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Home My WebLink AboutBIN B-4 PERMIT 4306 TERMITE SPECIFICATIONS: 1. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE-INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL.(FBC 104.2.6) 2. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1'-0" AWAY FROM BUILDING SIDE WALKS.(FBC 1503.4.4) 3. IRRIGATION/SPRINKLER SYSTEMS INCLUDING ALL RiSERS AND SPRAY HEADS SHALL NOT BE iNSTALLED WITHIN 1'-0" OF THE BUILDING SIDE WALLS.(FBC 1503.4.4) 4. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, BETWEEN WALL COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAT 6 INCHES, EXCEPTION: PAINT OR DECORATIVE CEMENTATIOUS FINISH LESS THAN 5j8" THICK ADHERED DIRECTLY TO THE FOUNDATION WALL,(FBC 1403,1,6) 5. INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETE.(FBC 1816.1.1) 6. SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED AND FORMED,(FBC 1816,1,2) 7. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC., SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT,(FBC 1816.1.3) 8. MINIMUM 6 MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTIO:'-J. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT IS REQUIRED.(FBC 1816,1.4) 9. CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXTERIOR SOIL TREATMENT.(FBC 1816.1.5) 10. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1'-0" OF THE STRUCTURE SIDEWALLS.(FBC 1816.1.6) 11. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION, ANY SOIL DiSTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED.(FBC 1816.1.6) 12. ALL BUILDINGS ARE REQUIRED TO HAVE PRECOI\<STRUCTION TREATMENT,(FBC 1816,1.7) 13. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CO:'-JTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED, THE CERTIFICATE OF COMPLIANCE SHALL STATE: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES."(FBC 1816.1.7) 14. AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN 1'-0" OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES, TUB TRAY BOXES, FORMS, SHORING OR OTHER CELLULOSE CONTAINING MATERIAL, (FBC 2303.1.3) 15. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC., SHALL BE BURIED WITHIN 15'0": OF ANY BUILDING OR PROPOSED BUILDING,(FBC 2303,1.4) A.B. Abv. A/C Adj. A.F.F. A,H,U, ALT. B.C. B.F. Bk Sh Bm, BOT. B.P. Brg. Cir. Clg. Col. Comp, C.T. D Dec. Ded, Dbl. Dia, Disp. Dist. D.S. D.V. DW. Ea. EW. Elec. Elev, Ext. Exp. ABBREVIA TIONS Anchor Bolt Above 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 Int. K/Wall K.S, Laun. Lav. L.F. L.T, Mas. Max M,C. Mfgr. Micro, Min M,L. Mir. Mono N.T.S. Florida Bldg. Code Finished Floor Fixed Glass Floor Foundation Floor System Fireplace Foot / Feet Footing Fixed Galvanized General Contractor Ground Fault Interrupter Girder Truss Header Height Hose Bibb Interior Kneewall Knee Space Laundry Lavatory Linear Ft. Laundry Tub Masonry Maximum Medicine Cabinet Manufacturer Microwave Minimum Microlam Mirror Monolithic Not to Scale Opn'g. Opt. Pc. Ped. P.L. PLF PIt. Ht. Pit Sh, PSF P,T. Pwd, Rad. Ref. Req'd. Rm, Rnd. R/SH SD. S.F. Sh. SHT S.L. S.P.F. Sq. S.Y.P. Temp. Thik'n. T.O.B, T.O.M. T,O.P, Trans. Typ. UCL U.N.O. VB Vert. V.L. VTR W Wj W/C W.A. Wd WP MASTER REVISIONS DATE DESCRIPTION Opening Optional Piece Pedestal Parallam Pounds per linear foot Plate Height Plant Shelf Pounds per square foot Pressure Treated Powder Room Radius Refrigerator Required Room Round Rod and Shelf Smoke Detector Square Ft. Shelves Sheet Side Lights Spruce Pine Fir Square Southern Yellow Pine Tempered Th icken Top of Block Top of Masonry Top of Plate Transom Window Typical Under Cabinet Lighting Unless Noted Otherwise Vanity Base Vertical Versalam Vent through Roof Washer With Water Closet Wedge Anchor Wood Water Proof STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA FOUNDA TIONS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA, SHALL HAVE STUD PROTECTION SHIELDS FOR ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. CODES: FLORIDA BUILDING CODE, 2001 EDITION WITH 2003 REVISIONS BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-02) SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS (ACI 301-02) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI 530-02) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 2001 EDITION APA PLYWOOD DESIGN SPECIFICATION SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR) FOUNDATION INSPECTIONS A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI, A SLUMP OF 6" PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 40. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6". 4. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 5. HORIZONTAL FOOTING BARS SHALL BE BENT 1'-0" AROUND CORNERS OR CORNER BARS WITH A 2'-0" LAP PROVIDED 6. MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE 40 BAR DIAMETERS TYP. 7. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM WOOD FRAMING INSPECTION LIVE LOADS: ROOF RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICATED BALCONIES ST Al 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 ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FOLLOWING DESIGN LOADS: 6, DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION, 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. WIND LOADS: (F.B.C.) 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 REINFORCIr\G 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. r\0. 2 SOUTHERN YELLOW PINE (19% M.C.) ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR, or OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) WALL SHEATHING: PLYWOOD C-C/C-D, EXTERIOR OR OSB VERSA LAM BEAM Fb = 2900 PSI (2.0E) WOOD COLS. PARALLAM 2.0E U.N.O. DESIGN LOADS: TOP CHORD LIVE LOAD: 20 PSF TOP CHORD DEAD LOAD: 10 PSF STRUCTURAL STEEL: REINFORCING STEEL ALL REINFORCING STEEL SHALL BE NEW DEFORMED BARS FREE FROM RUST, SCALE & OIL & SHALL MEET ASTM A-615 REINFORCING FOR FOOTING SHALL BE SUPPORTED 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 REINFORCIr-..:G 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: 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 REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 BAR DIAMETERS. REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL TYPICAL UNLESS OTHERWISE NOTED. 6. REINFORCING STEEL SHALL BE LAPPED A MINIMUM OF 40 BAR DIAMETERS, UNLESS OTHERWISE NOTED ON THE DRAWINGS 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. UPLIFT CONNECTORS 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF tHESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE CONSULT THE TRUSS ENGINEERING FOR THE LOCATION OF THESE WALLS. WOOD FLOOR TRUSSES: 15 PSF 50 PSF 65 PSF ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL BEARING VALUE: BUILDING DATA CONSTRUCTION TYPE - TYPE VI UNPROTECTED (SECTION 608 - FBC 2001) MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE HOMES WIND SPEED 123 MPH (3 SEC. GUST) WIND IMPORTANCE FACTOR -- (Iw) = 1.0 WIND EXPOSURE - "B" (FBC 1606.1.8) INTERNAL PRESSURE COEFFICIENT = +/- 0.55 (PARTIALLY ENCLOSED BLDG) WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION. 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS, ( I.E, BLOCKING OR GABLE END BRACING) SHALL BE EITHER SOUTHERN PINE, OR S.P.F. NUMBER 2 GRADE SHALL BE USED REGARDLESS OF SPECIES. DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) WINDOWS AND DOORS 123 MPH + 38 PSF / - 40 PSF GARAGE DOORS (V = 123 MPH) SINGLE 9x7 +37.0 PSF / -40.0 PSF DOUBLE 16x7 +37.0 PSF / -41.0 PSF SEE FLOOR PLAN FOR ACTUAL PRESSURES ALL WORK SHALL COMPLYWlTHALL PREVAILING CODES, FLORlDA BUILDING CODE, NATIONAL ELECTRlC CODE AND CITY OF ZEPHYRHILLS ORDINANCES ENGINEERED PLANS ON FILE REVIEWED MAY 1 0 ZOOS ~~ BRISTOL GRANDE 2003 GENERAL NOTES: THE FOLLOWING TECHINCAL CODES SHALL APPLY: 2001 FLORIDA BUILDING CODE, WITH 2003 REVISIONS PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70-02 NATIONAL ELECTRICAL CODES 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WALL MOUNT WATER CLOSET VOLUME 3,5 GALLONS 3. WATER - FLOW RATE. PUBLIC FACILITIES 0.5 G.P.M. PRIVATE FACILITIES 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M, 4. ALL WATER 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, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS, THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATIO:'-J METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING, 6, ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AI\<D WITHIN 18" OF FLR TO BE TEMPERED GLASS, (SECTION 2405.2) INDEX OF DRAWINGS SHT NO: TITLE 1 2 3 4 5 6 S-1 S-2 S-3 S-4 S-5 S-6 S-7 COVER SHEET FLOOR PLAN FOUNDATION PLAN ELECTRICAL PLAN ELEVATIONS TRUSS LAYOUT MASONRY DETAILS LINTEL PLAN AND DETAILS DETAILS DETAILS DETAILS DETAILS STRUC. NOTES & HANGER INFORMATION DETAILS DOOR DETAILS ROOFING DETAILS ROOFING DETAILS GARAGE DETAILS DETAILS PRODUCT APPROVAL WINDOW DETAILS SGD DETAILS DETAILS DETAILS DETAILS S-B S-9 S-10 S-10A S-11 S-12 S-13 5-14 5-15 S-16 S-17 S-18 NOTICE TO BUILDER IT IS THE INTENT OF THIS DESIGNER THAT THESE PLANS ARE ACCURATE AND ARE CLEAR ENOUGH FOR THE LICENSED PROFESS- ONAL TO CONSTRUCT THIS PROJECT. IN THE EVENT THAT SOMETHING IS UNCLEAR OR NEEDS CLARIFICATION..STOP..AND CALL THE DESIGNER LISTED IN THIS TITLE PAGE. 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I--- I-- I-- I-- 1- I-- I-- I--- I-- I-- I-- I-- I-- I-- I-- f-- f- 11111 2'-0" 1 C/L SINK 10'-2" 7'-0" ,~ '1 V 0J L.() ~ I I I I I I I I I I I 13'-8": ,,3'-( " =,r1- O'l~ ' II ~ I'- I I , I I I I , I , I I : 3'-2" : 5' ,~ I M 0J I 7~', ~ _. ,,... , ~ l~ "" '-lJ Fl. r---------------~ I , I I I I , , I I ~---------------~ 16'-0" 20'-0" o ~ ~ o o ...-1 , I I I I I I , 2'-4" , I ~ '" 0J 00 ...-1 ~ N , ,I -T IFF I """ 1- v~ I I r11, II 3'-6" 13'-10112" 17'-811.2" ~ O'l / I - - - - - - -. - - -. -. -. -. - - - - - - - - -. -. - - -. -. - II 1- t 2' ~"l 40'-0" 1 21'-8" 11'-0" II I I I I I I I I I I I 11111 I II II 16'-4" ~ '<t ...-1 h (, , , , , , , , , , , , ------------------------------~ I I I I I I , I I , ~v: :x- :2 O:91h-'~ ~ -rIP') t' ...-1 I I ~_Il_ uu /\ II' - 12'-5" 5'-011.2" ~ M ~ M ~~ 6'-1%" ~ o N 11'-911.2" 8'-811.2" 1 ~ . /\ ~m_ ~ i' r~ c.o ~I.- L I' r--- I II I I III IlL - 3'-1" ~ M --'/ ;V "1 L.() f II 11 8'-8" I~ 8'-43/8 " 5'-4" I 1'1 I 1 I I I I I 9 ...-1 ...-1 ~ M 5'-8%" 9 ...-1 ...-1 =j --9 N ~ 1r ~ - 3'-511.2" = I--- I-- >- ~ I-- I-- 4'-8' I-- f---" :-- ~ I-- I-- I--- I-- I-- I-- >- >- I-- I-- I-- :-- >- I-- :-- I-- >- I-- I--- I-- - - - - - - I-- I-- I-- 1--- - - - - - - - - - ~v - - - - - - ~ ~ __-.:j __ ____ I-- ~~ - -'V" '---n ~ N - - - - - , II ~ I 0J M 0J M I. 3'-0" 3'-0" " 3'-2" 6'-0" 7'-8" 12'-4" ~ ~ l.r. - - - - - - - - - :-- :-- ~ - - - - - - - - - ; :~1 "'Y/ ~ ...-1 ...-1 3'-2" DIMEN610N PLAN SCALE:l/4"=1'-0" ~:" - - - - - - - ~ ----'1'-01 L.() - ---' - - - - - - :-- r 5' o N 9 I'- "1 ...-1 ...-1 ~ "1 L.() ...-1 0J M ~ M "1 to 5' o to 9 o c.o 0.. W l- (/) w "1 <-' O'l ~ M ~ <-' o I- ~ o N ~ c.o (~ \~ ~ M M (18\ \~ Z o ~ U 00::: ......Iw UO ,......I ~s CCO -I 0:::1- w- >:5: '<;j" ~ ).'-4" L-f ~------ o ~ '<;j" I I I I I :~ L- /\87 1-11 II ~ M I-- I-- - - - -. I (/) ~ [ --J en o 18'-4" 4'-4" 12'-8" ,~ o _ _ _ _ _ _ _ _ _ _ _~~~Q~~l t.i39Y~_ _ _~_ ~ to COVERED LANAI 18'-0"X 5'-4" 8' CLG A.F.F. 10068 SGD I In , , , , ,--------------------- 10' FLAT ~ M ...-1 18'-8" VAULT r-12" RAiSED BAR OVE R KNEE WA L 39 1/2" AFF ~ = - - - - ~ 4'-611.2' - - --------, -- ~ O'l N 18 S-6 I-- II III ,2'-0" 1 , 8'-0" I ---------1 "',, II I I I I J L: - :~ [ BL SINK D/W' I- :~ Ill.. I - 13'8": ~ I [ 9 o ...-1 ~ : KITC~EN : 13'-0"X 11'-10" : VAULT CLG : VINYL I I :.3'-( " : mQ-- - I 23 II ~ I- : 0::: I I 1'-" Q I ~I I ...J 3" RET~RN\ g : 9 ~ 7'-0" " :3'-~ \fS : M B: ~ '1 I ~ ", :_=_, ~ 2'66y24681l '1 ~~ .V, 5S/H "" LA UN ~' C II\G r--- - -- -->- A/C 2868 <$ 2'-~" 10'-2" C'? M 6 S-7 r---------------~ : ATTIC ACCESS : I LOCATE IN FIELD I : 22" X 36" MIN : ~_______________4 2 CAR GARAGE 8' CEILING A.F.F. 1/2" DRYWALL ON FRAME WALLS R-l1 INSULATION IN FRAME WALLS 1/2" CEILING BOARD ON CEILING PAI:'-JT ALL SEE SPECIFICATION SHEET FOR CEILING TEXTURE TYPE 160700HGD 16'-0" 20'-0" 40'-0" 5'-4" 21'-8" 11'-0" f 5'-4" f 25 SH OETI HOSE BIBB t 11 I I I I I I I I I 1 I I I I II II I III 1- 25 SH _unu_ I II:: ~/~;d ~~ESS (4.2 \ (19.;,[1 \8/8 ~ 0J (/) L.() 00 c.o o L.() I ::1 EGRESS 8 S-6 - - - - - --l; I I 4'-8" I~ 16'4" ~ H G.T. _<: : - -(9\ -=- - -MA6TER -6UlfE- - - - / ffi f- - : I \S-6) S 15'-0"X 17'-4" " 0 WIC: (f) _~_ _~~_ _~mm~~~~~f~G_mmu_uu// "'n~' CLG i ~ lp I..,.. I - I I ~~ : ~ II 10' FLAT I VAULT I ...-1 I - ----~ I I I I I I I : fb'O : ~Q) I',l II II o ~ ...-1 ...-1 12'-5" ,,' .., ~ ATTIC ACCEss-i 22" X 36" MIN -VTR LOCATE IN FIELD r-ART NICHE IM~ r- BE f-- _____ r- I-- KNEE = SPACE = r- R ----- ~ G~ "1 $:'-8" 00 ~l-2---tj MA6T ~~ BAT~ /\8' CEILING L__ \VINYL ~ J ~ _5~01h"~~9V1;; .:~ ,~~ ~ M . ~8" WALL ~~I 5 SH ~ o N L lua ~4" CURB 1/ SHOWER f=o GLASS ABV.42" / HIGH WALL J /TILE TO 7'-0"'-...... IQNO~ ~ M ~ I.---- .... 13'-1011.2" 6'-1%" l, .. 5'8%" ~ '" ~ 00 LIVING f~OOM 14'-0"X 11'-6" 10' CLG CARPET BEDROOM 4$3 K 11'-0"X 11"-0" 8' CEILING CARPET 9 ...-1 ...-1 (/) (/) W 0::: <-' W 17'-811.2" 11'-911.2" <$ ~ O'l 3'-0" l 3'-0" I 2'-0" ~iV 6'-0" 3'-2" 3'-2" 7'-8" 12'-4" 40'-0" Note: SEE SHEET S-9 FOR DOOR OPENING SCHEUDLE SEE SHEET S-14 FOR WINDOW OPENING SCHEDULE SEE SHEET S-2 FOR LINTEL SCHEDULE FLOOR PLAN SCALE 1/4"=1'0" - - - - - - - (f8I \ ='/~) ~ ~ I-- e- f-- f-- I-- - - - - - - - - f-- 5' o N - ..-I I a.: (/)~ '<;j"w NI- 9 I'- - _? - - - - - ..-I ~ M L.() I (/) L.() M "1 L.() ...-1 0J M ~ M "1 c.o WALL LEGEND FRAMED WALL 2 x 4 U.N.O. BEARING WALL INTERIOR SHEAR WALL MASONRY WALL/ SHEAR WALL MASONRY SHEAR WALL INS. W/ FURRING A TC NOTES 9 o c.o AREA T A6ULA TION BASE PLAN ATe 1ST FLOOR 1709 S.F. GARAGE 409 ENTRY 51 COV.LANAI 115 TOTAL 2,284 S.F. REFER TO SHEET S-9 FOR OPENING SCHEDULE CONNECTOR TAKEOFF BRISTOL GRANDE 2003 QUANTITY 14 10 22 12 110 2 15 57 57 13 5 1 2 7 9 9 2 2 8 USPID SPT4 RT16 KTS12 L TSA30 HTA16 N/A RT16 SPT22 SPT24 MP34 LSSU28 MTW16 HTA20 HTT16 U24 LUS2x6 LUGT2 HUSC412 LSTA22 SIMPSON ID SP4 H8 MTS12 LTSA30 HETA16 HHETA20 Hl0 SPl SP2 A34 LSSU28 MTS16 HETA20 HTT16 U24 LUS2x6 LGT2 HUSC412 LSTA22 1. SEE UPLIFT CONNECTOR SCHEDULE FOR EQUIVALENT USP CONNECTORS AND STRAPS. 2. SEE FLOOR FRAMING PLAN FOR FLOOR HANGERS. 3. SEE TRUSS MANUFACTURER FOR ALL TRUSS TO TRUSS CONNECTIONS. * DISCLAI M ER THE QUANTITY OF CONNECTORS IS SHOWN FOR CONTRACTORS CONVENIENCE. IT IS STILL THE CONTRACTORS RESPONSIBILITY TO VERIFY THE CORRECT SIZES AND QUANTITIES. w () I- o Z w o <I: I- o o LL W 0:: <I: ::J o (/) w ~ ll..~0::: '00:::0 W ll..ll.. 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I L - \. .Jj Il '-' L D ~ER VENT ~I -f THRU WALL t (' 3 \/ - \5'= -. -. - I-- i- >- - - - - - -. -. = (2\(1\ ~.~ I-- i- ~8tl ~ -5 = - - - ~. _ --L -_- =- -_- ~-_- =- -_- =-=- -_- =-=- -_- =-=- -_- - Cff~- =-=- -_- =-=- -_- 2- - : I - I I i- I I i- I I i- , : r- I I :-- I I HOSE I-- I I BIBB ==: C? ~ : _ I I'- (5, I = : TYP'~8! : - I I - I I - I : I r i : FAMIL"r' ROOM ~ I ~ 19'-0"X 12'-0" 00 ~ : VAULTCLG I@J : CARPETW4 ?E g; : L 2661"i ~L : 4'-10" 1'-2" 2'-6"..2'-2" 1.~3'-6r:- : -4" FRAMEOUT- (~ l r1 (J ~=, I DBL \ 4 j, I I \ 4 Y01 : TOP PLATE./' v (' I ~?~~jA~E1A~L~ v /;vf(~. fop @- ~v A.F.r, ': ~ ~cb '" lEe I' ~~ G : /",0 4 L - c---'l I . : L.L L- DBL 2X4 Ill.. WALL I~ 1- ICO I@J 10:. 10 II- 1(.1) IX IN I ~ - I--- "1 3'-511.2" I-- ATTIC ACCESS~~ 3'-1"" 8'-811.2" ~ ~~~~~,~, F~OOM ~g9~T~~~ ~IE~D \ 1 ~^5~~~~~'~: ~j 10' CLG ~ N f~ /2';; ~ CARPET G.T. FLG R/SH r-;. :--VTR = WALL - - ~- - - - 730'\ - -7 -L.J~E fRAME ~ ~'-' 3(_2698 . M~ I - 0:::0 : \2-!J.. 0$ to I I r\- - 0 ... ~ = ~ ~ /--..... I = 1......1 0 09 -PROVIDE PLATFORM (14A,1 4 ~ I II U~. Ii-- V5 a.: 0) \ S-6, 01 I I Co 00 TH ,(/) ....., w~ 31" HIGH FOR HVAC UNIT W.H. ~ FO"r'Et::) I I L - - - ..J c.o Ln' 2 " 18 (3'\ =" 00 8' ~ / VINYL co w N I- S-6 ~ ~ 0~y~LG ~ ~'~ [ 3'-1118" ~~8'-43!a" ~; ~ ~ I - nrn 01"J JL668 R/SH ~ f= 1...W.. ,,6068, 1&.>- - n _ _ _...-1 __ __ - I- ~I A~" W D-.J' E ~ 506~~.Jr >- KNEE WALL / -II 4 '1 l >- I'V t= ABOVE ~ -1~S'o/ 3'-1" 3'-10" t: t= f2K\ == ENTR"r' = (4\ ; ~ ~~ 12' CEILING ;= \2Y = t= A.F.F, t= BEDROOM 4$2 ~ ~ ~ ______________________ I-- 11'-0"X 11"-0" t= ~\ f= ---------------------j ~ 8' CEILING t= - -r >- CARPET t= = ~ (2) 2X12 w/~ == ~~ >- ~ N 1/2" FLITCH I-- . ~ ~ ~ ':' PLATE ~t: ".s- 57 ~~~~~~5Ni~~AY~ ,d~ := M 1S',y EGRESS ~~ t= I:: n l rv := 25 SH f--. -. -. -. lLJ o Z <t: O::(Y) 00 --.JO ON wI- ~(f) <: - zO:: zm <: ......J a.. SHEET NO. 2 OF 25 LAST PLOT DATE March 11, 2005 FLOOR PLAN L!'l o o N .,-, .,-, .c u ... co ~ o o lJ) W I- - 0 ~ ~ z .... o - U1 - > - Q ~ C. ~ ~ I- t' o .... t' > I N ..J IJ' Ifl mOl lJ) IJ' W [Y] lJ) 0:: [Y] t' o I I ....I 1:'1 U1 U. .... I- ~ OJ U1 ll. I W .... ~ ~ .1- Z o o lJ) o Z !2! S2(/)o (/)I- 0 WI-(/)W~ DZ(/):::!<r DO-I> z:2;t::~(/) <tNWo::U:; c.:l~~OO ;;';0::000 ~Owwu <tLL ....JI-- o::o~L5z O:::io::(/)W ~~WO~ I (/)t:L:Z:J I-_<t<tu w ~ 0::: U >- ll.. Z ZI-O ~Z- I- ZW~ -(f)> OZ- o woo UU~ Z ::J 0 OZ- owO::: I- 0::: ~ g 0..-l.L. I ~~<i! fM w w 0::: '-' co I I- 1-1-2 Ol-W Z:::)U 0:: >- 0 ri >- <(IO::: ~t::0 0... z:5:U <!:o:::w O --.Jw ~ o..zo () (/) Z I I~(/) I-~:::) 0.. 0::: o U W ~ o I (/) ::J ('I") o o N @ '9 (Y) 5' o (,0 "'t o l!) 40'-0" 18',4" 21'8" 5'-4" C':J (Y) ..., ~ (,0 ) ,-, I ' I I, ,'W/C J '-' Oil l!) :V :-' :v :V I I LAV ~",~_"I V : II V I a I * V I ~_ l' I ,- I I ',~n - - --- --1 Il I~ .......').---------....-....:- 1~ II ~ , I I I, 1= \ I I I, I <;j" , I 11'0.' TUB II It I (Y) l I II \ II I 11 " ...." I I II ',,___--' II ......:-.:_-....l ir=---------------~ t::l - --- - -- - - --- ---- - ---- - --- --~ ..., ~ l!) ..., ~ <;j" .--- RECESS FOR SHOWER 4" SEE FLOOR PLAN FOR DIMEN. ~ C':J (Y) (Y) , t' , t' , ~ <t r- - - - - - -=--=- I ., , I 5'-8" ~ (Y) 16" X 20" CONC. MOr\O. FTG. W/ (2) #5 RODS (CO NT) q (,0 12X4 WAL~,_O" ~ I (12~ \2V 28'-4" (1\ ~ o ~ O'l ..., INDICATES FILLED CELL ~ W/3000 PSI CONC. I (Y) FROM FTR. TO BEAM I ..., W/ 1#5 REBAR TYPICAL I---. : ABOVE SLAB. I ~ HOOKED FTG. DOWELS 17" I EMBEDMENT W/ 25" : / : EXT. ABOVE SLAB : / i 2'-6" 2'-7" 2'-Ql i/. i I I I I I I q (,0 o ~ l!) ..., -PROVIDE CHASE FOR HVAC UNIT 8'-5" 10'-11" 8'-8" "'t (Y) I :/ X4 WALL 2X6 WAG, / .-- ------ ------- --~ ~ r - '::"'-l -r---.=---{- / Lr--".,J II 0): -, I I " \ / II I I I I \ I I ,..... II ,_, I L.J..J I I :::) II W/C I I- I II I: I~I L 4" V ALL :=== ===: ~ ,,(\M I~:J <t 2X6 WALL :~,:--,-, I \ \ I , I ...--.... ---1 1/2" X 5 1/2 RECESS @ ENTRY 1" PAST P.T.GREEN VERIFY W/G.C (6\ ~-y LAV q (Y) o I l!) ~ ~ q <;j" Oil o C'J ~ (,0 '-1 " 3'-10" 1 '-1" 3'-2" 6'-0" 3'-2" 2'-0" 16'0" 2'-0" 7'-8" 12'-4" 20'-0" 20'-0" 40'-0" FOUNDATION PLAN SCALE lj4"=1'-0" I ICJ I. IZ I n.. 0 10 ~ I:s: ,..,.... 10 ,., :::: I it' V V V ~ V- CJ Z D- O ~ "? o l!) o z 3 CJ z ~ ..., ~ ~ (Y) o ~ q l!) ~ (,0 q <;j" q <;j" ..., , (Y) C':J (,0 U( (,0 "'t l!) C':J (Y) -' -----l o ~ (,0 l!) I~ C':J (Y) 5' o C'J q ~ 5' o (,0 "'t ..., ..., 3" VTR Jl, I I I , LAV. ,: . 2" VTR ~ I I I I I I I I PLUMBING RI6ER N.T.S. NOTE: MAXIMUM HT OF STEM WALL @ 8'-0" * NOTE: NOTE: CONTRACTOR IS RESPONSIBLE FOR BRACING OF STEMWALL DURING UNEVEN BACKFILL CONDITION fiLLED CElL SPACING AND FOUNDATION SIZES WILL VARY BASED UPON THE HEIGHT OF THE STEM WALL. SEE SCHEDULE ON THIS SHEET FO REINFORCING AND FOUNDATION SIZES REQUIRE STEMWALL HEIGHT (h) Oil 0'-0"-4',0" ..., C'J 4'-8" - 6'-0" 6'-8" - 8'-0" i-STORY STEMWALL SCHEDULE FOOTING DIMENSION d b MAXIMUM F.C. SPACING (O.C.) IN STEM WALL NUMBER/SIZE OF BARS LAT. 10" 16" W/ (3) #5 BARS W/ (3) #5 BARS 127.2# 6'-8" 10" 20" 210# 4'-0" 12" W/ (3) #5 BARS 374# 2'-0" 24" NOTE: 1. VERTICAL REINFORCING IN SOLID GROUTED CElLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BElOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE. REBAR NUMBER/SIZE BLOCK WALL (1) #5 CONT. TIED TO EACH VERT. REINF. BAR h" . . . ""'/; W.M. TO BE i;:l~IED TO #5 CONT. REBAR , . ~ COMPACTED CLEAN <: '. .' d" FILL' /' :':"" I; SEE SCHEDULE '/ FOR REINF. STEM WALL FTG. 1-STORY SCALE: N.T.S. NOTE: REFER TO DETAIL 34/5-1 FOR TYP. STEP FTG. l..LJ () f- a z w c;l ~ a f2 w 0:: <:( ::> o Cf) w ~ LI...<l:O:: -00::0 w LI...LI... 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I W (/) 0.. a:..; LlJ t;;t5<i!~~~<i!~uj c woO:: ::> 0 <l: 0:: c:c c:c c( a::lw~>-o ~...I::Z:: C l.J..I--'u--'NOua:u - ~~~~I~~(ji ~ 2~t;;8~~t;DD ~ ~(J) C\I-I ~-I 0- NI U;>$ I'-W ~- ~> L!)I- ~~ >-0:: o::() o~ I-C\I z~ WI- >0 ~-I ~(j) LOZ '0 N- ~(j) > W 0:: z Z o olf) - -0 (/) (/)" -If)-..., >0>..., w"w" O::OO::M ~~~co <l:M<l:~ <;j"o...<;j"~ (,00(0" M"M<l: ",,0,,0 , ~ ' ~ ~~~~ J. ' -4" 1 7' -0" 5 ' -4 "II 11 ' -0" II 3'-0" X 3'.0" X 1'-0" 17'0" 1'-8" 4'-0" l 3'8" 3'-6" 3'-10" l 5'-0" (35\ ~~~'C~RNERS W/4 #5 E.W. TYP.\,\~,\, ,,-' m___m m_______mnm__________mm___ n__ _WQW"9J'_N_G.._ m_____n ~_,!OP~.!mWQW"9J'HG..- m---------mr ~32B\ 1- i'-'/ / / / / / / / / /1/ / / / / / / / / / 2f'V / -/),~ v / / /1/ /11/ / Y / lOA Uf / / / / / /JI ~ ~ ~~~ ~~---~ - (3<-@T-~~ I 0~ ~;'~~~'~~~N 15 :"1 ~~ [-- ~ -- -- ----- -- __n __m - --------- i ~ C':J I V I ( 3 \ I \ S-l ) S-l EDGE S-l l!) I I 0:: (1\ : V (,0 0 : 1/ : \ S-l ) ~ "-Y -i : : * I V : i V : ~7" a:" U I 10'-0" II 2' 9": : S I V I 1 I '1 .,,~ ."1,, If) (ri5\ ~ ~ I : ~ t~,_;,_;, ;,-;;,;. ____mm;~Is~99_W~_3":?:mn ~--,i0 ~~-t~ \~ ~ ~ : ,--- --- ------ ___n n_ - _____n 0: ,,@; V : I 1/ I 11/2" X I 1/2" r:~ ~,,"\. "\.,,"-:.\0.. V I : 1/ r?\ RECESS @ SGD (15 \ J i :V \2V \2V ~ i~: ; 3'-0" X 3'-0" X 1'-0" ~ : V : .: W/ 4 #5 EW. TYP. C. ~: V : CJ I 11. 1-7 I it: 1--' S-l _ _ : :=. ~i I(~ "'t I~ /~~f~ 8: ~ 1= LAV *~..Av ZI '" [,00 17'-2" I 3: I 4" 2500 Fel CONC. SLAB WI ~.t ~ : 6X6 10110 W W M, OV -R 6 MIL VleaUEEN : I: r : VAFOR BARRIER ~ T~EATED FOR TERMITEe ~: : ~ T 4'-9" 2 X 8 WALL_____~~j L ~ . _ _ _ _~ ~ ~_A_L_L_ g ~ / - -. "(-"0.----:: -_-_-_-..,--:.;- - (Y) / 1("--<<';("--,1 II r1 II II II II / ~ '"_-_-_..1_'-- -_-! J L. SINK ,7 :/i : /: : /: : /: : /: : /: : /: I -' I 1'- 1/ I 1/ I 1/ I :/ :/ :/ : / I : /: 10PT.1 1'-" ,.J,...-----, : r 11.~_n~1 I / III: ~ I L...'l'I; I /"rl II I ~[I____.J~ I / I ----- 11\."" "\. a."- " " ..,..JI"'---- -----,' <:0 I I'" - -, II I : /.. I C':J III I II M : ,. : ~ :: : A/C: ;: I / ~------------------~~___~~~--- ------------------ ----- --~ .-l. ~ :. / / / / / / / / / / // /.././ / / / / / / / / v / / / I ~ / . -::' -- --.:.: ---- ~ -- -- -- ------------------------------r-------------------------------------- ---- ---- -- -:" / : : >il: STEP DOWN 3.5" I (1'1\ i: /: : / I \ S-l ) : I / I 1/ ~ II /1 I II /, D" 6'-8' 10" 12'-0" I '-- z I I I ~/ I I I r 0 1/ I : / ~ I it / ~---- - ___n__n______ -, / : : / g ~ I I ~ /1 tJ ul rL.. / I / --' w '" / ~ / i / S(~ jl ~'.~:n-~ EP-CdW--~E "nn: / : 16" X 20" CONC. MONO. ~/ I / <l: :::) ~ I.' ,I . "" I FTG. W/ (2) #5 RODS / I "'. I it co II ~ rV- I' ~ I rV- : (CO NT) I V I 7' I 0::: ~ (36 '\ : 4" CON 1'. SLAB co: V : II / i j 1 ~ 3 , ~;Y ~ i ~[G~~ B" THK < ~ i ~ i : ~ : L :__________-L____~.J,_____f_~ : ~ : V: : /'7 I / I I I V I <;j", c.n I I I I I I ..,.. I V I / ~/ /: (2\ ~ I : ~ : --! -- n --<;j" ----: ~ i / : ~ (/) I :VI C'J IVI / jig I i v: ~ (3i : ~ i / / I 6fiHrl; ~~, \2Y ,,/ ,/ I j I : V ~ ~~~~'",~------ n______,,,/ 1/~~~0 q : / I ~ i Vv ~"Vt:l'<~ A : oo/.~ /~()~' ~ ++ ~ I \2Y : V ~ '~n_ ~/D-W. OPNG~ n_J' ~ HOSE I I : V BIBB: 1/ I C':J i ~~ __n_ ---- ___n - ___n__ rh~ i (Y) ~ ----- ----------------------------------------------- ----- ~ 1l.J o z <( 0:: (V) <DO --.JO ON w~ ~(f) <( - zO:: z(Q <( -l 0... SHEET NO. 3 OF 25 LAST PLOT DATE March 11, 2005 ....J <l: 0::: I- ~ o (/) (/) W o U --' M LI... >< co 0 LI... <l: w r--- OLl... CJN M<;j" Z M M 0 <l: ....J M M 0:: LI... C':J C':J o . 00 .;?oooo (/) 0.. D? O? If) 0 r-- ~ <;j"o..oo O'l<(<;j"<;j" z o If) o o N .-1 " .s::: u ro ~ W I- <l: o o o \,() W I- :J 0 Z U1 ~ r'" OOI"'"r'" - > I N U1 .J en III - CD 0 I > \,() en Cl W M \,() ~ M r'" "'" 0 I ~ I .J M IUJLLI"'" "",1-<tOO '4, UJ D. I ~ W I"'" ~ ~ .~ Z o o \,() o Z W CJ Z Vi~~ 0 WI-[/)W:::i oz[/):::!<t O-I> ~:2;!::~[/) <tNWcz::~ ~""~OO ~CZ::OoO ~OwWU <tl.l..I....J1- cz::OI-L:5z O:::icz::[/)5:! ~;;:tOCZ:: ~~<t~B l..LJ ~ 0:: () >-Ll...z Zl-O <l:z- f- zw~ -(/)> a Oz 0 t30<l: :::)uo Z ozo::: oWo f- g:~c[ I ~~<i! wwO::: c;l co I ~ I-I-w Ol-U 0:: Z:::) . >-00.. >- <l: I 0:: ~~8 a. z::> ::Sffi~ a o..zo () (/)ZI -<l:(/) ~~:::) 0.. 0:: o U W ~ o I (/) :::) M o o N @ FOUNDATION PLAN FIN. FLR. 5' 00 OPEN TO FAMILY ROOM 12" RAISE BAR i=:::::=::T::=~::::=:::J [IJ : i I i i I , , ! i ..~._...~.....~ SINK D/W 8" DEEP OP'G ~ to 3680 ARCH KITCHEN ~ OPEN TO KITCHEN 8" DEEP OP'G 7" 3680 ARCH 4" DEEP RECESS 2'-0" FIN. FLR. 12" RAISED BAR FAMILY ROOM~ 5' N 9 ~ M 5' 00 "? M ART NICHE4 q N FIN, FLR. -r 4" DEEP OP'G ~ to 3'-0" ARCH DETAIL~ o .' N SOFFIT TO SLOPED CLG. I"W r - f'I1' - ., 5' 00 I III I r-~ I III I . . . . I III I l......._..:L.........J ..:......_JL..............J : ::: : r...........-rl..............l D ........-]...............1 _LIJ.... _ L...........J._._J .............. ...............,j ~ r-- FIN. LR. REF RANGE ELECTRICAL LEGEND $ $2 $3 $4 $DM DIMMER SWITCH LL ~ 0-1 M. ' a.. <i! M 83 FIN FLR. -<>- :fr d:b o d) dlWp dID (i) ~ ...... ~ @) ~ ~ KITCHEN ~ \!J NOTE: VAULTED CEILING IN KITCHEN 7'-8" 10 0 01 10 0 0 0 01 \ MIRROR MC MC MIRROR in......n...;';"-- _ .n....h~ LJi II ' II : L........ KNEE SPACE \ TUB / , ~ W/C 12'-0" \ I24SHl ~ ~"'; __ .~m;_._~m";'..-+, "~...