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HomeMy WebLinkAboutBIN B-4 PERMIT 4312 TERMITE SPECIFICATIONS: 1. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE-INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL.(FBC 104.2.6) 2. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1'-0" AWAY FROM BUILDING SIDE WALKS.(FBC 1503.4.4) 3. IRRIGATION/SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 1'-0" OF THE BUILDING SIDE WALLS.(FBC 1503.4.4) 4. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, BETWEEN WALL COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAT 6 Ii\CHES. EXCEPTION: PAINT OR DECORATIVE CEMENTATIOUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY TO THE FOUNDATION WALL.(FBC 1403.1.6) 5. INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL is COMPLETE.(FBC 1816.1.1) 6. SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED AND FORMED.(FBC 1816.1.2) 7. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC., SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT.(FBC 1816.1.3) 8. MINIMUM 6 MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAIf\FALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT is REQUIRED.(FBC 1816.1.4) 9. CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXTERIOR SOIL TREATMENT.(FBC 1816.1.5) 10. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1'-0" OF THE STRUCTURE SIDEWALLS.(FBC 1816.1.6) 'i:: 11. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION. AIW SOIL DISTURBED AFTER THE VERTICAL BARRIER is APPLIED, SHALL BE RETREATED.(FBC 1816.1.6) 12. ALL BUILDINGS ARE REQUIRED TO HAVE PRE-CONSTRUCTION TREATMENT.(FBC 1816.1.7) 13. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDII\G DEPARTMENT BY A L1CE,'JSED PEST CO'JTROL COMPANY BEFORE A CERTIFICATE OF OCCUPAi\CY WILL BE iSSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE: "THE BUILDING HAS RECEIVED A CO~PLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES."(FBC 1816.1.7) 14. AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN 1'-0" OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES, TUB TRAY BOXES, FORMS, SHORING OR OTHER CELLULOSE CONTAINING MATERIAL. (FBC 2303.1.3) 15. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC., SHALL BE BURIED WITHIN 15'-0": OF ANY BUILDING OR PROPOSED BUILDING,(FBC 2303.1.4) A.B. Abv. A/C Adj. A.F.F. A.H.U. ALT. B.C. B.F. Bk Sh Bm. BOT. B.P. Brg. Cir. clg. Col. ,. Compo C.T. D Dec. Ded. Dbl. Dia. Disp. Dist. D.S. D.V. DW. Ea. EW. Elec. Elev. Ext. Exp. ABBREVIA TIONS Anchor Bolt Above 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.I. G.T. Hdr. Hgt. HB Int. K/Wall K.S. Laun. Lav. L.F. L.T. Mas. Max M.C. Mfgr. Micro. Min M.L. Mir. Mono N.T.S. Florida Bldg. Code Finished Floor Fixed Glass Floor Foundation Floor System