos life ,llt'J.: it" DETAIL A LANDMARK 30, 40, 50 (AND AR) ~ x, , !{;:: 1<1 ~ ( , u~'~~~ \ \"-!~:>, I ,~ FIGURE I. I=LAeHIN<:: IN&1'ALLAT!ON 383/4" --...- ..-..-.------~-,....j .. /777Zz:7~2:.."r}~//LLRlLd// 777/' 1 .... ,~~~, H!*$ !!;~,'\ ~\QO~S ~~- Rake Edge if) Z ('\JO . if) /.D- .> ('\Jw ~o:: l~ ,,,~ ..: ~ ~..Nt: ":');i~!';' ,^r"~;::::~ ::s..r~~ 5 5i8, ~"'l-04C~4:,.."",''''t ~~'V';;''''<.~$~' ~E'~;)(-..~~ N~$~l...,g area fOf "'low ~lf1d zt.3N:fat'tf* s<<rpu :fu..'m '3 5 12 to 21 12) Nail bet<,,,~. uP!>"t & 10""'" ,l$! r",as 12" ~_._,..J........- -,---- 14314" CERTAINTEED LANDMARK 30, 40,50 All d"nB11s1ons shown are in inches ..~:- 12" ," ---1 __ 131/4. _ ~ I r-f n' ., D'" 17112" 6~ , I I I W /tol:~~~~ .:tN1J lH!ZOlt:;.H nll (dl R,'itS: -55/81 5: [W~'-'; _EXPL~ __ ___ r LANCMAJ~K 30, 40,50 (AND AR). WIDETRACK OB (low and Standard Slope) 16 114--------, " FIGURE 2, UJAu.. 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