~_. TILE to 16" I 1 , , I TU B " , BATH 2 ~ MASTER BATHROOM ~ 5' N -r 8" DEEP OP'G 5' o ~ 9 00 9 00 ~ to 3'-1" IN. FLR. FIN. FLR. DIAGONAL WALL ~ SMOKE DETECTOR & FLOOD LIGHT 1___________] FLUORESCENT LIGHTING nun U n TRACK LIGHTING SINGLE POLE SWITCH DOUBLE POLE SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH CEILING FIXTURE CEILING FAN SCOUNCE ( WALL MOUNTED) FIXTURE 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCH ED OUTLET GROUND FAULT INTERRUPT WATER PROOF W/ GROUND FAULT 220 VOLT OUTLET SPECIAL SERVICES OUTLET Ii U @- DISP o DISPOSAL DOOR BELL CHIMES DOOR BELL LCJ ~ o CD o [@] [EB] DISCONNECT SWITCH T.V. CABLE OUTLET TELEPHONE CABLE OUTLET RECESSED LIGHTING PREWIRE SPEAKER JUNCTION BOX THERMOSTAT LOW VOLTAGE LIGHTING INTERCOM SYSTEM GARAGE DOOR PUSH BUTTON WATER PROOF RECESSED LIGHTING BATH FAN BATH FAN W/ LIGHT NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINiSHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) 8" DEEP OP'G o 5' ~ 00 to 7112" 6112" 3'-1" ARCH DETAIL~ ARCH DETAIL4 ~ i.C) 9 00 KITCHEN AREA FIN. FLR. FIN. FLR. SEC. THROUGH. WALL ~ KITCHEN BATHROOM LAUNDRY ROOM EXTERIOR WATERPROOF GARAGE GENERAL PURPOSE RANGE 44" AFF 39" AFF 36" AFF 12" AFF 42" AFF 2" AFF 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 5' ~ o (-----------------------------------------~ SINGLE PHASE BREAKER PANEL NEMA 1 30 CIRCUIT , METER SOCKET ~ ~ I C9 C9 r-- to 6112" 3'-0" 112" ARCH DETAIL~ INTERIOR ELEVATIONS REFER TO FLOOR PLAN & FIELD MESUREMENTS FOR DIMENSIONS. SCALE: 3/8" =1'-0" ~ c=::::J o L 11/2" RIGID NIPPLE WITH 2 #1 AND 1 #3 CU THW CONDUCTOR #4 CU GROUNDING~ PER NEC 2003 EDITION BY POWER COMPAr-..y n \ I pi C = :r:< ,,'r:r = ) ~ A\FAN OPT. I I'PREWIRE U\ "" ~ "'" UNDER l COUNTER ~ 'I I~ I I -- -- \ \ ) ~ IOPT.1 IOPT.1 IOPT.1 -- / / ~' In, , \ I /~ ~ - ~ \ I pi , 1 Y C = :r:<~r:r = )\ 1/ ----------L-----------fA~--------------~1 ( I I PREWIRE U~ 1 / d:b -<>- /ATTIC ELECTRIC / ~ IF REQ'D BY CODE G :(d I 1 I \ , -------~ , ---- - -- '''' '\,~ \ ' 0 \ \ ~ GFI - G -.......... ""n , \ I W C = :r:< ,,:r:r = ) A FAN I I PREWIRE :(d U IOPT.! IOPT.1 / 0-----, 'II ~ / pi I C = :r:< '0L = ) / /' ~ FAN I I PREWIRE I / U10PT.1 ~ I I IOPT.1 \ ( \, ~--, / ~, "" rr=--:;-:-, ~-~ I I \ I' I I I 1,\ I".' '- ~ ~I /1- -I 111- -'II I Yo( I ,-" "-L ...::l~ ...J z o ~o:::ffi UWf- Oow -I==:::;!C. it::) . -coU 0::: .........w w>-I >>W \ \ \ \ 1 \ \ z \ \ o <i! 5 0::: \ "" U-IOW ii:W-I:J "- f-Z>-- "- U<(lJ...::) wo..-co -I 0:::......... W ~3: '" :-----d}-~-----: : ATTIC ELECTRIC : ~If -REo.' D_B't .GD.DE _ ; "" "" ~ ~ "@ FOR GARAGE DOOR OPENER IOPT.1 HOSE BIBB .......1,-- ....('.... COACH UGHi'--.. IOPT.1 ---- --- ---------- - / ~ o I I 1 1 1 1 1 1 1 1 - I I I 1 1 1 1 1 1 1 \~ \ I =======J============== I I I / / I / J?7~l ~: I ' n - -/ "" , Ipll C = :i;<r:r =) IOPT.1 A FAN I I PREWIRE U I IOPT.1 1 I WP GFI :.@ -- .......1J X ..cBACH LIGHT IOPT.1 ELECTRICAL PLAN SCALE 1/4 " = 1'-0" w () I- o Z w CJ <:( I- o o LL W 0::: <:( :J o U) W :::;! LL<(O::: '00:::0 W LLLL ~W"",f- O..::Z :::;!-O::) x~o:::o O::)LLU O:::OZU o.."",w<( o....::~f- <(0<(0 wO:::f-z O:::LLW <(zo:::O ow<(Cl W~I./)O f-;::zz o 0<( ::)w-w 00:::1./)"", <( Z..:: . 12l./)w<(z ~z~8:Q <(000f- t;u;0:::f-5 o~Q~::J LL "",0::: Uo.. w..:: W 00.. O:::Of-ffi<( <(-I~ -I ::)-1 .0:::-1 1./)0 <( I./) 0 ~<( 0:::-1........ w-IO :J>~zo::: <(0)<(0 (/) Q,)Q)-I (/)1U~ Q,)._ 0 Q,)UI./) ~ ~ ~ I (/)0 (/)cag: Q,)c8 - 'OJ) u:: ns'- - ..(/)5: OQ)w e"CU W ~ 00 0 :r: ~ N Z f-.I./) 3: <D ~zw <(<D..-t ~ I./)~Qo O:::N<D en . of-O o..-t~ Z ffiz<(u w~~ii 0 w<(~~ :r::r:~. i= zf-~z f-f-,.JUJ :::;) t3~~o o:::~L1.o.. ..J ZWo..-I 0 LLiz 0 w 0 I./) S I./) LL Z 0.. Ul en wzl./)COzoo .0 Z :r:::)z OWf=zo:: f-Cl<(wU;-Io:::~:) CJ LLZ..J~>L500a:l en o <( 0.. :r: W I./) 0.. a::...; I.LI f- W <i! !:: 0::: 0 <i! a:l..J C 12g0:::3('1')Zo:::ciUJ c( cow::)>-8<(::) ~ C W-lf--INOf-~X ~03~~:r:~~c(~ ~ O:::"::f-~O:::oc:: 0 8~tn8~u;tnDD Li Z 0:::0 w- f-~ U o . -I U . ::J~ w<( ~C/) N-.J ~-.J 0- NI L9s ('....W ~- ~> L()I- ~~ >-0:: o::() O~ I-N Z~ WI- >0 ~--l 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 RESPOI'<SIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 1 I 1 1 1 1 1 1 I I I 1 1 1 1 1 1 1 1 1 I 1 I ~ I ELECTRICAL RISER DIAGRAM ?~~_ _~_~_~'_ _~:e:~:-' ~~E_ _ _ _ _ _ _ _ _ _ _ _ _N~ NCI) LOZ '0 N- ~CI) > w 0::: z z o 0L!) - -0 I./) 1./)......... -L!)-.-1 GJOGJ.-1 0:::.........0:::........ o M ~~S?co <(('I')~:2: o;;to..o;;t:2: C,OOtO......... M.........M<( .-10.-10 '~ ' ~ ~:2:~:2: lLJ o z <( O::(Y') <.90 -10 OC'J wI- ~CJ) <( - zO:: zen :5 Q.. SHEET NO. 25 LAST PLOT DATE March 11, 2005 ~~ ~c=JO ~<(CO I./) W o ~ z o -I ::) co -I ~ 0::: f- :2: o I./) I./) W o ~ -I ('I') LL >< co 0 LL <( W r-- 0 LL ~N ('I')o;;t zM ('1')0 <(-I('I')M O:::LLNN ~ ~. ~ ~ I./) 0.. 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VERIFY ROOF PITCH GENERAL NOTES: ROOF PITCH VARIES PER SUBDIVISIONS (5/12 OR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. 4' OFF RIDGE j VENT ...........,.-1'11' Ii'-.... ~ IT L 4' OFF RIDGE VEN~ J 1 ~ 1~12 ..........-r~J ] I I I J I I I I I I I I I IT I ~ ['--.. /1 I I I L J L J l J I I T I I ~ 1 I I I TIT 1 I 1 IT 5.9 ../"1 I I I ] I 1 I I I I I I 1 I T I """'( II I I] I I L I I I I J L J L J I J I I 1 IT ] I~I 1 111 1 11 11 ../"1 I J I T I I I ] I ] I ] I I 1 I 1 I T I .......... I 1_ J J L L /11 I J IIJ LJ LJ lJ I] 111111 I ./ III I 11 Ill] I1I11 1111 IT 111111 11111 I ./ I 1 I 1 L J L J l J I I I I I I I J ] J I 1 j I J J I I I I / I 111111 111J LJ I I l 1111 IT IT 1111 I] I / l j l J I I I I I I I l J L J I J I I 1 I I I I I I I 4' OFF RIDGE VENT I I ~ I 111JIIIJII11111 ]1]1]rIIIIIIITI-r111 ./ I I I I I I I ] J J l J L J L J I J I IT I I 1 IT I J] I J J ./T 11 I II I I 1111 1111lJ IJ I J 11111T IT 1111 IT III ~I 1 T I I I I I L J J I I I I I J I II I I I I I ] J I J I I I I L J I I /1 IT I I I T I 1 11 I I I ] I J I I I I I J I 1 I I I I I T 11 IJ I I I j I /'(" I 1 I 1 I I I I I I I I I I i I I L J L J 1_ J I I 1 I I I I I I ITT I J ~ [, 2'-10" ~j, 2'.10" , , " ~ , , - o I C\l , , , ------ , 9 ' -8 " ~ , ~~ ~-- ~ " -'",.- , , - 1'.0" ~ ,',' C\l - - -~i'- ~ /, ~~V ~' , , 'I' - - - - STUCCO ~~N ~OOF TO RUN HALF WAY NTO ARCH o o D " ~ / "" --- / ~ L/ 1:~ 0 DO DO DO I () 0::: <( L..L.. o CL o I- ~ U o .....I en ll.. o CL o f- TEXTURED CEMENTIOUS FINISH w 5 CL L..L.. o CL o I- .----- f- '-' I o <l: W I s: o o 3: ;r L~ DO DO DO DO CQ) 5068 SGD DD - C\l I o <rl 00 I ~ C\l <rl CQ) DBL 24 SH C? CO C9 lO .... - ---" FIN. FLR. (0, = ., ' \. "" - I' ~ ,- 25 SH _' ~ FIN. FLR. - - - ~ -, - - (2) 3068 II I :/ I /1 L I 11 I .......-1 1 1 A"" I T I I I ~ I I ] I I ~ I TIT III ./1 T] I I I I I A""] I I I I T I ] I 11 IT I I 1 ./l I TIT 11 IT .---------- J I I I I 1 I T I 1 I I I I I 11 111 I] I 1 /J I J J I I I I I I 11 I ] ! J l J l JI .......-r I I I I 11 I TIT 111 I 1 I I T IT /7 I J L J ] I I T I i I i I I I 1 I J I 1 I 1 ./ '/.1 I I I I I I I I I T I r I T I 1 1 ] I I T I I I I 1 I T I I .7 1./ I 1 I I II I J L J L J L J I I I TIT]l T 1 1 ] 1J./ 1.-1' I I I I I 1 I I 1 I I I J I ] I I I 1 I 1 ] I I 1 I I 1 IT ./'1 1...11 1 J J L J l J I I I I I I I 1 I I I I I] I I T I 1./ 1 JA TIT I .J I I I I I L J L J I J I I I 1 I 1 I T I 1 I l,....- - - - - -I I '1 1/ I .YI I I I I I I I I I I I I I I I I I I I I 1 I I I I I I 7'-5" FRONT ELEVATION DETAIL II NOTE: 1'0" OVERHANG SCALE: 3/8" =1'.0" OPENING PRESSURES INT. END CD +35.8/-38.1 @ +34.2 / -36.5 CD +32.9/-35.2 @ SEE COVER @ +35.8 / -45.0 @ +34.2 / -41.7 CD +32.9/-39.2 @ SEE COVER -'1"---- ~ U o .....I en ll.. o CL o f- f- '-' I o <l: W I s: o o 3: C? C9 CO lO -" - ----' FIN. FLR. W ~ ~---- ~ U f- 0 '-' CL .....I I en 0 ll.. 0 ll.. I CL 0 s: CL 0 0 0 f- f- 0 s: C9 9 C9 ('\J ..., CO lO FIN. FLR. -- I --~------- f- '-' I o ~ I s: o o 3: D 22 SH CD TEMP. ALL BANDING, FREIZES, TRIM TO BE CUT/SCORED I I 00 _ _ _ _~ -s"H- _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - ~ - - @ 35 SH 4' OFF RIDGEl VENT 12 5.91 --~ D D ~ U o .....I en ll.. o CL o f- TEXTURED CEMENTIOUS FINISH 9 00 FIN. FLR. loJ' , @ 25 SH CD 25 SH ,- CD 10068 SG D FREAR ELEvATrON fH\ 16' X 7' 32 PANEL ~ OVERHEAD DOOR NOTE: 1'0" OVERHANG SCALE: 1/4" =1'-0" 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 2283 TOTAL 548 SQ. INCHES OF 6 TOTAL VENTS S.F VENTILATION REQUIRED REQUIRED r L I J I J I ----I' ] I I T If 11 J 1 I 1 111 II ] I I I I T I I I 4' OFF RIDGE VENT I I I I I J II ] J I -r I -r J I 1 I I I 1 L I J J I I I I I I I 1 fT I I I I T I 1 lJ J T 11 11 J J I I] I I 1 I I I I I I ] ]] r J L I I L I I J - ~.- W f- <l: .....I CL Z >- ~ f- Z W ll.. o CL o f- I NOTE: ALL TRIM / BANDING TO BE CUT / SCORED FINISH ~ U o .....I en ll.. o CL o f- C9 I C? CO ~ FIN. FLR _:.'':l~_ , 1 I TIT I 4' OFF RJQQ.E VENT I I 1 I I l J I J 1 I TIT I I I I I I I I J 1 If] 1 I I I I L J I J 1 I 1 I T I I I I I I I I J 1 I I 1 I I I I L J J 1 I 1 I T I I I I LEFT ELEvATrON " 4' OFF IlIDC[ r--- VENT NOTE: 1'0" OVERHANG I ~ 1:::: j SCALE: 1/4" =1'-0" I'JN I ~ II1I ~ ~ 11 L I ] L I J ~~ 15.9 I I I I I ............... 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TO MASONRY ') / / L / r/ A L r C02 C02 L g: ~ r ~ r..: ro ~ ~ C02 COl i'iULLJII ~ DOl DOl (2K, /~~ / ~ ---- ... , ~t)/ COl COl 002 I I ~ N '<:t "..., ....:, "..., N 3 @ 3'-2" 9-8-0 J ENTRY SPAN 7'-8" 12'-4" TRUSS LAYOUT II SCALE: 1/4" = 1'-0" [!] o ~ (,0 U") SEE SHEET S-7 FOR NOTES I mid-state truss CO., inc. HANGER SCHEDULE ~ l-PL Y TRUSS = SIMPSON HUS-26 ~ 2-PL Y TRUSS = SIMPSON HGUS210-2 8 3-PL Y TRUSS = SIMPSON HGUS210-3 ;).. VAULTED - OR - SKEWED TRUSS 6 SIMPSON LSSU210-2 UPLIFT VALUES & CONNECTORS ZONE o MWFRS r2J COMPo & L:J CLAD Q] MWFRS [!] MWFRS ~ ~ [2J UPLIFT CONN. < 14901BS. @ < 14901BS. @ ------------ j'...~--------- (19.;t\ 'tV U") > > ....., ....., < 1174IBS. SEE 15/S-7 < 4501BS. @ TRUSS LAYOUT II SCALE: 1/4" =1'-0" 3125 Reynolds Rd., P.O. Box 1606 Eaton Park, Florida 33840 813-665-1309/ 1-800-940-8787 o o o UPL MARK ll.J U ~ o z w (!J <:( ~ o o LL ll.J 0::: <:( ::J 0' (f) W ~ l.L.ct:0:: '00::0 W LLLL ~W"",f- O""Z ~-O:::l ><~o::o O:::ll.L.u o::ozU Q..."",wct: Q...",,~,-- ct:oct:o wO::f-z O::l.L.w ct:zo::o owct:o W~(/)o f-ct:zz of-oct: :::lW-w Oo::(/)~ (/) ct: Z . W(/)wct:z t:lZ~8:Q ct:000f- 5u;0::f-() o~o~::J l.L. Ci::uQ... w~woQ... o::Bf-ffict: ct:...J~ ...J :::l...J .O::...J 0' ct: (/) 0 <l:~ (/)O::...J'- ...Jw...Jo ...J>~zo:: ct:0::>ct:0 (/) (1)Q,)...J (J)1\;~ ~'U ~ ~ ~ ~ I (/)0 (J)cui5: (1)c8 - 'OJ) 0:: (\1-- - ..(/)~ OQ,)w e'CU W t:l 0 I ;,:: CXl f-.(/) ~ ~ Z t:lZw ct:lJ)~ ~ (/) ~ Q 0 0:: N lJ) en . of-O OM~ Z ffizct:u w~:7:ii 0 wct:~t:l II~. i= ~tn~z f-f-....LIJ ::J t:l 0:: U B 0:: LL L&. a.. -oJ zwg:...J oOLLiz 0 w 0 (/) S (/) l.L. Z a.. LIJ CI) WZ(/)roZOO .0 Z I:::lzwOWf=ZO:: f-0ct:Iu;<i!0::3:;:) ~ l.L.z....Jf->WOoCO c:;; Oct:Q...IW(/)Q...o::.... 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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. 535 320 FASTENERS 9 - 10d x 11 2" 9 - 10d x 11 2" 10 - 8d 8 - 8d 7 - 10d x 11 2" 12 - 10d x 11 2" 16 - 8d x 11 2" 24 - 16d 32 - 16d SINKERS 5 8" DIA. BOLTS 3 4" DIA. BOLTS 7 8" DIA. BOLTS 1245 535 605 520 HTW20 SPT22 SPT24 FASTENERS 13. 10d x 11 2" 13 - 10d x 1 1 2" 10 - 8d X 11 2" 8 - 8d X 1 1 2" 10 - 10d X 11 2" ~C/) C\I--.J ~--.J 0- NI ~S f'-.W ~- ~> LOI- ~~ >-0:: o::() O~ I-C\I Z~ WI- >0 ~--.J 1030 945 B-8d X 11 2"& 8-10d 4685 4029 24 - 16d 5370 4618 32 - 16d 3435 2954 2 - 5 8" DIA. BOLTS 4180 3594 2 - 3 4" DIA, BOLTS 6655 5779 3 - 3 4" DIA, BOLTS 510/740 440/695 8 - 10d 1875 3040 1580 2365 2330 3965 2015 3430 1195 905 14-10d 1195 905 14-10d 905 14-10d SIMPSON "SET" EPOXY 1945 30 - 10d 6280 B-l0d 5" EMBED. (2) 5/8" DIA BOLTS 24-10d X 11/2" 8 -10d 10 - 10d 1530 715 895 1315 C'J(/) Lriz '0 C'J- --1(/) > w 0:: z ZU") Q Qo (/) (/),- -1.O-M >0>"..., w,-w,- 0::00::('f) UMu...... f-'-f-U-l ct:('f)ct:~ '<:tQ...<;j"~ (,00(,0,- ('f)'-('f)ct: MOMO , ~ ' ~ ~~~~ l1J o z <( 0::: (V) <DO -.JO ON wI- ~CJ) <r:- zO::: zm <r: .....J 0.. SHEET NO. 25 LAST PLOT DATE March 11, 2005 ~1lI ~=:JO ~<(CO (/) W o o z o ...J :::l co ...J <i: 0:: f- ~ o (/) (/) W o U ...J('f) 0::>< roo LLct: w~ OLL t:l N ('f) '<:t Z ('f) ('f)0 ct: ...J ("l") ('f) 0:: l.L. c;< c;< o . 00 '~COCO (/) Q... C9 Of U")O ~~ '<:tQ... 00 0) ct: '<:t '<:t z o ~ .....: f- E o (/) (/) ..Q('f) 0 COON (l)~"..., ~~C;<...J ctI...J'<:tct:f- O.....l.L.MO::ct: CO:::lu 'ror-:-f--(,O (/)-"OU~~ w.. a. '<:t :::l f- v. MO o::o::.f- U")o.If-WOct: mct:Q...(/)uz 0 U") o o N "..., rl .c u ..... ctI ~ o o \0 W ~ - 0 ~ ~ z ..... 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FIN~I~HGRADE ...... ... D :#')" d . '-~..":..~ i b 1 SEE SCHEDULE FOR REINF. J 1 \ EXTERIOR BEARING , S 1 ' STEM WALL FTG. - 1-STORY - SCALE: N.T.S. - FRONT WALl.: OF GARAGE (PROVIDE 11/2" X 16" 1/2" EXP. JT. SLOPED RECESS AT , GARAGE DOOR ALIGN DRIVE W/ \ ~ ' BOTTOM OF I I RECESS & PITCH :: GARAGE I FI:'-J. FL. DRIVE I I. . . . ,.,..'. ,. 't' <,.~ L~7---""'---""". .." ".. , ".. " .'1 ,. '~,.7 ............ , '":. '. .' , '~~~ ,f "'-W.W.M. J .:.. "---- #5 REBAR 3,5" CONC. DRIVE ~ w/CONT, JOINTS .: .. 10' a.c. TYP. ~. l: ..;,<: ..;.. J E .,.~' ..~.o,.' J J b t I 9 \ FOOTING @ GAR. DOOR \ 5-1 J STEM WALL FTG. SCALE: N,T.S. 1- STORY PROVIDE 1 1/2" X 8" RECESS AT S.G.D. LOCATION 0'-0" FIN, FL, ~--~...-_.:....-_.:.~_.. ,. ,. ,. ~), /....." , .. ~... . ,:,... . .,,, . . ;'::t:,' #5 REBAR ... 1/2" EXP I()II\J"J ..... . -~.... '. . ww\ ". ~~ ,. . ':" ,. .': d ,. ,,~ .... 't ~ ~:,'~.; :, SEE SCHEDU ....... I b I FOR REINF. J- .,r (15\ S.G.D. SILL DETAIL ~\ S--11) STEM WALL FTG. SCALE: N.T.S. ~ 1-STORY #5 REBAR MAT SEE FND. PLAN FOR SPECS #5 REBAR CONT. @ SLAB LEVEL - W lJ..~C:: .0 a:: 0 w lJ..lJ.. f-w '- <Co~z W ~-O::::l ><~a::o () O::::llJ..u I- a::OZU o..."",w<C O o..."",~,- <Co<co Z wa::f-z a::lJ..w W <Czo:::o '1"'1 ow<CO \.".J w~C/)o <1::1- f-~ZZ o 0<C O :Jw-w oa::C/)"", <cZ"'" o ~C/)w<cz LL c.:Jz~EEo W ~QoOf= 0C/)a::f-<3 0:: O~O~:::J <1:: lJ.."",n::uo... W""'wOo... ::J O:::[)f-ffi<C a <C-lz -J ::::l-J-.O:::-J (J) OC/) <C C/) 0 ~<C a::-J........ -Jw-Jo -l>:;5za:: <CO::> <cO #5 REBAR CONT.~ @ SLAB LEVEL SEE FND. PLAN FOR STEP DOWN REINF. HGT, (TYP 3 1/2") rSEE PLAN PORCH F.F. t..... ;..,:~..u____ ,.---------_......,.........: '(.,~:.: .~.,~,: .... .. ".. ",.~." :, ".."":~ " , ~~ :-' , "," ,;"" SCALE: N.T.S. 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"'. _.l..-......, 1~....)o_' '~'-.,~ =---:~----~ ---I' ' 1.4" ,(-; . , ^. ~-""-'~-:-;~':-'r,,~; : - "'1" ......' MUDDED FLR. .... ..... SLOPE TO DRAIN "tl+I<'~ .. ~WWM ( b { (2) #5 CONT. r13\SECTION @ SHOWER \S <_1)STEM 'vV,\LL FTG. SCALE: N.T.S. ~ 1-STORY --- i 12 ,STEP DOWN NON BRG. , S-1 J SCALE: N.T.S. SCALE: :'-J.T.S, - #5 DOWEL(S) FOR ~ MAS. COLUMN / (PER PLAN) rREINF. SEE PLAN GRADE ~ _ _ -L- _ _ .=- '["^( :r1:~ifl,"!. ,'..------ ~:~'"..7.... ., : Z .,,.~...~:; "#'f'."~ ~ ~ ::~'~I'. ,.... .., ~ ,..- ".. . ............. I VARIES I' 15" MIN. .r (SEE PLAN).r HOOK " " f' '::----#5 CONT REINF. \ r- SEE FND. FOR '\k. QUANTITY ......... ~ #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP, U.N.O, /2 #5 BENT BARS W/ \~ MIN, 25" LAP SPLICE 1 ":;." V~::;. ::,..";. ,.:'..;. ,.:'..;' :.:;. ::~b~EE PLAN MIN.8"OR~ ,.;. "...'~.'....~"....~"....~' ....~~~ TYP SEC 161' MAX STEP ....:.; ..~....: .,.~.,~....: ..'~.,~",~~ .,...,~....~ ....:.... .,..:....~ J .. '~::I> .,.~::..: ...~::..: I I . . . '., "'" .' ~ ~., ~"".. . .....~;.' ~'.:~;.:~/~;.:~ 2 #5 CONT, SEETYP..1. . '. '. ':"":"'. SEe A~~" ...,...~~., """'~~" """'I>.~" ...,...~~.. "::1>.: . I:" :..:;-: :'.~~~:'.':)' 2 #5 CONT. WW.M. PLACED IN- UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. r-l/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN / :,:; ",,-" I>l;J ~""',;S~"" I>'~ ..,'.. .,;J ~'''',;J .:'f W.-J I" ,. ,. ,. I. I. ~'I V)CL (36\ CONTROL JOINT DETAIL , S- V SCALE:3/4"=1'-0" - ~(J) N--1 ~--1 0- NI ~S f'-W ~- ~> L!)I- ~~ >-0:: 0::0 O~ I-N Z~ WI- >0 ~--1 _ TYP. CORNER BAR I 35 ,PLAN DETAIL 'S-1 SCALE:3/4"=1'-0" - SCALE: N.T.S. - I 34\TYP. STEP Ff~. DETAIL \ S- V SCALE:3j4"=1'-0" - O'l o (Y') , ~ ~ OJ ~ ...: 0;> ~ f- r-- F OC/)~ g '<;j"ffis~ 8 ~ lJ..W~l\ N .2 M l1) ;<~ ...., enON Z ...., ~~c::JWo ..c eM ,-Jw ro-J'<;j"<Cf- OlJ..@~<C...., "f-Uc.o crjror--UU:"", -6.. ~ ::::l f= O'l w ~8.Ig:ffio ~ O'l <C 0... 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'II A .." ..I ~ - ;::.~O;::.., - 4.. . "'.." ,",f--- -.... ' ..I' '.. ' i" r---- ... . ..... .. - ,,:~:' '':.: I--r--CV1e - .:4'114..1 :".:",,'..1 ,'I---- - ...... . '.. ~ . I---- 'II.,....', """'" ..J < ::J ... U < ro "- "' ~ o i<- MATERIALS 1. f'c precast lintels = 3500 psi. 2. f'c prestressed lintels = 6000 psi, 3. grouted per ASTM C476 f'g = 3000 psi w/ maximum 3/8" aggregate and 8" to 11" slump. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 5. Rebar per ASTM A615 Grade 60. 6. Prestressing strand per ASTM A416 grade 270 low relaxation. 7.7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. GENERAL INSTALLATION NOTES ROeT 1 Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel rT'ust comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accomrT'odate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection. except Intels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to ',he bottom steel for mechanical anchorage. 8. Cast.ln-place concre',e may be provided in compos:te lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County. Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed In extenor concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneous'y with verltcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine ioading with the following equation: Appled vertical load Applied horizontal load + Safe vertical load SAFE LOAD TABLE NOTES Safe horizontal load < 1.0 1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled lintels must be reduced by 20% If bea'ing length Is less than 6-1/2". Sa~e loads for all recessed linteis based on 8" nominal bearing. 2 N.R. = Not Rated. 3. \afe loodl are lotalluperimpased allowable load on the section specified. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. 6dditionol lateral load copo<ity con be obtained by the designer by providing addional reinforced masonry above the precast lintel. 6. One #7 rebar may be substituted for two #5 rebars In 8" lintelS only. 7. The desgner may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d-away from the face of support. 8. For composite lintel heights not shown, use safe load from next lower height. 9. For lintel leng',hs not shown. use safe load from the next longest length shown. 10. All safe loads in units of poundS per linear foot. 11. All safe loads based on simply support spar'!. 12. The number in the paren',hesis indicates the pe'cent reduction for grade 40 fieid added rebar. Exampie: 7 '-6" lintel Type 8f32-1B safe gravity load = 6472 (15) w/15% reduction = > 6472 (.85) = 5501 plf SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS ~~~ ____ TYPE LENGTH ____ 2'.10" (34") PRECAST 3'-6" (42") PRECAST 4'-0" (48") PRECAST 4'-6' (54") PRECAST 5'-4" (64") PRECAST 5'-10" (70") PRECAST 6'-6" (78") PRECAST 7'-6' (90") PRECAST 9'-4" (112")PRECAST 10'-6" (126") PRECAST 11'-4" (136") PRECAST 12'-0" (144") PRECAST 13'-4" (160") PRECAST 14'-0" (168") PRECAST 14'-8" (176") PRESTRESSED 15'-4" (184") PRESTRESSED N.R. 17'-4" (208") PRESTRESSED 19'-4" (232") PRESTRESSED 21'-4" (256") PRESTRESSED 22'-0" (264") PRESTRESSED 24'-0" (288") PRESTRESSED ~~~ _____ TYPF: 8F8-lT LENGTH ~ 8F8-2T 2'.10' (34") PRECAST 197') 1972 3'-6" (42") PRECAST 1569 1569 4'-0" (48") PRECAST 1363 1363 4'-6" (54") PRECAST 1207 1207 1016 1016 909 929 6'-6' (78") PRECAST 835 (12 835 7'-6" (90") PRECAST 727 (23 727 591 591 530 530 474 494 470 (9) 470 13'-4" (160") PRECAST 418 (15 428 14'-0' (168") PRECAST 384 (15 410 14'-8' (176") PRESTRESSED 239 246 15' 4' (184") PRESTRESSED 224 230 17'-4" (208") PRES:-RESSED 187 192 19'4" (232") PRESTRESSED 162 166 21' 4' (256") PRESnESSED 142 142 220" (264") PRESTRESSED 137 137 24'0' (288") PRESTRESSED 124 124 5'4" (64") PRECAST 5'.10" (70") PRECAST 9'-4" (112") PRECAST 10-6" (126") PRECAST 11'-4' (136") PRECAST 12'-0" (144") PRECAST ~~~ ~ 8RU6 4'-4" (52") PRECAST 1635 4'-6" (54") PRECAST 1494 5'-8" (68") PRECAST 866 5'-10" (70") PRECAST 810 6'-8" (80") PRECAST 797 7'-6' (90") PRECAST 669 9'-8" (116"}PRECAST 411 8" PRECAST & PRESTRESSED U-LlNTELS 8U8 8F8-0B 8F8-18 2231 ::\Of;Cl ::\069 2231 ::\Of>Cl 3069 1966 ?561 2693 1599 1969 2189 1217 1349 1663 1062 1105 1451 1238 1238 1011 1011 699 752 535 643 582 582 540 540 471 471 424 442 NR 458 NR 412 NR 300 NR 235 NR 180 NR 165 NR 129 8F12-0B 8F12.1B 4605 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 NR 783 NR 710 NR 548 NR 420 NR 340 '<R 315 NR 250 GRAVITY 8F16-0B 8F20-0B 8F16-1B 8F2D-1B 6113 7547 6113 7547 5163 6607 6113 7547 3820 4890 6113 7"-47 2931 3753 6113 7547(7) 1999 2560 5365 7547(36) 1631 2090 4360 7168 (45) 3480 3031 3480 5381 2632 ')')1"\1:; ,)1:;&;1 "'-QQQ 1R?'i ')1:;&;,1 1Q,1"'- ')1:;&;,1 1"",7 ')I"\Q",- 11:;'<'< ?I"\Q,< ""'''' ",-,,, '"'''' 1Q4&; ,~o;A '''". ,')I;A ,,,,,_ 1Ino; 'A~" '''70; 1A~" ,"n~ ,.,~" ,()()? '''?" "', NR '''7n 1 an? NR JC> 1 ?'iO I r:n fJC> JC> q,,-O ,,,?I:; fJC> JC> 7"-0 '''''7 fJC> NR 'iqR ><41; "c> JC> "-'iO 7"4 '<R NR 4"-0 "1;4 UPLIFT 8F2D-lT 8F2lJ-2T "-747 "-747 4569 4569 3966 3966 3508 3508 2949 2949 2694 2694 2419 2419 2102 (11 2102 1471 (15 1705 1185 (15 1526 1034 (15 1422 936 (14 1349 783 (14 1145 723 (14 1050 671 (13 968 626 (13 897 520 (12) 732 446 (11 616 393 11 531 378 (11 508 341 (10 450 8" PRECAST & PRESTRESSED U-LlNTELS 8RF6-08 8RF6-1B 1749 1891 1596 1756 920 1167 859 1113 901 901 755 755 466 526 8RF10-0B 8RF10-1B 3355 3699 3063 3699 1770 2481 1653 2342 1825 1825 1490 1490 999 999 8F24-lT 8F24.21 70.,4 70::\4 55Cl1 5591 485::\ 4853 4292 4292 3607 3607 3295 3295 2959 2959 2571 (10 2571 1811 (15 2084 1458 (15 1865 1272 (15 1738 1151 (15 1649 962 (14 1444 887 (14 1434 (8) 823 (13 1324 (8) 767 (13 1224 (8) 637 (12 993 (8) 546 (12 831 (8) 480 (11 713 (7) 461 (10 681 (7) 416 (10 600 (7) GRAVITY 8F24-0B 8F24-1B 8974 8974 R054 8974 59f>1 8974 4576 8672 3123 7342 (19) 2549 6036 (19) 3707 8360 2698 5681 3486 3486 2777 2781 2423 2423 2193 2193 1838 1838 1697 1697 NR 2245 NR 2058 NR 1609 NR 1282 '<R 1114 '<R 1047 NR 884 8F28-0B 8F28-1B 10394 10::lCl4 Cl"i02 10394 70::\4 10394 5400 10294 3686 8733 (19) 3009 7181 (19) 4383 10394 (37) 3191 8467 (44) 2818 4 705 (37) 2163 3643 (38) 3127 3127 2805 2805 2316 2316 2127 2127 NR 2517 NR 2320 NR 1849 NR 1515 NR 1359 NR 1285 NR 1092 8F32-0B 8F32.1B 11809 11809 10951 11809 8107 11809 6224 11809 4249 10127 (19) 3470 8328(20) 5061 8825 (14) 3685 6472 (15) 3302 6390(47) 2536 4754 (45) 4006 4006 3552 3552 2883 2883 2630 2630 NR 2712 NR 2513 NR 2047 NR 1716 NR 1468 ~R 1399 '<R 1222 LATERAL 8F28-lT 8F28-2T P,,?1 P,,?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 114 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 (13 491 110 756 (12 8F32-lT 8F32-2T qf>OR qf>OR 76:~6 7636 6627 6627 5861 .'iRFi1 4924 4924 4498 4498 4038 4038 3508 (9) 424 534 357 3508 2494 (15 326 512 227 2842 2007 (15 284 401 178 2544 1749 (15 260 452 152 2369 1582 (15 244 402 135 2247 1321 (14) 217 324 109 1993 1218 1954 1129 1874 1052 1801 872 1470 746 1225 654 1046 629 (11) N R 1~6 39 997 (13 . .. - 566 (10) 33 875 (13 N.R. 91 8" PRECAST W/ 2" RECESS DOOR U-LlNTELS (14) 205 (7) (14 (11) N.R. (13) ~.R. (14) (12) N.R. (14) (12) (14 N.R. (11 (13 N.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-lT l'lR"11l-1 RR"14-1T 8RFl8-lT 8RF22.lT 8RF26-lT 8RF30-lT LENGTH _______ 8RF6-2T RR"1 o-nl Or>C1 ..,T 8RF18-2T 8RF22.2T 8RF26-2T 8RF30-2T 4'-4' (52") PRECAST 905 174R 2635 3522 4409 5296 6183 905 174R 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1 Fi7" 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 5074 5924 5'~8" (68") PRECAST 675 1::\01 1960 L618 3277 3935 4594 675 1::\01 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1 ?R? 1900 2538 3176 3815 4453 655 1 ?&;') 1900 2538 3176 3815 4453 6'-8' (80") PRECAST 570 101') 1651 2204 2758 3312 3865 570 1 n07 1651 2204 2758 3312 3865 7'-6" (90") PRECAST 506 7Q7 1462(8) 1952 (7) 2442 (6) 2931 (6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 931(12) 1301 (15 1640 (15 1980 (15 2322 (16) 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCE:-.JT REDUCTIO~S FOR GR40 FIELD ADDED REBAR. SEE ~OTE NO.4 908 743 554 475 362 337 296 279 N.R. N.R. N.R. N.R. NR. NR 8F12.lT 8Fl6-lT 8F12-2T 8F16.2T ::\1 B 4460 3173 L!4!;O 2524 3547 2524 ::\547 2192 ::\07Cl 2192 307Cl 1940 2724 lCl4n ?724 1632 2290 1632 2290 1492 2093 1492 2093 1340 1880 1340 1880 1021 1634 (12) 1166 1634 680 1133 (15 851 1326 552 914 (15 686 1183 485 798 (15 599 1028 441 723 (14 543 928 373 606 (14 455 770 346 559 (14 420 709 323 519 (13) 390 655 302 485 (13 364 609 255 404 (12) 303 500 222 347 (11) 261 424 198 306 (11 230 369 192 295 (10 221 354 175 267 (10 200 316 8RF14-0B 8RF14-18 3280 5206 2992 5206 1716 4567 1600 4242 3120 3120 2459 2459 1568 1568 8RF18-0B 8RF18-18 4349 6639 3968 6639 2277 6389 2124 6639 (101 5048 5048 3776 3776 2253 2253 8" PRECAST W/2" RECESS DOOR U-LlNTELS 8RF22-0B 8RF22.1B 5421 8060 4946 8060 2839 8060 (34) 2649 8060 (39) 7747 7915 5743 5743 3129 3129 LATERAL 8U8 8F8 REINF. CMU 1293 642 2135 1025 1024 1830 765 763 1365 592 591 1057 411 411 734 340 339 607 507 721 483 293 98 284 89 259 82 194 63 148 51 125 42 8RF30-0B 8RF30-1B 7567 10893 6904 10893 3966 9311 (19) 3700 8706 (19) 7360 10893(32 5623 10893 (48) 3146 5891(47) 8RU6 8RF6 REINF. CMU' 758 757 1365 694 693 1249 408 407 734 382 381 687 595 788 510 509 674 393 370 490 227 TYP. TIE BEAM W/3000 P.S.I. r CONC. W/l #5 REBAR CONT. I r USP SPT4 W/(6) -10d X 11/2 l'. 'J' . ... ..-. ..... , I .. , ..... . .;:; :; ;: =; ~ ~ ;:;: - ':I' .., " ...... , I .. , ....' . ... .., .., .... . STANDARD HOOKS W/25" MIN. SPLICE ~ I -. '. , TYP. FILLED CELL W/3000 P.S.I. CONC. W/l #5 REBAR VERT. SPliCES 2.5" MIN. LAP (AC I 530 ) STD. 90 HOOK ~SEE FOOTiNG_.DETAiL TYP, MONO. i- rG. J SEE FOUNDAT:O~~ PLAN J FOR [_OCArONS . . , II I -. . .... ... INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL TYP. BOND BEAM 8" X 8" X J.6" K.O. LINTEL BLOCK FILL W/3000 r.s.l. CONC. W/l #5 D!A. REBAR Mi.N. LAP 25;' (ACI 530) STD, 90 DEGREE ANGLE 30DO P.S.I. CONC. WIl #5 D!A. REBAR MIN. LAP 25" (ACI 530) INDICATES FILLED CELL FROM FTG. TO BEAM WITH 1 #5 BAR MIN. LAP 25;' (ACI 530) I I 8" X 8" X .16" C.M.U. I~';, ;, I I -. '.. I I TYP. DOWEL 25" MI~J. LAP (/\CI 530) I: . Ir: . 