Fireplace Foot / Feet Footing Fixed Galvanized General Contractor Ground Fault Interrupter Girder Truss Header Height Hose Bibb Interior Kneewall Knee Space Laundry Lavatory Li near 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 W/ W/C W.A. Wd WP MASTER REVISIONS DATE DESCRIPTION Opening Optional Piece Pedestal Parallam Pounds per linear foot Plate Height Plant Shelf Pounds per square foot Pressure Treated Powder Room Radius Refrigerator Required Room Round Rod and Shelf Smoke Detector Square Ft. Shelves Sheet Side Lights Spruce P:ne Fir Square Southern Yellow Pine Tempered Thicken Top of Block Top of Masonry Top of Plate Transom Window Typical Under Cabinet Lighting Unless Noted Otherwise Vanity Base Vertical Versalam Vent through Roof Washer With Water Closet Wedge Anchor Wood Water Proof STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA FOUNDATIONS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS FOR ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. CODES: FLORIDA BUILDING CODE, 2001 EDITION WITH 2003 REVISIONS BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-02) SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS (ACI 301-02) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI 530-02) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 2001 EDITION APA PLYWOOD DESIGN SPECIFICATION SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR) FOUNDATION INSPECTIONS A FOUNDATION SURVEY SHALL BE PERFORMED AND A COpy OF THE SURVEY SHALL BE ON SITE FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI, A SLUMP OF 6" PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM 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 STAIRS LIGHT PARTITIONS (DEAD LOAD), U.N.O. WIND LOADS BASED ON FBC, SECTION 1606.2. WIND VELOCITY: 123 M.P.H., USE FACTOR: 1.0 20 PSF (REDUCIBLE) 40 PSF 40 PS F 40 PSF 20 PSF 10 PSF ATTIC L.L. ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH-INS MUST BE COMPLETE, INSPECTED AND APPROVED BEFORE REQUESTlI\G FRAMING INSPECTION. PREFABRICATED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. 2. PREFABRICATE WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS-GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPOR- TIONED ( WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FOLLOWING DESIGN LOADS: 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDAI\CE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACII\G, 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 WORKII\G POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. WIND LOADS: (F.B.C.) CONCRETE STRENGTH @ 28 DAYS ALL CONCRETE UNLESS OTHERWISE INDICATED PEA GRAVEL CONCRETE FOR MASONRY CELLS ONLY (DO NOT USE FOR CONCRETE COLUMNS OR TIE BEAMS) 3000 PSI 3000 PSI REINFORCING: WELDED