8" C.M.U. ~i ''''.. "'., "'., .... ....' ...... "'., "'" "'., "'., "',. "'" ...... ,..... "', .'.... "',. ,..... .....i .. .. ,," 1>, 'I J," 1>.. 'I ,," '".. .."~.. "II J1" .... 'lI J1' II.. "lI .l '" to... "II i 'I ", .. .J' ", l l ".. ,. 1." ".. " A'I 10.. .. J" 10... ' ,,'I ,,~ ' J 'I Il.~ 'l: J"lI .... 'I ,,'9 1>... 'I .I. 't 1>.. 'I J, . .. !l., . '.. 11., . . ..... c:::::::;:;... . ., l>.. . '.. 1>.. . ''''.. . '.. "', . '.. to... -"'C=::;:: , . '.. to" ' ....... . <.. to... . 0..".. ' '''''" C:::::::; .. . '.. k.". . '.. lI.,. . '.. lI.... . .. to ,~ 'f to . l '\. "... .,. 't " ." "I '" . , " to , , ~ to ," ~ , , '" ~ .. ... ~ ... ... , .. . "I ,. ... ... t ~ ... t " . "I , ,. ~.. .. to ,.. \",. f" .. , .,. \" .. .,. ~ I '. . ..... " 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 t: Ir~.. : I I '. ',.. : 11.: IF.. .. . ......' ,....... . ........ . '.. :: A." .':.' A.' ::.'11 J: .": .'. ~ .. ....' , . '. . . ;~ . "", . ..... . .."... . ...... . .. J' '.. .. ..I" '.. ' J" '.. ., J" .... ' .. ' ...." . .''''1' '..... . .,.... - FRAME (EXT./BRG./SHEAR) WALL , TO MASONRY CONNECTION DETAIL I I , 3 S-2 SCALE: N.T.S. - ===;>= ,0 ;JIIO . (~:... NON.SHEARWALL SEGMENT . " LINTEL BEAM: 0:'; 1 COURSE LINTEL ';') BLOCK W/ 1 # 5 BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) , , . ,., . .1111111111111111111.1 TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. CONC. SLAB OVER 6 MIL V.B. OVER CLEAN COMPACT. TERMITE TREATED EARTH FILL REINFORCED WITH 6x6 Wl.4XW1,~ WWF \ FILLED CELL: FILL BLK, CELLS WITH 3000 P.S.I. jGROUT Or\E #5 @ LOCATIONS SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN. MIN. LAP 25" (ACI 530) TOP_OF SLA_B--$ ... -- .....,;.'\.,.;..... , ..~:~~ ... .--'t", .. " II. NOTE: SECTION BETWEEN DOWN RODS ARE CONSIDERED SHEARWALLS UNLESS OPENINGS ARE BETWEEN THEM. , \ - 2 TYP. SHEARWALL SECTION S-2 I SCALE: N,T.S, - pr~ECAST "U" LINTEL W/ 1#5 CONT. I~~ 3000 [-'SI CONC. @ OPNGS, 6'0;' & OVER. PRECAST "U" LINTEL ALL OPEi'i!i'-;GS u~mER 6'.0';. HURRICANE ANCHOHS~ (TYP.) , ~ F:;.::- )L:~..~',~.:L:~:~ :~:4 .~.~. .~ I ~ ~, 'T,. ~;F ~ '''J ~ t ~.J ~ , l.. .. ':. I . ':. ' . ':. . . ':. ' . .,'. . .' . " :10....' J. ",. 'l'..i "... 't..i lo.... 'l'..j ....."..i lo...." 4 .. ~ _....:.....-._.~.- ~ -" ~ 10" ~HOOK~ '1 .~ ~ :..':~' :..,U..;;. '--'~:i.' .'~ ....:- ~.: ~.~..;.., ~.:... ~ .. . ."',. " , ."~ '..' "..... " ~. ~. .. 't .' .." ~ ~':: : ~ , , ~5 I I II lI., ll.... " I 11., :10., " " , , I I . ',', -1_' . ':,T, ';1 ., .. ., ,~ : I ~: " h ':, REBAR BOTH SIDES FOe':, .. . .': ':, OPENINGS 6'-0" OR MOR~, ., h ':. I I I .... ~ ..... '. , I I I I ~ I g I I I ~~. lI.,." ". ~.. . t . - " I I I .. .', "', " .. "... 11.... <; .... '.. ", .. ~ I L: _. ' f:1 "", I I t, " r .. I '. I I I ll.,.... ll... '.. I .... "'..: '.. "" " I I I ~ ~~ '. , . , ..... "I; ~ t: '. ' f.. ,..... " ~, "... I I I '. '.. I k.. "', '. I h ., I I II 1.:- r~.. : g I k... .., , >. I I II .' I 10" ll... , ,. " '. - '. , (1\ BLOCK WALL/REINFORCEMENT ~S- 2 J SCALE: N,T,S. ~ J -" @ @ 'T '/ '/ '/ / -' CD 'T '/ / '/ / '/ '/ '/ '/ '/ / '/ '/ '/ / '/ '/ '/ '/ '/ '/ '/ '/ / '/ '/ / '/ '/ '/ / '/ '/ '/ '/ '/ / '/ '/ / '/ '/ '/ '/ / '/ '/ / '/ / '/ / '/ '/ '/ / '/ '/ '/ '/ '/ V V V / / /l MIN.@ #5 REINF. ~ BAR 1> .(,> "'<9.. ~ r~,.x~o,~x&'l #5 STD. 900 HOOK SCALE:1"=1'-0" 20" MIN. LAP l' l' L#3 OR #4 REINFbRCING BAR #3 & #4 LAP SPLICE 25" MIN. LAP ~~_w ~ 11I'O'O 1II'O'O'9W<~' '-#'5 REINFORCING BAR #5 LAP SPLICE 36" MIN. LAP 1'" l' ....'-l~~:~~~~~~~~~~;~~~~l~~~KS ~r' #6 LAP SPLICE - I 5"'\ REBAR SPLICE DETAIL , S-2 I SCALE: N,T.S. I 1/ / / /1 r////////..l ::::><::: V/////// '/ '/ '/ '/ '/ '/ '/ '/ '/ '/ '/ / '/ '/ / '/ '/ '/ '/ '/ '/ '/ / '/ '/ '/ '/ L ~ CD CD 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. / /J / / / '/ / '/ '/ '/ '/ '/ '/ '/ / '/ '/ / '/ '/ '/ / / '/ 1/// NOTE: CELL MUST BE GROUTED - SOLID AT BEAM CONN. CD CD CD MIN.@ CD CD CD w () f- a z w o ;:: o o LL W n:: <( ::) a if) w ~ LL.-:X:O::: '00:::0 W LL.LL. ~W"",f- O..:::Z ~-O::::) x~O:::O 0::::)LL.() O:::OZ() Cl.."",w-:X: Cl..":::~f- -:X:O-:X:O wO:::f-z O:::LL.w -:x: Z 0:::0 ow-:X:o W~(/)o f-;::zz o o-:x: ::::)w-w oO:::(/)"'" <( z..::: . 12(/)w<(z t::lZ~a:Q ;::QOo~ o(/)O:::f-() 0~0~:::::i LL."",o::()Cl.. w..:::wOCl.. o:::of-ffi-:X: -:x:.....J~ .....J ::::).....J _ 0::: .....J o(/) <( (/) 0 -:x:~ O:::.....J........ .....Jw.....Jo .....J>~zO::: -:x: 0;;:. <(0 "-/ / I ::::::>< r / / / LINTEL PLAN N.T.S. ~~.....J enlU~iQ Q)._ 0 w Q)UU;z ~~~~ I tJ) 0 ~ en ca if ~ Q) c 63 0 - '0.0 u:: .....J ~.- - ::::) a..tJ)~DJ OQ)w e"'C() ~~ ~)~G) *il' c::=:JO <(CO .....J <i: 0::: f- ~ - ~ /' (/) W o () ~~ ~~ t::lN M<;t zM MO fV'~' W <(.....J MM O:::LL. NN o - 00 ~ CiJ (/). ~ 00 00 Cl.. 00 00 ~ iJ)0 r-:..r-.:. <;tCl.. 00 ~ 0) <( <;t <;t ~ w t::l IX) 0 I ~ ('II Z f-. (/) 3: CD - t::lZw -:X:CDM (/)~Qo O:::NCD en . of-O OM~ Z ffiz<(() w~~Li 0 w<(~t::l II~. j:: zf-!:!::z f-f-...ILU ::) (3 iQ () 0 0::: LL. Ll. Q. ..J zWW.....J 00.. 0 wo8:;S(/)LL.z~~ tn WZ(/)DJZOO .Q Z I ::::) Z w Q ::J i= Z ~ ,ft f-0<CI(/)-:x:0:::3:J ...., LL.z...Jf->WOoc:3 v; O<(Cl..IW(/)o..~..; LIJ tnw<i!t::O:::o<i!c:3.... c w2$O:::3:MZO:::ciLU .., DJw::::) O-:X:::::) <C ..... w.....Jf->-OOf-....x: C I>()~Nw()~O 0: f-O~~~t5~~:e 0 8~tn8~u;tnDD ii 7 '/ '/ '/ ...L. 7 '/ '/ '/ '/ / / '/ '/ '/ .L. V ~ 7 '/ '/ '/ '/ / '/ '/ '/ '/ / '/ '/ '/ / '/ '/ .; . PER PLAN OR SEE ELEVATION 'r'iC/) N-I 'r'i-.J 0- NI LQs f'-W 'r'i- 'r'i> 1.01- 'r'i~ >-0:: o::() O'r'i I-N Z'r'i WI- >0 ~-I .. ;,..... .. ,"I ';'~':':;j: . ..... . ,,~.. '.. ' . _~ b~ -. ....5 REBAR AT BOr-OM . . OCLi\TELCAV'.1Y \ BoroM 'lEI~FORCi~G 7'o/B"ACTLAL IT- PROVDED ~ L~EL B" ~OV1I\AL WIDTH (VARIES) ,'" . .... <:: " ~ or .... ~" ~ J. "I ~ 'l> , . .... 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S-2 25 LAST PLOT DATE March 11, 2005 (J') o (Y) N o Z 00 Q c..: D? ~ f- r-- N E ~iQ~ :B ~ ><~ 0 <JJ l1:~ N ~~~'~~~. ~- ~ ~ ~~ ~ Co ... .....J rl 0::: r- "'" o LL. 00::::) ..::: "f-() . C1l r-- - (/)-'!:O()!:!::O) .. rl g. <;t Ei 5:: . ~ iJ)Q.If-WO-:X: O)-:X:o..(/)()Z 0 "'- o o lJ) W I- ::J 0 ZU1~t' o ci .... t' - > I l\1 U1 .J ID U1 - [I] 0 I ~ \D ID OW['tJ\D ~ [Y] t' .;I 0 I ~ I .J ['tJ I U1 u.. .... .;11-<(00 'l, U1 a. I ~ W r- ~ ~ .1- Z o o \D o Z ~ <..? (f) ,~ (i)I~ 0 Wf-(f)W::J OZ(f):::!~ OO-I> z:2!:::~(f) <l:NWn::~ <..?r1~Oo Zn::ooO :;:S:w:::JU ~o2=U5S:;: O::Jn::UJ1!! ~;;;Won:: I (f)C:Z::J f--<l:<l:U w ~ 0::: () >- LL. Z zf-O - -:X:z- L- zw~ r- -(/)> O Oz 0 ~O<( Z ::::) () 0 OZ- OwO::: L- o:::!=g r- Cl..-LL. :r: ~ ~ <i! wwO::: o DJIf- f-f-~ - OJ-U n:: z:::) , >-00.. >- -:x: I 0::: ~t::0 0.. 3:() ~O:::w O ...Jw ~ Cl..zO " (/)ZI '-J - <( (/) 2=~::::) OF Cl.. 0::: o () W ~ o I (/) :::l M o o N @ DETAILS *DIAGONAL SPACEC AT 15'-0" O.C, MAX =-- /;~ \-;~- -; />-- . - . ~::\\ ~~I 6.S~ :> "' -- --) '\ \- --.;- --__ x-';--- -BLOCKING .;--- , ~ MINIMUM 2"x4" I ~ CROSSBRACING (SEE PLAN FOR V ~ LOCATIONS) _(3) 12d V- PER JOINT (: . 00 \ 00 ~ \_CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. :::::: ~ ~ - -- .:.;...- I '\ -- _. -- -- - -- ~ -- - ~ I I ~~ 1--1 rc . . . - ~ I - '" - _ 1 ~ - -, I , - ~ I - -. CONTINUOUS LATERAL BRACIN NAIL OVER X-BRACE AS SHOW INSTALL BLKG. AT TRUSS WEBS FOR NAILING - - I ,- I - -, X-BRACING - 2x4 SPF OR SY wi 2-16d @ EACH TRUSS WEB 2A , CROSS BRACING DETAIL (TYP.) S-3 I NOT TO SCALE - I 2 ,CROSS BRACING DETAIL (TYP ) ~' SCALE: N.T.S. I , G.C. TO PROVID;: BLOCKING TO COMPLY W/ APA RECOMENDATION~ FOR SPAN RATING OF 7/16" OSB. ** ALTERNATE SPAN RATED 32/16 PLYWOOD MAY BE USED 20'-0" MAX 20'-0" MAX "X" BRACE SEE CONTINUOUS OTTOM CHORD DETAIL 2/S3~ r BRACING 2 X L MIN. SEE DETAIL 3jS-3 \ I 1\ [>K1 ~ ~ ~ v"\ ~ / " 0- w EC ---- ~~ 5' '<;j" ---- q ~ 5' 0 6 '<;j" " ---- 5' ----::) '<;j" : ~ q ~ ~ 5' 0 ~ - - --:j '<;j" " ~ 5' '<;j" ~ ---- 5' ~ 5' 0 ~ '<;j" " ---- 5' ~ti '<;j" ~~ 0- T--- w 0- w t>k o Z w n.. I t>K ~ t>< L TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES - :\OTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MAY BE REQUIRED 2) "r' BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. ,REQUIRED MINIMUM PERMAI'IENT TRUSS BRACING PLAN I AS PER HIB 91 I 4 \ S-3 REV. 7/19/03 SCALE: N.T.S. - TF~USS 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 COr-..;CENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERALBRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D 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 BLOCKII\;G DETAILS CONV FRAMED RIDGE TYP. HAND FRAMING ABOVE TRUSS-, . . 2X4 STUDS & PLATES AT 2'-0" O.C. /J.--2X4 BLOCKING MAY BE NAILED w/ MIN. EACH DIRECTION TYP. U.N.O. I\BETWEEN EA. TRUSS (4) 12d WHEN IT LANDS 2X4 DIAGONAL AT 8'-0" 0 C A NEXT TO PRE-ENG. TRUS ~2x8 BLKING. NAILED @ EACH . . .... SIDE w/ (3) 12d NAILS WHEN MAX & EACH END ALTERNATE l REQUIRED w/ (2) USP MTW12 I DIRECTION TYP.~ W/ (14) - 10d X 11/2" EACH .7 '\. I \ ~ I ~ ~ V \ X' ~~ * ~ COLLAR TIE ~ ,.,.-EVERY 3rd ~ '-- ** ~~ RAFTER ? CB~~ ~ ~ VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR USP RT7 OR HCLR/LL W/ 8 - 8d IN PLACE OF (4) 10d TB BEVEL CUTS V- (OPTIONAL) / ~!~ "~2X4 SPF 2 (2) #7X 3-1/2" ~ WOOD SCREW EACH TRUSS OR USP RT7 @ 48" O.C. D g....-=;:::: --- ( PRE-ENG. TRUSS CONT. ROOF SHEATHII\;G AT TRUSS TOr CHORD AT ALL HAND FRAMED AREAS TYP. / / DIAGONAL, AT 8'-0" I" MAX 7 L. * 2x8 #2 SPF RIDGE BEAM ** 2x6 RAFTERS @ 2'-0"0.C. MAX. wj (3) 10d COMMON TOENAILS TO RIDE BEAM - ... X -1--- "', ~ ~WOOD .- ,e,7" TRUSS X / 2X4 CONT. AT) ~ T & B CHORD ~ A-A ALTERNATE BLOCKING 9 ,DETAIL @ INTERIOR BEARING \ S-3 I REV. 8/3/04 I )7 I x I z I CONC.MASONRY STEEL OR WOOD BEARING SUPPORT - --..L.-WOOD TRUSS! PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT ....A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 3j4"-l'-0" SCALE: 3/4"=1'-0" - SEE r- ~""- PLAN Af7 ~ PRE-ENGINEERED OVERLAP TRUSS BRACING WOOD TRUSSES \ 7 AT LEAST ONE TRUSS 6" \ SPACE W ll..~0::: '00:::0 W ll..ll.. ~W"",I- ~go3 W x~o:::o () O:::lll..u o:::ozu I- n.."",w<( O n..-===~I- <(0<(0 Z wO:::l-z O:::ll..w W <(zo:::o fM OW<(O ......." W~(/)o <:(1- I- f,':: z Z o 0<( O :::lW-w o-o:::(/)"'" <( Z -=== . o ~(/)W<(Z LL ,-,z~[fQ W f,'::QOol- 0(/)0:::1-5 0:: 06jg~:::i <:( ll.."",o:::Un.. w-===won.. :J 0:::01-05<( o <(-I~ -I :::l-l .0:::-1 U) o-(/) <( (/) 0 <(~ 0:::-1........ :J~~~O::: <(0::><(0 -PROVIDE 2X4 MIN. BLOCKING AT ROOF ~ ~ OF HIP/RIDGE, TYP.BETWEEN TRUSSE~ SHEATHING WI (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. 2X4 BLOCKING BETWEEN TRUSSES OVERLAP JACK TRUSSE~ I . , ~MINIMUM (2) 16d PER JOIN\' " ~~MINIMUM 2"x4" SPF OR * SPACED AT 15'-0" MAX SYP TRUSS BRACING ^7A TRUSS A~ ~ '\~ ~ 1/ ~ SECT. A-A ~" D BLOCK TIEBEA itJj 1#5 REBAR U.N.O. -I -I <( ~ :::l ~ U ~ o ~ o l- n... :::l I I I I G,T, ADD 2X4 ALONGSIOC TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) ~~-I ~ (J) 1\; ~ ~ c:=J 0 ~ ~'u ~ ffi <( CO ~~~~ I (/)0 0 (J) CO ft ~ Q) c 53 0 - 'On Ci: -I CU'- -:::l -I .. (/) b: a:I <i OQ,)w 0::: "C U l- E ~ ~; ~;~ t3 ~~ -I ('I) Ci: ,L:=.;G a:I 0 I..L.. ~ ;.....)~/ J) wI'- 0 I..L.. '-' N ('I) '<;j" z('l) ('1)0 <( -I ('I) ('I) 0::: ll.. NN c: ~- ~ ~ (/) n.. C9 OJ) i Ii) 0 I'- I'- '<;j"n..oo (!)_ 0')<( '<;j"'<;j", F-~::~ "'--~ aJ ~ w '-' o' I z: CO Z I-.(/) 3 ~ - '-'Zw <((/)~ ~ (/)~Qo gs~~ ~ ffi~~8 w~~Li 0 w<(~'-' II~. i= ~ti;'=!::z I-I-...IUJ ;:) ,-,o:::uo 0:::ll..L1.11. ..J zwg:-I oOu.iz 0 WO(/)S(/)ll..ZIl.UJ en WZ(/)a:lZOO ~C Z I:::lzwg~f=zo: I- 0 <l: I(/)<( 0::: ==;:, <-' ll..Z-.JI-;>WOoC:O en o <( n.. I w en n.. 0:.... LIJ I-w-ll-O:::o-la:l...l C ~gC23('1)ZC2otCUJ < a:lw::::l>-8<(:::l c:( C W-lI--INOI-~:C ~O$:~~I~~c:(~ c:: 0:::-===1-,-,0:::00=: 0 8~ti;83(j)ti;DD Li (2) 12D NAILS- AT 12" O.C. MAX @ TRUSS BRACING OVERLAP 3 DE~ S-3 SCALE: N,T.S. - (2B ,HIP/RIDGE BLOCKING DETAIL \...S_~REV. 7/18/03 3/4"=1'-0" - . 7/16" O.S.B. EA, SIDE 2X BLK'G. TO O,S.B. W / 2 - 8d EA. END -r\r~ ~ ~ ~ - Uv- "- EDGE VIEW ~cn N-.J ~-.J 0- NI LQs I'--W ~- ~> L()I- ~~ >-0:: o::() O~ I-N Z~ WI- >0 ~-.J I I -~- ~ <:::...-.:::> ~ -Jy-- EDGE VIEW 7/16" O.S.B, EA. SIDE 2X BLK'G. TO O.S.B, W / 2 - 8d EA. END - WHEN REQ'D RECESSED PRE-CAST LINTEL SEE 6/S- FOR CONN. (3) 16J COMMON NAI LS(TYP) 1 NOTE: MAY CUT BACK 2x8 P,T. @ TOP TO ALLOW CONT, 2x4 BLOCKING AROUND CURVE, MIN. 2 TAPCON ANCHORS TO 2x8 '" I~ "'- I I I I I I %/ /. ~ ... I I / I I I I I I I I I I 1\ ~ \\ I '""---HEADER PER LOCATION //, '" " < :/'%-~ ~g{. ~. /.~ ~(7 116" OSB WI 6d NAILS ~ ~ ~ 16" O,C, TO SIDE & TOP NAILER ~" ~ 2x WI (2) 16d TOE NAILS ~ EACH END TYP. ~ 2x4 SPF CONTINUOUS BLOCKINGJ ATTACHED TO 7/16" aSB WI (2) 8d NAILS. SEE DETAIL ABOVE / / 2x8 Wj (2) 16d TOE NAIl.: EACH END 7 j16" OSB Wj 6d NAILS 16" O.C. TO SIDE & TOP NAILER 2x4 SPF CONTINUOUS BLOCKI G ATTACHED TO 7/16" OSB WI (2) 8d NAILS. SEE DETAIL ABOV x8 P.T, WI TAPCON HW4-2 4 (1/4"x2-3/4") @ 12" O.C. MAX 10'-111A" MAX WINDOW OR _ DOOR OPN'G I 10"\ DET. @ ARCH WINDOW FRAMIN( \ S-W CMU WALL 3-17-04 SCALE: N,T.S. - 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" ~ 0') o ('I) N Z o 0 00 ...: OJ) ~ I- I'- N E ~~c:: Ii) o ><w~ g ~ Lt ~ l\'1 N ~8~9~~ ~ Q) I'- " 0 ..c ~~C;<-I ~ ~ -I ::; C2 I- CO 0ll..0j)::::l<('- ~ , rol'- I- ~ c.o (/).3:0u'=!::" o..'<;j"::::ll-O') w ~8.Ig:ffio ~ 0') <( n.. en u z: 0 o o IJ) W I- :J 0 Z U1 ~ ~ oci~~ - > I t\1 U1 ..J (]'I III - [J] 0 I ~ \JJ (]'I OW[Y]\JJ q:~[Y]~ a.I..J[Y] I ~ LL .... q: Ul ~ qJ I- W .... ~ ~ .1- Z o o \JJ o z W Z ~rJ)", 0 rJ):r:- Wf-rJ)W:J ozrJ)::::!<:: Oo-:r:> z~t:~rJ) <::NWn::~ ",~!;;:OO Zn::OOO ~OWwu <::LL:r:--'f- n::Of-[5z O:Jn::rJ)~ ~~ton:: ~~<::~B C\J(f) LOZ C\JO ~(f) > W 0:: z zli') 9 go (/) (/)........ -li')-" >0>" w,w, 0:::00:::('1) ~~~a:I <(('I)<(~ '<;j"n..'<;j"~ c.oOc.o........ ('1)'('1)<( ,,0,,0 , ~ ' ~ ~~~~ w ~ 0 W 0 0::: Z () >-l..L..z zl-O - <(z- <( I- zw~ -(/)> 0:: oz- ('f) 0 WOO uu<( <D Z :::l 0 0 oz- owO::: ---I 0 I- o:::~g n..-ll.. wO:::-I 0 N I 0:::$:<( (!J wwO::: wr- a:lII- 1-1-6j - Ol-u ~(/) 0:: Z:::l . >-on.. <2:: - >- <(I 0::: zO:: ~!:::O a.. $:U z(lJ ~o:::w 0 w~ <2:: n..zo --l () (/)ZI a.. -<((/) ~~:::l SHEET NO. n.. 0::: 8-3 0 u w ~ 0 OF I (/) 25 :;) ('I) 0 0 LAST PLOT DATE N March 11, 2005 @ DETAILS TRUSS DESIGN NOTE: TRUSS @ END OF CROSS BRACE TO BE DESIGNE FOR ADD'L 70 PLF UP 8. DOWN TOP CHORD DROP GABLE END TRUSS & LOOKOUT RAFTERS FOR O.H. GREATER THAN 12" FOR 12" AND UNDER - SPACE OUTLOOKER BLOCKS AT 24" O.C. SEE STRUCTURAL NOTES AN NAILING SCHEDULE FOR, SHEATHING DETAILS 1 2X4 SPF BLOCKING @ :', , PANEL EDGES W/ (2) 16d l " NAILS EA. END TO TRUSS:', " -NAIL SHEATHII'\G @ 4" O.q. ", ", STAGGERED w/ 8d I',' 1 , 1 , 1 1 1 , , , , , , , , , , , 2X6 BRACE J>d;\l L~{{ TO SIDE QlZ GABLE " TRUSSY.JEBS' , , , , , , , ,I , ,I , 'I , I' , /',/ , I I " , , I I , /' / , / , / V V /, / , ,I , -I. , " , , , , , , , , , I 'rRUSSE " I I I I LSTA18 - STRAP BLKG. @ 1st TRUSS I I I I I I I 2x4 SPF CROSS BRACE @ 48" O.C. - NAIL w/3- 10d AT EACH END & AT 1 CROSSING AT 45%. ANGLE: 1 1 1 I , , , , , , , 2X4 SPF BLOCKII'\G BETWEEN TRUSSE @ 48" O.C. MAX. I , I CO,MTIN,U6us 2X4 SPF ~PA~N"ING (4) TRUSS ~'BAYS (8 FT) NAI LED TO 1 I 1 ;0<4 BLOCKING @ 4" O.C. ~/w/12d & -12d TO CHORD I I I , , NOTCIi BLQCK @ PLATE TQ,ENAl,L w/ 3-16d " " , , , , , , , , , , , , , , , , , . 1/2" MI:'-J. DW CEILING NAILED w/5d COOLER NAILS @ 7" O.C. 4 BAYS GA6LE END 6RACING w/o VOLUME CEILIN~ SCALE: 3/4" = 1'-0" TRUSS DESIGN NOTE: TRUSS @ END OF CROSS BRACE TO BE DESIGNE FOR ADD'L 70 PLF UP 8. DOWN TOP CHORD SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAILS DROP GABLE END TRUSS & LOOKOUT RAFTERS FOR O.H. GREATER THAN 12" FOR 12" AND UNDER - SPACE OUTLOOKER BLOCKS AT 24" O.C. USP MTW2 @ LOOKOUT RAFTERS IF APPLICABLE STRUCT. SHEATHING 7/16" MIN. THK. - NAIL w/8d COM. @ 3" O.C, EDGES & 6" O.C. FIELD 10d @ 4" O.C. GABLE TRUSS NAIL TOP OF "T" TO GABLE TRUSS w/2-12d & (1) USP LFTA6 W/ (16)-8d NAILS NAIL GABLE TRUSS TO PLATE w/16d @ 4" O.C. 1/2" x 8" A.B. @ 48" O.C. MIN. LINTEL -COURSE MASONRY WALL 2X4 SPF BLOCKING @ : PANEL EDGES W/ (2) 16d ~, NAILS EA. END TO TRUSS :', -NAIL SHEATHING @ 4" O.C. f, ", STAGGERED w/ 8d : ", ", 1 ' , 1 " 1 , I I I LST A18 - STRAP 10 1 1 10 I I 10 1 1 10 1 1 10 1 1 10 I I , 0 1 1 10 1 1 1 1 1 10 1 1 10 I 1 10 1 1 10 1 1 10 1 , 2x4 SPF CROSS-BRACE @ 48" O.C. - NAIL w/3- 10d AT EACH END & AT CROSSING AT 45'%. ANGLE 2X4 SPF BLOCKING BETWEEN TRUSSE @ 48" O.C. MAX. I I I CO.MTIN~bus 2X4 SPF ,SPAN,Nlr-..G (4) TRUSS ~'BAyS (8 FT) NAILED TO 1 1 2x4 BLOCKING @ 4" O.C. ~<-'V/12d & 2-12d TO CHORD I 1 1 .. , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , . I 1/2" MIN. DW CEILING NAILED w/5d COOLER NAILS @ 7" O.C. NAI L DEADWOOD TO TOP PLATE w/16d @ 4" a.c. 4 BAYS ~A6LE END 6RACIN~ w/o VOLUME CEILIN~ REV. 9/30/03 AS SCALE: 3/4" = 1'-0" UTLOOKER BLK. usp MTW12 W/ 14 - 10d X 1 1/2" @ LOOKOUT RAFTERS IF APPLICABLE STRUCT. SHEATHING 7/16" MIN. THK. - NAIL w/8d COM. @ 3" O,C. EDGES & 6" O.C. FIELD 10d @ 4" O.C. GABLE TRUSS NAIL TOP OF "T" TO GABLE TRUSS /2-12d & (1) USP MTW12 wj 14-10d x 1 1/2" NAIL TRUSS BOTTOM CHORD TO 2X4 DEAD- WOOD w/16d @ 4"0.C. USP LSTA30 w/ (22)-10d @48" O.C. FRAME WALL 2x4 @ 16" O.C. (TYPICAL) , . ~,' r l~ · · I , , , .... .. 10d @ 8" a.c, STAGGERED EACH MEMBER (TYP,) r CRIPPLE STUDS @ 16" O.C. BETWEEN HEADER & TOP PLATE WHEN APPLICABLE W/ USP SPT22 AND USP SPT24 TOP AND BOTTOM EACH STUD (2) 2X12 No.2 SYP HEADER w/7/16" OSB SPACER UNLESS NOTED OTHERWISE ON PLAN BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT (2) FULL-LENGTH STUDS AT EACH SIDE OF OPENING TRIMMER STUDS: (1) REQ, EACH SIDE OPENINGS UP TO 6'-0" WIDE (2) REQ. EACH SIDE OPENINGS 6'-0" TO 12'-0" WIDE FRAMING AROUND OPENINGS SHALL BE NO.2 OR BETTER SYP SEE PLAN FOR ADDITIONAL SECTIONS REQUIRED (2) 10d TOENAILS OR (2) 16d ENDNAILS EA. STUD NOTE: SEE PLAN DETAILS FOR CONNECTIONS THAT MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES TYP. FRAMING @ EXTERIOR DOOR OPENING SCALE: N.T.S, CRIPPLE STUDS @ 16" O.C. BETWEEN HEADER & TOP PLATE WHEN APPLICABLE _ Wj USP SPT22 AND USP SPT24 TOP AND BOTTOM EACH STUD (2) 2X12 NO.2 SYP HEADER w/7/16" OSB SPACER UNLESS NOTED OTHERWISE ON PLANS BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT .. . ~.. .. r 1~ , , , , ..' .... .. lOd @ 8" a.c. STAGGERED EACH MEMBER (TYP,) (2) FULL-LENGTH STUDS AT EACH SIDE OF OPENING UNLESS NOTED OTHERWISE ON PLANS TRIMMER STUDS: (1) REQ. EACH SIDE OPENINGS UP TO 6'-0" WIDE (2) REQ. EACH SIDE OPENINGS 6'-0" TO 12'.0" WIDE FRAMING AROUND OPENINGS SHALL BE NO.2 OR BETTER SYP USP MP34 EACH END, TYP. - DBL. 2x4 SILLS FOR WINDOWS CRIPPLE STUDS @ 16" O.C. Wj 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 Ar-..D/OR UPLIFT FORCES TYP. FRAMING @ WINDOW OPENING SCALE: N,T.S, w () I-- o Z w o <! I-- o o LL W 0:: <! ::) 0' U) LL.I ~ Ll..<:(0::: '00::0 LL.I L..l..L..l.. ~LL.I"",f- O"",Z ~-O::J ><~o::o O::)Ll..u Cl:::ozU a..."",LL.I<:( a..."",~ <:(0<:(5 wO:::f-z Cl:::Ll..LL.I <:(Z 0::: 0 OLL.l<:(O W~(J)O f-~ZZ o 0<:( :JLL.I-w OO:::(J)"", <:(z"'" ~(J)W<:(Z ~z~lfo ~Qoof= 0(J)0:::f-<3 o~Q~::J Ll.. o::Ua... w~woa... 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(.) z w ~ 00 I ~ N I--,(/') s: lD ~ZW <(lD..-l ~ (/')~Qo O:::NlD (J) . 01--0 O..-l~ Z o:::Z<(U w~~Li 0 t;J<(~~ J:I~. j: Z I-- ~ Z I-- I-- ..J LlJ :J ;;:;(/')U- 0:::LL..u.11. ..J ......O:::wO 0 . 0 ZWD..--' 0 ujz WO(/'):5(/')LL..Zl1.LlJ (J) WZ(/')mZOO .0 Z I::lZWQ~f=ZO:: 1--0<CI(/')<(0:::3:~ g LL.. Z -.J I-- :> WOO c:I v, O<(D..IW(/')D..o::-.; LLJ I--W.....JI--O:::O--'a:I...l Q (/')<.:)<(:;;""Z<( 'LlJ WOO:::;;;'O<(O:::c(c( c( mW~>-O i=?..JJ: 0 W--'U.....JNOUO::O - ~ oS: ::l ~ J: ~ ::l <;;; 0:: O:::""'l--n..O:::OIl!: 0 OZI--O-:::::I--OO ..J I--~(/')US:(/')(/') La. ,- "- 1"- > '1" TYP. 8" MASONRY WALLjLlNTEL GIRDER BM, OR WOOD TRUSS (WOOD TRUSS SHOWN) NO SCALE REV. 10/10/00 PJM UPLIFT CAPACITY - 1890 # SEE SCHEDULE ~CJ) N--I ~--I 0- NI LC(s f'-W ~- ~> L()~ ~W >-0:: o::() O~ ~N Z~ W~ >0 ~--I ~(j) LOZ '0 N- ~(j) > w 0:::: Z zLC) Q QO (/') (/')........ -LC)-M >o>M w........w........ 0:::00:::"" uMum ~M-~~ ~D..~~ c.ooc.o........ 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Z ::lUO 0 OZo: OWo .....J 0 I- O:::~.....J CL-LL.. :r: wO:::.....J 0 N o:::s:<( (.!J WWO::: mIl-- w~ I--I--~ Ol--u ;?cn 0::: Z::l , >-OD.. <:t: - >- <(I 0::: zO:: ~t::0 a. zS:U Zm :so:::W 0 W~ :5 D..zO U (/')ZI 0.. -<((/') ~~::l SHEET NO. D.. 0::: S-5 0 U W ~ 0 OF I (/') 25 ::l "" 0 0 LAST PLOT DATE N March 11, 2005 @ DETAILS 2 ROWS 8d @ 6" O.C \ /;(2) SYP#2 TOP PLATE 8d NAILS @ 6" O.C~ ROOF OR TO BLOCKING \ FLOOR SHEATHING :IIIIII/~ X (2) 12d NAILS~ V TO BLOCK~~ING USP- ~ TRUSSES SUH24 /" X 2X4 BLOCKIN ~ S~R~C~U~A~ SHEATHING AT EA. ROOF __ ......-1 (MIN. 7/16"). NAIL w/l0d @ PANEL JOINT AT USP SPT24~ _______3" O.C. EDGES STAGGERED 48" O.C. MAX @ EACH STUD ~ & 6" O.C. INTERIOR - EXTEND TO ROOF SHEATHING ---- 1/2"x 12" A.BOLT 6" FROM ENDS 2x4 SPF STUDS--- ... @ 16" O.C. THEN 32" O.C. - OR 5/8" w/8 1/2" VEMBED WEDGE BOLT 6" FROM ENDS USP SPT22 _--- THEN 32" O.C. W/#3 PT SYP @ EACH STUD ~ BASE PLATE "4'4'4'4'4"" ~~~.!:I~~~~~~~~I.~~~.:~,,~I~' ::~.~' SEE PLAN FOR DIM. )'0; ~,'o",' 'I'. =1 ";" , ";'~ ,,~.. , ";" , ";. , ";' , ',' , :'.~"4 :....1: ..&"'1.~ ""'i~ ~.'i:" ~;r.- '.... Z .. , ..0 ' ,.. O"n , ,.~ ~ ~ . ...." .. I" ~~" __ 4"l 16" L4" ---- SEE FND. PLAN )1 -r FOR FOOTING SPECS. INTERIOR SHEARWALL @ TRUSSES I 18 ,STEP-DOWN. WALIL TO TRUSS , S-6 '~O SCALE REV. 9/30/03 AS _ SHEAR CAP, 500#/L1N. FT. LSTA12 EACH SIDE @ EACH END OF WALL 12 ~TYP) I SEE ELEV. PRE-EI\GI"EERED WOOD TRJSSES@24"0/C ~ ~PLlFT CO""ECTOR (SEE SCHEDULE) L I r DOUBLE 2"x4' TOP PLATE j / 2"x4' STUDS @ 16" O/C ~ ~CRICKET AS REQuiRED ~SP SPT24 @ EA STlJD~ ' ~V APA RATED STRUCTURAL Sl-'EATMII\G ../ MI" 7 /:6" FAS~E"ED ~O ~RUSSES W/ 8d COMMO" WIRE MILS @ 4" O/C BO~NDAFlIES 6" O/C EDGES & 8' O/C FIELD USP SPT22 @ EA. STUD -"'~ 2'x P.T. PLATE....... , :\ 1/2" X 8" "J" BOLT @ 24" O/C MAX./' 8"X8"X16" K.O. BLOCK W/ 1 #5 CON;:/ A"D FILLED W/ 2500 PSI COI\CRETE I 1 #5 VERT. 1'< CONC FILLED CELL--.J :'p ..:.=.. "- MAIl', SPA" ROOF -RUSS UPLIFT CO\iNECTOR (SEE SCHEDULE) _ W/ STD. 90 HOOK I" K.O. BLOCK _ I 4 \KNEE WALL ABOVE MASONFIY WALL DETAI - ~ SCALE: N.T.S. PRE-ENG, WD TRUSSES @ 24" O.C. INSULATION BAFFLE BATT OR BLOWN INSULATION MIN. R-19 TRUSS ANCHOR (SEE PLAN) 12 ~ I ~ FIBERGLASS SHINGLE : ~~ ~ ROOFING FELT \Ii^^^~. SEE ROOFING SCHEDULE I , L' .: " '''' )J..JJv.,. 1/2" CEILING 'BOAR~ ~ -~ MET~L DRI~ EDGE - USP SPT24 AT TOP ~, AND USP SPT22 AT BOTTOM _ ~ "'-... ~2" X SUBFASCIA 1/2" DRYWALL ~ -.............. CONT, VENTED ALUM SOFFIT OPTION: _O.H. ~(2)-2" X 12" SYP BM. OR WIF85 MAXIMUM OF (3) 2 X 4 PLATES MAY BE SEE ELEV (UNLESS OTHERWISE NOTED- SEE PLAN) ADDED BELOW THE HEADER W/ EACH . NAIL @ 6" O.C. PLY ATTACHED W/ (2) ROWS OF 16d W/2-2" X 4" SPF TOP PLATES NAILS AT 8" O.C. MIN. SPLICE 48" W/12d @ 6" O.C. SEE 26/5-4 OR 27/5-4 /: ALUM FRAMED WINDOW wj SCREEN FOR MORE INFO @ OPENING NOTE: 40" MAX. SILL CEMENTITIOUS DECORATIVE FINISH HGT. ON ALL BEDROOM 7/8" THICK PER ASTM C-926-98A WINDOWS. 2" X 4" @ 16" O.C, (2) 2 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-11 F.G. BATTS S-6 SIDES & 6" O.C. INTERIOR WOOD BASE ~ == P.T. 2" X 4" #2 SYP BASE PLATE ~ >< w/l/2" X 8" A,B. OR 5/8"X7" CONC SLAB~ ~ 20 WEDGE BOLT, w/2" WASHER @ 6 X 610/10 WW.M. -, " S-6 32" O.C, MIN. 6" FROM END \ -- -----GRADE 6 MIL VIS:UE~.~.. ,;:.:.::>.~:t _~ : ,--IO!, OF &.LAB -+ TREATED~':::~':;."";' (\J 00 0 CLEAN FILLj ~~','.:.,Qi, M ~ffi (\J , ~ SEE FOUNDATION PLAN ~9 1YPICAL WALL SECTION ( ~ \EXTERIO.R FRAME ~ 8-12-03 REV. AS, SCALE: 1/2" = 1'-0" _ TYVEK ~Vv,TAR PAPER WRAPPED 6" / UP EXTERIOR FRAME WALL AND SEALED BY TYVEK INSTALLER DECO FINISH WI / STOP VULKEM CAU LKED TO V-- TERMITE SHIELD ~____TERMITE SHIELD ~:"': ,';:-,:,';';",.::;.>..::;:",: ;;:.:;,~ " ~" ~ ';, 1,,< '; " b ,. " ., ,_,_ ' ',., . ',. . . '<-/'..~'" '~..;-...~'" '''-('',,:;.'' '~'{'..'~"'-' , . ~';" < ~.. ,. , ~" , , , , .~ $ '< j,.,.- .. ;. '>; l<.... .. ;" '-,.- '; ; " , ..., . " ..., . ',...., . <, ..., ....." ~.; '< ... " ';. ~ '< ... " ,,; '.. " ~ '; ;. ,. , " ....." ' " .....,. 2"x TOP PLATE /o:E. L1/4" MIN. SPACE ---1-"- -1ii ____- 2"x STUD @ ~ 24" O.C. MAX. 2"x P.T. PLATE~~ __ EXT. FRAME WALL I 20\TERMITE DETAIL ~N.T.S ~ TYPICAL INTERIOR ( 3 \ NON-RIN>> ~ SCALE: N.T.S. Kt.V. l.-,j-U,j A:::' 2 - S.P.F. CONST. GRADE TOP PLATE SPLICE MIN 48" APART, ~ ~ i=_~: : - = T :~~~: -::- T -,,- _ _II ) n n III ~ III n II ~ OPcl\lNG III oc:::. II n II III @-...." III n II II II ~~ \- III II II II II III - .- " - III II linn II III I II III II 11- ...JJ _ II... _II, III II III II FLOOR SYSTEI,\ II ~/8" "S" NAIL 3j8" 1 SPACING 01 r : - 3/4" 1~ ~"" ~1/2" ~-~~-. ~~1 __ ~ L:rl ~~1 SINGLE NAIL EDGE SPACI~ DOUBLE NAIL EDiE ;JActNG f UII L-...JJ IIL-...Jl. '- 2x8 P.T. ::i LL PLATE ~ (2 STORY ONLY) ~ n II n n II II II II o NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL n n 0 NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL ~ @)NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL n n @ NAIL INT. AT 6" O.C. W/8d COMMON NAIL II n CD STAGGER ALL VERT, JOINTS & :'-JAIL @ 4" O,C, II.JL W/8d COMMON NAIL ~: 0) NO SPLICE @ HEADER - NAIL SHEATHING TO HEADER W/8d COMMON NAIL@ 4" o/c 2x4 P.T. BASE PLATE J 7 , S-6 \ WALL SHEATHING INSTALL. & NAILING SCHED. I ~O SCALE REV. 02-11-04 MD PROVIDE BLOCKING AT BEARING TYP. SEE 9/S-3 ~ I 5EE PLAN .. ;~FOR CONNECTOR . 2 - 2"x4" TOF FLATE ~ CON5T. (;&RADE 5PF :. ~ 5FLlCE MIN. OF 24" APART I ____W5F 5FT24 W/~-IOd TO 5Tl.ID , TO TOF FLA TE 2" X 4" 5PF 5TUD5 e I~" O.C. WI U5P 5PT22 , U5P 5PT24 EACH 5TUD ~w:U5P 5PT22 W/(4)-10d TO 5TUD , 4-100 TO BA5E PLATE ~:1/2" X 12" A307 A.B. WITH 8 1/2" MIN. . EMBEDMENT W/2" WASHER ~ @ 32" O,C. MIN. 6" FROM END ~" " ., w/ #3 PT SYP BASE PLATE ,. ,. ..' .;~ :,;-._"_....~__L_'-~" "[ 31/2' -. ,.. · .'.,'. l ..., .....,.' ~ Ii'. ,.,~~, -.. ,. ,. 'I ... , , :_~---_!..:._._.!_-:..:._~==- .., 0-'" 0 '.'~IP' . ,. . ;'oIL__ '" 2500 F51 CONC. . 4" 16>" 4" wl2 OPE> DIA, ROD5 ~N. LAF 2SI' (ACI 316) __ INTERIOR 6EARIN~5EE FOuNDATiON FLAN d4A"\w/UPLIFT e 3J;" 5Tcr-nnllJN , S-6 I NO 5CALE REV. 3-3-04 A5 UPLIFT vALUE5 - (DOUBLE 51DE CONNECTOR5-DOuBLE5 VALUE BELOW) I (EACH CONNECTOR) EACH 5TUD - S3S LB5. FER 5TUD SEE STRUCTURAL NOTES AND NAILING </ SCHEDULE FOR SHEATHING DETAIL~X ~LER TO 2X4 SPF BLOCKI~G GIRDER TRUSS. BETWEEN TRUSSES -TRUSSES NAIL W/ 2 - 12d EACf- @ 24" O.C, MAX.w/ SEE PLN. WEB CROSSING V(2)16d EA. END (TYP.) MATCH TRUSS / . BOTTOM PROFILE / i;1 ~ '=~ X DBL~ ~"'-1/2" SPACE ----1' PLATE , HEIGHT ~ "1 i ~ '=gi~E~~~lTgg! n n n n --- n ~~~'~~- - 2X4 BLOCKI~G HIP GIRDER ~ TRUSS END %. USP MP34 @ EACH BLOCK SEE PL~ (2) USP RT3 (1) AT EACH BLOCK TO G.T. & (1) G.T. TO HIP JACK SHEATHING 2x4 SPF TO 8'-0" @ 16" O.C, RAKE CUT WALL TOP TO MATCH VAULTED TRUSS BOTTOM l! FILLER BLOCK AT 16" O.C. NAIL TO STUD AT WALL W/ 4 - 12d. END NAIL TO TRUSS GIRDER Uy-'- .- (i9.1,EXTERIOR NON BRG. WALL DETAIL ~AT HIP CONDITION WI INT. VOL. CLG. N,T.S, REV. 3-3-04 AS TOP SPLICE DOUBLE 10d -<<I" 1t/~ f'~. , -......::: . ~., I'o-r---.:: " ~ 2 ROWS 10d @ 6" O/C /' ./" \ ~OTE: PLATE LENGTHS MUST BE ./" AT LEAST 8'-0" LONG. TYPICAL \-BOTTOM SPLICE OVER STU D -- ./" {5 \TOP PLATE SPLICE DETAIL ~~'SCALE: N,T.S. ~ 'f' SEE 5TRUCTl..RAL NOTE5 AND NAILING 5C~EDULE FOR 5l-lEATl-liNG DETAI~ X rx VARIES w/ ROOF SLOPE y.. GIRDER SEE PLN. "'- FOR LOCATION ~ ~ 'f 2X4 5PF BLOCKNG BETWEEN TRUSSES fiJ 24" O.C. MAX.wl (2)I6>d EA. END (TY19,) U5P MP34 fiJ -...... 16d NAILS AT 2'-0" ON CENTER ,~.C. MAX. \ ~- I I'-.~ I 'I = ~ /~ I ~5l-lEATl-l!NG U V (2) USP RT3--.J (1) AT EACH BLOCK TO G.T. & (1) G.T. TO HIP JACK JACK r~RUSS , < ft,;"';"l > 2 X 4 CONT. AT 2'-0" O.C. WITH (2) 16d NAI LS EACH TRUSS ~ I I I SEE PLN. I 'I. 112" SPAC U5P 5PT24 TOP U5P 5PT22 BOT OF EACH 5TUD / 2x4 SPF TO a'-o/'" fiJ '6>" O,C~ tf'92\EXTERIOR NON BRG. WALL DETAIL \ S-6..1 N,T.S, - 12 PRE ENGINEERED WD TRUSSES @ 24" O.C. INSULATION BAFFLE BATT OR BLOWN INSULATION MIN. R-19 TRUSS ANCHOR (SEE PLAN) FIBERGLASS SHINGLE ROO FI NG FELT APA RATED STRUCTURAL SHEATHING MIN 7/16" FASTENED TO TRUSSES PER ROOF NAILING SCHEDULE ~ : \ '^ ^ ^ ^ ^ ^ ^ ^ ^ ^ 'f..Jf{ ~\.. r. ~ I ~ A ~ ~.. ,','" I I 1':'''<. 1/2" CEILING BOARD------- ~ l ~ ~ META-L DRIP-EDGE - - 3/4" P.T. NAILER ~ ./ 1\ W~, 1/2" DRYWALl.: _ [}-- ~ ~ ~ """'- 2" X SUBFASCIA .... ~............... ~ CONT. VENTED ALUM SOFFIT CURTAIN NAILER """'- 8" X 8" X 16" K.O. LINTEL BLOCK 1 X 4 P.T. @ WINDOWS ".O.H. W/l #5 DIA. REBAR & 1 X 8 P.T. @ S.G.D. SEE ELEV. 3000 PSI CONCRETE PRECAST "U" LINTEL WI 1-#5 CONT, IN I...... 3000 PSI CONC. @ OPNGS. 6'-0" & OVER, PRECAST "U" LINTEL ALL OPENINGS UNDER 6'-0". FILL CELL -1 #5 DIA, REBAR Wj 3000 PSI CO~C. ALL LOCATIONS SHOWN ON FOUNDATION & FLOOR PLANS ALUM FRAMED WINDOW WI SCREEN MARBLE STOOL 1 X 2 P.T FURRING J\~ :~ R4,2 FOIL INSUL ON EXT 1.llI----- BLOCK WALLS PRECAST CONC SILL 1 X 4 P.T. BASE NAILER -..o~ 8" X 8" X 16" CONC. BLOCK WOOD BASE CEMENTITIOUS CO C S DECORATIVE FINISH N LAB ~ '- FTG. DOWEL #5 DIA. REBAR 6 X 610/10 WW.M 18" IN CONC. -25" EXTEND (ACI 530) 6 MIL VISQUEEN ~ " ABOVE SLAB. ALL LOCATIONS .." SHOWN ON FOUNDATION PLAN ; .' , ~ / GRADE :, .'" .',lIl'.'-. .'.., ~', --:/---c--- TOP_OFSU:B-EfJ TREATED ~l . .'. "":::,:~.:0:;':: ~ ~ ~ ~ CLEAN FILL.;,j ":':.~\ ~ 13 , SEE FOUNDATION I 8 , S-6 ,TYPICAL WALL SECTIODDNCRETE BLOCK I SCALE: 1/2" = 1'-0" REV. 9-3-02 V1KD/mk W l.l..~a:: '0a::0 W l.l..l.l.. ~W"",f- ~gos l.JJ ><~a::o () O:Jl.l..U I- a::OZU CL W<( O CL~~f- <(0<(0 Z wa::f-z a::l.l..w W <(za::O fr"l ow<(O '-I W~(/)O <.( I-~ZZ I- 0 0<( :Jw-w o O~~~ o ~(/)w<(z LL ~z~EEo l.JJ ~QOo~ rY' o(/)a::f-u u.. OZO~- <.( l.l..WC2un: W~WOCL ::J a::OI-Ci5<( CY <( --I Z --I :J --I -. a:: --I (f) o(/) <( (/) 0 <(~ a::--I'- --I w--l 0 --1>~za:: <(0:><(0 ~~--1 ~ U)1\; ~ 1Q c=J O~ ~'u ~ ~ <r: CO ~~~(/) I (/)0 ~ U) ~ g: ~ Q,)c8 - '0.0 CL g ca.- -:J ....J .. (/) b:: en <i: OQ)w a:: "'C U f- E 0j ~ ~ ~7 ~ ~ ~ r----/.. en ('I") l.l.. >< ~)~/""G1 w ~ 5 Lt ~ (\J ('I") <;j' z('l') ('1")0 <(--1('1")('1") a:: l.l.. (\J (\J ~~@@ (/) CL co co UiO ~~ <;j'D... 00 (9L- (j)<( <;j'<;j' . ~C:t ~ II ~aJ ~ w ~ 00 0 I ~ N Z f-. (/) 3: I.D - ~zw <(l.Dyoj ~ (/)~Qo a::aN~ en , of-O yoj..... 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I ~ W ..... ~ ~ i ~ o o IJJ o Z ~ (,2(/)~ CI)::r:- 0 Wf-CI)W:J DZCI):::::!<l: aO-::r:> z~t::~CI) <l:NWCl::~ ~.-1~Oa ZCl::DDO :;:owWU <u..I.....Jr.- Cl::Df-l5Z D:JCl::CI)~ ~~~DCl:: 2=~<l:~i3 ('\J(j) L!)Z ('\JO ~(j) > w 0::: Z Z o oUi (/) U5~ -Ui-M GjOGjM a:: '-a:: '- o ('I") UMUen ~M-~~ <;j'CL<;j'~ <.00<.0'- ('1")'-('1")<( MOMO , ~ ' ~ iB~iB~ llJ ~ 0 l.JJ 0 a:: Z () >-l.l..z ZI-O - <(Z- <( I- zw~ -(/)> 0::: 0 Ozo ('f) t50<( (!) z :JUO 0 OZ- owa:: --l 0 I- a::~g CL-U- wa::--I 0 (\J I a::3:<( (!) wwa:: wI-- enIf- - f-f-~ ;?(f) Ol-U 0:: Z:J . >-OCL <1::- >- <(I a:: zO::: ~t::0 a.. z3:U Z(!) ::5a::w :5 0 w~ CLZO a. () (/)ZI -<((/) ~~:J SHEET NO. CL a:: 8-6 0 U w 2: 0 OF I 25 (/) ::::l ('I") 0 0 LAST PLOT DATE (\J March 11, 2005 @ DETAILS I ~ I STRUCT. SHEATHING 7/16" MIN. THK. - NAIL w/8d COM. @ 3" O.C. EDGES & 6" O.C, FIELD -GABLE TRUSS NAIL TOP OF "T" TO GABLE TRUSS 10d @ 4" O.C.~ \ ; /2-12d & (1) CLIP EACH TRUSS"'" io SIMPSON MTS~~ w/ (SEE ROOF :~"': 14-10d x 11/2 PLAN FOR TYPE) 1- , : MFRAMEOUTTO " 10 BLOCK EDGE SEE 3/S-4 FO """" :110 NAIL TRUSS BOTTOM ADDITIONAL INFO " ", \..J..,. v CHORD TO 2X4 DEAD- " " -+A WOOD w/16d @ 4"0.C. I I ,I' '\"~. / SIMPSON LSTA30 w/ "[~:14-10d @48"0.C. NAIL DEAD~DDJT-v'r, ,1 I' .----(2) 2x12 w/ 1/2" O.S.B, I ~ FLITCH PLATE T~P PLATE w/1~d N.. STUD ANCHORING: 4 O.C.: _______ STUD TO TOP PLATE: 7/16" OSB W/8d ./ ~ ~ SIMPSON LSTA 30 W/ COMMONS @ 6":ON .:\ 14-10d @ 48" O,C, MAX EDGES & 12" IN: ~ FIELD)Y PROVIDE SIMPSON SEE PLAN HUC410 W/ 10 - 16d SIMPSON SP ; , T /COL AND 18 - 1/4" X 2 lj4" W/ 12 - lad EA : ~ T..AP CONS TO MASONRY STUD :. COL.@EACHEND SIMPSON SPl , ::J ' W/ 10 - 10d EA: ~ 1'\. 2 X 4 SPF STUD G.c.' :: I! '\ AT 16" O,C, CORD, i--~BUILDER FRAME RADIUS W/ E~EVS. :: AS REQUIRED ~ ~ ~ 16x16 COL BEYOND HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK STRUCTURAL NOTES SEE SHEET S-7A FOR ADDITIONAL S-7 DETAILS NOT SHOWN NO. & SIZE OF RAFTER TIES EACH END 2 X 4 WALL 2 X 6 WALL 2X6 BRACE NAILED TO SIDE OF GABL TRUSS CHORDS 4'-0" IN LENGTH OR GREATER HEADER SIZE & GRADE 6) WOOD: 6.1 WOOD STRUCTURAL FRAMING MEMBERS: WALL STUDS TOP & BOTTOM PLATE BOTTOM PLATE IN CONTACT WITH MASONRY I JOIST SQUASH BLOCK I TRUSS BRACING & BLOCKING FURRING & B.U.C. STRIP OPENING JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END -SPF STUD OR CONSTRUCTION GRADE -SPF STD & BTC -#3 SYP PT -SPF STUD OR CONSTRUCTION GRADE -SPF STUD OR CONSTRUCTION GRADE -#3 SYP PT (1) (2) l' - 4' (2) (3) (1) (2) 4' - 9' (2) (2) (2) 2X12" 2SYP (2) LSTA 30 9' -16' (3) (3) (2) (3) ~ SEE SCHEDULE "':J...::~'~' ....... ....... ~_ROWS 12d NAILS STAGGERED@ "'" ..< ~ 12" O/C EACH FACE OR 3-ROWS . ..:".............................. ~' ~~D J:S::S:::~ 12d NAILS STAGGERED @ 12" O/C , '~~ ~ FOR 2"xl0" OR GREATER HEADER ........ . . i"\.--"'" ~............. ~ 6.5 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 6.6 8d NAILS ARE RECOMMENDED FOR ALL SHEATHING NAILING. IF .099 DIA NAILS ARE USED ALL NAILING PATTERNS SHALL BE MODIFIED TO THE FOLLOWING SCHEDULE: (SEE 7/S6 FOR LOCATIONS) 6.75/8" x 7" EXPANSION BOLT OR 1/2" x 8" A.B. BOLT MAY BE USED INTERCHANGABLY CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE (UNLESS NOTED OTHERWiSE ABOVE) #2 SOUTHERN YELLOW PINE WITH AN ALLOWABLE BENDING STRESS (Fb) PER NDS = 1250 PSI AND A MODULUS OF ELASTICITY = 1,600,000 PSI 6.2 DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE, LATEST EDITION, HIB-LATEST EDITION AND QST-LATEST EDITION. 6,3 ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6.4 ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD OR 7/16" OSB MIN, (SHINGLES) SPAN RATED 24/16 ~ HI ......... REFER Tv 26/5-4 OR 27/5-4 ~ * WHEN STUD LENGTH IS LESS- THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE W/ 11 - 10d NAILS (2) 2x12 w/ 1/2" O.S.B. FLITCH PLATE E~ :::. 7/16" OSB W/8d COMMONS @ 6" ON EDGES & 12" IN FIELD 1\ DOUBLE 2 X 12 NO.2 S.Y.P, 1"- HEADER W/ 1/2" FLITCH PLATE OR WI85 JOIST HEADER. (U.N.O,) ~ '~ 16d NAI LS @ _____ 16" O/C TYP. " ~. I 2 X 4 SPF : I AT 16" O.C. I I ~ ~ BUILDER FRAME RADIUS :: ~ AS REQUIRED II II I ...- _ _U I I I : ~ --:- ~~ 1\ FILLING AND BLOCKING AS I \ REQUIRED FASTENED TO '-- HEADER W/(2) ROWS OF 12d @16" O/C UNLESS NOTED OTHERWISE NOTES: DOUBLE 2"x4"-. CRIPPLE STUD TYPICAL (U.N.O.) 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 QUESTIO~S 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: ~~ 2x12 BUILD-OUT BEYOND, SEE (6/S-7) SIM AT JAMB /2"X4" STUDS TYP. {:USP HTT16 W/ (18) 16d NAILS AND A 5/8" EXPANSION A~CHOR W/ 6" :. EMBEDMENT U.N.O. OR J 81/2" AT GARAGE STEP DOWN 1. PLYWOOD A:-';D SIDING: ( FIELD) USE 8d NAILS @ 12" O.C. ( EDGE) USE 8d NAILS @ 6" O.C. 2. GYPSUM: ( FIELD) USE 5d NAILS @ 10" O.C. ( EDGE) USE 5d NAILS @ 7" O.C, 14FT. (?) L________________________________________. I , I " I , . @ I CD ~ I : /@/2"4)"T, I / \.61/ I ' ' 5 FT.:----4Fi.-----------@"------------J /,' CD 5 FT.: 4 FT. (]) ,,:(2) @ ; -- -- -- -- -- ~- -- ---~~~-~""'~,~@"'~~ FT ih4-Ff-Ci)-----/~--rn~-~(~p~ @ - I 17 ~KNEEWALL @ ENTRY FRONT WALL , I N.T.S. KNEEWALL @ GABLE CJ ~~J.RY FRONT WALL O,o~ t1I/,t, HOLD DOWN CONNECTIONS Q NOT REQUIRED@_BEARING .... ~P.T. BOT, PLATE WAllS WITHOUT UPFIFT I ~ (11 ,WALL HEADER DETAIL \... J SCALE: N,T.S. - ROOF NAILING SCHEDULE: NAILING ZONES ZONE 1: 8d NAILS @ 6" O.C. IN FIELD 8d NAILS @ 6" O.C. ON EDGE ZONE 2: 8d NAILS @ 6" O.C. IN FIELD 8d NAILS @ 6" O.C.ON EDGE ZONE 3: 8d NAILS @ 4" O,C, IN FIELD 8d NAILS @ 4" O,C. ON EDGE GYPSUM CEILING: USE 5d NAILS @ T' O.C. REV. 10-28-03 AS. USP LSTA30 w/(11)-10d ~TO TOP PLATE AND (11)-10d TO STUD, MAY BE ANGLED UP TO 10 DEG. s........ ~ ~USP LSTA24 W/ (18) -lad AT ~:::-........... ~ 2'-0" O.C. MAXIMUM \ \........ 2-2x4 SPF TOP PLATE 2-#2 SYP 2x12 OR WIF85 HDR. UNLESS NOTED OTHERWiSE (SEE PLAN) (3) S.P,F. 2x4 w/l0d @8" O.C. EA. SIDE 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 _ GIRDER ~ TRuSS ~2) ~~6T2 CAP = 4100LBS J I f'j~ ~ I ~ --I s And@3"0.C,TYP, EXTERIOR STRUCTURAL r~HEATHING (MIN. 7/16") ~ WOOD I / BEAM ~?L V A: CEMENT COATED SINKERS B: BRIGHT COMMONS C: SPIRAL OR RING SHANK NAILS D: CLIP HEAD GUN NAILS USP HTT16,~ : w/18-16d NAIL~ ~~ L--~ ~ ~ \ II ( ) ( ) ) ( ....... -...../ l/...... , G.C. VERIFY INTERIOR ~ 1/2" GYP. BOARD OR 2x STU-O; ~ EXTERIOR STRUCTURAL .... --- SHEATHING (MIN. 7/16") ~ VERIFY W/ PLAN ~ W/ 1/2" ANCHOR BOLTS ~ 6" FROM END OF EACH ~ SILL PLATE. ~,.".--..... SEE 6/S-6 I 30-'~~\EXT. FRAME CORNER , 'SCALE: 11/2" = 1'-0" =;::::> ~ 4x4 I "- NO.2 SY? WOOD POST (2) USP LSTA30 WI 16-10d TO POST & 16-10d TO BEAM EA STq,,\? j:r tf ~[ V MIN. (3) 2 X 4 BUILT-UP COLUMN ATTACH PL YS WI (2) 16D NAILS @ 6' O.C. EACH PLY, TYP. EPOXY ANCHOR W/ 81/2" EMBED. INSTALL PER MFG. SPECS. .~ No.2 P.T. 2x4 ",- BASE PLATE ;;.. v (2) 1314 X 111/4 LVL WOOD BEAM USP HTT16 VW/5/8' SIMPSON "SET" EPOXY ANCHOR WI 8 112' EMBED. I < I SEC. A - A UPLIFT CAPACITY = 4175 (6\HEADER OPENING \ ) NO SCALE REV. 1-27-04 AS "--../' UPLIFT CAP. AT HEADER 1 STRAP EA. END - 1255# ~15 HIGH UPLIFT FRAME WALL { :.to \ GIRDER/BEAM CONN. U r-..o SCALE REV. 10/7/03 - l.l..J <..:I o 0:: WOOD BEAM SEE PLAN FOR S'Zd '1< ( ( /' ~ CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE I r " I Ilf I I I I I II I II I ~ "I...j'- " 11,.... , ...i V V,:""JJ .... ,.r- ,," '><. JSP HD412 TO BUILT-UP COLUMN SIMPSON LSSU28 (TYP.) ) EACH JOIST TO BM. CONN. I STUD ANCHORING: I STUD TO TOP PLATE: USP SPT4 W/ (6) lad X 11/2 OR USP SPT24 W/ (6) 10d W/ 6 -10d X 11/2 I 2 X 4 SPF I I I A-A M.L, BEAMS SEE PLAN ONLY ONE SHOWN FOR CLARITY USP MTW16 W/ (14) 10d NAILS 2 X 4 P.T. :. .......... 21 '~ I I I I I I I l/: I AT 16" O.C. /lf11 STUD TO BOT PLATE: I USP SPT4 OR SPT22 W/ 6 -10d X 11/2 ~~ i ~ .11; ,"1-............ 1/2" X 8" i'"- VI,: 1= ~ A~CHOR BOLT '-.:Y= @ 24" O.C. SEE ROOF FRAMING PLAN FOR SIZE - M.L. HIP BEAM TYP. 2 X 10 JOIST SEE PLAN ~ .......... ~ _______SUPPORT COLUMN :: ~ BUILT-UP 2x4's OR 4x4 _,'<<< ii ii~2)USPHTA20 ", III II w/14)-10d EA. TO COL. ...... t II ....... ...1 I f TYPICAL BLOCK~ ",,: II' ,II WALL . --- "1 ~ c.:. ...~ ~ '-' J)""" /' ~TIE BEAM I ~ 'r< ~ "0 . ,~/~ 7/16" OSB W/8d COMMONS @ 6" ON EDG E S & 12" I N -............ FIELD ............ SECTION A-A v /v ~ ./ /" I + 11 ./ ./ I + I ././ I + I ............- ./!----' (2) - 2x12 ./ AS SHOWN W/ (3) 3/4" DIA A307 THRU BOLTS (29\SECTION AT CONVENTIONAL FRAMIN1l "--J NO SCALE 51/~ 4" 4" 51/2" LINTEL DOUBLE GRIDER TRUSS SEE PLAN - BEAM @ RAISED ENTRY I 2K ,MASONRY WALL \ I NO SCALE REV. 12-18-02 AS UPLIFT CAP. AT HEADER - 2510# - .J'..r'i-- 1"........- 8" CM U W AL L - (16 \ KNEEWALL @ ENTRY \... I N,T.S. - REV,11/27/02 l.l..J lJ..~0:: .00::0 l1.J lJ..lJ.. 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D... 0:: 8-7 0 0 l.l..J ~ 0 OF I (/) 25 :::) (Y) 0 0 LAST PLOT DATE ('IJ March 11, 2005 @ DETAILS ... TIE-BEAM FILLED CELL Wj #5 VERTICAL 1/2" X 8" A.B WJ2" WASHERS SET IN TYP, FILLED CELL MIN, 5 PER JAMB. .. OVERHEAD SECTIONAL DOOR TRACK WI 3/8" X 11/2" STEEL LAG BOLT Wj WASHER. MIN. 6 PER TRACK TO JAMB. (5) 1j211 DIA, X 8" "J" BOLTS PRECAST LINTEL P,T. # SYP 2" X 6" 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 Wj 3/16" X 3" TAPCONS 6" FROM ENDS AND 16" O.C MAX. FASTENING TO WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. 2X BUCK DETAIL SCALE: N.T.S. W (1)~ ~ ~ -l ~=:JO ll..<:t0::: (J)+' <:t '00::: 0 Z W ll..ll.. CO Q f-w f- Q,).- ~<(CO <:to~z (1)U (/) 0 W ~-0:J ~~ (/) ><~O:::O W (/) ~ L SECTIONAL U O:Jll..U ll.. W -rl O:::OzU I (/) 0 0 I- Q.. w<:t (J)COg: <.!J 0 Q..~~f- Z @ <:to<:to (1)eS OVERHEAD z wO:::f-z 0 O:::ll..w - 'OJ) u:: -l 0 DOOR W <:tzo:::o ca.- - :J ......J ~ 7 C!) ow<:tO ..(/)5:: a:l <C W~(/)o oQ)W 0::: -rl <t f-~ZZ "CIU f- I- o o<:t E ~ :JW-w 0 O'O:::(/)~ 0 <:tZ (/) ~ ~(/)w<:tz (/) w c.:lZ~B:o 0 U "1 ......J('f') 8:~ ~QOof= a:lo -rl w o(/)O:::f-() wt'- Oll.. ~ orEO~:::::i <.!IN ('f')<;j" @- <t ll.. O::UQ.. z('f') ('f')0 w~wOQ.. <:t......J ('f')('f') GARAGE SLAB ::J o:::of-ffi<:t O:::l.l.. NN "1 0 o . 60 <:t-lz ......J ':2~co :J -O:::......J -rl U) O'......J . <:t (/) Q.. co (/)<:t(/)O~ O:::......J' l!) 0 r-:.. r-:.. @ ......Jw......JO <;j" Q.. 0 0 -l>~zo::: O"l <:t <;j" <;j" ~ <:to <:to co w <.!J co 0 I ~ C'\I f-. (/) $: ~ Z <.!JZ <:t~~ ZOw O:::C'\I~ (I) ~of=8 O~~ z ffiz()u w~l:8ii 0 ~~u::<.!J II~, ~ =(/)-Z f-f-...II.JJ ::;) <.!JO:::~o 0:::ll..1.I..Q. ...l ZWQ..-l 00.. 0 wO(/):S(/)ll..z~r5 !I) WZ(/)a:lZOO .Q Z I:JZwQWf=ZO:: ~~:5~~~gs~5 ~ o <:t Q.. 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(/) U Z 0 l!) o o N .-1 .-1 ..c () ..... ro ~ o o I.D w I- - 0 :J ~ Z U1 r- t" OOr-t" - > I l\1 U1 ..J [J'\ In - Cl] 0 I ~ lJ) [J'\ OW['l']1JJ ~~['l']t:' a.I..J['l'] U1 I.J.. r- I I- ~ CO ~U111.' r- W r- ~ ~ or- z o o IJJ o Z W l:l(/)Z cnI<:2 0 Wf-(/)W::J oz(/):::!<t: OO-I> z:;;!;t:~(/) <t:NWO::u; l:l"~00 ~0::000 ~~wwu <t:OI<i!f- 0:: f-wZ O::Jo::(/)W sa~tO~ ~sa<(~G w ~ n:: U >-u..z Zf-O <:tz- I- ZW~ -(/)> OZ- o WO 0 Uu<:t Z:J 0 OZ- OwO::: I- 0::: ~ g Q..-ll.. I W O:::-l O:::$:<:t '1""1 W W n:: \",..; a:lIf- f-f-rE Of-U 0::: Z:J >-00..: >- <:t I n:: ~t::0 f'\ $: U L...L. ~ 0::: W O ....Jw ~ Q..zO () (/)ZI :i:<:t(/) f-~:J Q.. n:: o U W ~ o I (/) :J ('f') o o N @ DETAILS ~ 4" -f- r ".~ :::e 14" TV?, t-f- 14" TYP. l " '" . ~ 4f:~ .. co ""~ PI" 14" TYP. 30" ". t:- - ~r ~ 14" TYP. ,~~ 14" TYP. L~ J-:;f: DOOR LABEL PRODUCT ACCEPTANCE NUMBER - DSI-222 FINAL ANCHORING OF I\. WOOD fRM.lE UP TO 5'~ X 5'8 SINGLE: INSWING UNIT W/WO SIDEUTES PRODUCT ACCEPTANCe No.: 051222 lo.. P 4 r-o" f ~ ~@ r1 r"-'D' -cv cv- 0"-1 r- rJ}- 30" ..!A . ... " P r" -(}) ::@ -cv 0- t'Bt.... 5 1/2"/ t y-'(' 30. ,. ~ CV_:z. 'Bf-. -(j) CV - ,. t"1 -r. ~A. :::@I! :-~ tp cvnl W 1;a~ · 1/'.:J t- - 3 1110 X5/8"ILE f'lAT HEJD 4 1110 x 13 4" Fl,.f.THtID 6 1110 l( 2" f'lAT HUQ 7 1# 1 0 l( 3" PHIUJPS IV< T H(J.D 4 ~ 2" TYP. 4"/2.~'"/" -I f-, 2" TYP. r- .T -"'1_ H --:u- . ~ cb d> ~ -cD' ~'D' Q)- ~(i) (i)_ 'Bt.... ! 'B'- " l ~ 5 1/2" L I (lL r<v 30" 'c '.. _'C' -CV _'A' (j) , '-i fp_~ ~ -l (j) (j) 1-. 1/'l' 1/':'-...l I- w @ ~,. i 9 7 jS" , .~..1..J lfi':r -- f-Jo--' ~~ ~ . .. r:r HlNGE DETAIL .llmt: iIItiDI SIOll.ITl IS AlT.'QlCI) TO 1#1<<. JNJIl'/1 I[S) ~ IAIST 9t IJU'l) ~ OF A ~ SCR€rIf ~ ... 'C7J SCREW PDt $CREW SCHi;OOtE. . 'E'" ' ~ ~~.~ o ., -r LA'1T:H DETAIL ~ I'IHCN S1OO.ITC IS .-.rrACHW TO lJ<1CI1 ..w.tI use 1# 8 l( 1 3/4" F"H1U.JflS fV.r ~ SCRI:WS IN S1Jfjj(E Pt.A~ ,tMJ I (4) SCR(W If4PU,CE OF # (7) f"ROl.I ~ SCHEDUu:. r-'(' ,,& ~;~~ .~ ~~~~ ~~~ ~ sa: LOQ(~ ~ACruJlfM ~ .:::-r I,.~~ ~~1OIC THR~HOI /) ~~\1 JN~MNG THRESHptD ... (~) ~~ BARRIER-fREE: Thruh<lld Size: up to 5'4 x 6'8 Product Acceptance No: D81-222 ~a(woodjamb) ConiIguration; 2'0 2'4 2'6 +80 -80 +80 -80 +80 .80 x. OXO. XO. OX 2-f\ J-O +W -8U .,~O -80 +W .{',() +<j)- 4J +SO /;;7 +50 -.c..u ':5O'.Q{) +S()Ji!~ Single Opaq~ W/Sidelilcs SinsJe Qw.1'd WISideli1cs (Door don not m<<t M1ssU~ Impact) Test '110-19S7. 210-2024 + 7S -80 tM -77 ~-71 Wa, ~.: Nan Ya P1a51ics 1 f'lastpro Livin,w>n. NJ Q7()J9 NAN Y A PLASTICS CORPORATION I PLASTPRO, INC. DISTINCTION FIBERGLASS DOOR PRODUCT APPROY At TEST RESUL TS lNSWlNG: Opaque and Glazed Max Door Size: 5'4" x 6' 8" DESIGN PRESSURES DescrIption Single Single Single Single Single OPAQUE Door Size f-ressllres 2'0" x 6'8" -+80 -80 2'4")( 6'8" +80 -80 2'6" X 6'8" +80 -80 2'8"x6'8" +80 -80 3'0" x 6'8" +SO -80 Descri~tion Single Single Single Single Single Drawioa # 99-01 99-01 99-01 99-01 99-01 Single w/sl 2'S"x 6'8" +60 -60 Singlew/sl )'0"x6'8" +60 -60 99-0 1 99-01 Single w/sl Single w/sl ConfiguratJon: X, axe, XO, OX Test ASTM E-330-90 AAMA 1302. S ASTM E283.9l ASTM E331-9Q TESTS ~rlptfoa Uniform Static Air Pressure F orCtX! Entry Terl LocatJOIl National CAtified Testing Lab Orlando, Florida National Certified Testing Lab Orlando. Florida National Certitied Testing Lab Orlando. Florida National Certified Testing Lab Orlando. Florida Test Date 11103/1997 04/0Vl998 1110311997 04/0111998 III0311m 04/01/1998 1lI031l997 04J91!1998 Air Infiltratioo Water Penetration Product AcceptancelLabel No: DSI-222 --..----------- Dool" Size 2 '0" x 6;8>> 2'4" x 6'8" 2'6" x6'8" 2'8" X 6'8" )'0" x 6'8" 2'8" x 6'8" 3'0" x 6'8" GLAZED Pressures +75 -SO +64 - 77 +60 -71 +56 -67 +50 -60 Drawin~ # 99-04 99-04 99-04 99-04 99-04 +50 -60 +50 -60 99-04 99-04 CertJl)'ing rklrld. Ene/neer Test ReDOrt /I and License Number 21 0-1 987-I.Zr .,. Barry Portnoy 210-2024- 'rJ,v P. E, No. 16258 210-1987./, z..J, 'f' Barry Portnoy 210-2024-1(, r, ~ P. E. No. 16258 210-1987 -I, !.J, Y Barry Portnoy 210-2024'1-:U P. E. No. 16258 210-1987.',2,1't llattyPortnoy if *;;"iZl-~; NO.~':; f /f/W/Y1 Y 11<. Description Double Double Double Double Double DOOR LABEL PRODUCT ACCEPTANCE NUMBER - DDI-224 FiNAL ANCHORING OF A '0'1000 FRAMe UP TO 6 '0 x 68 DOUBLE fNSWING UNIT PRODUCT ACCEPrANC['Jo. OCl224 4" TYP. i f 0", ~ >- r 6" f .nrv I I I 1- =( 0" ---1 r i~ I 1==@ CV ~'B' ---cv --.!A' &IM r f- rL--1: 14"~~ \ L "-r ::; "'n~f-I tf j:i w ~f- m. (1)- ltJlClM -(f) ---{i) I =@ ~ S 1/2" i-- +--r @= 0- i I J -0 tBt.- -0 -CV ~fW -JL <$ 1./z- 0- o (<;\ L0' l!J = ~ 0, If --r0~- 4 1/2:j J-l1/'- t. l/,.J L 14" TYP. Lf-- -e---- Lf ... -...!A' SCRE'''' SCHlIXJU 3 10 x 5(S" PH/UJPS ru. r HOD 4 10 x 1 3/4" PHIUJpS rLAT kOD 5 10 x 2" NHUJPS fL.I.r kOD 7 10 x 3" PtilUJPS Fl.'" T HOD i @t-----... 9 7/S" ~~rc/O-J 3 ,-,"_fL) , ~ -r/'- ~ sa UX;1t "n:. ~ ~~~.~ ~ we- LltTCH DETAIL "S" HINGE DETAIL ~ ~ ~~ ~t' ~ i"I ~"-.. 5 1(2' I \-.J l::t ~ " ~~ t-.'~~ =: t..OCJ( _________ 1)1:::::-" JoWItF AC ~ ------..,.", ~ -V' ASTRAC.l.L PLA.TE NAN Y A P'LASTlCS CORPORA nON 1 PLASTPRO, INC, DISTINCTION FIBERGLASS DOOR PRODUCT APPROVAL TEST RESULTS INSWING: Opaque and Glazed Max Door Size: 6'0" x 6'8" DESIGN PRESSURES DOOR LABEL PRODUCT ACCEPTANCE NUMBER - D8S1-226 FINAL I\.NCHORING OF A HOQD FSNJE UP TD 5.... X 8'0 SINGLE JNSWING UNIT W/WO SlOELlTES PRODUCT ,A,CCEPTANCE No.: 085/226 '1 ---1 r 8" f f-I0 1 D=~ C!) ~D' -0 :@ -0 'BL- . 5 1/2"1 t 0"-"1 r- 01'- (J L...- rf- " 12'~€-. TL 12" TYP. 25 1(2". ~f- 12" TYP. ~H ~i-' 12" TYP. 25 1(2". ....:-A. ~.f- 12" TYP. :S--~f ~f-- 12"ff- 251(2". --<D 0- 12" TYP, Uf 1::15l I7l Lf-: . J--.!A' 1-r.1) t 0r- -J W 1/'-t' 1/r--J L 0- 0- [. 0- 'll'-- 0-f-- A ;r; 0- -<J) ::@ -(i) (. SCAf:W SChf:tJUU: i) T 110 x 5 (S" I'l<IllJ'S FU T HOC 4)1 HO l( 1 3(4" PHIU..f'S FU T H(.ooj) '511 #10 x 2" l'tilUJl>$ fUr HOl1 1) I no x 3" PfilllA'S FUr HlJ.D 'Ir'~' ~~I @s::: 9 7(8" ~- [j,tt:.1J 0--~[:J "Ir HIN<;E DETAIL ~ ~ &OOJ1(~~ TO HrH<;t ....., " , 4 UlJS1' lIf."lIStD OF';' 5~ AHO A I 7 SiC1tOt ~,ll(W SCHElXU: 'E' ""'" ~ ~~ ~ '" we- LA1T:H DETAIl. .elQIE: \IItjQ/ $lCl(I.!l'!' IS ... 7TACHEO TO lATCH JNJ8 IJSl:. S x 1 3(4" Pf<iU.JI'S Fl.ItT ~ rn: w $lRII(E PV.~,' NIO I 4 SGRCwII NPUa OF , l?) ffiOIJ SCHrotJlL ,,~ ~ ~~~ 5~'~~~ ~ !it:! LOCI(~::::-- u.<MF~ -----.. ~ € 2" TYP.~. -r --1 r' 1/2-r · 112"--1 "1 r- 2" TYP. ~~ ~~.... INSKI/'IG THP.I'SHOLD L- 4" L:' 12" ~:. '" _tyr-~ 12" TYP, . 25 J.(2" ~ 12" TYP. ~ t-i--' r; -L 12" TYP. 2S 1/2" 12"t;- &-~f "" ~TYP . I ~ . 25 J.(2" 12" tt-- ~. r - Lf-- ..: -..! A . L 0- f-'A' 'e'- CD- (J) (j) a ~ l--; 1/2" t . 112'..1 t- I l..... ~ 1)C7J -0 r..... '-!.I I ""0' o -0 CD '&'~ (j)- '1l!,. (i)- -(i) ~\) € E t 51(2" t ~ --<V _'C' f-Q) ,- ~ -. IHSWIHG fHRF>HO/ D I o"t:<>o1 01) ~V'oJ''''''''b flAffR1 rR - fRIT Thr.,no!d cb 7Y.7Y7 'CL.. \ .r'E' c-r-~~:q I~>;G THRnHO/:D 0- 0-- ~'-1 INSwlNG ~[) (~l .,..- ~ ~~ S= uptoHxS'O Product Acceptance No: D8SI-216 in3win& (wood jamb) C oo.!ig\ll1luoo: 2~ 2'4 r6 +99 -g9 +89 -89 .114 .114 X. OXO. XO. OX n )'0 .i8.n +70-70 '53,>4 ~.Ol ~50 ~ +78.n _70-70 'B_~ -<>4.0 I .50 ~ S~le 0p0q'JO! WlSic.leli\c:S S~!.: Glo=! WlSic.lelib ,D<>o< <loe's not n>ed Mimi< lml*'-) Te::st' 2\O-2024,4,5,6.10.1l.l2 +99 -99 Mis. by: Nan Ya Pl8Stics I P1.o9f'rO LivingstQn. toil 070N .89 -89 .84 -Il4 NAN YA PLASTICS CORPORATION I PLASTPRO, INC. DISII~CTlON FmERGLASS DOOR PRODUCT APPROVAL TEST RESULTS INSWL'\G: Opaque and Glazed Max. Door Size: 5'4" x 8'0" DESIGN PRESSURES DraWLnll: # 99-06 99-06 99-06 99.06 99-06 OPAQUE Door Size Pressures 2'0" x 8'0" +99 .99 2'4" )( 8'0" +89 .89 2'6")( 8'0" +84 -84 2'8" x 8'0" +78-78 3'O"x8'0" +70 -70 Drawloll: # 99-01 99-01 99-01 99-01 99.01 OPAQUE Door Size Pressures 4'0" x 6'8" +74 .82 4'8")(6'8" +64 -70 5'0" x 6'8" +60 -66 5'4" lC 6'8" +56 -61 6'0" x 6' 8" +50 -55 Drawin2 If 99-08 99-08 99-08 99-08 99-08 Description Double Double Double Double Double GLAZED Door Size Pressllres 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 -SO Description Single Single Single Single Single Configuration: XX Test ASD1 E-330-90 AAMA 1302.5 ASTM E283-91 ASTM E331-96 TESTS DesuiptioD Uniform Slatic Air Pressure Forced En try Test Locatfol1 National Certified Testing Lab Orlando, F19l'ida National Certified Testing Lab Orlando. Florida National Certified Testing Lab Orlando, F10rida National Certified Testing Lab Orlando. Florida Test Re~rt 1# 210-1993 210-2Q24 210-1993 210-2024 210-l993 210-2024 210-1993 210-2024 Test Date 1 0/031l 997 04/0 Ill998 10/0311997 04/0 III 995 10/03/1997 04JOll\ 998 1 Ol03J 1997 0410111998 Air lotiltratioo Water Penetration Product Aceeptance/Label No: DD1-224 Single w/sl 5'4" x 8'0" +53 -64 Single w/sl 6'0" x. g'o" +50 -60 99-01 99-01 Connguration: X, OXO, XO, OX TESTS Certlf}'lag florid. Engineer al1d LlcellSe Number Barry Portnoy P. E. No. \6258 Barry Portnoy P. E. No. 16258 Barry Portnoy P. E. No. 16258 Barry Portnoy '::~f& Test ASTM E.330-90 Oe3trlDtlon Uniform Static Air Pressure Forced Entry rest Locatlon National Certified Testing Lab Orlando. Florida National Cortitied Testing Lab Orlando, Florida National Certified Testing Lab Orlando. Florida National Certified Testing Lab Orlando. Florida AAMA 1302.5 ASTM E283-91 Air Intiltration ASTM 8331-96 Wattt Ponetratlon Product AcceptanceILabel No: 0881-226 Description Single Single Single Single Single Single w/sl Single w/sl Tut Date O4JO 111998 04JOlll998 04/011l998 0410 [11998 GLAZED Door Size Pressllres 2'0" x 8'0" +99 -99 2'4" x 8'0" +89 -S9 2'6" x 8'0" +&4 -84 2'8" x 8'0" +78 -78 3'0" x 8'0" +70 -70 Drawin2 # 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 g'O" +50 -60 99.04 DOOR LABEL PRODUCT ACCEPTANCE NUMBER - D8DI-228 FINAL ANCHORING OF ^ WOO.fLEBt.ME UP TO 5'0 X B'Q - DOU8lE:' fNSWING UNI r PRODUCT ,6CCEPTA/.JCF: No:>. 01301228 L--- ' ,6" ~ 6'. -'1 I-- 6" 4"r+ ~ @ ~O' 12" .TYP. ~ ~~, cb ~f-. I ,_0)-8 12" TYP. ~f-' 12"TYP, 9--i---f' ~€-. 12" TYP. 12" tp~ . b+f ~f-' I 12"~ I I -0) 12" TYP. J}--Lf =0 0) CD Lf-: - --.!.A' h<D I I. I .J W 1/." L 4 1/2':-1 J- L ~ 4 1/2" t 6"-1 r 1- 0= 0)- -0) =0 -0) 0)- 0= (i-~" 'c' ,~.= illM \t ~CTrv[ % ~ -!,A' -(2) =0 -0) 0- I I 0- 0= 1- -J L41/." SCR(W SCI-Jl:.Dl.U 3 10 l( 5/8" PHlwPS FUr HOD 4 10 x 1 3/4" PH~ "",T I"lj.D 5 10 x 2" Pl-flt1..PS fL.I. r HVoD C1 10 x 3" ~ FUT Hv.D r:t.r i @ 9 7/8" ;t::;~H.J - rt-~ sa t.Do< W~~ ~ ~ .,~ ~ "C-' LATCH DETAIL ~ "lr H {NeE lit:U./L ~ ~ ~ ~~ :'---..~ ~"- ~;' ~~ "- tJ>ft' ~ ~ sa:WO(~ w.M,Jr JCruF'l [lIS IfoiSTf'I.IC~ "U' ASTRACAL PLATE NAN Y A PLASTICS CORPORATION I PLASTPRO, INC, DISTINCTION FIBERGLASS DOOR PRODUCT APPROVAL TEST RESULTS L'lSWING: Opaque and Glazed Max Door Size: 6'0" x 8'0" DESIGN PRESSURES ~ ( " G' fj I.. ~ U"5Wl~a THRfSf.IOtD ~ INS'WIG n;R~HOI.D Co.._) ~ ~1f'R-FRfI nw-..