WIRE FABRIC SHALL CONFORM TO ALL REINFORCING BARS ALL STIRRUPS AND TIES ASTM A185 ASTM A615-40 40,000 PSI ASTM A615AO 40,000 PSI CONCRETE MASONRY UNITS: ASTM C90-99b, STANDARD WEIGHT UNITS, fm=1500 PSI MORTAR TYPE "S" 1800 PSI CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED DURING CONSTRUCTION ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI, U.N.O SHOP AND FIELD WELDS: E70XX ELECTRODES ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 BEAMS, RAFTERS, jOiST, PLATES, ETC. U.N.O. 1\0. 2 SOUTHERN YELLOW PINE (19% M.C.) ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR, or OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) WALL SHEATHING: PLYWOOD C-C/C-D, EXTERIOR OR OSB VERSA LAM BEAM Fb = 2900 PSI (2.0E) 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 REIr-..FORCING 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 REIMORCING WHERE PERMITTED SHALL BE THE FOLLOWING MINIMUM, UNLESS OTHERWiSE INDICATED ON THE DRAWII\GS: FTGS, WALLS, COLUMNS, BEAMS, SLABS: 36 DIA. OR 2'-0" MIN., WHICHEVER is MORE. FILLED CELL REINFORCING: 40 DIA. OR 2'-0" MIN., WHICHEVER is MORE. TEMPERATURE 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 PS F 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 REIr-..FORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FillED WITH COARSE GROUT. 5. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 BAR DIAMETERS. REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL TYPICAL UNLESS OTHERWiSE! NOTED. 6. REINFORCING STEEL SHALL BE LAPPED A MINIMUM OF 40 BAR DIAMETERS, Ui\LESS OTHERWiSE NOTED ON THE DRAWINGS 7. GROUT STOPS SHALL BE PROVIDED BELOW 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. PLEASF. 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 FOUr-..DATION 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) Wlr\D 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: (COMPOI\ENT 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 / AO.O PSF DOUBLE 16x7 +37.0 PSF /41.0 PSF SEE FLOOR PLAN FOR ACTUAL PRESSURES ALL WORK SHALL COMPLY WITH ALL PREVAILlNG CODES, FLORIDA BUlLDJ}:G CODE, NATIONAL ELECTRIC CODE AND CITY OF ZEPHYRBlLLS ORDINANCES ENGINEERED PLANS ON FILE REVlEWED HA~ 1 0 2005 ~&r WALDEN GRANDE 2003 STEM WALL -", GENERAL NOTES: THE FOllOWING TECHINCAl CODES SHAll APPLY: 2001 FLORIDA BUilDING CODE, WITH 2003 REVISIONS PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70-02 NATIONAL ELECTRICAL CODES 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WALL MOUNT WATER CLOSET VOLUME 3.5 GALLONS 3. WATER - FLOW RATE. PUBLIC FACILITIES 0.5 G.P.M. PRIVATE FACILITIES 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. 4. ALL WATER L1r-..E PLUMBING TO BE PVPC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2001 FBC. 