~ OPAQUE Door Size Pressures 4'0" It 8'0" +99 -99 4'8" x 8'0" +89 -89 5 '0" l( 8'0" +84 -84 5'4" x 8'0" +78 .78 6'0" X 8'0" +70.70 Drawilll!/4 99-08 99-08 99-08 99-08 99-08 Description Double Double Double Double Double GLAZED Door Size Pressures 4'0" x 8'0" +99 -99 4'8")( 8'0" +89 -89 5'0" It 8'0" +84 -84 5'4" x 8'0" +78 -78 6'0"x8'0" +70-70 Drawini! # 99-06 99-06 99-06 99.06 99-06 Conliguration: XX Tut Rtport II 210-2024- 4.5,6,10.11.12 210-2024- 4.5.6,10.11.12 210-2024. 4.5.6.10,11,12 210-2024. 4.5.6. I 0.11.12 Certit)'lng Florida Enellleer aad License Numbu Barry PortMY P. E, No. 16251___ Barry Portnoy ~o. 16258 Ba.oTy POctI\oy P. R. Nu. 16258 =<< 8a.-ry rortnoy P. E. No. 16258 f a If'I'I} I, {j^v ASTM E283 .9\ ASTM E331-96 Tut ASTM E-)30-90 AAMA 13()25 TESTS DeKrh>t1oll Unifurm Static Air Pressure Forced Entry Test LOCltlom National Certiti~ Testing Lab Orlando. Florida NatiQnal Certified Testing Lab Orlando. Florida National Certified Testing Lab Orlando. Florida National Certified Testing Lab Orlando Florida Test Date 04JO l/ 1998 Test Report ~ 210-2024. 10.11.12 210-2024- 10.11.12 210-2~24- 10.11.12 2 \ 0-2024- 10.11.12 04/0 lI1998 Air Infiltration 0410 III 998 Water Pj'fIetration 04/0111998 Product AcceptanceILabel No: D8DI-228 CertifyIng Florida Engineer and LlcelL!le Number Barry Portnoy P. B. No. 16258 Barry Portnoy P. E. No. 16258 Barry POctI\oy P. E. No. 16258 Ban)' Portnoy ~~ '.RNo. "'" f.fJtZ {Jrf fJtlJO 1,:JI UJ U I- o Z lLJ o ~ o ~ w et: .a: ::J 0' U) W ~ l.J...<n::: 'on:::O W l.J...l1.. I-w <O:2:~ ~-o::) x~n:::o O::)l.J...u n:::ozu D..,<;:w< D.."",~ <0<1- W 0::: 1-0 o:::l.J...wz <zo:::O OW<O W~(/)D I-~ZZ gwQ< O'D::(J)W <Z:~ ~(J)w<z <.::lZ~a:Q ~QOol- 0(J)D::f----(5 offiQ~:J l.J... n::Un.. w:2:wOD.. o::r:::f-----l<( <'.-JzCO ::;l--J- :::J 0'--1 .D::< (J)~~~~ --Il.LJ--I0>- -l>~zn::: <0:::><0 W <.::l ::r: z: co f----.(J) ~ ~ ~Bl.LJ <(DM Y'o~8 5~~ ffiz<u w~~ii W < ~ '''' -.- .... z: I- LL ...... :r: -'- - . _(J)-Z: I-I-....Il.l.I (;In:::~o n:::LLLLQ. ZWD..--I 00.. WD(/)S(J)LLZ~E5 wZ(J)roZDo ~O :r:::lZwQw~z~ ::~::S~~~6~5 O<D..::r:Gj~D..g , t;;w~t::c:r:Cl--l=: wgn:::3:C"iozci..Jl.l.I COw::l"o<::l.....cc ,,' --I f---- .... 0 f---- ....I ::z: I:;::Ua::NwUQ::U I-O~:2:2=0~~:E 8~t;;83<nt;;DD . ~~--I en+ol~(J) Q).~ 0 ffi Q)UU;Z .:.:~~~ 1(/)025 en C'a if <.::l ~Q~ ~ C'U.- ~ ::) ~(/)n:::co OQ)t3 e"CI ~W ~~ ~~~ ~. 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I- If)a.If----WO< O'l<o..(J)UZ: 0 ~ o o N >ri >ri o o Z \D o w ~ ~ ::J > UJ - o <t o ~ o ...J I.L. ..J <t ~ I- Z W Z tJ 0 o IJ) o ~ C' · r- t' Q I N ~ IJ' Ul CD 0 I \D ID W M IJJ ~ M t' o I :r ..J l"'1 U1 lL. r- ~ <t: OJ U1 Il I W r- ~ ~ .1- o Z W c.:; Z v;~~ 0 Wr-(/)W::J OZ(/)::::<l:: OO-I> Z~t:::(/) <l::NWez::~ ,-,rl~OO ~ez::OoO :i:PwWU <l::u-I--'f--- ez::Of---L:)z D::Jez::(,/):J:: ~~tOez:: 2=~<l::~i3 C\J(/) LOZ ('\JO ~U) > W 0::: w U :2: o >- 8: -.I Z ~ <~O z:W~ -(J)> OZD t30< ::lUO OZ- OwD:: D::I-O 0..!:::0: wO:::...J o:::~< WWD:: roIl- f----I-ffi Ol-U Z8o..: ~::r:n::: ~!:::O z~U :S85~ o..ZO (J)z:I -<(J) ~2::J w ~ ~ Z Z <( -l a.. (/) ...-J - <( I- LJJ o I- a z l- I (!) ~ >- Q.. o () SHEET NO. 0.. 0::: o U w ~ o I (J) ::J M o o N @ S-9 LAST PLOT DATE October 11, 2004 PLASTIPRO DOOR DETAILS w Q)t/) ~~ ~~ lL.oCt:o Q)Q) ....J c:::JO W' 0 0:: lL. (/)+-' oCt: (/) f-wlL.f- Q>.~ Z 0:: oCt:o~Z 0 w <(cc ~-o:::) (1)U V; Z W x~o::o ~o (/) g () o:::)lL.U W (/) n::OZU t/) lL. W o.~w<( I (/) 0 0 I- 0. ~f- (/)C'C n:: 0 0. l? <(0<(0 Z Z wn::f-z C1)c8 6 n::LLW -- 'OJ) u: oCt: zo::O ....J W OW<(O ca.- - :::) ....J (!J W~(/)o :r..(/)tr: aJ ~ f-;'::zz OQ)w n:: ~ o 0<( E"CU f- :::)w-w ~ a on:: (/) 2: 0 <(z (/) t2 ~(/)wC?z (/) W l?Z~lL.O 0 U ~5200i= ....J(Y) [~ W aJo 0~0::f-<3 wr-- OLL n:: 06J0~:::J l?N (Y)'<:t ~ lL.~ir(.)o. z(Y) (Y)O :::> w wOo. <(....J (Y)(Y) n::ot'-a3oCt: n::LL NN a oCt: z ....J o . 60 :::)....J-(Z-! . ~ co ~ C/) g~:1~~ (/) 0. C9 i.O 0 r-- r- ....Jw<i!o>- '<:t 0. 00 ....J>:s:zo:: 0')<( '<:t'<:t <(0 <(0 ~-l~-_T~ B~M==~~------ 1[Ii: j E~1~tST m1 f--: .~ t I r21- --j "'" ~ ~, 1/2" X 8" A.B. W/2" WASHERS SET iN TYP, FILLED CELL MIN, 5 PER JAMB, .f o ,..,... ~ M1AMilO BUll.DL'<{; CODE COMJ:>lL\J."iCEOFFlCE (BCCO) PRODucr CQ;\'TROL nrnSlON '~ 1"..,,,.................1.......,,.... MIAMH)ADE CQUNTY,.FLORlDA. MB11W..,OAO.8 FI,.ACUiR .~t:nJ)lNG 140 WES!' FLAGLER STREET, SUITE 1603 M1A.\1I, fL(,\R.)J)A 33 I }()-156 3 (305) 375..Z'iOl FAX {3Q5} ~7S.2908 r~ FILLED CELL WI /1' #5 VERTICAL . /./" /' /. // r- (5) 1/2" D1A. x 8" / / / "J" BOLTS / / / / )/ /r CONT. WOOD TRIM '>l:, /.' /' !:" .' b'/ ~ ~ ~~ "" '.' ,-L.........~;:~1.1 di:'~,..:;~::::;E;;;;;.; ::: x6 P.T. \\OOD JI\I\18....__. ~!:.....I.......lli.......~J /itW....n:........ill-....-.. .. DOOR AND CONNECTION PER ..../ I CARAGE DOOR MANUFACTURER TiP. GARAGE DOOR ROOHNG ASS.KMBL y AFPROV AL I L._ SECTiON,\L OVERHEAD DOOR Roofing 07310 A$phalt Shingles C';lteg9ry; Sub..Category;, @. ,.-------------.----.--" NOnc.E OF ACCEPTANCE (NOA) .. CertaJnTeoo CorpQ~:-at!Q..n...------..,--..,--......--.._--._.........--------..--..._...._.".".........._~ 1400 Un.lQn Meeting RQad Blue Belt, P ,\ 19422 Dimensional Wood '\fat~rla~ D((;~ nAtl o "7 I I P. T, #- L......._..__ ...______....".//. SYP 2" X 6" ;1L_[- / ! . " . .... ~ ; .......--.--...-1...... ,/ ., . I 'T ;..;1 @ '"........~ ' ''''''GARAGE SLAB :T, I ~ ' --~t- 1. SCOPE This revises CerfainTecd Landmark 30 and AR (aulI WideTrack QR), Ctli.ainTecdLandmark 4<t and All (and WideTrack QB). CertainT(cd Landmark 50 and AR (and WideTrlick QB) Shingles as manufactured by Celtainfeetl Co.-potation desuibed in Section 2 of this Notice of Acceptance. w '-' 00 I Z N f- - (D . (/) :s: (D \"i ""zzoUJ ctNtO.. (/) 0 0:: n "* (J) . of=o 0(D..J Z 8J Z oCt: (.) w (/) Ln U. 0 lJj oCt: ~ '-' I I "* . 1-- zf-~z f-f-..JLU -. - (/) 0 - lL. U. Q. oJ '-' 0:: woO:: 0 . ~ ...J ZWo.....J 0 LUZ 0 w 0 (/) :5 (/) lL. Z Q. LU (J) wZ(/)aJzoo~c I:::)zwOWi=zc:: Z f-Oo<:!IU)~o:::=:J CJ lL.Z-lf-5woOcn o <( a.. I w (/) a.. a:..; c:;; f- W -l f- 0:: o....Jl:O..J ~ ~'-'0?5(Y)zO?'LU roO:::);;'OoCt::::)~~ < wf->-O I-..JJ: C W....Jt)....JNOUO::(,) ~~~~2=~~~~ oa ~ ~ tIi g 3 ~ t/)D 0 ~ o Z 0) o (Y) N Z ~ 52 elf ~ ~ b(/)~ E '<:tetO:: o XwO rJ) <tW::C rJ) L.L.zf- g('l")LO(3:::) aJONZoCt: Cl.l r-- .-1 w olL. 'O.QNN C:(Y)<t~w ~-!.-1et~ ' olL.eIf:::)(.)~ 'ror-f-- (/)..::cOU!:::.--1 Q.'<:t::)f-O) W ~ 8.::ce:ffio ~ O)<(o.(/)UZ 0 SCOPE: This NOA is \x:lug iSS'IlCd under the applicable w1es and regulations governing the use l)f construction materials, The documentation subn-utted has bt.'en reviewed by :Mianu-Dade County Product Control Dhision and aceepted by the Board of Rules and Appe,\ls (BORA) to be lJsed in .Miami Dade County and oth~t areas \vnere allo\'ved by the AtJth(,rity HaYing Jurisdiction (AB)), Ibis NOA shaH not be valid after the expiration date stated \x:low, The Miami-Dade County Product Control Division (In Miartri D,'tde County) and/or the AHJ (in areas other than Mi~nti Dade County) reserve the right to have this product or material tested ftlt quality assurance purposes, If tbis prod1.lct or material fuils to perf0t'l11 in the accepted marmer, the rnanufacturer will in.cur tl)e expense of such testing and the AHJmay im,mediateIy revoke, n1ooity, or suspend tbe use ofsoch produ.ct or material \vitbin theirjurisJktion. BORA reserves the right to rev\.)ke this acceptance, if it is ddlttmined hy Miami.Dade County Product Control Division tliat this produt;t or material fails to meet the requirements of the applicable building code, OVERHEAD SE.CTlONAL DOOR TRi\ct\ WI 3/8" X 11/2u STEEL LAG BOLT W / \'v'ASHER. MIN. 6 PE.R TRACK TO JAMB, 2. PRODUCT })ESCRIPTlON f.n>du\'t pimen~ion~ .I L- FASTE.N PT 2X NA1LER TO MASONRY Wj 3/16" X 3~ TAPCONS 6~ FROM ENDS AND 16" Q,C MA.X, fASTENiNG TO WiNDOW TO BUCK RESPONS1BIL\T'l' OF WINDOW MANUFACTURER Product Dcstriptioll 'l'l.;s! Spcd.fjcatlons P A 110 A lwa vy weight, 2471b/sq, dimensional asphalt shingle. PA 110 A heavy weight, 2641b!sq, dimensional asphalt shingle. PA 110 A heavy weight, 2961b/sq, dimensional asphalt shingle, proprietary Accessory shingles f~)l' hip, ridge and starter strip applkations. Certainteed Landmark }O :md 13~/4" x 38 %" AR (and Wj;JeTrack QR) Certainteed Landmark 40 and 13~'4" x 38 W' XR (and Widt'frJck Q13) Certainte~:d Landmark 50 and 13~~" x 38 :;14" AR (and \VideTrack Qn) Accc$sorj Shingles \1anous TRACK lV'lOUNTING DETAil 2X BUCK DETAIL SCALE: N.T.S. SECT. OVERHEAD GAR. DOOR INSTAll SCALE: N,T.S. This product is approved as described herem, and has been designed to comply with the High Veloeity Hurri<:ane Zone of the Florida Building Code. llF;SCRll'110i": I.andmark 30 (and~AR) (and \VtdeTrack QB), J~andmark 4(} (and-AR) (and '\jd~TnH:k QB) a.nd Landmark 50 (and-AR) (a.ad WideTraek QB) 3. EVlDEi'lCE SnUUTfEO: Date Xest N,\meJRI1-11o:rt Ie:;t Identit1q nst <~g\tnJ;X () () ~ Q) -.J .- J ~ Z () -0 "'t 0).= ~_ I. -(1) (fl. > 0 N ^Q)~d) w L ~ I -<{()~~ lL -55 · r~1L~ -<{Q)~(i) 1--3 {L I r- E- .~ Zt- o () \.\) 04/01101 01112/01 11/12;02 UL 790 P A 100 R6S4 PCTC-D 1..02-0 1 CTC-006..02"O i Cndd'vriten Laboratories, me, LAllKLlNG: Each unit shall bear a pemWlcut label 'With the manufacturer's name or logo, city, state and foUO\".-ing statenxcnt; "Miami-Dade County Product Control Approved", unless otherwise l1{~ted herein. PRl Asphalt Teehnok'g:es, Inc. 11/30/00 11/08/02 Wind upliftreslstanccPA 107 RENE\VAL of this NOA ~haJ1 be considered after a renewal ap-plication has. been filed and there has been no ch,mge in the applicable bu.i1ding code negatively affecting the 'performanc~ of this product TER.\llNATION offuis NOA ,,'ill occur after the expiration date Qf if there has bt.'en a revisll}n or change in the materials, use, and/or manufacture of the product or process. Misuse of t11.is NOA as an endorsement of any product:, for sales. advertising or any other p'\.ll-pOSCS stH~n aut(lmaticalIy temtinate this NOA faHure to ':ol1.1ply wjl~ any section of this N01\ shall be cause for h.'tl'liination and removal ofNOA. ADYERIlSEMENT: The NOA number pre~eded by th.e \vords Miami-Dade COtU1ty, Florida, and rol1owed by the expiration date may be displayed in advertising lite.rature, If any portton of the NOA is displayed, then it shaH be done in its entirety, INSl'ECnOZ\': i\ copy of this entire NOA sh<~l1 be ptovided to. the \.lser by the mamIfactl\tet' or its distri1:mtors an<i sb:ul be available for inspection at the job site at the request oftbe Building Oflkiat 1111$ NOA consists of pages 1 through 4. The sL:l.:nnitted dOOllfl1entation \Vas reviewed by Frank Zuloaga, RRC 94NK9632 02NK42448 Cndet','nitt:crs. Labol1\torics, Inc, 4. LIMITATIONS 4.1 fire Cb~S1f:C<ltiQn is not part of this acceptance; reti::r to a current Appnwed Roofing Materh11s Directory for fire ratings of this product 4..2 SU.lll not be instilled ou t'oofme~n heights in excess of 33 ft 5. INSTALLATION 5.1 Shingles ~han be installed m compliance \\oith Roofing Application Standard RAS 11 S, 5.2 Flashing shall be in accordance with Rooting Application Standard RAS 115 5.3 The manufactureI' shaH plovide ckarly \V11ttt:n application instructions. 5A Expg.sure and (;ours~ layout shall bt~ 111 compliance ~rith Detail 'A', attached, SS Nailing ~hJn be in eompliance with Detail 'B', attacbed. FlOORE h FLA6t-4ING IN8TALLATfON _~:.L:'" C~~'f~NO .....) -'....-~ "" .........~ ...../" -, ::':~;::CI" Ii. . ~~~,:., ~~t~~~:-..~-; .... $oS~fjC. $ .-/ "tt;~~ !> ./ 1\'0'\ No.: l)2,,1219.();3 ExptrMJ1.'ll1 Date: 01128/07 Approval Date~ 03/27/03 Page 2 of 4 <::",';><1;" c"'" ,/'/ 6P'EC>~':~C /. 0"( P'~4.~ 1'\0'\ SQ,: 02.tU9,Q3 Eipintioll Date: 02lZ$iQ7 .Approval Dat~: O:lf27/0J PSjl.e 1 of 4 I '" '$,;' AS.f."\~A~": $eA;:"A~"" E:"-.X~a:~"p ~,. O~ b- " C.;' $~':;':':~ :....'S. l"-L......\...~(... ":':::'l' Q ~ ;...o.:C6~ C'r/E~: ~ ~x~ &~,'~'~$ ~....~$.,.,.:{~~::t ~'{.;i,;.y, t.: ?i-...;.,"~f:-lfr !!!~ ZLUOf- ~t::zz i"ijc(c(li! Ll.lU'lO~ O%LU;::) of-ZO ZZ~LU c(oi"ij::! ~:iU'l%o !:~;:==;:j ::~-~~ c( Ll.lO'" OOi:l!~O!!! OO~LU !!l:JLU~8 i=~i=U'lO ~").:,',f~~)=!:s..: ~~~ ft:.\~.:e lllnAlL B 6. 1.ABEUNG 6.1 Shingles shall be labeled wtth the Mi::mn-Dadc Lngo or the wording "M:iarni.Dade CQunty Product Control Approved". 7, BUILDl1"G PER..'UT MQUlRL'\lEN'fS 1.1 App!ic:.'ttionforbmldhlg J.:-ermit shall be accompanied by copies of the following: 7.1.1 This ~1otice of Acceptance. 7.1.2 Any other do<:umeni'S requ.ired by the Bt1ildi.fli Official or the applicable code in order to prol~rly evaluate the installation of this system. .........,,--..- 383/4" --.--.--..,.......--; :.~...,~'" ""~' ,>'....-. ." .. 14.,,'4'" -. :t.....-....---... 12" ..",..,,,........,.-j 1 Z -."- .....\- "'''''''.'''''- Vi --. i r--------..-.. i . i~ -1 r-" I I '1 r~~-l-~~=rk U~ at L1=1_- I ______~ :.....11II( . ! 13 114" I I i.O LO q 0><0 'w~ , r. (Y) 0:: ~,' OJI .-1 N NZ ~oo . uot;("- lOa 1-,,- 2 .- <(20<( C'\J (j) I <0 (/) r-- (.) _ N r--"- '" > .-1 oCt: g C3 1,1 ,0 0 , '-' ....... '~i.O~ a:::8~0~ FIGUfi<E 3~ CO~NEF< DetAIL DETAIL A , ---'- LANDMAFZK 30, 40,50 (AND AR) :......... ,-",,"'-"-"-- 383./4" ..... ......-.--'''''............--'''''...,..., rr7>77~77"'7'77?~~))~};:'7'r,;7frZ' " ';;;;;i<,:;;'~Y';~'/~"~}:;:::?~:;.227>::t.l7>7// .."...."'''.''...t / .!L /. / / / -' /I.L...,,,,,,,,LL.(..A.'L.L.L<'.4--C.",,./.,,.<...L--.n'''.~'' .../.-- ,,' .",...... . . ' ,- , , , t~o.ldln9 iH" fO:f~'{f ~~$t~"f(tafd"""$lt1"~~$: ;f\'.~))?.s:'!::(to 2i 1Z) t ! ,. t~ ~ ~~~ ~'iaSjO "If;{.~.t ~ \~'J:~~_~~~.~~~~" ..-L~_"..,,_"m~_~ '\ 2it __________, : N f.........".""'n.. 12",,""'"'' ""'1"".n.----- 14 3.4 . 1-' 13 1/4 WU:;H;;. {i' ,,,~~::::,,::,,,,,,,,,--,~,,,,,,,,,w''''}.~''-----''''-''-''~'l -~ r"'l : '"....''_n.JIlIlo-{,''.,,''' ~.g. '-,.."'''''.''''''.....'''....'''..'''''~~~~''''..". ..._-~ Ir ' I ~~NG rj'C~.~Ji'-f/ n _/'(2' j L.... ..__...,........L...L__....L______...".....J..___. . .."... LcJ LANLV,l.ARK 30, 40, 50 {N>lD AR} - WIDETRACK OB (Low aDd Stiittkiaro Slope) C€RTAINTEED LANDMARK 30, 40, 50 An dlmeflslor~S SI'KiW'O are in inChes $ 5l8.., FLAel-llNG IN5TALLATION ~ lJ.J 0 () >-ttz zf-O oCt:z- ZW~ I- -(/)> 026 a WO<( UUo Z :::)z- Ow 0:: 01=0 I- a::: ....J 0.-lL. wO::....J :c Cl:~<1: L.i.lL.i.ICl: C) aJII- f-f-~ 01-(.) 0:: z:::) . >-00. >- <(I 0:: ~t::0 w Cl... :S:(.) 2 ~o::w <( a W~ 2 o.zO Z () (/)z::r: :s -o<:!(j) Q.. ~~:::) SHEET NO, Il. cr: 0 (.) W S-10 ~ 0 ::r: (/) :::) ('l") 0 0 N @ ROOF DETAILS FIGU~e 2: WALL FINle~ -....-"."""""" 16 1/4"""""""''''''::::1 l1.1!-iERE ROOF MEE1& VE.RTICAL. WALL '-::;X;(..~.e:::::;, ~'~;N"t'ED ~.)C':iR C~ ~:...AL1. H"i~,--' - > ~~ ~ . . ; ~;~R-.$ ~:~".:~~..... ~~" < 1-;;-. ~~,,~~ ;~;N:,~~~,t ,\;'f t~:~"A~~~\.~~>J:~' -{SOfa1 -"~l ~5 5/84 -'_'_ i~">~""~,\,,"1" e...,l;.:S,~f;. ~~r'<,..ol,,\;'r ~*..l~$ ~,SN'>,Z: :<'i..;"$~:~1..' ;~:~;;~:;il~>t~~1t: _k_ 4 . ~"""r t:~~~tJi~:-:~;>ft '<'~~~,,\,-'~'i...~~~-t \$ ~U~&,;!~~~ j. ," "~"'!"" j ;; " ~. ~ 4.~w, I Xl .fbt:.~ij~Q.Q.~..!~!h~ 1 ~ ~i ". ,'~. ~~ ..-...---f..-..-",- "'2.7112J..---,- --" . -_..k:,~~-""'"''-''E~~;''' ~ . .. -~....,,+...-,,-'-f 33 1/8 ."..."" .--"" ., -~L:rr- i<<}:: Full "=~ .L.."....L". l' "Sll~!~." ".""" JS 314" .""..""""......""...".........,, _..~"...-.".__._-... .~~~2Z~ZZ:~;ZZ(:;;~:~~;7222L!~~I~~r.:.E27Z272;;~Z?Z~;.ZZ;2;:?~'iZ? N.8 i!(!l~ Jrt'+t "ft'Jf "~t~~p~ ~~ {z:'t"d~~ ~n 2: ~;~ 2) t\~ ~ffi~~ lXl~~ 2. r..s~ ~l~$< _,._...........".......... 142,14" ...-..---...............--. 12" ..".....--- \ --/~ _,.-0__..1"""::"1,',. ". ..(""." _." . .^..... "....__...""'~"....m..". ... ".....__ ~," .;,D n Lt<.NCMARK 30. 40. 50 (A,"iD AR} . WiDETRACK Q8 (Steep Slope} ~~-.....,.".," I i ! I Starter , lII"!'Il!!!!'!.J!!!!!!!.. Eaves 13114" ........... ....... 12~ ,.. .... ;_::-:~ 11< ~,.~ ,-.,.}"~ t"~'<'~~~ \ ol/B" i ! I _L.....t \ _J_. :.; .~"...",,~. < ,'-<:,; N'Y! is n.nS 0<::1 !'o..;'I$ REQU!f(W ,<\1' i\Ll v6RTIC.t\l \'VAll \NT};R$'E-'<:;~'lQ"~ \\'nt. "OOf VAU.€YS ~ "001' CFI(,;KIi:1S ~,h~~,t!!~,~"QJ;I~Jh~I,~.~.!g~~!LI5..~,~,;~~b..~J.~I.!;.R~,gQI!9J.t (1\() SeAl-E) "K~J:(i..,t ..'$~').(t;};<$':"~.k~N~';.H~i> END OF HllS ACCEPTAl\CE NOA Xu.; 02-1219.03 E;\pirati{)o l)at~: Oli2&'07 Approval Date: 03127/03 l'age 4 of 4 NOA No.: 02-1219.fB Expiration Date: 021).&,07 Apptlnal Dat~l 03121/03 Pag~ :3 of 4 ---- ---.-.-~----- ------_.-~--' _.-.....~------- --~._-_. -- M\SfER APl)LICATOR'S M\NUAI SHINGtE I . ....1 ... ~1 I h f"1 < r ~I]i[ MURK DIMENSIONS 13 .. fASTENING ........... LOW AN!> S TANOARO SlOfE tNGUSif DIMENSIONS LAMINATED SHINGLES ~~ T ."~~(jJ i 11,,~ Proper Na,ling " "j :) . l , i je lOll? OB)LCl1It:, It) le(iFII the vmed fJl'(J(edUt e felf tIIstallmg /.;1'1i Inated \hlllg!es * LANOMARK Tl lANDMARK SERlES, WOODS<Aff* SE~IES, lANDMARK" 4G IR AND lANDMARK' n * ~ IdeTr,ld, QB F,1"",tI...,,"(.~ 15" t $kit/,(.,> H.~/i?~f~~()1~,J, !~~ e~$-e 1 ape t """'", \ STHP SLOPE ENGliSH l)!MHiSIONS METRIC DIMENSIONS * \\idHr,i~k QE FRONT '\ , .-' _ ~ ......~"''''''''',,:l: .",. ..."". "",'i),~-:o..,... r~e:~:n\ S\n~s f,di'l'il BACK (J'~O€RSIOE OF TOP LAMINATE LAYER For ti!~hnltal tl~/i$li(ws, nfo!(llat1cR on acceptaate ailelnalMI allPlicahCll maWHls and malenalS, Of a copy of tile l}(!}~u~t Wal'tan!~, tot'lact th~ SCIl1'ClI$ l!sled fHilcw BS ,\,/"<'1 i) (E R 1 \ I " tEE I} S HI" (, I Il \ P l' I If \ I {) Ii S \I \ 'It \ 1 ~ CHIMNEY flASHING ......... 1\,) ht ~ ",,~~t':> ~, " " Ltlhi\l.l:k 11 ~hn;k, ld I'rpt':.1t tnefh0'('l'I-' ,l.(h'tl1 f ", Ut" 1" J 4 fki-..../Jll'\< tU'(Ji. nd I (J.r m '(.( 'Ii LANDMARK n B9 1.0 .......... , ONE ROOf.OVER METHOD FOR ENGLISH OlMENSION SHINGLES ........ PREPARING mE ROOf SURFACE FOR REROOfiNG "NfSntW' COMSINEl) Wlili THE fl'v'HOURSE DIAGONAL METHOD i' SEVENS ANO fOURTHNS"1 (',Ol'\~ Wi "" (&,/",.,+{, CJ\RTHSTliIW SlfDiGU HHIC\HlltS M\NI \f, "- --- ~~~~ --- (a'R'f\l""lffD Slll""t:lf, \I'I'IH \]\}l{S MPil \I It) In (j~1:(/'t)'t f). -..,..,."...- (ONflM 1:\(. \ P flit lH)(W: ~ ONE (LEAN-DiCK APPLICATION METHOD FOR ENGLISH DIMENSION SHINGLES .......... flVHOURSE I>tAGONAl MHHOO ("SEVENS AND EOUImHWl l'IU'I'I,RI\G I Hl! nH K .. ; n I'" i r~tH.. <U"Pl1l( l {f",PI"'''' CliIH\I"iYffO StON(;IE \l'I'IIC\lORS MOil H (1;4"<,1 n CFHUNI'l1110 SH1N(.j R \PHHHol(~ ~1\Nl H N!JKblc[ Ce ltin)Q English Dimension ....... ONE ROOF.OVER METHOD fOR METRI( DIMENSION AN!) LANDMARK II SHINGLES -........... ........... HIPS AND RIDGES ....... SHAOOW RIO(W A<USSORY SHiNGlES fOR HiP'S AND RIOOES Metric Olmenslo1t 't25nlrl } , '"",~,,\ a ~'_-"~\ r ~ ~ ___"'-~--~ ~~-.~' " ---,-" ,X'CC:. _---'' . ;';~-'-'- - ---, ~ /~ :>----' - -'-:; -:;",- - ~_. \// .. -- ----...- ~ --- ~ I - ...-:::>..-''\. ._ -~-\ // /,'~/ -:;::::. _.- ---- ,- - I /,/ \ -' --' .,...).--- - ~' ,..- r /:/ \'\_._~---- --\ // \\\ .).----\ ( ~1f.jpl~ ,~ ! i nml\l'ofHfJ SHI'oGtE HPIH\10RS \1\:<i1 ~L ('kp,,":' {f'R!U'l!;ED SHI'liU \I'Hl( HORS \1\\1 \1< ,- _....-.....--,----- -- --- ONE CLEAN-DECK APPLICATION METHOD FOR MEtRIC DIMENSION (l3W1 It 33W1) AND lANDMARK n (131//' X 40") SHINGLES .......... fJV{ <OURS( D:tAWNAl METHQIl (S~\l" AND I Hit" ) PRfP\Rl\(, am DH K. . l' " , o ~ ~1 b(1J,~bf .! , l 'c Ml k 1~ h 't~l 1t r Sh\lW.k' tv, Il'W t{ ,t (,f !te C\" l~ tit <ONJOORRIDGt~ Af'f't1UTlON IS AS fOllOWS: ) ~ C,1l1\'Plll> HI the S,!me fJ~,l101\ u~lng tJw sea! 11\1 s'nix' 1~ a g.J.1 ~(' to >,,-'tln \,~p :0UHKk~ (f ,\\1 ~ t'Xf>(,-"l fe n5 h6 w () I- o Z w (!J ;::: o f2 w er: <J:: :J 0' (f) W l.L.~0:: w' 0 0:: f2 ~wl.L.f- <(02Z 2-0:;) x~O::O 0::>l.L.(.) o::oz(.) a.."",w<l: a....::::,c:f- <(0<(0 wO:::f-z o::l.L.w <(zo:::O OW<l:o W~(I)O f-~ZZ o 0<( ~~(j)w "-"<(Z2 ~(I)W<l:z (!Jz~EEo ~QOof= O(l)O:::f-() OzO~- l.L.w(2(.)O: w~wOa.. 0:::0~a5<( <( ,_ ....J ::l~ O:::....J o~ eno <(~ (l)0:::....J........ ....Jw....JO ....J>~zO::: <(0:><(0 w " 00 J: Z N f- - ~ .(1) ~~\"'1 (!Jzw -N(D U)~Qo oO:::~~ . of-O ~...J ffi Z <( U w (l)Ln u" w<(~(!J II~' zf-!:!::z f-f-...JLI.I <3U)U- w..u"a. 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W 2 o :r: U) ::l ('f) o o '" @ S-10 A ROOF DETAILS US HOME PRODUCT APPROVALSPECIFlCATION SHEET m__..___ As reqwired ty, Fl-0\lda Stabte 563 842 and Flonda Adn~\Jllstr8ti)"e Cooe 9s..72, please Pro\,ide-tr-~ irJortT'l,aUon arK;! approval n'~""TIbeJ9 on the building: components li.3te:J J::.eJON if t~y ~ ill j)8 l.JJhze<i ;)!'\ t!~e cons1ructi(l:\ P'0,i!..:.c;t, ~:H' WrtlC\'I Y<10 ar(~ appfviilg fO( a ::J.Ctleji':'!9 p;:r~T~!l 'vV+.J r~O''1':(net:d you 'x~1ta.d your \o~a~ ;')rcdu<:\ s."J~lie( SI1Qljd you not k:nov,: the product applC:''va! :'iUfTl~t for any- Qf tt-;e, a~pH'Vabte ifs"t~<j pro.juf;ts cilteoQN!Su.ocateQ9rv 1. EXTERIOR COORS .~. 8'NINGIUG Manufactufef_ T "e.f.!T~~ T 1'1.'; 8 SL101NG K~r:co J3eIt<'rS1It VI Hor~oi1 "';,;)<:1) 'F ia Extfl../'?ers' M ne.stone' Generai Alurni/'ium C SECnONJ\L C~o.pay BudqinQ Pr Gcf;.)~A$ Ci otHEFi 2. WI~OOW$ A $ INGLE fi\)NG xrnC'.{) SeUe,8ill Ra, E~i{\.lder$ Gene.t3i At~ii~;IYH':ifn Gene rat AJi.Jrr~j{'.urn &-~i<)RIZ:ONTN" SLIDE;: K,ooo ~'Ui'rStlt F1a &fr'1,J(~(s- (Mifesto~"e) General Alu(T'~)um C Fi.<EO !.\inco. 8Nter8ill ~:a Extr\J"jefS '"Mne:sto:;e\ Ge-~-:'"a A!u.rntrl.\Jrn -Ge;-:er~l A\mi,inwrn D MtJLU )ff Kir;co 8et\e (Blit f~a, EXtflAer$ M desto,ne F:a ExtrWB<~ {Milestone _G.el':$:raJ Aluminum General A!urhinum CeneraJ Alur'f'.\num Gerie~l Alu(nI,rIUIn 3:. PANa WAll A, SjQlt\,1G i8 SOFFiTS K;>vcan ltd vd:rnefofl A~hre' Bt.f.!dir1<J~ Camer6n Asfiiev BUi'di:'K! g..:~~~L LO~tR _,_ ____-,-__ D GL/\SS 8U:C<< Plljsbur'ilh Co(n,r<l Co'o E OTHER 4. ROOFING PRODUCTS ~?HA!. r SHINGLES i3 lJNOE(~ AYMENTS C ROOFiNG FASTENERS D ROOF VEt~TILA TORS Prod(j~t Descriollon $l1'OcUi .star Mk 2!3J4!? Mk2/31'V5 HP. Mk 2(;JAf,) XHP 420 470/467.40HPI452HP Series 3(ri)N)Q~I2000' 4201430/440 Garaae OOC~ 6RSTvwfi16X 7f <Sarace oO( 6RST'W4 :;; Xi) . "Mk.iQl60 M k 40150 HP t6ii. 165qQOO. 74013740, 3240!4?:>DH;> ,,"ties 1:)00/1500/2000 11OOi1140, j 44C<1450i1540I'5'jI)/15i0i19OC,j 194011 ~<70 R\r\-: HP, ~~~V XhP. r~V\i4.XHP 168.'11(;6.6$0 S"r~s1000 1180NiiG'15$Qi159OJ10801:19SQ Mk 401'50 P'MCT, TWPW/CT . - .5013' d0i3740 .3240i4250HP, 680 - - 1'2<.'00 .,11 HXJ.400TDU1460/1550./1570i1900./ 1 ~70iOOQOtS3Q91536() M03,04^ M02~A, ,Y196,Oec P657C;9/571(lISi116712/5713i5'J14f-)718 H;5!t'Y5701/570Z/57;l115704J5705i6717 1100/19001.'970 'S~.' ;H\andTr.l"es 1442.14<15 144$ 'Ffa {u(,sa(1'J 8iatl<ets 44:),1447,144\F:Hl arK:! r3rsckets\ 53Q0,5347 5348.535055 i5000Mul!s and 8rackeh) Oeo510$i>6/9~>OI9''' 10 A!uminum Soffit 41550:1&51 (Wile,1VZN Af\.w0i')Ul'f1 Soffit AfUI'n!numirlDie FoUr T/4 ADoroval N\lmber{s) FL 1170.5 fL1U FL?61 FL45 FL2<l4 Flme e FLY}.264 FL123 FLO'i;13 Fl1_. H2M, 169? FL204.16W Ft.l.24 FL67<;\ Fl:4$ FlZ;;.$ 1700 FL12~ FL6,$ Fl44 Fl2 , 1651i Fl 1. 69.S FL0?7 FLGt4 R974 FU252: 1. fU6lS!1 fLoIl?8-1 fl 100$c1 f1:1\160 Fl4C'lI FL<tl62 Gh~S$ OTi~l\~~$b.~,rv instci'Roo 'NlMortaT---- FL 1:;'630 Certain Teed C9q::?:.ajt~ ~jlrk :3("140 lap<! AR), XTZe .aC><! ARl X1'3O. ,:and liP' ht Vent inc Ceilall1 Teed Corp .R.~;>f;rlq Modlfi~ 8itwrr"" Roof S"s(em Vent\ll" Plus .E ROOFiNG T!tES F MOC1FIED BiTUMeN G SIKj(;U'i PLY ROOF SY$,2:MS H. CEMEr-rrS-AOI-lES!VES COATINGS I ROO!' 1'P..p. ADHESr IE J eTHEr, 5. . SHUTTER$ :A stORM PAN!:::LS 8. c.:)lOI.I1.Al C POLL-UP D ()\'HERS it SKYliGHTS ASKYLiCi1T 8 OTHER 7, STR\JCTURALCO~WONSNTS A . Ni:XX) COfU'IEC-'-cr,Si MJCHOBS $lmpSQ" SIr'~"".J--"oi1 USP Sirudur~t C-:,qn ~TRuS$ P[ATE:"S MiTek industries. ~nc C E~'GJNES"EO LU.MBER 80;$"E",,- WOOd PcQ<J o RA.i~! \JG E CONcr"FfE ADMIXTURES f.' MATERIAL FECP I;",Ql'P (Cast.C;e:e} G OT1-1ER 8. New EXTERIOR ENVELOPS A S v'lood Conr,€GtotS a,/d Arkhor-s WO(id COIYledors and Anctors r-U,S$ P1ates Ve~a-Lal-''T' SP JO'V(1 !.Jo'sts ,ftJ-...LX)IST Hioh $tr"nctt', Co,1.crete Lir,;,eis Fj.2'S'J, 6, Fl2~ 7 FL250 14 FL250 15 F L406 ,2 FL479 see o""ft s.ee cnart f12197 FL 1,,44 Fl i540 1.1081 Simpson & USP Cross Over Chart with Florida Product Approval Numbers P rodu<:t O<<s<:ription --- TI;€: proQucts l:slec 0010'8 did not dernor!Strate prO<Juct appf;)\'U1 at p(an. 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U' s"llll I'r.luI Alwliill\illl AlJoy H~ ' Hl4 (Gt""" M\ 4) (;) C..~ (\'il W1d!li$: It.25 iiich<> (I.' s"llit) 14_~ iloM< (12' WIlt) (<) AlIlA;\d< S<1\<l <!am.l .,. O,O4-1.~ 01h..-'N!se 1'10'-'<1 (S)~~.1'.__ 0;",.,._ ->! . OOOS 1\Jl<!M '-I. fJiJ'! Afitl. +/.)' (&) to!lilo-ll ~ M"" Be lAeowl!! "'" Capable.fM>l\u~''''"'8 I'>r.o Wj<l.\", E<IlONl~8i.'<"ili<il!iooJ3lld To~ ('l')A..,""'rl'ilrt~ '5INN'i:l'$<rlfitf'r*,"4lSNN'ol,"Soffit ~ \Vllo<e NN~"," fi<llsh Co!,. (B)lmill" 1'_ ~~ (PSI')( l~'" ,SoliI.'! 5g!1'i" U" v a.U~ Suffu l6'" S'J'iid: Soffit lo.~ V~t\red M}t1\t (~..mi;Jf" r~iof SIAl"l l-lAl"l L___.___ ._____________,"_ ____ IIi.' CAMl5lWN A$HlEY BUILDING f'ROOUCTS ASHLEY ONlSfON fmPl<,F1. - PART: SOLID AND PERFORATED ALUMINUM SOFfiT "'"..." JNl., DATE: 5-15-02 I A.10051 ! SCALE' N.T.S ______ __m_______,_.-J us;> Product Number ^\~~l4 PAI....J~4 RS300 RT16 RT7 u-i AS. HHCP2 L,PHD6 HTA',6 '-TA20 "l'1-{DH21 0-2 HTV\,'16 H T\NCJ HTI16 l-ffT22 H1.JS?o HUS2.8 HUS410 HUS412 rHO THF '_lJGlZ LSSH:';1 L.sT,~12 LSTA~a LST A2l'j LSTA'3IS tTW12 LTVv1 e IT\lV18 L lVV20 Li-S19 L TS208 JlLS26 ..)US1,14 NFM~~X11-78U HTA24.18 Si"T22 O3P-'24 SDT4 Flo(ida Produd APwova1 NtJmber r:':...5: ,) C'L:::':::' Fu,:r: F_ fe'" """," FL ~< c' FLci- FLc" C:~.3:: ' ;:1 0:' ;:",-2--:- 1---- "L.82.; IF"cO (;': 1"; _:]: :C~8' ,3 F:..:~' ::' ~'::..6.' ;L..8~. . - .------ ,.Lc' : ., iF' of,. F' '...s ~ :~ F:.816 ;:-:"'8':~ ;:=~8~ :3 CL.:~ ~ <> .2 t:Ul,:.; F,_3:' F;82:' ,'~&~ '----- F:'.S2:: F:_?:~:~ ,-sY 1Ft" , FL6.:-~~ F;"2~ - FI_2: "7 FI_8); _' u....."".___ .__. __ __. _. ~ ~~ ~ lO' ...