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 OPEr-..INGS SHALL COMPLY WITH 2001 FBC WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTAllATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION 2405.2) SHT'NO: 1 2 2A 3 4 5 6 S-1 S-2 S-3 S-4 S-5 S-6 S-7 S-8 S-9 S-10 S-11 S-12 S-13 S-14 S-15 S-16 S-17 S-18 INDEX OF DRAWINGS TITLE COVER SHEET FLOOR PLAN DIMENSION PLAN FOUNDATION PLAN ELECTRICAL PLAN/ INT. ELEV. ELEVATIONS TRUSS LAYOUT MASONRY DETAILS LINTEL PLAN AND DETAILS DETAILS DETAILS DETAILS DETAILS STRUC. NOTES & HANGER INFORMATION DETAILS DETAILS ROOFING DETAILS DETAILS DET AI LS PRODUCT APPROVAL WINDOW DETAILS WINDOW DETAILS DETAILS DETAILS DETAILS NOTICE TO BUILDER iT IS THE INTENT OF THiS DESIGNER THAT THESE PLANS ARE ACCURATE AND ARE CLEAR ENOUGH FOR THE LICENSED PROFESS- ONAL TO CONSTRUCT THIS PROJECT. IN THE EVENT THAT SOMETHING IS UNCLEAR OR NEEDS CLARIFICATION..STOP..AND CALL THE DESIGNER LISTED IN THIS TITLE PAGE. 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U -<((/) ~~::J 0:: () SHEET NO. 0.. 0::: 0 1 0 0 U W ~ I- ~ 0 OF I Z ~ 25 (/) ::J ('I") 1J.J 0 I- 0 > LAST PLOT DATE '" @ 0 March 01, 2005 Z --I COVER SHEET - 9'-3112" ,r PLANT SHEL 5'-4" SOFFIT PLANT SHELF BRKFST~ NOOK , AREA ~ H01D . 0 D RANGE 0' MC \ D MIRROR lA3 I I IEJ ITJO W/C SOFFl ASS -- THRU PLANT SHELF SOFFIT D .- - - (1HI'1 - - - - ., III1I1 \11111 I 111111 :- = = :~1I1 IUIlI 111111 \11111 111111 1111\ 111111 111111 111111 111111 111111 ~ =- -=-- !dLu.!...-~.... ~ ~ REFRIGERATOR @ KITC~EN VIEWS NOTE: VAULTED CEILING IN KITCHEN TILE TO 16" o I 00 @MA6TER 6AmROOM INTERIOR ELEvATION6 REFER TO FLOOR PLAN & FIELD MESUREMENTS FOR DIMENSIONS. SCALE: 3/8" =1'-0" o I 00 PLANT SHELF SOFFIT PASS-THRU @ 42" A.F.F. L II I DD \ MIRROR MC I I I [IJ DjW @ @6Am 2 <:t co II) , 40'-0" 5'-8" 10'-8" 15'-0" 8'-8" I EGRESS 25 SH PATIO ~o... wa:l o (f)a:l -'~ 0_ TIa:l I III:: ::: III I II III IIII III ~ 12'~" ~S /~~~f3\ = "---/ ~ ~1 = BEDROOM ~2 FAMIL 1 ROOM = ~ 11' 4" x 10'-6" 15'-0" x 20'-8" = ~ 8' CLG. CARPET ~ _CARPp_ _ _ _ _ _ _ _ G.T. @/~O---- 6'4" 5'8' 1\---:5'8" ---VAULT~DCL~- ~ = r --"\- ~ . 10'-0" CLG. - " =_ A~ V5E.1\ 1...............lfY,r ~ ~ ............... 2868 ~ 8'-0" X 3'-0" EGRESS 35 SH 6068 SGD -III I II II II 'II r I I I I 11II II :: I I I I EGRESS vI--- / ~ / I--- / I--- / ~ / I--- I--- I--- I--- I--- I--- I--- I--- I--- ~ ~ ~ f18B\ I--- I--- ~ I--- -r I--- o t= N I--- I--- I--- I--- - - - - - - q " " MA6TER 6UITtt,~ 11'-8" x 16'-2" /~J.~ VAULTED CLG. /~'v CARPET / ~ I-- - - - - - ~ - - - -f-- - - - / / / / -(3 "\ l' ~I t>... : ~ 5'-10" 91r7" o I~ ~ 1:5 ~ I:; fB\ \2:V -- - 12'4" - 'I.-- - ---"" ----- = ~ R/SH R/SH " ~ II) N \ 17.1 ~ -n 2868 Ir (8\ ..