-J , I II .... Bt:lLDI:\'G CODF, CO~IPLL\NCE OI'FJCE OKCO) PRODL'Cr CONTROL DIVISION ~UA.MI-DADECOUNTY, FLORIDA l\1E'lRO.DADB FLAGLER 13'UILDING 140 \U-:8T FLAGLER STREET, SUITE 1603 Ml.AMI, fLORlDA 33130,1563 (305) 375-2901 FAX (305) 375-2908 ROOFlXG ASSEMBLY ApPROVAL CateJ!Qry: Roofing Sub-Categor,,: Roof Ventilators NOT~CE OF ACCE~~~NCE (NOA) Air Vent, Inc. 3000 West Commerce Street Dallas, TX 75212 :\la terials: Maximum J)esh!.n Pressure Fire Classit1cation: Plastic NJA- N/A TRADE N,\MES OF PRODUCTS l\L\NUFACTURED OR LABELED BY ApPLICANT: SCOPE: This r\OA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitkd has been reviewed by the BCCO and accepted by the Building Code ill1d Product Review Committee to be used ill Miarni Dade County and otlK.f areas where allowed by the Autholity Having Jurisdiction (AHJ). Product VenturiVent Plus!,>l Ridge Vent Tllis NOA shall not be valid after the expiration dale stated below. The I3CCO (In Miami Dade County) and/or 1110 AHJ (in areas other than Miami Dade County) reserve the right to have tbis product or matelial te~sted for quality assurance purposes. If this product or material faits to perform in the a('cepted manner, the manufacturer will incur the expense of such testing and r11C AHJ may i.rnroediately revoke, modify, 01' suspend the use of SlKh product or material within their jurisdiction, BCCO reserves the right to revoke this acceptance. if it is ddermined by BCCO that this product or nuteriaJ fails to me.et the requirements of the applicable building code. This product is approved as described herein. and has been desigu0d to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Air V€nts Venturi Plus Dimensions Test Spedu<:atiou Product Description See detail drawing herein TAS 100 Copolymer plastic low profile attic Iidge vent with an integral end plug for instalJation in shingle roof systems. EVIDENCE SUB~HTrED: Name Report p~ r AS lOO Wind Driven Rain 07-07-00-68 04/27/94 Slot: ApPROVED ApPLICATIONS: LABELING: Each unit ,hall bear a permanent label with the manufacturer's name or logo, city, state and following stateme,ut: "Mimni"Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will OCCllr after the expiration date or if there has been a revisiou or change in the matelials, use, and/or manufacture of the product or process. Misuse of this NOA as an endofsernellt of any product, for sales, advertising or any other purposes shall automatically terminate this NOA Fa.ilure to comply with any sectIon of this NOA shall be cause for termination and removal of NOA, ADVERTISEMENT: The NOA number preceded by thc words :Miami-Dade County, Florida, and fol1o\oved by the expiration date may be displayed in adveliising literature. If any portion of the NOA is displayed. then it shall be done in its entirety. INSPECTiON: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors <md shalt be available for inspection at the job site <it the request of the Building Officia1. This NOA revises I'\OA # 01-0910.04 and consists of pages 1 through 3 The subulitted docwnentation was reviewed by Frank Zuloaga, RRC Installation: .Ridge Shingle: Net Free Area: ~Unimllm Slope: 8 8 NOA No.: 03-0930.10 E:l:pil'ation Date: 04/05/06 Appro,'aJ Date: OlJ29/04 Page 1 of3 LIMITATIONS: Cut a minimurn lVz" slot aloni1 the apex of the roof by cutting %" on each side of the ridge, The slot shall terminate approximately 6" from the rake edge. Place ri dge yen t section centered over the void at one end of tlle ridge and insert end plugs. Fasten with rooting nails through nail holes in vent. Butt the second se~tion to the first, align and fasten to roof. Continue this process from end to end, Install pre-manufactured or Held cut ridge shingles over the ridge vent in compliance with the shingle manufacturers Product Control Approval and the installation instructions using lW' ring shank galvanized nails Refer to manufacturers published literature 2:12 XOA No.: 03-0930,10 Expiration Date: 04/05/06 A pprovaJ Date: OlJ29/04 Page 2 of 3 1. Refer to applicable building codes for re.quired ventilation. "l 3. VenturiV",nt Plus™ Ridge Vent shall not be installed on roof mean heights greater than 33 feet. All products listed herein sbaH have a qwtlity assurance audit io accordance with the Florida Building Code and Rule 9B.72 of t11e Flotida A.dtninistrative Code. NAlLS PATTERN' 12' Soffit - la' DC. in the Dlrectlo(\ of Soffit Le"9ti'l 12' DC, in the Dtrec'tlon of Soffit \v'i-:.lth 16' Soffit - 10' O. C 1/"1 the DIrection of soffit Length 16' Q,C. 1'1 the Direction of Soffit IJldth 0) Design Press",..\? R'ltlrg NAILS, A-JOINT AREA 12' DIA, SHANK a DIA, HD, It LONG BATiENl 2'X2' PT. SOUTHERN PINE CONST, GRADE MINIMUM 2'x2' CONSTRUCTION GRADE MIXED SOLiTHERN PINE OR EQUIV. 'WOOD BATTEN STRI?S Notes: (I) Use A1umin\l11l J.Cb.&lUel. Ashley Part No.4jj4ZO, to install. S.xure I-Channel Using ~R~i!rt!illt 0.12" Dia.tl\lJtlx Shank Nails 1-111" L008 AtJ2" Spacing ~ Nails, ~ note S fur f!1-Chill.lnel Applkatloos- i-' I /J3' / r-li !y;~' I 11 L- (2) Soffit Nailins Pattern: , 1 r Soffit" l()" O.C, in the D~tio.n of SQffiJ l$g1h 12" O.C, in the Dire.-'tlon of Soffit Width 16" Solin - 10" O. C, in the Di.rectiott of Soffit Leng1b. 16" (1-C. in the Dir<<tion of Soffit Width --........ I " I I'\. FRONT VIE'" OF f.AVE wITHOUT FASCiAl . , -1 ~ /'1 If .--"r I I lnW:1<lt 34A psi (3) Dcsigll Pressuro RlItin& (PSF): ElltenQr SIApsf 12" Solid Soffit J:r Vent;;d Soffit 16" Solid soml t 6" V wtM Soffit ~ I PANEL TYP, NAlLING PATTERN 10'X12' 02' SOfFIT> lD'XI6' <16' SWFlT) (4) !WI ~ u"""""'-"i;$ U" '" 1l$S.lfo,'eilia,ng i$ U" to 20" divide ~ ...1dlh in lWfl<> ~ Jl<'lP"f O.C. lo<:ation f:~ l3alt1ln Nailer (b, fur an IS" ow.rbt\llg the BstMl should 1><: 9" O,C,) (S) lnn<Jr Ballen Nlli.tet n<:rt requirOO f<>t F..cluwn<:1 AppIie.l;lOl:l$- Snap . 11."'01 tine ,r~f~ llllIIlI1laCh 17.(;~MI dite.ily' to Wa1lllllil'.g i- t-Nailer 16" Q,C. (CBS C<>lUl~,,) or .1Z"DlA c~" !~istent naill.f-long 12" O,C (l'la)'woodl 0>>.8. ~). ALUMINUM SOFFH ~/- BATTENNNlER (NOTE 4) FIJ-CHANNE iNSTAlLATION SIDE V!EV'i OfEAVE ' III II F" \-1o.,...L~ / - 24" ! I ROOF OVERHANG It_ J-CHANNEL ..J F.cHANNEL (NOTE 5; FASClA dk5~~ --e.AM~-SR[!.'f''''' .~ 13Ull.OING PROOVCTS ASHlEY OlVtSlON TAMPA. Fl ALUMINUM SOFFIT INSTALLATION DESIGN j JNl. 1 DAlt:: 5-1~-n ~ A..10053 __.,,:.C.~cE. ..N~_____.. ..., ...J___ ____..,.....____.__. -< '0 DETAIL H.O "1 ! I R4,9 0,8. '\ ~ lrm m r tm ITI I 1-30 I 6,6 L- 4S-~ -1 ,.4. 14.1-- 11!1 ----- j I ,87 0$. --- ~~ /f1~ ---~'YL Il.~ ~J --4.3 -i VENTURI VENT PLU'S END OF' THIS ACCEPTANCE NOA 1\'0.: 03-0930.10 Expiration Date: 04/05!Q6 Appro'al Date: 01/29/04 Page 3 of 3 w U I- o Z l..IJ o <t: I- o o LL W 0::: <t: ::> CY if) w ~ Ll..~Cl:: .0 Cl:: 0 W Ll..Ll.. ~w"r- o"",z ~-o::; X~Cl::O o::>Ll..u Cl::OZU Q."w~ Q. "'" ::s::: ,-- ~0~5 wCl::r-z Cl::Ll..w ~ZCl::o OW~O w::s:::(/)o r-~zz o o~ ::>w-w cYCl::(/)~ (f)~z . w(/)w~z l?z~lfQ ~Qoo~ o(/)Cl::r-u o6]Q::S:::::J Ll.."Cl::UQ. w""'wOo.. Cl::of---J~ ~ ZeD--, ::J--'-Cl::--' cY~vJo~ (f) Cl:: -J '<> -JW::;!O>- -J>>ZCl:: ~O>~O w l? 00 I ~ N r-..(/) 5 l.O c.;Jzw ~l.O'l"t (/)ZOO Cl::Nl.O Cl::of=o oa~ wz~u w~lt)!.I.. w~S:?l? 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MTvlr"o f-LG.',: MT 288 FL503 Ten-SIO{: T~~ ~jnS278 F~2:"':: ,o,A51 FL474 Foundati~~ Str3t.' .,.. .A 5.' ;"(..3': ses 1,4>:2 ';'2 FU,jE3 S1r~rQ [Jr:,e .S.;rew SDS 114>:41/2 FL '403 Sttorlg Or:-.e Sc-ew SDS 1 (4);.'6 FL 1463 Stn)!l(j Dnve S::"(.'\v SP1 FL474 St!.ld Plate ....'-c S?2 FL4?4 St\ld F-'1at.e ....'t: SP4 FL474 Stuc F-'latB "'"IE lJ24 FL"! 218 F <-~t:-e r'A Qv( -t ,; (, ;,-~t ;-'3 'lQ~j Set Pac 1 <) FL 402 3 Expoy HD Tite" F~23C4 2 T'l"n Ax'';>> ~ BATTEN NAILER (N011!4) J..cHANNEL \N.s'T All AT10N Test Ageuq/ldentificr Center for Applied Engineering, Inc. o o IJ) W f- ::J U1 Z ci o > - ..J Ul OJ > w - ~ o 0 <{ I a. U1 ~ ~ <{ w I- ~ S-11 LAST PLOT DATE January 19, 2005 z o o IJ) l..IJ () I- o Z l- I o 0:::: >- 0.. o U w U U:x Ll..~ OLl.. ('1')<::1' ('1)0 ('1')('1') ~~ 66 c()c() roC() r-:..r-:.. 00 <::1'<::1' Z o lJ') o o ~ O'l M C (1;1 ~ c (1;1 ...., W f-- ~ o o ~ f:' i:' N U1 I D' IJ) i:' I M r- r- I D' o IJ) M M ..J lL. <t c. 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When ottacNrt<J tile stn1<e dt d~~ piot~ to I..i'l<t ~l !.iN /3 ;< 2 r/2" (.9, PfH ws. ViheO attochflg the $triluJ }r;lmo & afdcllte 10mb lJ$4 IH1 :c 1 5/4/' tg. PfH WS. /10 1( J/." LG. PrH WS NOTE: All. p(lffimeter $crews are- /8 x 2- r/2* PrH WS. r-::. ~S" 6"'-1 t-" I 40 'Alii j L~ 'ii jJJ Sl! ~OUM. "l;" . G,::.. ~~::::::=:; · ::i ~. :] '0 L (2)18 x ,2 1/2" 1.G.-. Pni ws (2)18 X 2. 1/2'" la. l\ Pfli 0$- ~ ~-f rr::n.~ ~ I ~ I ~ C~At~ ALUMlNtJM ASi'AAGAL ALWlNtJt.I ASmAOAt. .W:~ ~~:: ATTACH ASTRACAt. THReW 801.. r STRfl<E J?lR~. mwE 0R1U.. THRtJ f~ DR1LL TliRU FOR (2) '\ ",$$1"" aot.r oap ~~7-_ SOLIS ot~ !NOUGH FOR A f" fNO/.j($H FOR A 2. ~l1 'I1iROW OOlT 11iROW \~ ~ ~ I , NOT(: All ~er SCr'e\f'$ 0(1' #8 1( 2- 1/2" Pffl WS. t ... 10 .0 -L ~- m;~ r fer tQ ~ B 1",\ '!-..,. 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Ul ~ ~ ~ w I- ~ S-12 LAST PLOT DATE January 19, 2005 z o o \0 lJ.J U I- a z l- I o 0::: >- 0- a u ......J <l:: 0:: f- ~ o (J') U) o ....J(Y) 0)0 wI'- c.:lC\l z(Y) <l::......J 0::1..1.. o~ U)Q... LDO <;tQ... iJ'l<l:: w U U:x 1..I..<l:: 01..1.. (Y)<;t (Y)O (Y)(Y) NN 66 0000 0000 r-.:..r-.:.. 00 <;t<;t LD o o C\I iJ'l "" c- eil ;;J C ro -, W f- .:( o o ~ t' t' N Ln I (J'l 1.0 t' I M ..... ..... I (J'l o 1.0 M M ..J U. ~ 0.. ~ ~ I- ..... OJ ..... !!lo:: zLiJol- cdi:zz u;<(<(~ LiJVlOO:: OXLiJ::l ol-ZO ZZ<.:lLiJ .....0-.... .....~Vl_ <.:IN!!l;e ~<'il-;;o....l :: -0::<( <(~LiJo:> o::u..~o!!l ooo~w !!l:::iw<(O X<(XLiJO 1-:>I-VlO 2: o >-[z ~f-Q Z(j) Zw_ -U)> OZo ijo<l:: ::;)uo oZa:: oWo o::f-....J Q...t:1..I.. wO::......J O::~<l:: wwO:: O)If- f-f-ijS Of-u z::;) >-On.. <l::ro:: ~t:o z3;u :Sf5~ Q...ZO U)ZI r<l::(j) f-2:::;) n.. 0:: o U W ~ o I U) ::;) (Y) o o N @ 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 Categ 0 ry /Subca teg 0 ry 1. EXTERIOR DOORS A SWINGING B. SLIDING C. SECTIONAL D OTHER 2. WINDOWS A SINGLE HUNG B HORIZONTAL SLIDER C FIXED D MULLION 3. PANEL WALL A SIDING B, SOFFITS C. WALL LOUVER D. GLASS BLOCK E OTHER Florida Product Simpson Product Number Approval Number Manufacturer Product Description Approval Number(s) Plastpro Inc.l Nanya PlastiCS Jeld-Wen 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 LSTA12 LST A 18 LST A30 LSTA36 LTS12 LTS16 L TS18 LTS20 LTT19 LTT20B LUS26 LUS414 MBHA356/11.88 META22 MGT MST48 MST60 MST AM36 MTS12 MTS16 MTS18 MTS20 MTS30 MTT28B PA51 SDS 1/4x2 1/2 SDS 1/4x4 1/2 SDS 1/4x6 SP1 SP2 SP4 U24 Set Pac 10 HD Titen Distintion Fibreglass Entry Doors Exterior Doors FL1321 FL498, 539 Kinco BetterBllt (MI Home Prod) Fla. Extruders (Milestone) General Aluminum Mk 2/3/4/5. Mk 2/3/4/5 HP, Mk 2/3/4/5 XHP 420, 470/452. 470HP/452HP Senes 500/1 000/2000 420/430/440 FL126 FL561 FL45 FL264 C!opay Building Products Residential Wind Code Doors FL542 Kinco BetterBilt Fla. Extruders Mk 40/50, Mk 40/50 HP 165, 165/3000, 740/3740, 3240/4250HP Series 1000/1500/2000 FL123 FL663 FL42 General Aluminum 1100/1140/1440/1450/1540/1550/1570/1900( 1940/1970 FL254. 1698 Kinco BetterBilt Fla Extruders (Milestone) General Aluminum RW HP, RW XHP, RW4-XHP 168/3168,680 Series 1000 1180/1480/1580/1590/1980/1990 FL124 FL670 FL43 FL256 1700 Kinco Mk 40/50 PW/CT, TWPW/CT FL125 BetterBilt 165/3000, 740/3740, 3240/4250HP, 680 FL676 Fla. Extruders (Milestone) Series 1000/2000 FL44 General Aluminum 11 00TDLf11 001450TDLl1450/1550/1570/1900/ FL255, 263 1697 1970/5000/5300/5350 Kinco M03-04A, M02-03A, M96-08C FL957 BetterBilt Fla. Extruders (Milestone) FE5709/571 0/5711 /5712/5713/5714/5718 FL974 FE5700/5701/5702/5703/5704/5705/5717 General Aluminum 1100/1900/1970 FL1252 Kaycan Ltd. Cameron Ashley Building 0605/0606/9500/9510 Aluminum Soffit 41550/45102/451 02N Aluminum Soffit FL 1965 FL406 Pittsburgh Corning Corp Glass Unit Masonry Installed w/Mortar FL1363 4, ROOFING PRODUCTS A ASPHALT SHINGLES Certain Teed Corporation 5, SHUTTERS A STORM PANELS B. COLONIAL C. ROLL-UP D. OTHERS 6. SKYLIGHTS A SKYLIGHT B. OTHER 7, STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS B. TRUSS PLATES C. ENGINEERED LUMBER D. RAILING E. CONCRETE ADMIXTURES F. MATERIAL G.OTHER 8. NEW EXTERIOR ENVELOPE PRODUCTS A B. CT20 (and AR), Landmark 30/40 (and AR), XT25 (and AR), XT30 (and AR) FL250 CRV Aluminum Ridge Vent NOA No 03-0930.08 Modified Bitumen Roof System FL479 Simpson Strong-Tie see chart USP Structural Conn see chart MiTek Industries, Inc Boise Eng. Wood Prod Truss Plates Versa-Lam SP Wood I-JOists ALLJOIST FL2197 FL1644 FL 1645 FECP Corp. (Cast-Crete) High Strength Concrete Lintels FL158 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE FL474 FL474 FL1901 FL474 FL474 FL474 FL474 FL474 FL474 FL1901 FL1901 FL474 FL1901 FL503 FL538 FL538 FL503 FL503 FL474 FL474 FL474 FL474 FL474 FL474 FL474 FL474 FL1423 FL474 FL474 FL 1901 FL1901 FL 1901 FL1901 FL474 FL474 FL474 FL474 FL474 FL474 FL474 FL474 F L538 F1901 FL1423 FL1901 FL 1901 FL 1901 FL474 FL474 FL474 FL474 FL474 FL503 FL474 FL1463 FL1463 FL1463 FL474 FL474 FL474 FL1218 FL402.3 FL2304.2 Product Description USP Product Number Framing Anchor Adjustable Post Base Call Strap Tie HUrricane Tie Hurricane Tie Hurricane Tie Hurricane Tie Hip Corner Plate Connector Holddown Embedded Truss Anchor Embedded Truss Anchor Truss Hanger Embedded Truss Anchor Heavy Skewed U Hanger Heavy Truss Strap Heavy Truss Strap HDlTens!on Tie HDlTension Tie Heavy Joist Hanger Heavy Joist Hanger JOist Hanger Joist Hanger Joist Hallger Joist Hanger TF I-JOist Hanger I-JOist Hanger Light Girder Tledown Slopable/Skewable Hanger Slopable/Skewable Hanger Strap Tie Strap Tie Strap Tie Strap Tie TWist Strap TWist Strap TWist Strap TWist Strap TenSion Tie TenSion Tie Joist Hanger Joist Hanger Masonry Beam Hanger Embedded Truss Anchor Medium Girder Tledown Strap Tie Strap Tie Strap Tie for Masonry Twist Strap TWist Strap Twist Strap TWist Strap Twist Strap Tension Tie Foundation Strap Strong Drive Screw Strong Drive Screw Strong Drive Screw Stud Plate Tie Stud Plate Tie Stud Plate Tie Face Mount JOist Hanger Expoy Titen Anchor MP34 PAU44 RS300 RT16 RT7 LFTA6 HHCP2 UPHD8 HTA16 HTA20 THDH210-2 HTW16 HTW20 HTT16 HTT22 HUS26 HUS28 HUS410 HUS412 THO THF LUGT2 LSSH31 LSTA12 LSTA18 LSTA30 LST A36 LTW12 LTW16 LTW18 LTW20 L TS 19 LTS20B JUS26 JUS414 NFM35X1178U HTA24-18 KST248 KST260 MTW12 MTW16 MTW18 MTW20 MTW30 MTS27B TA51 SPT22 SPT24 SPT4 Florida Product Approval Number FL570 FL569 FL822 FL565 FL565 FL820 FL817 FL817 FL821 FL821 FL821 l.JJ () I- o Z w '" <t: I- o ~ l.JJ 0::: <c: ::) o U) w ~ LJ..<O:: '00::0 W LJ..LJ.. f-w '- <O~Z ~-O:) ><~O::O o:JLJ..u O::Ozu Q.."""w<( Q..~~I- <(0<0 wa::l-z n::LJ..w <(zO::o OW<O W~(/)o I-~zz o 0<( :Jw-w O'r:c:(/)"" <(Z~ ~U)w<(z (..?z~Eto ~QOoi= 0U)Cl:f-() oE50~:::J LJ..~iXuoo_ w_w 0.. cr:ol--I<( <( ZClJ-I :)-1- --.J 0'-1 .0::<( (/)<(/)o~ O::--.J-...... --.Jw-lo -I>:;:zcr: <0;><0 -g ~ -I (l)tU;2EQ ~'U ~ ~ ~~~~ I tJ) 0 ~ (l)CUg:~ Q)C8o - '0.0 u:: --.J ca.- - ....J ... tJ) 5:: 65 ~ OQ)w w.. "C u l- E ~ =-t ~- f- SS .. V (/) w o () ~ E=7" w~ ffi 8 LJ.. >< .)-..--..... . L ~ LE - /-"::F~. W ~ ~0i ~g <-I ('oJ("') n:: LL C\I C\I o . 66 .~oooo Q:) (/) 0... C9 C9 l!')0 1'-01"- <;to... 00 (9 f-- O'l <( <;t <;t ~il' c::::JO <(OJ rt -~~ ..., ~ ~ ~ ~ 0 f-. U) :s: U) ~ (..?Zw <(tO~ ~ U) ~ Q a D:: C\/ <D (f) . 01--0 O.-i~ Z ffiz<tu w~f8Li 0 W<!~n' -,--,-.... ~ , LL...... ............, r- ~u;-z f-I-.....IJJ :J (':)0::~i5 o::LJ..L1.o.. ...J zWQ..--.J 00.. 0 wO(/)3U)LJ..z~e:i tJ') wZU)cozoo c I:)zwQ~i=Z~O: Z I- 0 ::s ::c U) <( r:c: 3:::J e" i:)za..l->wOoD:l (j) <( ::c w (/) 0... 0: . UJ t;)~~t:O::o<i!D:l: 0 w.....cr::s:0izr:c: 'LLl DJ 63 :) 0 <( :J ct c( <C W-ll-~~Ol-""'J: 0 ~O:S:~~I~~~~ 02 O::~I-(':)O::(Jc: 0 8~t;;8~U)t;;oo Li FL820 FL820 FL821 FL821 FL818 FL818 FL821 FL821 FL815 FL815 FL568 FL816 FL816 FL816 FL816 FL816 FL820 FL820 FL820 FL820 FL822 FL822 FL821 FL821 FL578 FL859 FL822 FL822 FL820 FL820 FL820 FL820 FL820 FL822 FL816 FL817 FL817 FL821 . O'l o ('OJ C'J z 6 00 Q ..: C9 ~ ~ b(/)~ E ~ffi~ Sl <(wI ~ LJ..?;~ rl as8Lf)(..?<( ~ aJl"-~~U- C) 'OJlC\lC'J 0 .D C('OJ<t~fD 8 ~--.JrlCl:r- U OLJ..OO:J~rl 0 "1-'-"(1) vitOl"-uU::rl -5. ~ :) i= iJ) w u:j 8.I~ffio ~: O"l <( 0.. U) U z 0 <;t o o C'J o o Z \JJ o w - I- Ul ::J > U1 - a 0 <t ~ o OJ - ~ o ...J LA. ..J oCt r! ... Z w Z [.J 0 o IJJ o ~ t' .- l' I N ~ ~ \JJ (J'l W M \JJ ~ M t' o I I .J M U1 IJ. .- I- <( 00 U1 Q. I W .- ~ ~ .... o Z ll.J l:l Z (7j~~ 0 WI-(/)W::::i oz(/)::::!<t O-I> ~~t::~(/) <t('oowo::L::; l:lrl:;:Oo ~O::OoO ~E2ll.J::J~ ~o~~Z o::Jo::(/)ii! SQ;;:f::!OD:: ~SQ;;c~B ('\J(/) l!)Z ('\JO ~(/) > W ~ l.JJ () - (f) I- 0 --.J z - ~ l- I lLJ (!J 0 - w 0::: ~ <C >- Z 0... Z 0 <C -l () c.. SHEET NO. :2: o D:: >-LLZ zf-O <z- z:w~ -(/)> oz- WOO uu< :)z9 Ow 0:: of-O O::f---.J o...-LJ.. wD::-I O::~-< wwO:: COI~ f-f-w o f-- u z::::) . >-00... <I 0:: ~t:0 z:~u <O::w --.Jw~ a..zO (/)ZI -<(U) 2:~:J 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 S-13 0... 0:: o U W ~ o I U) :J ('OJ o o C\I @ LAST PLOT DATE October 11, 2004 PRODUCT APPROVAL DETAILS I I I I I wlNDO'. rlEI~(-Ir SINGLE HUNG MASONRY (FLANGE) IMPORTANT INfORMATION &. GENERAL NOTES These r,otes are provided to er,sure proper irstal!atiof'l. of Florida Extruders M:lestol1e products and must be followed fully, ~ Bw (BliCK \J;:B'r<.) I CNE BY \.'DOD INSTALLATION ANCHOR i BJCK BY O-~(RS 3/J6' D1A. TAPPER (NO-E S ~ 7) CNCTE 12) S":M ~;4~E~Q;~ ~ i \ RIGLD V:;NYl (SEE NC'TES) \ GLAZING (~~~~ _______________ ~ \ r ~Ii\\/ , Oi--y- 1--. r- II I~/ \' 0 1) SHIM AS REQ'D, AT EACH INSTALlATION ANCHCR W1TH _DAD 6EARL'iG SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4", 2) USE SILICONIZED ACRYLIC CAULK BEHlND WiNOOW FIA%E AT HEAD &. lAMBS. SILL MUsr BE ATTACHED TO THE SUBSll<ATE WITH VULKEM 116 ADHESrvE CAUIJ( OR APPROVED EQUAL. APPLIU<TION OF V'JLKEM 116 ADHESrvE U<ULK OR APPROVED EQUAL AT FRAME SILL MUsr COMPLY WITH SEAlANT MANUFACTURER'S RECOM MENDA TIONS. - t\ 3) USE SIUCOmZ€D ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR Of ill WINDOW FLANGE AND TO SEAL HEADS Of lNsrAllATION FASTENERS. 4) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN, THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 SERIES SINGLE HU'<GS, 5) WINDOW FRAIME MATERlAL: ALUMINUM ALLOY 6063, & ..........H/4. MIN.! J. EM ~G'lENT i- I j I GENERAL INSTALLATION INSTRUCTIONS GLASS <TY? )(SE:E: NOTES) ,.~~~~EF~~~~ J1~'" , JM1B :'~~~~INB~~~~6~ I : \ .; & \,IOOD EUCK PERiMETER '" II CAULK~ % i \ '.! V BY eTHLRS /' t ,. ('w'I~DC\.l ',;rD""H) j \ STUCCO BY OTrlER; ~LJU( B:e:n./'i:E~ \ ~~~g~~~EO~~NING SFCT ON B-B ;;;~~ B~~";,T~C.......J BY OT.,ERS \ BY STHERS J CONCR:E~E JR I q q MASONRY OPENING , j .. EY 0 THERS 1-3/8' -...-." V ~ ,'llN E,'lB, ______ :-... ~~ ~ 2X4. 2X" 2X8 '.!'JOD B0CK r ----- __ I--... ~ BY OTHERS (SEE: NOTE 1S S. =3> ~ ; J ~: ~ (;rr~~A~?a(~c~ic~, B; ;;dEt{.S4) !W : ! GLASS (TY?) (SEE I NOTES) I B.H. (BUCK ,.,EIGHT> ANCHOR INSTALlATION INsrRUCTIO"<S GENERAL: 6) NAlL ATTACHMENT OF NON-srRUCTURAL ONE BY BUCK IS 40 FROM EACH CORNER L2::, AND 8" ON CENTER. USE A HARD~NED ''T'NAlL'' WITH A 0,097" D!A,'1ETER AND 1 3/8" LENGTH (5/8" EMBEOMEI',T), A HARDENED "MASONRY NAIL" 'Nl~ A 0.148" DIAMETER AND I 1/2" LENGT11 (3/4" EMSEDMC'<T) OR EQUrvAlE,NT. FOR ALTERNATE SECTION AN8-B, USE A 0.113" DLAi.1ETER COM1~ON WlRE NAIL WPH A 3/4" EMBE01~€NT OR EQUIVALENT FOR NAlUNG NON.STRUCT1JRAl O'lE BY SUCK iNTO A TWO BY STRUCTURAL BUCK. & 7) APPLIES TO AlL NON-STRUCTURAL BUCKS LESS THAN 1 1/2" THICKNESS, NOT INTENDED TO liMIT TO NOMl!,Al ONE BY WOOD BUCK ONLY, BUCKS GREATER ll1AN 1" NOMiMAL (3/4" ll1ICK) AND LESS ll1AN 2" NOMINAL (I 1/2" THICK) WILL REQUIRE t\ NAlL LENGTH SUFFICIENT TO MEET EMBEDMENT REQUIREME"TS OF ~OTE 6, ill 8) All INSTALlATION ANCHORS MUST BE MADE Of CORRQS10N RESlSTA,NT ,'1ATERlALS OR HAVE A CORROSION RES1STANT COATING APPUEO SUITABLE FOR ll1E ENVIRONMENT AND/OR FRAMING Mil. TI:RIAL WHERE ANCHORS ARE USED IN PRESSURE-PRESE~ATIVE TREATED WOOD, ll1E WOOD SUPPUER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH ll1E PRESSURE. PRESERVATIVE TREATMENT PROCESS USED, 9) ALL FJELD SUPPllED HOLES IN mE FRAME (IF REQUIRD) WILL 8E 3/16" IN DrAMmR. 10) WOOD S<:REWS SHALL ,'lEET ANSI 8J86 J DIMENSIONAL REQUJREMENTS, 11) IF 1'1009 TENDS TO SPUT, PRE.BORE HOLES AS FOllOWS: #8 WOOD SCREW . 1i8" OrA. PILOT HOLE &. # 10 \v000 SCREW. 9/64" DLA. PILOT HOLE (:'<ATIONAL DESIGN SPEOFlU<TION FOR WOOD CONsrRUCTIONj. [SEE SHEET 2 FOR CONTIN\JATION OF NOTES] F""LANG€: TYPE: ~ \.'iNDOW' rRAME /' SI'_L \~ . i ~ SECTION A-A VIEWED FROM EXTERIOR rr-..ST ALLA TICJN ANCHeR #lG \,IOOD SCRE'. (NO~E i6 Qod lSA) SFCT,GN A-A (ALTERNATE) & For instal!ation with bvo by with or 1'1/0 one by wood bucks. (' '" /'/~~;~::k~~~~; ,h ..' ~~~'\i"rfl,f,~~'..~ ' '.' REV DESCRIPTION !DATE INI t,..'~,ll,: & \~_,~ >~:L-.-~ c I REV1SE:O NOiES J, e, 7, 12/' 9/03 R 'A . l,- r._ ,~~_.~ .."';" I' e, i 6, \ eA. &; 22. A\)O€D' .....,I. ~~{~~i\. ~f2-;2~!f~~3 ~~~o~ A6~;€~~lAiC:D , ~ <', ft>o: ~ ,,"!..~ ' J;~!- :' ' : I ~~X~~'~~SA'~~R NOn: "~~1,,,,:t. ,'0, ~~~::> .':'. I REV1SI0f'iS. '".~1.,:,~~~.~ ,./ I FLORIDA EXTRUDERSIi~~~Nyi~Oi11\l:~~ C[Rf'~CA1't OF AlIfeeR!l'.1I0N NO, '235 SA,'iFORD FLORIDA TITLE: rNST~LI_ATIJN ~ETAIL SSL, HUNS FL~~GE 1/ INDO.S - SER I ES 1000 , )508 ~ 2000 DRAWN BY: BB I APPROVED SY,RJA DAT;;: 12/ 19/03 I SCAL;;: NTS!DIVG.:FLEXJO 16, SHT l or 2 ~' @ ~~ ~~ "~ ~~ ~~ ~~ @" /( I +: A' ELEVATiON SINGLE HUNG FRAME (FIN) --I IMPORTANT INFORMATION 8< GENERAL NOTES These roles are provided to ensure proper installation Of t'londa ~de~ r-1liestone products and must be followed fully GENERAL l~ST ALLA TION INSTRUCl10~S 1) SH1M AS REQ'D, AT EACH INSTALlATION ANCHOR ~flTH LOAD BEARJ~G SHI'~. MAX. ALLOWABLE SHIM STACK TO BE 1/4", APPLY A BEAD OF VULKEM U5 ADHESrvE CAULK OR APPROVED EQGAL AT THE FASTENER ,OCATIDN PRlOR YO INSERTING THE SHIM TO ADHERE THE SHlM TO THE SUBSTAATf AND/OR WINDOW FRAME, cULL BEARlNG BETWEEN THE SHIM, S!J85TRATE AND \\~NDOW FRAME ARE REQU1RED. 2) USE SlUCONlZED ACRYUC CAULK BEHINO W1NOOW FlN AT HEAD, SILL &. JAMBS. 3) USE SIUCONl2ED ACRYUC CAULK FOR PERJMEnR SEAL AROUND EXITRJOR OF 'NlNDOW FRAME. 4) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN ll1IS PRINT ALSO APPUES TO THE FLORlDA EXTRUDeRS 1500 AND 2000 SERlES SiNGl.E HUNGS. 5) WINOOW FRAME MATfRlAL AU;MINUM ALLOY 6063. ANCHOR INST ALlA TION INSTRUCl10NS GENERAL: (i ! /.:..c 6) ALL iNSTAllATION ANCHORS rlUST BE MADE Of CORROSION RESISTANT L1J. MATERIALS OR HAVE A CORROSION RESISTANT COATING APPUED SUITABLE fOR T~E ENVIRONMENT AND/OR FRAMING ,MATERIAL. WHERE A~CHORS ARE USED IN PRESs\)RE'PRESERV.~TTVE TREATEO WOOD, mE WOOD SUPPUER SHALL 8E CONSULTED FOR RECOMMENDATION Of ANCHORS COMPATIBLE WITH mE SPACE PRESSURE,PRESeRVATIVE TREATMENT FROCESS USED, cryp.> 7) Au.. FJELD SUPPUfD HOLES 1N THE FRAME (IF REQUIRED) WILL BE: '2- a) 3/16" IN DLAMETER FOR #8 WOOD SCREWS, AND ~ 0) mE SHANK DIAMETER Of mE NAIL ROUNDED UP TO mE NEXT ST~,~DAAD DESIGNATION DRlLL BIT SIZE. 8) WOOD SCREWS SHALL MEET ANSi 3186, 1 WIE,~SIONAL REQUIREMENTS, 9) NAlLS SHALL MEET ASTM F 1567, "STA,~DARD SPECIFKATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES," 10) IF WOOD TENDS TO SPUT, PRE,SORE HOLE AS FOLLOWS (PER NATIONA:. DESIGN SPEOFlU<TIO'l FOR WOOD CONSTRUCl10N REQU!REMENTS): a) #8 WOOD SCREWS. 1/8" DlA. PILOT ~OLE. b) 0,113" DlA. NAlLS. #44 DRIlJ.. SIZE PILOT HOLE. e) Oll1ER NAIL DIAMETER PILOT HOLES NOT EXCEEDING 7S% OF THE NAIL'S DlAMETI:R AS REQUIRED, 1:) WOOD SCREW AND NAIL WlTHDRAWAL VALUES USED TO GENERAYE FASTENING REQUIREMENTS ARE 6ASED ON SOUTHERN PINe WITH A SPECIFlC GRAVITY Of 0.55. 12) WOOD SCREWS AND NAlLS SHALL ,~OT BE MiXE;) TO FASTE'< mE SAME ASSEMBLY. - 13) WOOD SCREWS AND NAlLS SHALL ~OT 8E USED TO FASTEN ASSE'1BL Y iN TO THE END GRAIN OF WOOD. - GlAZl~C (Typ,) i (SEE NOTES) --------~i I I n FIN TYPE ~~ wIN DO'" FRAME SlLL PERIMPER I '1ARUlE: SIL" CAULK ~ LSTOOL BY OTHERS l BY CTHEi<:S ~ ~,,; I T'.!O BY '.!OOD Illil -BY OYHERS EQUALL Y A,NCHCR S I I \.'INDOw HEIGHT I ANCHOR ! (s(~A~i~gW';-1 I A..J 116' MAX, J I (TyP) r ...J.-- S' MAX (TVP) FLEVATION VIEWED Fi<OM EXTERIOR HEAD SI' L !. .JAMB ANCHOR SPACING (-J 70 PSF DP.> '.OOD SCRE'., 24' 0 C, ~AX (TVP) INSTALLATION ANCHOR ~B '.!OOD SCRE'. SHmlN ',AIL' r c C, I<1~X, rOR JA,I<1BS AND 10' 0 C, I<1AX FOR HEAD !. SILL SFCTION A-A i---1'M1N, E,'1BEDMENT (wOOD SCREV) N " ~i ~~ ~B ,U ~::J Iii'" !;j'" ii~ ,...cd- ",~'. :'.:~.~.':\"" " ,>., '^'" 4; !',If",,,,_,.,.,, ~ji~~~~;"H'C" .:~:~ '. "__' €l~) <2~} \,:~~~~;~;~~:~~~/ . EXTRUDERS INTERNATIO:-;AL. INC. 2540 JEWETT LA.,.,.E C(Rn~C^T'E OF AoTHCR'ZA~eN '0, '23' SA.;IiFORD FLORIDA TITLE: INSTIILLAT;SN DETAIL./~8 SeRE'oiS SR ~AILS SINGLE HUNG ~:~ WI~DCW - SERIES lOO~ 150C, , 200C DRAWN By:EB I APPROVED BY: R~A DA'l'E: 12/1 C/03 ,SCALE: N T, S, IDWG :F' EX002" SHT 1 0' 2 [SEE SHEET 2 FOR CONTINuATION OF ~OTESJ IREV DESCRIPTION DATE! INI FLORIDA B ~rviSmNOTrTlo l' R 'A ADD REQCIREMENT TO 10/ /D> I ~ ;~€:S~:iiE_~T~~ULK I c r~~:~~g ~gii ~. "'0 lc/l0/D3iRJA I TITLE TO RE:F'.EC7 NAJL! i I ALTERNATE : i 101)f) SH -, r t x 2 x lie IOce SH., r1 x 2 x 3/8 ~A_B (TYP)~ ~"JeE "ULLlON JAH'9 (TYP'l~MULUON r L ,it :~p~I~b" s~lf' (j.112T :~p~,~b2 S~~LF ,'!~ ~ ~J~~ :'01 ti:: ~' StALAt-tT BE"'YEE)i 1./ 'oIl~DC"" n.. "NGES -i/ ~ ~ULU::N itS X j-l/c SC:L7 TAPP:NG Si'lS SECTION A-A ( 1] ~r.,; s~~~~ }~~'~6~~ j/ $. i"U\",UCN \ ::JJ ~!t9 X )-1/2 SELF" TAPP!NG $M$ SECTION A A (2\ HORIZON-r AL SLIDER MASONRY (FLANGE) TYPICAL MULL INSTALLATION CG"CRETE OR CAULK BET\.'(EN '.!DOD INS'ALLATl"N ANCH~R IMPORTANT INfORMATION 8< GENERAL NOTES I)" MASONRY OP'Nj~G ~BUCK ~ ~AS'Y, ~PEN;'NG 3/'6' "A TAPPER ~ BY 07riERS BY ':THERS CNC....E ~2). These notes are ;lrcvlded ~D enS\.jre proper l~sta~rato(1 of >=1or'da Extn.){iers Milestor:e JM: BY \.-IOOD _. _~ products and mt.5t be follo'Ned ful'y. BUC.