- ~~I-- - - - - - - - - - - - c9, 1:9.. I I - - - - _. - - 5'-8112" = ~ - - ~'61~"= 12'-0" DBL TOP PLATE AT DININr- 12" BAR TOP ON \..;:j; 2X4 WALL 10'-2" x 11'-6" @ 39 1/2" AFF, 10'-0" CLG. I /,Itl 19 \ 21'-11112" r.ARPET I I:::~ COL FRAMING FOR ~]\ V\IOF EN PASS THRU I ..,.. 00 II~" SOFFIT ABOVE CNTR. I ~ 4'-4" !'-5W' 4'-61h" 6'-5" 15'-2112" ~ ~ 3' 2" l \..--/ I , ~">fv/ ' ./ \ '\ ~SOFFIT I U _ -~_-_-_-_-_\---'- LINE I ~ _ ;::J -r ,- I ('f") \) 0';-; ~ :,: 3 ~:K (~ 'W~ ~A~ ~;::,,~" " 00 266~, 8; ==~~o ~ KITC~EN~ SOFFIT ~\ :" WIC [ilr> ~---' ~ ~ ==~_:i ~ 10'-0" CLG. Y L1NE---(~ ~: e:NCyLLG. N c.o B"fl. Tl-i ~ ~ a:l '10 VINYL 'A ~ r;=lrr -II 0:: , ~ 8' C G I--- 0~~ 8'-10" 0Y ~ lQJ~b'-7",: I 4'-10112"-------- Y ,~IN'y t= :i :1 DRYER VENT THRU ai, I R/SH 5 -8l/; o 'I (3O\.ROOF MAX LGT 25'-0' IjREF. I, I r, I ,~ iL '-1 I~I t\ 'E~l:iLASS~BV '--. ~ \ S-7 ) HAr-..SON BOX___ U 2x6WALL 2' 8" c.o 421/2 KiJ I :1' ,,'--.-/ @36"AFF - ......... WO (j"J0... r- BRKF6T ~r'---~;~ ~ ~ ~ ~ ~\/ -! N ~ ~ ~ 10'-0" CLG. (i3'\ = II ~ I D I IJW O\~~ ~ t= ~ I- VINYL :;f-3i J L L~ L~ j I- I--- SIM. W/ 3/8" c.o ..- '<t ~ ~ I--- V13\ THICK / 00 LAUN. = C5009 \ t= S-4 TEMPERED G ASS "t8 8' CLG. A t5z~?j, 1(0 ~ j'O' ) := ~ 9'-6" ^' ~ ~I 5'-51f2"VINYL ~112'-8" ::;cD l ~N 5'-8112"/ f-- .I /' 28~8 r1 ~ 2868 I~ --"-U,," -r 3"lr - W"'- 25/SH:: i' I~V-'sHEARWALL(3\ - - WH',b n___~____~ ~ ~___ __ ~-~_)T'TElE_ATION_II-IV ~___'\_'j~~ =. 7'-7%" I- k..... ' 5'-10" 14'-2" I- "'" -- ""'" '. l- t-.. COy . ~ '....;~Ji8B\ \( 6 \,J ~ r18B\ @- t= ~ ~ ~: S-5 S-6 - ~3' ENTR""'- I- ,---------------, I- ~ ( " \: ' I ~ I ATTIC ACCESS I 20'-0" I--- ........-...... :.\~~'< - I LOCATE IN FIELD I r-- :: III1 I II ~:f~R_ES;.A~J~~~~~~~ ~~~;=: : 22" X 36" MIN : ~: ~. " ;=: "---------------, ~: I \ 0) t= 2 CAR GARAGE ~. / 1\ BLOCK TO 24";=: 8' CLG.A.F.F t= I "--FRAME ABOVE~: 1/2" DRYWALL ON FRAME WALLS :=: e- -r R-11INSULATION IN FRAME WALLS I--- f=: 0 1/2" CEILING BOARD ON CEILING ~. t= N PAINT ALL l- e- SEE SPECIFICATION SHEET FOR I--- t=: CEILlr\G TEXTURE TYPE ~: ~. ~------- ---------------------------------------~ r-' 1-. I I I- ~~ ~ ------------------~'" r1aB\ E ~ E~ ~ ~ I-- HOSE ~. 115\ (5\:= BIBB ~ I--- ~ / I~ ~ ~ E nl - o ~ o " BEDROOM 11'-4" x 10'-6" 8' CLG. CARPET ~3 -r '<t '<t (f)I ~(j"J 0:: II) f:3N .----- "? co " c V FO-rER _I-TUB/SHOWER ~ VAULT CU. TILE TO 7' AFF VINYL co 2668~ ~ ~ 1\ BA Tl-i ~ I I SOFF1T~ 8' CLG. m _ 01 I LINE 0 3'-5" VINYL E ~ ~ ~I I~~ (;)l 6 ( \5'-5"~;- 00 ;II~~ _ II) 8'W_ ({ Q ~ 3'-2" ~ ~ ~' 2X6 WALb-~: 0 Q, I I M~ :--A-T~~C -: ( S~7 ~I_I~ = ~ R ~VYR EVA oV~---' ~s~j ~ENTli~ = -,--,,-~ - -- - if] DOOR \ 3-5 ('f") N 3068 U i-- ...... f1 -"i'-2868 rr-- .--' \/668r "'l. ffi t= ,,\1 -jROVIDE 31" N 2'i' I z 0 i-- VPLATFORM f--- n V Q ::::! I--- FOR HVAC l NIT 0, I-:J I--- <( co I--- VERIFY SIZE WITH '<t g........ I-- 5'-11' MFGR 2'-11" ......I~ i-- >-u i-- l.L. ........ i-- ~~ /~ r.ws\/= ~ == -- -. -- -. - -. -. -. -- -- -r c.o =' - - - - -/ - 'I 0...(j"J ~ WN I-N ~ G,T ELEVATION I ONLY ------------- BEDROOM ~4 ) 11'-4" x 10'-6" "..----....." 8' CLG. (5E.1\ CARPET 12'-411<1" ~ ~ " " EGRESS -II I I Co. 35 SH f24'\ ~ 4'-0" BUTT JOINT ON 2 X 4 WALL W/ HEADER @ 6'-8" BOT. OF GLASS 24" OFF FLOOR (2\(1\ \2Y~ 6'-4" 2'-0" C? <:j' ..-I -r ('f") " r-llTr 16X7 OVERHEAD 12'-4" 2'-0" J 16'-0" ~J 7'-8" 20'-0" 20'-0" 40'-0" FLOOR PLAN SCALE: 1/4" =1'-0" -r o ('f") q co N J co II) WALL LEGEND FRAMED WALL 2 x 4 U.N.O. ft: ,f. .f<f 'f,'f- 'f<f,,:t'f:f:' I: . l:....J t .t< f'<t::<:'f.::<,.r:'f':,l<J"f:>J<I' I BEARING WALL INTERIOR SHEAR WALL MASONRY WALL/ SHEAR WALL z ~ o o Q.. W I- (f) W o <( 0:: <( o o I- MASONRY SHEAR WALL INS. W/ FURRING AREA TABULATION FLOOR LIVING GARAGE ENTRY TOTAL UNDER ROOF 5' r-- ('f") ATC NOTES NOTE: GIRDER TRUSS CHANGES LOCATION PER ELEVATION. PLEASE VERIFY THE LOCATION WITH THE CORRECT ELEVATION. NOTE: SEE SHEET S-14 & S-15 FOR WINDOW MANUFACTURE NOTE: SEE SHEET 3 FOR FRAMING DIMENSIONS CONNECTOR TAKEOFF WALDEN GRANDE 2003 QUANTITY 115 25 2 2 1 5 60 60 5 5 10 10 10 5 15 USPID HTA 16 RT16 LUGT2 L TS20B HTT 22 RT7 SPT22 SPT4 RT3 SPT4 SUH24 HTT16 LSTA30 MP34 LSTA12 SIMPSON ID HETA 16 Hl0 LGT2 L TT20B HTT 22 H2.5 SP1 SP2 H3 SP4 U24 HTT16 LSTA30 A34 LSTA12 w U ~ o z w (!J ~ o e w 0:: <( :J a U) W ~ ll..<(0:: '00::0 W l.L.ll.. t;:w"",1- O..::Z ~-0:J ><~o::o O:Jll..U O::OzU o..."",w<( 0..."::::S::1- <(0<(0 wO::l-z O::ll..w <(zo::o ow<(o w::s::(/)o I-~ZZ o 0<( :Jw-w oo::(f)~ (f)<(z . w(f)w<(z 0z~EtQ ~Qoo~ o(f)O::l-u o~Q::S:::J ll.. "",0:: Uo... w..::wOo... o::ol-~<( <( ZUoJ......I :J......I- ......I o(f) <i! (f)' ~ <(~ 0::......1....... w......IO :::J>~zo:: <(0:><(0 tJ) CUQ)......I Cl)1O~ ~'u ~ ~ ~ ~ I tJ) 0 Cl)CO[ cueS] - '0.0 w: ns'- - a,.tJ)b:: OQ)w e"'Cu ~~ ~ c:::::::J 0 ~<(CO (f) W o o z o ......I :J co W 0 0 J: ~ ~ Z 1-, (f) ~ tD 0Zw <(tD..-l (f) ~ Q 0 0:: N tD (I) . 01-0 O,-i'l:!: Z ffiz5u w~~ti 0 ~;::w:0 II~. i= ~(/)-z I-I-..JW :) t,::lo::~o 0::ll..L.l.Q. ..J zWo.........I 00.. 0 WO(f)-(f)ll..ZWZ (I) z:Jz Q.W W (f)CO 00 C Z I :J Z W Q ~ i= z. 0:: _'" I- 0 <( J: (/) <( 0:: ==:J ""' ll..z...Jl->wooen (I) O<(o...IW(f)o...o:: . IJJ tn ~ <i! t:: 0:: 0 <i! en ~ c W.......o::~('f")zo:: 'W .... COS]:J 0<(:Jc(c( ..... W......II-~~Ol-..JJ: C I~Uo... wUO::f.) 0: I-o~~~~~~i 0 8~G;g~U'iG;DO Li 1554 433 89 2076 OU) ~-1 ~-1 0- c\JI LQ$ ('-llJ ~- ~> L!)~ ~llJ >-0::: o:::() 00 ~~ ZM llJ~ >0 ~.-J 1. SEE UPLIFT CONNECTOR SCHEDULE FOR EQUIVALENT USP CONNECTORS AND STRAPS. 2. SEE FLOOR FRAMING PLAN FOR FLOOR HANGERS. 