< BY J'HERS~ ' : (N~~E S ~ 7) <:\ ~ ",!, :-1/4' MJ.N. GE~,[RAll"STA"LATlONiNSTRUCT10NS CAULK BET\,IEEN I E~B€DMENT 7) APPLIES TO All ',O'<-STRUCfURAl BUCKS LESS THAN 1 :/2" mICKNESS. 'JOT D FE" , r ~ , ~ lNTENDEO TO LlMlT TO NOMINAL ONE BY WOOD BUCK ONLY, BUCKS GREATER Vi~ ~'\.'OODLABNUGCK '~, 5<~"""'" ,) SHiM AS REQD. AT EACH I~STAL,~ lONANCHCR WITH "Ac BEARlNG5HIM. ,VAX. C THAN 1" NOMIMAL (314" THlCK) A~D LESS THAN 2" NOMINAL (ll/2" THICK) WILl . . v- r ALLOWABLE SHL'1 STACK TO BE 1/4 , U N~ SU (J NT yo ~1EET EMBE' MENT REQUIREMENTS OF 1/4' SHIM 2) VSE SIUCONIZED ACRYLlC CAULK BEHIND WINDOW FLANGE "T HEAD & JAMBS. SILL ~~~EI:E ~AIL lE ,H fFI E , J , I SPACE MAX l MUST BE ATTACHED TO THE SUBSTAAH WITH VU!.KEM 116 ADHESIVE CAULK OR 8) ALL INST<\,LATION ANCHORS MUST 8E MADE OF CORROSlON RESISTANT 1\/ - APPROVEO EQUAL APPUCAYJON OF VULKEM lli AO"'ESTvO CAULK AT FlW1E SIll MlOST MATERlAL..5 OR HAVE A CORROSION RESISTANT COATING APPUED SUITA8LE FOR I '1 CQMPl Y WITH SEALANT .~ANUf:AcruRER'S RECOMMENOAT10I'lS THE E'WIRONMENT AND/OR fRAM1NG MATERIAL WHERE ANCHORS ARE USED IN \ '!:1 ~ 3} uSE, SrUCONJ"lEO ACRYLIC CAULK feR PERlMETER SEAL AROUND EXl ER1DR Of PRESSURE-PRESERYA-rt'v'E TREATED WOOD THE WOOD SUPPUER SHALL Be STUCCO ' ii, ''\ LQ:, WI~OOW FLANGE AND TO SEAL HeADS OF INSTALLATION 'AS'"EI.ERS. CONSULTED FOR RECOMMENDATION Of ANCHORS CO~1PATIBLE WITH THE BY :-"ERS...J/ I I, LJI', ' I, <) FLORIDA EXTRUDERS 1000 SERIES "CRIZONTAl SUDER;S SHO\\N PRESSURE,PRESERVATIVE TREATMENT PROCESS USED, , ~' S) Nl~OOW FRA,~E 'IA"RIAl A"UMINUM AllOY i<J6J 9) ALL crEeD SUPPUED HOLES l.N THE FRA~1E (If REQUIRED) WU 8E 3/16" IN PE;:IME'ER jhS~ r [j' L SHIM AS RE~ D ' DlANe;ER. CAUL~ 'I I (SEE ND'ES) B H. ANCHOR INSTA.iATION INS'CRUCTIONS 10) WOOD SCREWS SHALL I<1EET ANSI BIB 5,1 DIMENSJONAL REQUIQEMENTS B~ :-"ERS I I (BUCK 11) IFWOOOTE~DSTOSPLIT,PRE.80REHOlESASFOLLOWS: #8WOOO ',I H ,lOlL HEI3HT) GENERAL: SCREW. 1/8" DLA. PILOT HOLE 8< '10 WOOD SCREW, 9/64" DIA. PILOT HOLE ,'.INDO\.' "" t\ il 'WL ATIACH"ENT OF NON'STRuCT'J'lAL ONE 8Y aUCK IS 4' FROM EACH CO""E~ AND (NATlONAL DESIGN SPEClFlo.TION FOR '.'1000 CONST~UCl10") HEIG.-T) - I ~1~rigt. ~~~e: r ~8"ONa:NiER USEAHARDENEO'i.NAIL'\f1TTHA0097 DLA."'IETERAND13/8"lENGTH 13LASS <TYP) cd. "EADER :5/8' EM8EOME'7). A HARDEN"D MASONRY NAIL' wrH A 0 148' DW1ETER AND 1 h' 3/16" OrA. TAPPER CONCRETE SCREW (WITH NON,STRUCTURAl ONE BY I (SEE NO'ES) ""i'1!j~, I, ~ !..ENG'TH :3/4' EMBED~IEN7) OR EQU!\IAlENT WOOD BUCK): ! "I II ~ J I t\ CNE BY \.'ooD BUCK By C:NCRE'E ~< ,11\ ~ OTHE:RS (NOTE 6. 8.. 7) \" \1ASJ~R"'" OPENING :2) WH€RE. WINDOW IS INSTAllED [N MASONRY OPE~lNG \VrTH A- I I' 'I \ BV "'"ERS ~ON'STRUCTURAL ONE 6Y WOOD BUCK (NOlO 7), USE A 3/16" DlA. TAPPER . :: 1 : _ B 'JJ _-------------,\ '-' CONCR.ETE SCREW OF SUFFIOE.~T l1"l-1. TO ACHIE\lE ~IN. EMBEDMENl OF 1-1/4" II '~!l\ RIG:D V:,"iYL \ (BuC<: w'lD"'!-I)!/4' S(-q,~_~.'---.: -~.;g(":~~~~r INTOMASONRYORCONCR.ETE. ~'R[MET'R II " , '- GLAZING BEo O! FLANGE TYPE SPACE MAX 11'\ ' " 13) SEE SHEET HOR TAPPER INSTALLATION ANCHOR LOCATION CHAAT, LETTER ~ - rAULI<.' I (TYP) r '..IL\iDO"J rRA.."1€ $Hl:wl AS R(:Q'D, - , CONCRETI: SCREWS ARE TO BE INSTAUED WHEN USING T~E EXTeRIOR I ' VINDCV FRA,"E ;NST ALLATICN ANC~OR ~ I ELEVATION AS A KEY, I~' SILL 3/:6' DI. "APPER ~ ~\ :4) TAPPER (RAWL) CONCRETE SCREW MANUFACTURED BY POWERS fASTENING. j' (NOTE l2'\ \ '7 1 1~C. WIlL BE USED, TAPCON (by ELCO TEXTRON I'~c.) DR mEN (by Sl~lPSON II r--......~ RIGID VTNYc 1 1 STRO~G,TIEI CAN BE SUBSIDUTEO WIn< THE FOllOWING UMITATlONS FOR ~ ~ ;I ---..,~ GLAZING' BEAD7 '~" mE ~ORIZONTAL SUDING WINDOW SIZE D24. D24S, 025 A,~O D26: ItJ ( 3LoSS <TYP) / VI, a) I~STALl nvo ADO[TJONAl FASTENERS IN HEAD OVER CHART ~ (SEE ~O'ES) \ I 1(1 :,,11, :!\' '\,\ 0 REQUIREMENTS AT LOCATIONS A AND D, CAULK 3E-;'W'EEN" ! '7 I, 15) ALL REMAINING FACfORY APPUED INSTALLATION FASTENER HOLES NOT V:NDOV FI_ANG€ / f i USED FOR ~APPER. CONCRETE SCREW INSTALLATION SHOULD BE 8lLED INfil1 #€ ~ PRECAST SILL..J "1 1'\\ ! ' f\ WOOD SCREWS OF SUFFlCIENT lTH, TO PROVIDE M1N. SlaiN, EMBEDMENT TNTO './VJLK~M "6 ' WOOD BUCK ADHESIVE CAULK P?ECAST SILL J SFCTION A-A cAUL:< BETW':E~N ------ ~i~ O? A?P?CYED EQL BY or.,ERS '''[~DO'. FLANGE"------ ./ n ' #10 WOOD SCREW (WITH STRucrum 'TWO BY WOOD BUCK): f-a-- \.j ,\J l !. INDOD BUCK riP ! A __ PERII<1CER J J [6) WHERE WINDOW IS lNS,ALLED IN MASONRY OPENI~G WITH A STRUcruRAL I C~ULK S'JCCJ J'; I 11'</0 BYNOOD BUCK, USE #10 WOOD SCREWS (ANSI B18.6 1) Of SUFFICIENT , A '3 C i D BY JHERS BY e;HERS ! I LENGTH TO ACHiEVE 1.3/8" MIN, EMBEDMENT INTO 7HE TWO BY WOOD BUCK. ----c"'I.ND~~''';.!DT'') -' CA~L< BET'''EEN 17) #10 WOOD SCREWS SHALL BE INSTALLED AT ALL FACfORY APPUEO I t r '''000 BUCK ~ INSTALlATION cASTENeR HOLE LOCATIONS. : :../: , '."" SFCTIO N ~AS'Y oPeNING IB) WOOD SCREWS SHALL NOT 8E USED TO FASTEN ASSEMBLYiNTO THE END II ~ ,- j ---, ~ ..<,'", J. ".\i<~~;'" 8 _ B BV 07HERS GRAIN OF WOOD, [SEE SHEET 2 FOR CONTINUATION Of NOTfS] I: .k:J,t H , ~~ ,,:ftl'/"~";~:.'~J''>l:.'~~''''~'':' REVI DESCRIPTION I DATE j IKI FLORIDA EXTRUDERS I~~~~Nyi~1~'rl~~ i i BIB I~"''', _,.....~:- B I~O~R~~T~~D-y;2A.;:?;51:J/'S/G3i,'!JP CERT:F1CA'f OF A<JfHOR'l'.DON NO '235 SANFORD, FLORIDA II I ' J ,~ \l~\, Z~Z?~lv') lo~c.;~'o~. ~6 :~g"f~SI i TITLE cNSTALLClT ION DETClIL_ ~II TAPPERS " ~:r ';;..:":',:,,.~'~~, :*..\<;>.l'",.",>~,~~,~...' ~ I'i~~~;'o '0 '6' 31'R HDRZ SlIDING FI ANGE WINDD'. - SERIES 1000 ~ '., ...:~"". . ,,-.~"" _ L. ^N~ B ADO~f'o ~OT~ '2.), [' t2/ 13/03, ,-,' ARIA A ---.J 5! ~ " '<'iI'l1,< '" ".' ADDEO '0'" 6 " , '0 DRAWN 8Y, BB APPROVED BY' ~ '.".;:'..~,\ " ONE 8Y eUCK c"\cC-OcT i DATE: I2/19/03:SCALE: NTS JDWG.. FLEX0020 S'1EET 1 or 2 ANCHOR INSTALLATION INSTRUCTIONS ICONn 1000 $,H _ ~l x,2 x 1/8 ~:oo S.rl'i r1 x a x )/8 ."A,M'B cTl'P) \ TUBE: MULLION ..i~fojB Cl'?') I, _ __--'-_ TUBE MULUON , r:: 1 ~-l , Ii ~ -" x :/2 mr J1 'J ~ :~PpX!N"~2SMSsELf ~APPING s~s d " v I' 'I i ,'T~ ,:~ . ,~ I'? ~ ;..J! \ "t SEAl..ANT SE:TVEEN 'L.- IJINDOV' rt..ANGE'S '- ~e x ~ -~ l~lJ1K~ T APP!NG S MS GENERAL (CONT): l<:; \ \ '\..... f S~AlANT BCV'EEN '"- ,",lNDCV "'L ANGC:S " ~ULL:t;N "- 1J9 X 1-1/2 SELr "A,PP:NG S:-;S SFCTION A-A (2) SECTION A-A ( 1 ~ ri' x 2 i/16 x liB r-1 X e 7/16 x JIB lJOO S H _ TUB€: ~ULdJN 1000 S d ~ ---L.... iuBE MLLLlON ~AHB (TVP) 1\ ~ l;s== ~AM'9 (.yP' \ i ~ ! ~~ I ~./"'" #8 X 1/2 S[LF" ~ I i r... ~a x 112 SELP TAPP:NG SKS iA,PPINCi SMS ~ r=L1: ~:~ r=1li ~\ ~ , "- r :iEAlANT n:."r'JE(N x-- ...lNDO'\.' ;"t..ANGES to. folULLlCN ij8 ;( 1-1/2 SELF .. APP1NG $MS SECTION A-A W ~ l X 4 X 3fS : I i rUBE MULLION l~OO S H. ....... I I JAMB (TY?) \ I I: 'B KIlo SEL' ~ l.e,s X 1/2 SElr 'rAPPING S~S '- iAPF'ING SM$ II Pi ~. ........, S{;AlANT B(f\,IE~N '-L.. '"II"lDC'w' n.ANGt;'S to KUl..LICN ~8 x l-:n: snr ':"APf>ING SI'I$ 5ECTION A A (3) lX4X~!B Tt.;'BE MULLION I 1000 S.H'l I ~AMj (TiP) ~ ~ I \<; \ ;,J} \ "'\., S(ALANi BC'w'E[N ~ '-L- '...lNDC..... PLANG(S s.. KULLION 118 X ~-1IC' S'Ei... T APP lNG SMS SECT'ON A A (51 r ~ ' IJ.. ~ l v , ,<; \ ~ \ '" ~ SEALAf-il 3E:T'WttN 'L IIIINDa~ 'LANGES "-liB X l_L~eM~il~N -: APp~~G $MS SECTION A-A (6) ) TEtf~ \/:H. il$ I Gn~ I : I LiT ELEVATION \,EWED FROM EXTERIOR r ~ x 2 x ~/e \coo S.H. -\ 1 x 2 x J/8 --/.--., TUBE ~1JlUaN J~HB OYP,) \ TL'3C 1'(ljLUCN ~l "" x 1/2 SEer ~ 1-::1 r.- o. X 1/2 SELF T P,PPli'<G SHS (APf'!NG SMS [ -'A;.I~O~IYS:; l \ .~ ~ ~ I if r='" ---.l"L\ ';01 \ """ SE:"'J_A/>lT 3e;....vE(N ~ "'INDO'" r~AM~ &0 i'<ULllON '-- ijS X 1-[/2 St:L~ "'A,I'P;1';U $MS SECT,ON A-A (2) HORIZONTAL SLIDER FRAME (FIN) SHEA"".,"NG -----I i ~ 11../0 BY wOOD CAULK BETVEEN BY JT~ERS ~ '!ti!l'~ ^ BY OTc<ERS w'~NtC\J FIN s.~ I ~5c:l I SHEATH;NG ,,![II'- \~~~ I I I~S' eLLA T ION ANCHOR '.. t ~; i, 'S '''ODD SCRE'.! SHO'", ---. ~..J ./.~, S-UCC: ORt I I SIO:~G BY ___________ !Tn7 I 1/4' ~AX :J .,ERS I i IV _J SHIM SPACE ,--- IR . , DERI~~0E~ ~ : t=4~~ / I 3Y OTHERS I '~ f,U \ ~ '''m~ ,n" r"-f"': '\ ~~~~ ~~T~~?D (SEE NOTES) ~ I , '\: I I FIN 'Y?E I .1NDO\ol FRAME 'I f-((ADER I' I I: I. '''INDO','' ....EI~,""\r - wlNDOV '''WTH --: r-- S:;;~' s~'i.~E CAUL< BET'wEEN 'I-W~~DLJ'.' wTH --I ~~OO!:ER~OOD ~:! .~t~~~:.~l~~ ~ I S"IM AS REQ'D !i , ~gd (SEE NOTES) '\ j\ i X -1 ~~;I i ~1 I /\ ~I ;,;1 A--, ~ ~----;-:=, rf 0, I'll ----. I~L.\j \ EM~[~~~'NT I I i I /, T 11111' ~ <V.::JCRE'J) wINDOW' r d //"/:~ E:LAcLY 11_ R:==: HEIGHT IJ // Il/"l SPliCE T_--.', 'OF:--i-- lfi I f-!Hl'~;:i~' D ", '{ I 1,1 i I B J~ ~ k.., rl ---:'<CHO" A- I, ~ I /1 j/ L SPAC1~G J: C-Y?) (SEE BELOI,) 6' MAX (TY")- 1_ C.L~~~GN~~Zs;J /~'"'''' ;'! CAUL< SrlEA THiNG El EV A T~ 0 N ! BY eTHERS I BY OTHERS ';:E'NED F'lOM EXTER:C,q FIN TYPE \.':NDOw.J STUCCO OR L HEAD S1I' ~ JAMB A,NC4iJR VAC:~G FRA,ME JAMB S[DING BY !NST~LLATlON A.NC"CR wT"ERS #8 \.'OOD SCRE\.' SHOVN \_ "'" SEALANT 3(T'or'-:!:N '-------L..- \I!NDCV rQ:A~~ , I'lULLlCN -!fax 1-1/2 selF 'r r.?pjNG $MS SECTION A A (5) \:~ - ) . StALANi BE:"'''''SE~ '--- '';!NDC'oi FRAMe &0 !-1UlUQN 'B K 1-1/0 SELF '[ ~PP1~G S~1S SECTION A-A (6) ~<;\ ~ "" \~' SeALANT 3ETI,.I<;::EN '-- "'INDO'''- rRAME:: , !>4ULlICN Ita x 1-[/2 seLf '"APPING $MS SECTION A-A (3) SEC':'iON A-A (4) x 4 X '18 r 1 x 4 x 3/9 in,;CBE 'iUl'UON ~fj Tl3E MlOLCION I ' ! ,----, I ! i .! II' 'I I I ICOO SH. I I. lOCO SH., I I JANIl C'y'?) l II -,A~B cryP) \' I ~I = ~ i ' r........ ,. x i/2 SELF \ I : ~'B X 1/2 SEL. ..,r TAPPING SI-1$ 'i",PPING SMS lil:~ .r= 'JL, I i I; JSI !b FIN TYPE I~(')~ "~/ wL~DC\.' FRA,'1E liv Vii, SII L I I! ! ." Ii i I ~ 'I L~A~BLE SILL : : 'v'U1l ~:CJH~'R-SBY ! PERl."ETER, !, - " I CAULK ~' 'b. : BY oTKERS I Ii ~ _I/A' SHII<1 I _ I~, r ______ ~PACE ,~AX I~S~A_~ATlON ANCHOR Ii IIII'~ \ ! #8 VOOD SCRE\oI SHO,,",N ~ I I I \-.- SH!1<1 AS REQ'D STUCCO DR .i- "'C n[~/ \ (SEE NO~ES) SIDLNG BY ~' I C"'HERS i..... ,"""."'" .-)0 I ~ ....;;".:; 1 f..Mt", CAuLK BET\o/EEN I t5~ ""~ ",~y ~""q, <<;.'.... wl~mOV FIN S ('-' G --I 3~t;; __ a.~ /'~~""f.:~'\#{~tf~.~...iJ', REVjDESCRIP1'ION IDATEI INI ~ SHEATHTNG H~,~,N ~ii\Q ~~'():' ""~., ", '; B IREVoSEDNO'E I TO , . IIR 'A BY -, ERS ~ 5T'.O BY '''ODD 15 '" i V ;' i :<ji t~ : '. ,_-' ADD REOU'REMEW TO ,'0/.103:, J :> B S " ~ I l'~" ,{ , 1 rt ~'~'3 IUSE ADHESiV!: CAuLK 'I I '-' Y C:HER <( ~ ;. ~ f,:,' '-'~'.' . p"f11. 'f?-:> '1....., JAT $HPA LOCAT'ON '"">g _, . ,~~ -'" ~. I SECT,CN A-A Iii~ \~"" f.';.~~\'l>~ };:,' C lREV'SED NOTE 5 !"/IO/"3 R 'A w " ~~"" ",;,'" IR2vISED NOTE 6 AND t- ... '-" ~ ~ ". ,.e-\ft..t~}f~ t\'~ T1TLE TO ?(CLECi ,I.IAk i , ,,~.,~,',t-. '.' ALTERNATe: i f I ~ ,e; '" ';)) ,",OOD SCREw 24' 0 C, ~AX - TO 70 PS, 0 P SECTION B-B ~AII_I 7' J C l'1AX - 46 PSF '-0 7e PSi" u? ~~AI~, 10# IJ C "'1AX - -Q 45 ;:>sr r p IMPORTANT INFORMATION 8< GENERAL NOTES These notes a.e p'oVided to ensure proper ,nstallation of Florida Extruders Milestone products and must be followed fully. GENERAL INSTALlATION INsrRUCTIONS I) SHIM AS REQ'D, AT EACH INSTALLATION ANCHOR WITH LOAD BEARlNG SHIM. MAX. ALLOWABLE SHIM STACK TO 3E 1/4", APP'.Y A BEAD Of VUlKEM 116 ADHESIVE CAULK OR APPROVED EQ\JAl AT THE FASTENER LOCATION P'UOR TO INSERTING THE SHIM TO ADHERE THE SHIM TO THE SUBSTRATE ANDIOR W;~OOW FRAME. FULL BCARING BETWEEN THE SHIM, SUBSTRATE AND W1NOOW FRAME A'<E REQUIRE:), 2) USE SIUCONIZED ACRYUC CAULK BEH1ND W1NOOW FIN AT HEAD, SILL & JAMBS. 3) USE SIUCONIZED ACRYLIC CAULK fOR PERlMETER SCAL AROUND EXTERlOR OF WINDOW FRAME. 4) W1NDOW FRA,'1E MATERIAL: ALUMlNUM AUOY 6063. [SEE SHEET 2 FOR CONTlNUATION OF ~OTESJ FLORIDA EXTRUDERS I~~~N~i~i~L'J:~~ CERnFlCA'f OF AUTHOR'l'.~ON NO. 9235 SANFORD FLORIDA TITLE: !i'<STALLATION DETAIL 1,//#8 SCREwS DR ~PILS HDRZ SLIDING rI~ WI~Dnl,/ - SERIES leOo DRAII''N BY: BB I APPROVED BY: RJA DATE: 12/IO/03jSCALE: N, T, SIDIVG,. FLEX0028 SHEET i JF 2 ~UAil C r ~OQO o,'oJ/DESIGNER r lOCO P\tlfDCSIGNER A,UX!J ARY PlATE ~ APPU(S TO HEAD '* SILL WH(RE: 1" ;( 4" 5t 2" X 4- v rUSE MULdONS ARE '..JSEO l"'~'::: '" "" I~!~. ~, . "~Oll ~Dn'~'.:Joti A."C~RS ICE~ ~j'!QO.I":" ~ \ 'I , / .'PPING $M$ )q 'APP!NG SMS, ' " l!fi'- r-SHEATH1'JG Willi "II I 0= = 0 4. \ / III "( J X 2 X liB ( X 2 x 3/8 ~l I ,.., "TeeE MlLUON L' :r;~3E "CLLleN: ...cu'"~ I' ~' I I J I stA...I<J(r 30.....t(1<I I i I ! ~ TNS'"ALL"""'WN ,:I,NC,,'O~ itS ....000 \ ~L-- ~'~~E~,;'LANG"S\ ~ : 0 I .... "'"I- /' $tPEV (TVP) \-' -- I i~E::XTERNAL ~\jI_llON I I I ll-l'STA.Ll..A~lDN CUP BTUCIIKD sB; O"-OHOE:/S ~~~~~~T ,~~~~~iJ ,e X 3/4 mr . "- ~S X 3/4 S~lr I ' ~ "UlUCN '-lace $H. iAPPING $MS ~ lcca S,H. ,AP'P!NG S"i$ I I I I H[4D CTY?) HEAD (T'(?.> ~ / I \- /'IULLlO'" \ t~~~~~T ,t~~~gN SECT,ON A-A (.: SECTION A-A (2) r hi/DESIGNER I ....:....1..0.\ \ L Io'ULUCN I (TlfP) I IT .\ .~ \ r ~~~~ ~~f~~(S!GNER r k~~~ ~;'y~D)(SIGNt~ J 118 ): 3/4 SEU. =:l I '\ I /' :~a x )/4 SELF I /lt8 X 3/<l SH, :1 r ~"'PPiNQ Sf"IS ~ I, , L "APP[NG S}o1S l TAPPING S~S :1 / /:2: x ~ X 3/8 \ 11\ i \, - r I x 2 7/lG X l/S r 1 x 2 ",',6 x ~:" '1111 '" Ii 'CBE ML<.L10N I I 11"- \yt'lll II I To3E MULUON JI"' III "Ii I reBE "<CLLlON , I~ II " i I II ,,\ \' ., S!:AlANT :' I ,I i I ~ \", L J ",,'"T 'E'''''{ r', t-J I ~~~;:"'.A"G<pUt5 TO HtAO & Sill II'!1ER( ,. X 2" "'- \ ok ,. X 2 1/' s" 'T:...ef. ~jVlUOI-<'S ,lP.( liSt:;) '-1000 SH. ~:P~I~G''s~iLr: ' ""'~~ !-JEAD (TYP) I SECTiON A- A (4) \ ~t,~,Jt\,;i"r \-1000 S.M. SECTiON A-A (7) HEAD (TY?) ~>~ 'rr ; '~ L~ il(.,..e:O f:RO"",, EXTERIOR ~ "- I*e X 3/4 SELF '-- lOCO S,H. ":' APP1NG SMS H(AD Or?.) :l~~b~" '"t~~~gN .s..ECTION A-,~ \ &. MULllCN \\ r ,OCO P \J /tlE:S1GNER S(ALANT 3UY'E(N r leOO ? 'II/DtS1GNER I Stll_ <TYP) :l~eE~;lANGE~ STl... (TY?) \ f r liB X 3/4 SELf' 1 n r lie x 3 4 S(LF ! \ l / "'AF>P!NG SM$ I x 4 x :dJ I IL / "-A,P?ING(SMS 1 x 4 x 3/e I \ JI""J]f"il (TUBE "<CLLI0N I )L;lli "" rullE MCLL'J', \~)' :1 ~ I f' ~ ' I \,i~ 11.lhk il! - ! ~R I \ ~t,~,;t's,;il' L "'-- ~2p~,.JG 4sJV \.........- l~QO $.i-1. l::QO S H. HEAD (TyF\) HEAD (!Yo) SECTION A-A (5) SECTION A-A (6) l ...I.,!\\.~ 'lffi . lNSi'AtJ...AT;O,," "-/'lC:-:Oill: Me ....001) sepc.... \ -----(:;:2. c:.. tS!' I I I I l l/~' M~, ---1 1E:1';BE.~,-t:N1 'Hoyr,e ..... srock.. ~ e: 548 a Hwy 27 C,~rlT',m~, C'l 347' I " '.'c.". '0, 52583 [FLORIDA EXTRUDERS ~l~~o~t'ERo~I :/, INTERNATIONAL INC -' )~"'1' . '~r\.._.--" :TITLE SER 1000/1500 F [N SHEET I 0, 2 '~ '1oRIZONTAL MU~LIoN SECTIONS , ,.". 'fj"d' i ,p 'SEE OT'1ER SIDE (SHEET 2 OF 2) rOR . 0" A.'" :t.'I., ". i DESIGN PRESSuRE CAPACiTIES ':.,7 '" ,~)3 i ~.v I DRAWN BY,HSH 'APPROVEDBy,\!IIB ","I' ~1 It IDATE'12/1/03 'SOALE,NTS 'DWG.' IHMFrN 1 I J 1," "1~. EMBDMENT, <:1 It c)ETAIL C oNE ~y 'o/OO~\ SUCK BY wT><ERS <:1 \ r CONCRl T E: :JR ~,ASONR '( I. 3Y O~H(RS <:1, - - liB X l-1I2 SELf'..i 1 APPING SMS , I \2'- :NS-ALLAT;CN ANt;HCR 3/1&" D:.4. I I r Il.PCCN seRE" A,NCl-JOR (-;'Y?) , O:TERNAl" f'lvLLlON ~ L' INSTALLA1'lCN CUP ......, 'TYPICAL MUlliON TO CONCRETE @ HEAD ,"'.co.lCN..../ i <;:;:;01'1 (APPL,ES TO HEAD & Sill WHERE 1" X 4 -'~& 2" X 4" TUBE MU'_UQNS ARE USED) I I OET:L 8 (1NSTALLATlON ANCHeR , I ' I 3/[0' n:A. ~ APCQN Ii, i SCl?EIII ANCHCR :Ty?) I ! ~' rsu CL~ I "J I' b~~E~~2~~ I "-- PRECAST S!:J. BY D,~;;:r AUXIL,ARY PLATE (FOR ADD:"lDNAJ., ANCMCRS, ''''l-<e::~ R(QULRED.) ~U~< 'M~l~;~' "'11 nlll 'II 1000 SH.~ ",AM! f"YO) , II = ;;e== V ;~ x 1/2 S(Lr ~ r- ..... ~P~ING SMS SCobol..AAT BE:....."~:t.N ",rNDCV ~_ANG~S .. f1UlL.ICN SECTiON A-A (7) ~-" )- ~\ 1# I, ~'I - --- . i G) G) MlUlON . - ~ - i ~ i r l # A A tfB SELF TAPPING "--~ SMS (TVP.) '- ~ ~ viEWED FROM EXTERIOR I~I'~~ .:iNl"'itO I g ~-Ji, liijl :,~ j;:: 0;;: .' IFLORIDA EXTRUDERSI~~~'<'ii~'#'wlli~ SANFORD FLORIDA TIr~:SER 1000/1500 FLANGE SHEET 1 OF 2 vERTICAL MULLION SECTIO~S SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES DRAWN BY: :'-IS'1 I APPROVED BY: W AE DATE.12/1/03 iSCALE: NTS IDWG,: I VMFLG H ;~. .~\. ,. \': DETAiL C 'liD BY 'o/8DD ~ L- BUCK B.Y Diri[RS 1 V8" MiN. ------t--. EMBE~ ~; OX4X3'BM ~I: \ TuB( MULUCN I ~I i 11\ INST~LLA"':CN ANCHOR 148 ,",'DOX I : U I SCRE\I CTY?,) In I ~ I - EX'T'[R':';Pl ~lJlUCN. I I \1"- :NSTA....LA"'l8N Ct:p i "'lVL_ WN woo S H. I APP'..JES ~o HEA:> & SI LL WHERE 1 " X 4" JAM.B nyp) l , &: 2" X 4" TU8E MULUONS ARE USED \ I APPLIES TO HEAD & S~LL WHERE 1 ~ X 2- ~ ~ $( ,. X 2 7/'6~ TiJBE MUldONS ARE \..ISC:O _ jlJj./.s X lJo SELF , --rnr "'APPINC SMS r INSTA:LLA'"IQN A};C~DF, I OGAIL 8 I 's ,Don SCR!:V ~I ;:~ 1 V84 MIN EMllEDMENT ~n<IN'c; ~ ..00& f'"~~=/'.G AJXILlARY PlATF <ft:R ADDPICNAL ANCi-oDRS, \J4EN REQU~RE.c} ~,~) +~-1 ~ FLORIDA EXTRUDERS~~N~i~W'J.~i: SANfORD, FLORIDA 1TITli:.SER 1000/1500 FIN SHEET 1 or 2 VERTICAL MULLION SECTIO~S SEE oT'1ER SIDE (S'1EET 2 CF 2) FOR DESIG~ PRESSURE CAPACITIES DRAWN BY, HSH APPROVED 8Y, ..!AB !OATEd;o / I /03 I SCALE: NT S 'DW::;., 1 VMr I N A 'r~ . ",. ~SHE.A""M!~G - ~ \ <,>1 SECTION A-A W &UlLL~ ~ # rI rfl i ill A &11 08 SELF TAPPING../ \._< StoIS CTY?.) "- .l2EIJllL.j .lliYAI!ill! VIEWEO FROM EXTERIOR jcj ::2 0"11' ", '" ,..,:: 0" a..,,~~ "N/'<")~ I~ ~ -l 0 .,;~, ,as:l: Ll.. z :':/ I.., '" _' ~ : ,,,' I GO ~ C,., 1~;1;d ' . I ~ 1ii...J , c~ }/ I;:: Oct :""..:' \,- jolULLlON ~ "r; ;' ~ VIEWED FROM EXTERJOR FLORIDA EXTRUDERS1~~~~=W'wL~~ SA..N'FORD FLOR1Di I'TIT~ SER 1800/1500 FLANGE SHEET 1 or 2 hORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIJN PRESSURE CIIPACITIES IDRAWN BY: MSH I APPROVED BY, '..!IIB [DATE: I 2/ 1 /03 ] SCALE: N'TS I DW::;,: I HMFLG LJ.J () I- a z w (!J ~ I- a a LL w 0:: ~ ::J o CJ) w 2 LL.<:l::0::: '00:::0 w LL.LL. f-w f- <:l::02Z ~-O::) x~o::o O::)LL.u o:::ozu CL"",w<:l:: CL""'~L- <:l::O<:l::Q wO:::f-z O:::LL.w <:l::zo:::o ow<:o w::!:(/)o f-;::zz o 0<: ::)w-w OO:::(/)"" <:Zc:::: t3(/)W<:l::z CJz~B:o ;::QOoi= O(/)O:::f-<J oEiSQ::!::::J LL."",o:::UCL W""'WOCL O:::Of-ii3<:l:: <:l:: ,z ......J ::)~- O'......J .0::: <i:! (/)<:l::(/)O~ O:::......J, w......JO :::J>~zo::: <:l::O:><:l::O w CJ (Xl I Z ('II f-,r./) =s: ~ CJZw <:l::<D...., (/)~Qo O:::('II<D - Of-O OM"*' ffiz<:u w!a~ct W<:l::~ .... Zf-u...s;J II..... -V),,~ f-f-..JI.U OO:::wO 0:::LL.u.1l. zw ......J 00,' w9B;s~LL.z~~ wZV)enZOO .Q I::>Z OWi=za: f-o LLJu;......Jo:::::;:) LL.z:S~>L5ool:Q o <: Q.. I W (/) Q.. a:: . t;;~<i:!t::O::o~a:l:: w'-'O:::3:('Y)zo::: 'UJ en53:J 0<::J<< w......Jf->-oOf-..Jx :r:~ucrNwU$O f-0~2IZEEoi OZf-ot::S2f-DD f-~(/)u3:(/)(/) . ~~......J (I)~~ ~'c:i ~ ~ ~ ~ I (/) ~ (l)CUCL .!!~~ cu.- ~ 1l.(/)O::: Oa.>w e"Cu ~~ ;.....'""- ~ ,. ~j ~/'(j;. iQ = IdiJ ~ <( a:l u; w o c,;:, Z is ......J ::) en ,:t) ~\t ~ a:: C9 ONE BY '.!OOD Ie- CONCRETE OR CAULK BET\,EEN BUCK BY OTHERS~Ll2:. ~ ~ASONRY OPEN'7C~G .00D BUCK ~ (NOTE " !. 7) BY O~HERS ~AS'Y OPENING BY OTHERS CAUL~ BET\.'EEN VeNDO\.' FLANGE. ~ I ~ "'ODD BUCK I ~ 1-1/4# MTN .. " E,"BEDMENT 1 7', ~ t'--..... :- [NSTAL'_ATlON ANCHCR ~ ~ 3/16' DcA. TAPPER (NOTE 12) BY ~~~~~~ C"'L k'"'\.......... SHIM AS ~EQ'D' , \ "- :/4' MAX PERI2~0E~ (SEE NOTES) gy OTHERS , L ~~~~g~ ~~~E H[A!JER R~G1D VIN':'L GlAZ[NG BEAD \oI,H (TYP.> (\v'lNDO',", ~ HEIGHT) J I CAULK BET'.EEN '.INDr'. ' c- ~ FLANGE & PRECAST SILL 1.1 YULKE~ 116 ADHESIVE 7 CAUL<. DR APRV D EOL ! i PER1~~0C~ \ ! I ""~" U', . ~ 1ft, PRECAST SILL ~ BY OTHERS ., 1-\;/,\;/,-- I A~ I I A 8i C I r r /dl rrt~ i J B K B \'/.H. F I ~i ,-- l' MiN. EMB€DMENT - w.~DO'. V'DTH --:r 1/4' MAX, , (VOOD SCRE\.') " S~l" SPACE CAULK B<:TV€EN SHEATHiNG 'I S";M ~S RE~'D ~' T\.'J BY \.'000 wINDeN FiN ~ BY OTHERS I TVD BY \.'::JOD (SEE N~rES) I,,' r\ iBY O~HERS " SrlEA'~ING I BY OTHERS . / II . , INSTALL~T1DN ANC.-<OR SHIM AS ;:E~'D, ~8 VOOD SCRE.' SHD'.N ~'.:." i 'i I / ' (SEE NOTES) I JU I' ",N. STUCCO . I:' , nlrr-/"\ I ~ ~ \ 'M.BEDMENT BY DrHERS f;.' ! v /' \j j I (',ODD seRE''') PERIMGER ---:7"l-'1 ~ 1(4' MAX. j GL~~i~GN~~ii; -r :d\!y~ -:IHING BY o~e~~~../ f -.J ~ SH,M SPACE F~N TYPF(7;,)T\\' CAULKE;E~::~:S I ~ FL~ TYPE iN ~;:~; 7 L - \.'INDD'. FIN , wINDO'. FRMIE W'IND'OV F~AME ~ SHEA THiNG I GLAZJ.~G (T~p,;EADER oAMB PERl~ETER INSTALLATIDN ANCHOR ~'I' .........- (SEE ,~OTES) CAULK #8 '.OOD SCRE\,I SHQ\,IN , / BY wTdERS STUCCO BY OTdERS SECTiON 8-B r-'.;NDCN_-j I \,I:DTH , Ai I r ,:i! /o~~ : A~ HI 8 Iii B I SPACING II 'i (SEE BELOV)W If -r-;; / II ii ! Ii STJCCO ----------- PJ'. !i I I BY OTHERS I CAULK BET\.'EE~ I.INDOw FIN SHEHHlNG J ~ S"EATHrNG EY OTHERS _ I TyP'CAl VERTICAL '0 f'CRIZO',TAL MU'_UON T) MUlUQN 2 X 4 X 3/. " I ! : ~l1:~CR 2X MUI_L ~uSE MULLION ~ r , I ' :'S'AUT'eN 'CR~ ir - I 1000 S,H._ 'I; I rr"T[R"iA~ CLlP "~'AMB (TY~) I"~ : i: .....J.~! , '8, ..2 sar : JM W"" ..., "',lor:>PJ!'.G SM$ I L- ~x :::R 2X ~iJlL CTyp> n: :( 2 7/j~ )( "/8 I SECTION 3 3 r "EE ~ULUON r- 1 X 2 '/16 X 3/9 ~OCO S H 1 lOOO S.H" + TVBe MUlL1CN OJJI r l~STALLA.TICN ~NC}.JCk' -,AM! (TYP')~! JAM! CrY? )~' ,----, I S~~~:~.1. '- ,. , ~~U2 SU I' I[ I i~~f"" Lli~c~~~':~~Yf' I r i I So MULLION 'iAPPiNG $;'1'$ I I I' ,. x :/2 SELF ~ SECTiON A-A (7) II ----!~'\ 1..L1- "Ck ".J'? '"AP?ING SM$ " f=1 --- +~P~!~6~\~~L~ " a ~ ~'1 I~ I I "I/4'''N. Y ~ /h 'Q " '''J ~11[:N"' , ! / \ /"E~Al' C ~ I '- ?e<C^S' SI,_ " DT"'" s~~;~~ }~:~6€~ __ S~AL~NT ;a("t'''~(~ .J/ ~ ... , "","' """'( 'h"& "- \~~,"",I,"CC o. "~~:::'"::~~~ .~" SECT'ON A-A 'r;-)~~P~I~GI~;SSElr SECTION A-A (4) I: ! @ Iml @ I ~ ~ rr===l' r: x 4 x l/' '-l ' , 4 X 3/S I II: Y' 1 I f I /# I - - - ) I: W ME MULLl"N : Ir- r 'C~ "",,0< I" '"'' .~">, ~.J 0 8 8 lOGO S.H. ,i II 1000 SH. I I ISMS (n" ~' ,MULU:N -:- 11 JAH! (TVP) '\ II : I JAMB (TyP) 1 I I 'I V'EWED rROM EXTER'OR -U , ,~08 X ~/2 mr =1 'w:: I IFLORIDA EXTRUDERSI~~~~'I1~W'J}:~ . . ~ TAPPING SHS I I ~ ~:p~I~b2 S~~LF ! ~ ,J ~ 'I SA..'<FORD FLORIDA ,.....Jj.~ ~ I II Ilf:':"~'~'< i=;i~n;:~';~C~:,~'~~;i ,,,',~,~~~;,," , s~~~~~ }~1;;6~~ y ~- $t~b~~ }i~~~! -Z 1<< en i ~ .~" '..,. SEE OTHE~ S I DE (SHEET 2 OF' 2) FeR &0 ~ULL1SN !, ~ULll=N I, >.~,~ ~.~ .;~~ t1 : <~ -, 13:' DES I G R E ~~P~'~GI~tssELF ~~p:lNiG'~~SSELF 0.' ~ - '>.' , \)~,,,,, N P ESSUR CAPAC IT I ES SECTION A-A (5) SECTiON A A (ill I;:: u;;: ~.^' " DRA1I); BY.I~SH I APPRO\1;D BY: ',,,JAB I DATEd?/1/03 ISCALE,NTS IDWG" IVM'1MFLG I -'..c; ';;7 \ ~'- t~~~~tT F~~~~~[~ , .. I<IUll1CN L liS X t-1/2 sc:~r i APP jNG SMS SECTION A-A (n r 1 x 2 7/16 X US 1000 SH.-, ---,-T~EE ~ULL!ON ,",,,,~c~....;:;-'\\ ~~'.J~/'M~ltra~ 3/9 jA~B (TyP> \ ,;...:...:.:.=.., 'lJ ~' I~ '8 X l/2 S:LF 'J~ ,g X .12 seLF i A,P?ING SMS T APP[~G SMS ~ ~ f~' ~ If I l~ ;;>) ,:::.~ ~ SEA/..ANT IJE:"'~€:EN \ "'- its x l-:/a scr "r~DO"'" rLANGES SE:ALANT lI~i\{f;EN TAPPIN(j SMS .. .~UU.1CN .1.- YINDC"" "~AI'tE L~S X l_tl21.~~11JN i APP!NG S1-tS _ lOCO P" /DES1""CR ,- ~oco P W'.J:DESIGN(R TYP1CAi... MULL.ION TO CONCRETE: @ JAMS I DETAIL ~ c_ '" ...,~<:., (APPliES "0 'lAMS NHERf 1 ~ X 4" 1--2 / SllL (T),,?) I SILL (T'iP'.) &, 2~ X 4" TUBE MUlUONS ARE USED) "'0 , r~9 x )/4 SELF i r~9 x 3/4 SELF I ~ / T>PP1NG SMS IJ / TAPPING SMS !CNCRn~ CR /o'ASCNRl' ~ \ h t"lll ~v 11 r1 x 2 X l/9 INVIII HI 11 1 x 2 X 3/g BY QiHERS \ il __INS~A,l.LATlON ANCHC;: 3/16' 01A. 1ht=;JJ TlBE ~ULLlCN I a-- T\..iOC t-ll"LLION TAPtON SCRrY ANCHOR (1'l'P) L ~~ I" )-----./ \ !r~EX-(RNAL ....ULL!ON , Se:AL.ANT B'ETYhN Wi CNE BY ""'JOD : INSTAllA'TlON CUP I I"I;NDCV F'1..ANGES ~ .. ~lJl..UCN I BUCK B'l' CTr<ERS ' ~ \ Ii I _11. J/ ' <(] I }I d,.. II I '\ i I Sf.:~I..ANT SC.\,IEE:N..,I ~. "-49 X 3/4 SELF "-K-8 X 3/4 self i I' '"n.DOv fL.ANGES "- TAPPING SMS L1l'oo SH TAPPING SMS ~lJOO P. f//DtSIGNER I 5. ~Ulllaot( ~~O~D S(~'Y?) t-<(AD (T'Y?) SILL <TYP> ~~~~~~r rt~~~~iN SECTION A-A (1) SECTION A-A (2) I \ I. MULLION /~8 X 3/4 SELF' I r 1000 P \..I;:;e:S1GNER ~ laoo P.'w'jD€.S!GNE~ HIPPING St-4S I SILL (TY?) ! SfLl.. ITY?) (2 X 4 X 3/9 n I /,e x 3/4 SELF .11 "II TUBE HUlLION I "I , r lt8 ;( 3/4 snr ~ .11 11 I ~"-- ~ / iP,PpING S~S 1 X 2" 7/16. X V8 II ~APPI~Q SMS 1 x 2 7/.6 X 3/8 I I L '1"".11 "II ('V'9EMUlLlDN !NY.II "'11 (TUBE_ULUON 1\ i - 11I4','IN. '.11 II 11.11 Il SEALANT BE"''ot€:E:~ I E,"iBED;.t(NT I r r . I II SEALANT B<fIlEE' /\' - 'L I I ~'~t~~lO~cANGE L . : i L. I i ~l';EE~,c',:ANGEi-<<.j ,L-J . I I I \....:~ I; ':,:,11 \Il" I \.... ~<:;':~'M\Il" j I~.m. "" I ~ HEAD (STYFP:~I-N A-A ('\) S"EECADT1(OrYNP')A_A (4) 1O00 S.H. TAP~~~~~~N .4,-A (7) I StALA,...T 3ET\o'tEN ~ li ~= _ _ _ HEAD (TYP) I \ ~l~tf~!C~1.ANGtS I \ r 1000 P '.../DE$lGNER S(ALANi 3(T'JEEN r 1JOO P,1o( /DES1GNER SILL <TYP) 'JrNDOY >L.ANGE:S -, I S:lL (TYP) I /'lta x 3/4 SELr&. I-1ULLION , rile: x 3/4 SELF Woyne A. 81oo:k, P.E. \ I, TAPPiNG SMS j X , X ','B ~ / TAPPING SMS 1 X 4 X 3/5 548 8 r-,wy 27 ( ( I Clermont, Fl 34711 1'''JIl '" II Tc'9E "CLLlON Ii'" Iii " Ii 'U!( HL<.L10N FL Ucense :N.~;5:~~3, \4r:: ;1 I~ ~ · I', j~.. X 3'4 SELF JI I~,s x 3/4 SECr.,~; "'-- 1000 S.H. 7 APPING $1-1$ L WOO S.J.I, ":' APPZNG SMS HEAD (T'l'P',) HEAD en1=' > SECTION A-A (5) SECTION A-A (6) :. ,.. I ... "---- (.) ~ tjf Z o i= ::;) ...J o (I) z CJ (i) IJ.I Q < o 12 o ti O'l o M ('j o CO ~ CX? :::c f- r-- N E ~ffi~ ~ <:l::WI (/) LL.Zf- ~ 0)0 L!) C3 ~ '"'" C'Jz ~~c:jW6 ~('Y)...t~W ..........J"..,o::f- Ou...CO:J<:"'" "f-Uc.D uj~bUg;".., Q.<:j"::>f-rJ'l ""'0 a::o::. L!) a.:r: f- LLJ 0 rJ'l<:Q..(/)UZ o o z \J) o w - I- U1 S > U1 - C ~ o - ~ CJ ..J I..&. ...J ~ r! J- Z w Z U D o \D C\J . LD C\J r1 (/) Z o (/) > w 0:: w ~ <: z z <: .....J a.. (f) -.J - <( I- W o SHEET NO. 8-14 LAST PLOT DATE October 11, 2004 ......J <i: 0::: f- 2 - ~ ,/ r./) W o u a5 8 -ort ~LL. wr-- c,;:, ('j M <:j" ZM MO <:l::......J MM 0::: LL. ('j N c:~~~ r./) CL CJ? CX? L!) 0 r-- r-- <:j" CL 00 _ O'l <:l:: <:j" <:j" z Q <:j" o o ('j ".., ".., '- Q .0 o +-' C,) o LJ f- <: o o ~ r- l' ci .- l' > I N ..J 0'\ 111 lJ) 0 I \D ID W [1] \D ~ (l'] l' o I I ..J [1] U1 I..&. .- I- ~ CO U1 0. I W r- ~ ~ .\- o z: Ui o z: -(/')0 0 t3~V'iUi:J OZ:(/'):::!~ O-I> ~2t::~r,Q ~NUiCt:Ui 0rl~OO Z:Ct:OoO ~f2w~~ Cio~~z: o:JCt:(/')~ r,Q~lJ.JoCt: I(/)G:Z:::l I-_~~U w o 2 o >-8:z zf-O_ <:z zw~ -(/)> OZ- WOO uu<:l:: ::)z9 Ow 0::: Of-O [t::a: wO:::......J o::~<( wwO:: roI~ f-f-w Of-U z::) )-OCL <:l::IO::: 2t::O z~~ :jffi2 CLZO !a~I ~2~ I- a z l- I (!J er:: >- CL o o CL 0::: o U w 2: o I (/) ::) M o o N @ WINDOW INSTALLATION INSTRUCTIONS (MILESTONE) ~ ~- I'lrl~- MASONRY INSTALLATION CAULK BETWED~ INST ALLA TlON ANCHOR INSTALLA TlDi'-J ANCHOR --1---114' MAX SHIM SPACE WOOD BUCK 8. 3/16' DIA, TAPP,ER #8 I..IOOD SCREW CTYP, \./HERE 1 1/4' MIN, MAS'Y, OPENING \ (NOTE 1.7) TAPPERS ARE NOT 7 1-.....--.....rEMBEDMENT BY OTHERS CONCRETE OR ONE BY \.fOOD REQ'D, - NOTE 22) ONE BY WOOD MASONRY DPENIN.~G (r-- BUCK BY OTHERS ~ 6, ~ BUCK BY OTHERS CAULK BET\';EEN BY OTHERSl I (NOTE 11 8< 12) / i (NOTE 11 & l~B \ DOOR FLANGE _ SHIM AS ,6 ~ ~/ II €x WOOD BUCK REQ'D m ~ , PERH'lETER (SEE :7 SLIDING GLASS "" \ I CAULK BETWEEN CAULK BY \l NOTES) t DOOR FRAME \ <J I..IOOD BUCK & OTHE~S. 'Q b'I\;E4~M~~i r 1/4' MAX, .oAMB , I ,______l..----- t'1AS'Y, OPENING . \7 .J. t> ~ :HIM SPACE ~~.; ~ BY OTHERS I=_:::"""'---- SHIM AS REO'D. STUCCO ~\-f1Yf ::::::::: t:::~r=-- ~ < ~ u I 11'7/1\ ~ (SEE i'lOTES) BY OTHE~ II i, -:.L ; ~ INSTALLATION ANCHOR U ~ 3/16' DIA. TAPPER (~mTE ~Ul Pellill - if0f~RED GLASS <7 ~~~~~K F~~~~fEN INSTALLATION ANCHOR ~ ~ ~ ~ 8., wOOD BUCK #8 SCRE\.; '<..IOOD (TYP, \.. VHERE TAPPERS ARE PERIMETER _______,.....~.. <1"\ NOT REQ/D, _ NOTE 22) SLIDING GLASS CAULK BY . \. CONCRETE OR DOOR FRAHE OTHERS . ....... ~ MASONRY OPENING HEAD ... ~..........-.. SG,D, \,./IDTH _ ) BY OTHERS " STUCCO "" BY OTHERS ""- TEMPERED GLASS CTYP) /~\ CONCRETE OR &=-~--~ t~ASONRY OPENING 2X4, 2X6, OR 2X8 \,;OOD' I >~ BY OTHERS BY OTHERS (NOTE 6) ~ I~JSTALLATlm~ ANCHOR I '\ ~ \\ #8 wOOD SCREIJ CT'fP) --, I CAULK BET'.Ji::EN (NOTE 23) \ I HOOK STRIP 8, (ANCHORS SHawN IN SAHE .d '<..IOoD BUCK PLANE FOR CLARITY ONLY HOOK STRIP ANCHOR HOLES ~ SPACED 2' APART ON -I L 1 1/8' MIN~"- OPPOSITE FLANGES) ENBEDMENT ""', I ~ CTYP) <J .~ SLIDING GLASS DOOR -"", II! I \ <JLJ A I /C > HOOK STRIP "'" ,- oW r L,Y/ 17) "-...'I~. \ /':..." "~~ 3/4' MAX, TEMPERED G:ASC7 ~ I. ,,' I ,,' -T CTYP) L <'1 ~~ II ~~lJg~~ERS ~~I SLIDING GLASS DOOR ~ INTERLOCK HOOK STRIP DETAIL IMPORTANT INFORMATION & GENERAL NOTES SECTION A-A i"" & CAULKING AT FASTENER HOLES REQUIRED (SEE NOTE 2), \ SLIDING GLASS '= DOOR FRAME SILL ~ & 114' MAX- ~ SHiM SPACE 1 , y "Ir\ - I> t ~ b ., f>" DOOR HEIGHT '= CAULKING &. REQUIRED (SEE NOTE 7 n~ il :1 1/2'.6 . -f "t .:. t:>T EMBEDMnn 1-1/4Q MIN, 01 .", '...l.J'" li~ 0' (/)0 ::)2 O:::W Oi/l ~3 -;g t;:w wo.. @2 i'-" Ir .6 INS~ALLATlON :NCHOR \~.1 #8 \JOOn SCREw w IPLASTlC ANCHOR (TYP, IJHERE h\ TAPPERS ARE NOT REQ'D, Lfu SEE NOTE 22) LIBERALl Y APPL Y CAULkING UNDER SILL OR SET SILL IN BED or CONCRETE (SEE NOTE 2), SHIM AS REQUIRED (SEE NOTE 1) It l INSTALLATION ANCHOR 3/16K DIA, TAPPER (NOTE 17) CONCRETE OR MASONRY OPENING BY OTHERS SHEA THH~G - BY OTHERS SHIM AS RE'Q/D (SEE NOTES> CAULK BETwEEN DOOR FLANGE 8. SHEATHING INSTALLATION ANCHOR #8 wOOD seRE w (NOTE 21) l...c A I STUCCO J DR SIDING BY OTHERS PERIMETER CAULK BY OTHERS 1/\ ~ l =11= l.~~ 0~ !'f1ir [I u n 1-118' Mli\}, EMBEDMENT SLIDING GLASS DOOR FRAME HEAD '" ~ TEMPEREr GLASS CTYP) ,.,.. DOOR HEIGHT & CAULKING AT FASTENER HOLES REQUIRED (SEE NOTE 2), CAULKING & REQUIRED _ (SEE NOTE 2), SLIDING GLASS DOOR FRAME SILL '= ~ '-"', I "--' j, I i~ J l 0.:;. : J 1I2~ ~ EMBEDMENT I 1-1/4Q HIN, & ~ I 1/1>. \ \ ~y, ~I !> 1/4' MAX SHIl-1 SPACE ] t 4 ! . l> .b ~ ~. !> t tlo I> A " INSTALLATION ANCHOR #8 WOOD SCREW \/ /PLASTIC ANCHOR (TYP, \/Hf:RE TAPPERS ARE NOT REO'D, ~ SEE NOTE 20) -- LIBERALLY APPLY CAULKING UNDER SILL OR SET SILL IN BE:! OF CONCRETE (SEE NOTE 2), SHIM AS REQUIRED (SEE NOTE D. INSTALLATION ANCHOR 3/16' DIA. TAPPER (NOTE 15) CONCRETE OR -- MASONRY OPENING BY OTHERS SECTIOi\j A-A SECTION B-B w U I- o Z w ~ ~ o o LL W 0:: <t: ::J a (j) w 2 lL<t:O::: '00:::0 W lLlL ~W"""I- O..:::Z ;?;-O::::l ><~0:::0 O::::llL() O:::OZ() 15::"""w<t: ":::':-C:I- <t:o<t:o wa:::l-z O:::lLw <t:zo:::o OW-<O w~(/)o I-~zz gwQ<t: oa:::(/)w -<Z2 t3(/)w~Z ~Z;?;lLO ~Qooi= 0CJ)0:::1-5 o6]Q':-C::::J lL"""o:::()o.. w::::;w 0 0.. a:::01-~-< <t:-lz .....J ::::l.....J-0:::.....J o <t: (/)- 0 ~<( CJ)cr:.....J"-.. .....JW.....JO -l>:;:zo::: <t:o>-<o ~ ~ ~ ~' r"'l@ ~"c:i ~ ~ <x: OJ ~ ~ ~ ~ I (/) ~ 0 (J) ~ 0.. ~ ..'" s:: 63 ~ '0.0 Ci: g CU"- -::::l .....J "- (/) b:: CD <( OQ)w 0::: """ "g () I- :: f:') ~ -~ ~;i2 w .~ ~ 0 () ~ L::=--/.' as M Ci: >< ~) ~/...w w R ~ LY: ~N M<:t zM ('1)0 -< "J ('I) M O:::u... NN o - 00 .~ 0000 CJ) 0.. 00 00 U) 0 r--:. r--:. .q- 0.. 0 0 (9 f--. O'l <t: .q- .q- w~ C:tJ ~ II .... CiJ tfJ:J ~ ~ 00 0 I-,CJ) ~ ~ ~ ~ z w -< ~..-t 'A zo o:::~~.." (/)__0 0"'" Z ' 0 I- 0 ...... ffiz-<u w!:!1f:8ii 0 I,LJ~~~ I:C:~, i= ~(/)-2 I-I--1LU :J <:J cdrl 6 0::: lL U. 0.. ..J zWo..-l 00.. 0 WO(/)S(/)lLz~ifj (I) WZCJ)CDZOO C I::::lzwQ:.=Ji=zc:: Z I- 0 :s I (/) <t: 0::: ~::) ", !:)~o..I-CSb51rg~ ~ I-w.....JIo::: .....J...... .... (/) " <t: !:: 0 <( l:Q -I C woo:::~('l')ZO:::"":LU oJ CDw::::l O<t:::::l....c:c "'" ~g0~~80~G ~ I-O~~~z~~:i 0 8~tn8~~tnDO Li These notes are provided to ensure proper installation of Florida Extruders Milestone products and must be followed fully, GENERAL INSTALLATION INSTRUCTIONS 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX. ALLOWABLE SHIM STACK TO 8E 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 SIUCONIZED ACRYUC CAULK BEHIND DOOR FLANGE AT HEAD & JAMBS. LIBERALLY APPLY SILICONIZED ACRYLIC CAULKING UNDER SILL OR SET SILL IN BED OF WET CONCRETE, CAULK BETVI/EEN BACK CORNER OF SILL RISER AND CONCRETE, CAULK ALL FASTENER HOLES PRlOR TO INSTALLING FASTENER AND AROUND HEAD AFTER INSTALLATION, 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR AND BETWEEN HOOK STRIP & BUCK FOR POCKET DOORS. 4) JAMB AND SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEAL.ER, 5) DOOR fRAt-1E MATERIAL; ALUMINUM ALLOY 6D63. 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 1707.4.4.2 AND THE ENGINEER OF RECORD'S DETAILS, 7) FLOR1DA EXTRUDERS 1000 SERIES SUDING GLASS DOOR 15 SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 500 AND 2000 SERIES SLIDING GlASS DOORS. 8) WHERE "X" REPRESENTS MOVING PANEL AND "0" REPRESENTS FIXED PANEL, APPROVED CONFIGURATIONS ARE AS LISTED ON THE ANCHOR INSTALLATION CHART. Al ! ;if I I ~ 1m /# rh I BIB & & A EXTERIOR ELEVATlm,j 2 PANEL DOOR SHO~N (SEE NOTES 8, 9 8. 10) :{/"~.J'/~:>:'>;;\~' '~ '''', .i:..- : ;", ~ ..;fr'*' 'Aii '{j,.& .' , ,(."<'* ~,;ilt,..'~'t >l' "''f- 'r1;?t<~7;t,~ ,/ ' .c~ ~':~ ~q \; )~ ~::s... f,y' ~~ '/"" . .'.' .' .1i)" :.- 1 ''', I, fJ: .' ,(i~ . ~, t~ #/" .'''......'t'.(.~.. J -"'."'~'''-~~.. ... " "".' . ',J..... ,,/~ ", ~ t, ,3%7 ,J&:;,tOJ '~ '~~' '~ WJlwJ(..-'~.J - /. f, ~~?? .ih \,.. ".\b" ,.,:J.: +;;. ~!i; ~~ ;';'"'"'~:w~~.tf!i .,'~ ,4"1; /,: ti. ~;.'!c";.; ~ ~_" <!"~ /-'-'~,\~ ,.; ~.;'",p~ ',.,'> :s ~, ~"'\' i y...., ,'/.f-!$~ ,I(.>*" " ";$'el"~ %.~\../ < ~,...'".),:,..;:.... .,.~~;:(~.:~':;,,::"'" [SEE SHEET 2 FOR CONTINUATION OF NOTES] REV DESCRIPTION IDATE INI FLORIDA EXTRUDERS IN~ERNATIONAL, INC B REVISt:D NOTES 1, 2, 3, 6, . / 8 0 R JA 2040 JEWETT LANE 11. 12, 13, 16, 22, 23 &: 2 1 / 3 . 'CERTIFICATE OF AUTHORIZATION NO 9235 SANFORD FLORIDA ~~~~g ~~~iEtND/OR I TITLE: SLIDING GLASS DOOR 500, 1000 8. 2000 . Rf.:FEREN(;ES AND/OR MASONRY INST ALLA nON \-IITH [\jON-STRUCTURAL ~t~i~~T!~~SioR~.~gM8ERED BUCk Al\lD TAPPERS REVISED REFERENCES TO DRAWN BY' BB THESE NOTES REVISED ' l~:A.~RE~ ~~hR~OXX DATE: l? /18/03 I SCALE: NTS FRAME INSTALLATION --- DOOR \.IIDTH --- f---1/4' MAX, SHIM SPACE 1_ 1-1/8 MIN. ~--~EMBEDMENT II 1\./0 BY wOOD \ I ~- BY OTHERS " (NOTE 6) I 'V- SHIM AS REQ'D ~ (SEE NOTES) GLASS FRAHE \ .JAMB \ ~ '" " ,="tW" ~( u [; TwO BY wOOD SLIDING BY OTHERS DOOR (NOTE 6) ~_ ^ I 1/4' MAX I \[/ r SHIM SPACE ~ APPROVED BY: RJA DWG #:FLEX0021 SHEET 1 OF 2 H/o BY wOOD BY OTHERS (NOTE 6) LNST ALL A TION ANCHOR #8 \JoOD SCRE\J CTYP,) --, (NOTE 21> (ANCHORS SHO\IfN IN SAME PLANE FOR CLARITY oi~L y, HOOK STRIP ANCHOR HOLES SPACED 2' APART ON OPPOSITE FLANGES.) 1\'" \ \ I r- CAULK BETwEEN / HOOK STRIP & \;/OOD BUC!< - / II rl / /\h~;~~~~1 SLIDING GLASS DOOR~ \1 HOOK STRIP "'1 II ~ \ l/ \ -l,~ \,,\, -0>' '\I .i1.~ "" ~ 3/4' ~AX k Ir, '" "'<:..... T01PERED I ! t- GLASS (~YP7 ~ ~\. D SHEA THING ~ BY OTHERS ~ ~ II ,,---SLIDING GLASS DOOR ~ INTERLOCK HOOK STRIP DETAIL ,I ~~ L TEMPERED CTYP) 1/\ INSTALLATION ANCHOR t--- #8 I..IOOD SCREV (NOTE 21> --- CAULK BETwEEN DOOR FLANGE 8. SHEATHING {~ !b!1 GLASS PERIMETER CAULK BY OTHERS ~(, \ ~ SHEA THII'jG BY OTHERS SECTION B- B STUCCO OR SIDING BY OTHERS IMPORTANT INFORMATION & GENERAL NOTES These notes are provided to ensure proper installation of Florida Extruders Milestone produ('1s and must be followed fully. I GENERAL INSTAUATlON INSTRUCTlONS 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARlNG SHIM. MAX, ALLOWABLE SHIM STACK TO & BE 1(4". LOAD BEARING SHIM AT SILL MUST BE PRESSURE TREATED WOOD OR PLASTIC AND MUST BE COMPLETELY ENCAPSULATED IN CAULKING OR SET INTO WET CONCRETE. . 2) USE SILlCONIZEO ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD & JAMBS. UBERALL Y APPLY SILlCONIZED B ACRYUC 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 INSTALLING FASTENER AND AROUND HEAD AFTER & INSTALLATION. 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR AND BETWEEN HOOK STRIP & BUCK FOR POCKET DOORS, 4) JAMB AND SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER, 5) DOOR FRAME HATERlAL: ALUMINUM ALLOY 6063, l\ 6) TWO BY WOOD BUCK AND/OR FRAMING AT THE HEAD, JAMB AND HOOKSTRIP TO BE SECURELY FASTENED TO ill TRANSFER THE LOAD TO TrtE WOOD OR APPROVED FRAMING MEMBERS PER FBe, SECTION 1707.4.4.3 AND THE ENGINEER OF RECORD'S DETAILS. REV DESCRIPTION DATE INI B Al I ;if ;if! I A & EXTERIOR ~LEVATIDN 2 PANEL DOOR SHOwN (SEE NOTES 8; 9 6, 10) - N . U) wr-.. '0'> Cl..... 0' (1)0 ::lZ O<w ~~ .0 ",,;>:J >-w [5n. g5::; cr::. "- ,~:i~"';";~"";~/~''.\.;'"'' ii,; :,,,; ',~"'" ,,"~ .~!t l~zd1i*.,tL. ~, .;,. , ""i'iV,:' . c ,/ II Y- ~ 4' 1.: '~ ',;,; "'l4f~{i! 'i ::"i~' ,'I( j. ~;. ~jij ~; t~ ;t,~' '~l~ ~"" ~-I fr""'''',- . ..'I. ~'1b~, /~ ~" ) " " t ~"l .. i: ~ 'I j( ~/ .~ > " ,.- i h",.' . ~t;,rl~' t t.. i - ~2 .j27~ .',dJ }- 1~, "'" ." ' _ '; ." "'~<;- ~ ,.<- . 'f'" >_ frl~\~l'" .' / "~>, 0, ~" -~:~ ~,.~~ ~ ~~ ~ * ~,~ ,,,./~ ";~i;, 'f.;{:el~'1~~":~~' >~>,,<~ ,: '(;\,.~,~*~ ~~~:'''': ::~,~"::,~;",...:,,,... [SEE SHEET 2 FOR CONTINUATION OF NOTES] ~~~'; &"od5SA/;6 ~'DgED6. ", l2/18/03 RJA AND/OR REVISED RHNED REFERENCES AND/OR ILLVSTRAT10NS. ADDED ~QTE 20 AND RELATED ILLVSTPAllONS. RENUMBERED NOTES 6 TO '0 &: 21 TO 29 AND REVISED REFERENCES TO THESE NOTES. REViSED TAPPERS fOR 90XX 3-PANEL COORS. FLORIDA EXTRUDERSl~~~~NyJ~O:AL'J~~ CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD, FLORIDA TITLE: SLIDING GLASS DOOR 500, 1000 & 2000 FRAME Ii\JSTALLATION WITH #8 SCREWS I -- DRAWN BY: BB i APPROVED BY: RJA IDATE: 12/18/03 [SCALE: NTS :DWG #: FLEXOD27 SHT 1 OF 2 --~--- ~---------- -~-~, -- . C',jU) L!)Z C',jO ~U) > w Cl:: w ~ < Z z :5 Q.. SHEET NO. O'l o M N Z ~ Q -..: ~ ~ I- b (/) ~ <:t E ~ffi~ g ~ <t:w:r: N :g u.:~~ ~ as 8 L!) ~ <t: : ~~ ~ 6] 6 15 ~M~<i!w $. \.::.....J.-I"",I- 0"" alL u...<t:.-I 00::::l() . (if r'. I- - to (/)..:.::oU~.-I Cl <:t ::::l f- (j) W .-100:::0:::'1- L!) o.:c: I- w 0 <t: O'l -< 0.. (/) () Z 0 o o z IJ) [J W f- ~ :J 0 ~ Ul ~ t' Ocir-t' > I N ~ ..J (]'I U1 o [JJ 0 I - IJ) Cl' ~ W M llJ O[l::Mt' I 0 I -'I..JM I.&. UJ LL ..... -' ~ ~ 00 ~UJo.. I ~ ~ ~ ..... Z "I- W Z (J 0 o IJ) o Z lJ..I ~ Z u;:QS2 0 lJ..If-(/)lJ..I:J DZ(/):::!<t O-I> ~~l::~(/) <tCNu.JO::~ ~,.-1~OD ~O::DDO ~E2u.J':jU CiD~L5~ D:Jo::(/)~ ~~t::DO:: ~~<(~B (j) -1 - <( I- W o w ~ 0 0::: U >-lLZ Zl-O - <t:z- I- zw~ -CJ)> oz- 0 woo ()u-< Z ::::lz9 Ow 0::: 01-0 I- O:::I-.....J o..-lL :r: wO:::-l 0:::3:<t: (? wwO::: CD:r:~ - I-I-LLJ Ol-U 0:: Z:::l . >-00.. >- -<:r:o::: 2t::0 0.. z3() :so:::w 0 w2 o..zo () (/)ZI --<(/) 2=2:::1 5-15 D- o::: o () w ~ o :c: (/) ::::l M o o N @ LAST PLOT DATE October 11, 2004 SGD INSTALLATION INSTRUCTIONS (MILESTONE) MIAMI.b~J_ .. , BlIU.OL'\'C CODE COMPLl4N('E QHICE (BecO) PRODUCT CO~TROL DfV1S1Q,.'l' ~1L\.MJ.,..DADE COUNTY, FLORIDA METRO.DADE FLAGLER BUIlDING 140 W EST FLAGLER STREK r, snrE 1603 lVlJA!vlf, FLORIDA 33130-1563 (305) 375-2901 FAX (~05) 375-2908 ,_ ~O n~E OF ACCEPTAJ.,CE (NOA) CntainTeed CQrporation 1400 Cnion M~elillg Road BIlle BeU, PA 19422 SCOPE: This NOA is bemg Issued under the applicable rules an;i Ngulations govc-rning the use of COnstructlOU matenals, 111c doctlmt'11tatlOn submitted has been reviewed by Miami. Dade County Prod1.lCt Control Division and accepted' by the Board of Rules and Appeals (BORA) to be USCQ in Miami Dade County and other areas where al1()wed by the Authority Haying Jurisdktion (AID). This i-10A shall not be valid at1er the exptration date stated below. The Miami.Dade County Proouct Control DlYision (In Miami Dade County) and/or the Nil (in areas other than Miami Dade County) reserve the right to, have this product or material tested for quahty assurance purposes. If this product or material falls to perf0n11 in ilie accepted manner, the manuladurer wIll lr1eur the expense of such testing and the All] may immediately revoke, modify, or suspend the use of such product or material \vithin their junsdiction. BORA reserves ilie right to revoke iliis acceptance, if it is detennmed by Miami.Dade County Product Control Division that thIS product or matenal falls to meet the requirements of the apphcable bUllding code. This product lS approved as described herein, and has been designed to, comply ?ith the High Velodty Hurncane Zone of the F1arida BUllding Code. DESCRIPTION: blndmark 36 (and~AR) (and WideTrack QB), J~andmark 40 (and-AR) (and WideTraek QB) a.nd Landmark SO (and-AR) (and \VideTrad~ QB) LABELL","G: Each unit shall bear a }X:rmanent label \vitb the manufactl.U'l':f'S name or logo, city, state and follo'\ving statem"r;t: ~Mianll.Dade County Product Control Appro> 00", lIDless otherv.'1se noted herem RE.."lE\VAL of tIns NOA BhalI be considered after a rene'i\al appl1cation has been filed and there has been no change 111 the a2Pll~~_b]~ pt111sling_~de nega~b:~ly_~ff~ct1.ng the p'erfoffi'l.ance of this product. __~,_ ___ ___ TEIDIL~AlI0~ of this NOA WIll oClCur after the ex-piratiot'l date or ifthele has been a tevision or change m rhe matenals, use, andlor manufacture of the product Of process. Misuse of this NOA as an endorsement of any product, fOf sales. advertising or any other pu.rposes shaH automatIcally tem1inate th1S NOA. Fa11me to comply \\ ll~ any seCDOD of this NOA shall be cause for terminatlOn and remoyal of NOA. ADVERHSE'lENT: The NOA number preceded by the words Miami.Dade County, Florida, and followed by the expIration date may be dis.played m advertlSlng Ilte!ature. If any portlon of1he NOA is dlsplayed. then It shall be done in Its entirety. INSPECnON: A copy of this tnlire NOA shall be proVlded to the user by the mamlf.1cturer or its distnbutol's and shall be a\ aliable for im.pcchon at the job SIte at t.~e request of the BUlldmg Ofti'::Ial. TIns NOA conSists of pages 1 throug.h 4. The submitted documentlitlOn \\ as re.iewed by Frank Zuloaga, RRC 8 .~ '\.>...: .. ...:Je, I- ~ , ~/ NOA ~(),: 02.1219.03 Expiration Date: 02/28/01 Approval Date: 03/27103 Page 1 of 4 6. LABELiNG 6.1 Slungles shall be labeled with the Miami.Dade Togo or the \\ordmg "Miami-Dade C(lunty Product Control Approved". , 7. BURnING PEIDUT REQUIREMENTS 7.1 Applicatlon for bu~lding peo1llt shall be accompanied by copies of the tolhNing: 7.1.1 This Notlce of Acceptance. 7.1.2 Any other documents required by the B~llldlng Official or the appl1('able code in ,mler to properly evaluate the instalJatil1n of this system. DETAIL A CERT A1NTEED LANDMARK 30,40. 50 All dimensions shown are in inches -5 5/81 16 t 14 '" 2"l 112 ~_.- t--- -3: 1~~ ~"f' rn-n 5 5/8 \ Full _-L Sll~~ I I I lstarter ---- Eaves KOA No.: 02.1219,0) Elpiratioo Date: 02/28/07 Appro\ al Date: 03/27/03 Page 3 of 4 ROOFING ASSE.MBL Y ApPROVAL {,:'ategory: Sub*C3fes,orv: RoofIng 07310 Asphalt Shmgles DlD1enslOnal Wood Materials Deck -r, pe: 1. SCOPE This revises CHtato feed Landmark 30 and AR (and Wide ft'aek QB). CertalnTeed Landmark 40 and AR (and \VideTrack QB), Ce.rtalnTeed Landmark 50 and AR (and \\'ideTrack QB) Shingles as manufactured by CertaiuTeed Corporation descnbed in Sectlon 2 of this Notl~e of Acceptance. 2. PRODUCT DESCRIPTION Pro<;f!1f1 Dimensions felt Sl>cdficati{)n~ Product Description Celtainteed Landmark 30 and 13\-:0" x 38 %" AR (and WideTnKk QB) Cert21inteed Landmark 40 and 131." x 38 Y." AR (and WldeTrack QB) Certamteed Landmark 50 and 13y." x 38 W' AR (and WldeTrack QB) Accessory Shwgles vanous A hea\')' welght~ 2471b/sq, dlmensional asphalt shmgle. A heav)' v.elght, 2641b/sq, dlmcnslOnal asphalt shi.ngle. A heavy" eight, 2961b/sq, dimenSIOnal asphalt shmgle. AccessoI)' shing:es for hip, ridge and stmter stnp apphcauons, PA 110 1>A 110 PA IlO proprietary 3. EVlDEN<.:E SUlnUTTED: fest Agent! fest Identifier Test ~ame/RepOtt Date 04/02/01 Underwnters Lahoratories, 111c, PRI Aspbalt l\.'\.'hnolog1<:s, Inc. R684 PCTC-OI-02..Ql CTC..I)06~02.0 1 PA 100 01/12/01 11/12/02 UI. 790 Undel":vriters LabQrahmeS, Inc. 94~1(9632 Wind uplift reSIStance PA 107 02}''K42448 11130, 00 .1)/08/02 4. LL\UTA no;ss 4.1 Flre dassification IS not pa.'t of this acceptance, r<:fer to a cunent Approved Rootlng Materials DlTectory for tire ratings of this product. 4.Z Shall not be ll'1StalJed on roof mean heights m excess of 33 it 5. h'iSTALL\ nON 5.1 Shmgks shall be installed 11) compliance with R,)ofing ApphcatlOo Standard RAS 115, 5.2 Flashmg sha11 be in accz'ldance WIth Roofing Apphcal10n Sian&rd RAS 115 5.3 The manufactUler shall provide c~early wntte'n apphcation lJ1stnlCDons. 5.4 Exposure hnd course layout shall be m complim1Ce WIth Detail 'N, attached, 5.S Na:lmg shall be In comphance with DetaIl 'B" attachl.xi. :\0.\ No.: 02*1219.03 Expiratiou Date: OZ/28/(}1 Appro\lll Date: 03!].7, 63 Pllge 2 of4 DETML B 1 f-~--143/4" -lj_--12U "~---..-i 1 -" ~A, ':::::::l'~---~- .~, rl -'. , I 13114" 1 I I I __.1 r-'---'-- , .. 12" --- .-- 38 314" -- --. -- - - 61:8 J 1 5 5/8" ExpQsure , "Xx LANDMARK 30, 40. 50 (AND AR) 38 3/4" -- -- -- -----------J ~liLz:l.~.}~J~L//LLLL/'~// /7-//.' - 1 N<t$img area for "'lQ>H "PQ $taIHjar~ Stcp<< (ttt.'m ~ S 1:2 to Z1 1~i Hail l>el1.""'. uP0' &.10,,"'" nllillil1r;,; 12" --- "...!...,o.. - ..--.-- 14 3/4~ ~- 1"~.lx,,~ WIDE,......{ -~- _ NA1UNG U -r-- D\>' AREA ! . C . 5 5/8" L_ _EXP:L ___-_- LANDMARK 30,40,50 (AND AR) . WIDETRACK OS (Low and Staf'l\:!ard Slope) 13 1/4" r~f i 171/2" 6~ : I I LU nD 38314" 7::z'/7i:,L,(-r7~./~/??/7h.;~~~~~7Z7Zb - - --------...-\ -~~- I I 13 1/4" Na~{(\fJ aru. f-or "'st~p" S:~.{W$ (g ~at131 th3" 2.1 ~ 2) NalJ betf<Y;3~ t:Ot1.OfT':Z r);}J~ \u es 143/4" ---100 I ... '\ ~~~~ 1" U..NDMARK 30,40,50 (AND AR). WIDETRACK QB (Steep Slope) END OF TillS ACCEPTAl","CE Q' ~ <> . !;'Ol: NOA No.: 02-1219.03 E:rpiratfon Date: 02128:97 Appro\'a! Date: 03/27/03 Pag" 4 of 4 \~ \ :"\ T E h '\ II ~" l t "l' PIt \ ~\ K" \{ <;, \ LAMINATED SHINGLES ::H~t 'SH D!M.tNj.~~Jl{Z lANDMARK SERIES WOOD$<APf' SERIES SiJf ;-';l(;. ~U~[~}I::~S lANDMARK SERifS. flREHAlf' AND AlKHlHCf SO [,- 1<;0 li\'O rH1<Qt GH ,TIJ (~)l R$f;s.: ~ t J J " ,,~~ O~E ~:;;;f O~U', ~~U~Ol) fOi< ~\,'Rl( rIMff1~IO[,j H!D Ur.:'cHRK T~ SM'NClfS '~ ,,*,~"t., "d;):$ f\\'L'l ~t[}o.~S "~- n' . - \ /~-~--~~~ :__1. ~--\.__.-"" ''';;-;'1 v.~l ~&~t'\"'-~l,* :>bl t~ "....~. 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I ,) I 'I '1 ."', ~_.....J._~,",~ GENL.Ri\L f\L U0111'~I-,H CORP (ARROU. 10N. ro:,~s ",,,. f'j,'l HLlRJZONAt. MULUON !'-oi""l..LATl(JN D~:rA1L I~LU;o.~~NUt-t Ti..la:t (\.r__Jl_L r.nN C':t ND. 1447 __ ~- - --- 1- Bn 1"""''''--- - 1'''''''3il7/oe v"'" .. __ _ _ I "",," HAt.{,. l"""> " - .. 1- ro """.~'~1 t >~T=~:~ t:~ L_ t~ \/ ~ T ION ~p d-r;hz..... : f.c~ f'l..'(f",e~ ,,. ~ llZ'~.,,;y.1 ':J'Jd, n:t l"\~tI~e;o(.. ~"'.... :<t:"J-KI"', "l..::fl:l"'" ~lo1t. .~ ~t1 ~~ Olfe ~.:...~,t~ TYPICAL MULL. INSTALLA-rION IN$lA.u.All(lN-~ ANCHOR / (1W,) ! MUlliON ---I -l,l ANCHOR I3RACl<I!.T ~ I' r--rr~J" t~ll~ C[N-046~ Ii{ II I ' It: r: ! ...- ~Vt.LIOlol OIS: NQ, l#Z M\JllPS'~lli; n ; /' ~~:<l~~~~ON O;e rt/~ fl' I ! l~ I ,,/' AI..$<? ee USeD I 1 I' ,IILjI L-t~qrATIO~ --- f}8 $LV TAPr'ING (ll] .J Sl,!$ ('Nf>) U ,.__,,___L_- _.~- -T' --'''-'' " "~.. '" Sg; NOTES <l ".. ~ ~ t13 ~En: OR MASONRY -._~ .. " -----T SV!ilStRA TE: $(-tOWN, WO(X) ,,~ FAA~'E: St):;;S'fRA1" Al..OO A?i>U.e:s ~, ,~ /J W\NOOW~/ FRAMe JAMB (T'(1>,) .~:t Olt NO, H4~ SEC110N (3-8 NO rES; & f~t~..H~l~'i,n'fg ~5if~N~\.~~~ ~~SW~V/i!pl~k~~'ts ~!lte~~~I):- 2') iN k~A.<;()N!<.Y eONS'\'RUGTIQ.'l, ,I, Tt'lCH ~".WQN TO WesTRA 1"- 1\!l'!H ~!Hl' - pv.. <lQNQ'lt.ll!: Sl:i!\f:,v AfotC,JOR OF S\.tf1'ICICNT l, 't1'f. ro ACBl€\~ 1-1/"- Mi>j, tMa€P'jOli fNTO C,~Era 0"" MASONRY, :I) I>> WOW fAAut c;<),,;ST,<<JCTION. A11'ACH MVUlo.'l T<; SV$Sll'\A11l: Ij!llNG 110 S'CRtm Of SUl'I-"!ClENT lTH, '!\) <'iCH1EVli: 1,-,3/e" Ml,.'t. EMSWMmr iN'l'O \\'!XlO fRI>:WHO, 4) WAL.'(l,'l An,/>'cHMtNT IN se;:;11<W fH!i lS wi>. AT Hlt...o- .1< $Ilt.. !;~ IN$\,.oIj,lA110l>l OF MV.Uc.... Mi SHOll,. Oti 1WS SKtt1 CO~ '141'\1 THE: 2001 l'l..OllIOA ll~~ Coo( WflH mz Rli:\II Pl'IessvRli C.;.PAf:jT'( .... sPAN'" SP'A{:I,tO, O~~ 1<> A De"Sl\t"N W "':>9,1) !>$F. 11' IS W 01H{:R$ W NCE ON .II SPttlflC $iR\ICWRE. .....-- GENeRAL ALUMINUM CORP. CARROt.!. TON, TEXAS til~~nCAl.fiiilToN IN$TA.llAi'lON Da1'AIL A\..UMINUM RJaa Mtitt10N. D~ NO. 144:2 "'Os ----l~ Iii' l"~'---- ]~$/~ti~ ~. -----\~ HALF l~~':::- i~~~~;;; SECTION A--A -------...----- ~,,;;::..~ r'! A A 8 8-' EXTERIOR ELEV A TlqN --------- /\ / A~ 'fle lx.1cv l'I;..I1,\\\:i\ l,_',. ','''' "''0 f..~h~~)'t~~~~4..~~.t,..~~... ~<<<<if...~ m<<tt~~ ': tt. ~-\ -Jlll'"~ IlI'<.'llMl! ~~ , 117'( -----lNST..t..LAHON s~.. NDH:S -1 i ! AN.CrKll< ~ ~ ltJ I ~oI.)'l'DN- / (TY?'> \,1ULLlON ~;>;> "1 , ANCHOR ~Drf: NO. lH5 ~ nRACKET ""'--r INSTf\l..lAlID/;j v (~ : l"\.'LUQN ~ :<' ~ 1 ~ M'C}jQ~ fRAt~rNr:tL -~ ~:"_-#Ol Sf:J.F TAfPINcr ~~~~~ / <W?> nYi>) 1 !i/oiS <T~f',) , ", ~/ I.' ~ @ I ~'=---~71 ~ ~_' ) " .. ii!t.._.---=~ :::-:::- ..:' c,,- _.. ,_ .. ._ _"::.,.....,._~ 1 ij I -- --- .- l>' -.,"Cm.'CRe:n: OR M,A$!:lNRY - -.- .-' . \i'QQ~ ,RAl".~ $V~Sl'AArr.;: "=-----"'J' ,@lpo/ALSOAfI'UEi ~ - MtJt.t.lQN I DJI:: NO. 1445 ~ ... / ~z::.. ....;'Nl'XlV.. ./ . "1' 0 ' '" ." ~F:AME: HeAD @ SEe I iN B- B " HYPl ____ ,-------- ~Ql ~UllN lNS1ALt.A not< Dt1 Alt.:> '1",..t. Y TO Al.lMlN!M T\JllE MU'..t.tl.1l>1, !lit Nf.'L 14,1$, IJKPf USE'll to ~l$.!.. S1JolC>lt: KUNG <iNll OR P~TUR\i: 1<11'''J'lOI.lS Hf:A:ll r Q Sl!..L <!; IN /oMI$ONRY CONSTfl\.ICTlON, ~HAt.l{ MtlLUo,'1 1'0 SUlIsmre II!TJoI a/IS' !f'.A. ~liNt" A.>lClitlR or $t.TnC!~'l' UH, TO Aooe;vt: :-l/4" tolIN. tM1l!llMEIft l)ol10 ~~Nt&; 1;;N$'TRlJ'CTUlN. AHACH Ji\Jl..!..n:J;.'1 to SlJ~S1'RATE us.tw.; tla SCR€:'WS of" Surf t. , IICmEYt:: l"ue- fI(N, !:!<OCtll>lOl'r 1~'fO '>IOOll fli....'nm 4) rr",(~ ll't ~CnON '$-ll lS n'? A s> !OM UP.'! tiS SHW~ UN 1'1-IIS SliEtT liS VUtI i\{l';: eoot n.. NilS \11TH 2tltZ RtV1Sro~ MVl.Llf1'1 cN'r<:ny ro S;>/\,'4 <<< :':f'(,cmn. Ml.!LUI1>l AI-..'CrI'JRS ~ ll(S A DE:S,GlI PRES E 17 ~S~,I) PSF', n IS THe RE;SPUNSll'!lurf aF UM TO II u;RM1NE COOJ"\..~e: 01>1 A SPl;:C1fIC s,m'JCT1.iR.E. /~l . ,( r j.. ooV '. ;/7; ~ ''(:/ '" S[CTI0N A-A _-.------,-~"--- ~-=~= I' A-, , ';.--. L 1 l'\ A'! B:S \ ttz~J~~ EXTERIOR [LEVA TIQN _...............-.....,'''---------~- GENERAL ALUMINU~1 CORP, CARROL~ro~, T~XAS '1'l1\b rU\Nt'!': Hoiuzww.. Ml,llWOJ>l lli-SrM.~ vnAl\, AL-W,'l.llNl'l iI!~ MI}l.1..tCN, unr NO, lH5 ~::: j/$ EBi~---"' ~~'Y~lI(le '== ,--- ~~ I((A"> ____ l~ HaLf !>'MI>____ ~ ~H~ ~,......~~~~~I;OIt\.*,.,~J(4t._lo~~n.:J(~~ hQ<<.m"4l~ f._~ i,IU,UCi'i .l'~:-'/I'::J"(),~~ b,c~A(YET IOWl!<l< (,nl-O~51 '---- V,1~ DO!I F1~.\Mt ...I.\\~S C;'j'P) ~~ E0 --~'''' //- :NS)'A',L'\\'IO", /' ,fldCliOO . (n?' @ ,~ '" , -_::--_~' >= .~. 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TO A~vt ,,\-1/1" MfN. (MSeCt..f,:t<.f'f IN10 cOnCR~~E ~ !.11..<~(;N~ r ~'{) ij'{ WOOO FRA\{f' ~>')NSm1JCj\ON. ^1~j..Cn '-tOlUOO 'it';> $t.'S~H~,~1E lJSl'1G. in:; SCRfws OF '3>.>"1'><:'('<' L>rl Tt) ,~CHlr''t \-s/a- ~MN E:M&'DMEWT INrO wO!.>i) r~,AMfNO, GE'NER/'.t ,4LVvlir":jUM CORF', CARRoOU k~ rrXA~ .. __ 1\M> fHi \if.:RTICAl MUUJ(i~ ;I1SfALlAI1ON OETAlL .'LU~{lN<.J\>ll 'iUSt: MULUO',. Dlf.: ,~u 1446 '''''' - ,:::, I""" JS 1""">,(>' --.".. -l"^~ 3/17/~- wW" _".._" I~ HALf J""''''-,---- 1''''^'''O~R-~4~' ~-m ~Y:. ~",<1 !:;:l(o'>>"~~, ~ Y.~~~ 1">;)>>";, ~f~ "\.~l :tI:'i~ ).><in' (~:M:(4""'~1 tM< ~.w$.~," w () ...... o z w o <( ...... o o LL W 0:::: <( ::::) <Y CJ) w ~ LL<:O::: -00::0 W u..LL I-w I- <:o~Z ~-O::J X~O::O O::JLLu o::ozU o.."",w<: o..'::::::S:::1- <:0<:0 WO:::I-z O:::LLW <:zo::O ow<:O W::S:::U)O I-~ZZ o 0<: g,~ifiw <:z~ ~(/)W<:z 0Z~e:Q <:0001- 5 ifi 0:: 1-0 O~Q::S::::J LL"",o::Uo.. w.::::wOo.. 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S\JC-l< BY 01'Hms (S€E NOn: 16) 1 <1 ~----'--f SHIM AS REO'I) - <i :i 1-1/"'" !.IIN_ (SEe NOn::S) 4 4 EiM8EOI.IENi ~__' .~-__ _ - _ __1 1- -~ --:.:::::::::::::-~-~ .l'-~~.?:.':==---l. . -- ~--~-_ '--1/13" MIN. --~-- ! f.:MS(DMEtH l _ -L__.1 '1tJ<;c9 7 -/I!.. 2j, 'Ir" rJ; lJ---r I3Y OrHERSJ I~J il 1/4." MAX , SHiM SPAC6: f'tRlME fE!'( / CAULK BY ;1 011tt.~S OQOR FRAME J HfAD PE:RlMETtR CAul)( - BY 01'HERS Si\.ICCO -- BY OTM!:RS l ~ 1/4" MAA. ._- DOOR ~OI11 --- ~ SHIM SPAa': DOOR H(!GH! t:xrfRK:R tj Sill'.l:QH...a~:.B CONCRr;TC Oi~ \ MAS~R'f Of'EN,l'lC By orl-ttRS c,~uU< BETWEEN WOOD BUCK & Io4AS'y OPENINO BY on'iERS ~ 6 4 ' UBf:RAU. Y APPlY CAuU<iNG J tJNOCR SiLl ~ sn SJU. IN aEe ($ CON~TE (] '\l l-ij4" MIN ~ EMBEDMENT . I -,.------..-4--- ~ SE.CTlON A- A ------INSTALLA110N ANGHOO 3/16" DfA. TAPC~ '? <1 SLICiNG GlASS DOOR """\ HDCt< SrRlP \ \ 1\J ~ " Ii ~, II OC(';R i.lA1[Ri~L All;W<\J1>i ~U.OY W6J, 2) TAPWN i1?E iNsr~UA1'lON AN~ 0 SllJ. 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