3. SEE TRUSS MANUFACTURER FOR ALL TRUSS TO TRUSS CONNECTIONS. *DISCLAIMER THE QUANTITY OF CONNECTORS IS SHOWN FOR CONTRACTORS CONVENIENCE. IT IS STILL THE CONTRACTORS RESPONSIBILITY TO VERIFY THE CORRECT SIZES AND QUANTITIES. ...: l- E o (/) C\J(/) .z l!?o C\J- ~(/) > w 0::: II) o ........ ..-I u........ I-('f") <(0... '<to LD........ '<t<( ,,0 , ::s:: ~~ w-.J O-.J ~~ o::~ <..!JW Zl- wCl) wO(V) ~-.JO ~<( 0 z$ N :s Q.. SHEET NO. 2 OF 25 LAST PLOT DATE March 01, 2005 ......I <i: 0:: I- ~ o (f) (f) W o S:2 ......I ('f") ll.. >< co 0 ll.. <( wr--Oll.. t,::lN ('f") <:j' Z ('f") ('f")0 <( ......I ('f") ('f") 0:: ll.. C';'J C';'J o '00 . :;2 co co (f)o... CIilClil II) 0 r-- r-- <:j'o... 00 O"l <( <:j' <:j' L z o i= LD o o N " o .c (.) 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J: ~~~ 11"'1 W W 0:: \oJ co I I- I-I-~ Ol-u 0:: z:J . >-00... ~ ~~ [3 <co::w O ...Jw ~ o...zO " (/)ZI \oJ - <( (f) ~~:J 0... 0:: o U W ~ o I (f) :J ('f") o o N @ FLOOR PLAN --r co l.C) 5'-8" -1111 I III I1II 12'-0" -- ,. -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- "r - rJ'l - .-1 - - - -- - -- - - - - - - - -- -- -- - - - - - --r <;j' <;j' "r ~ I-- I-- C1i' I-- I-- co I-- .-1 I-- I-- I-- I-- I-- I-- I-- I-- I-- I-- I-- I-- 1--- 1--- I-- I-- I-- I-- I-- I-- ::::- - - ,- I-- -- -- - - ,- t= ~ .-1 1--3, 5" , I-- - M I-- 5'-11' C';-J .-1 .-1 ~~ -I "r N o ";' o .-1 ';!. q ., l.C) l 8'-10" Q u...-'.- "/ '9 .-1 .-1 00. f-- 1111, I I:: q <;j' .-1 --r ('f") .-1 3'-11" 6'-4" l..l.:-- '--n 12'-0" 10'-10" II III I IIII11 1III 11II ~ ~ 5'-8" rr--r ~q 5"5'(' ~ :: ~ I I I I rr 3'-2" r----- -, , ,r I , ATTI\. I , I 7~~~! ~\7 2'-11" 3'-6" 12'-4" 6'-5" 12'-4" :: III I II 20'-0" 2'-0" 4'-4" r-5112" 1 l r-- C1i' l.C) ~ ~i=~ 4'-8" ;u. JE en. I V q <;j' 40'-0" 14'-10" II I I I 1 I 15'.8" .-1 ";' l.C) N 21'-111/2" 4'-6112" 6'-5" 8'-8" II II II1IIII1 I I I 1'1 I I q .-1 .-1 o ";' ~ .-1 - -- -- -- - - - -- -- - -- - -- - - - - - - - - - "r o N 12'-4" ~"" - - - - - - - - - - - - - - - - - - - ~ -~i'" = / "'"1;--.....~ 5'-8112" = , "-" -c 5'-2112" .h 2" ~' ~1f2" == . ~'" ci ~ 'r-;d' l "'" R- :\~ ~ >~lJ ~. - - - - - 5'-10" 9112" 0>. \:9" PH,' 'P"~~~ :"5,,'t ' ~~ ~ v~ K ~ <;j' 8'-10" ~ 1 ~ a ,;Y V) ., 3'-7" 4'-10112" 5' 8112" ~ - I ":><::::"1 2 ' -8 " - 2x6 WALL '/ <~~'-8" 1 - - - - - - - 5'-8112" - - - - - - - - - - - - - - - - - - - q - - co - N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 111- l2'-0" "r <- 9'-2" -^. ~I.,I., 5'-5112" ff ~ Cl 4'-0" 3'-0" ~'= 7'-8" q -- -- -- -- 7'-8" -- 5'-10" -- -- -- -- ~- ---------------------- - -- -- -- "r r--.. -- -- -- -- -- -- -- -- -- -- -- -- - - -- -- -- - -- -- -- -- - -- -- -- -- -- -- -- -- -- -- -- -1111 2'-0" l n "r o N 40'-0" v 14'-2" ~ - ATTIC- ACCEss - - - ~ 20'-0" I LOCATE IN FIELD I : 22" x 36" MIN : ~---------------~ 16'-0" 20'-0" DrMEN6rON FLOOR PLAN SCALE: 1/4" =1'-0" <;j' o ('f") w () I- o Z w c..? <( I- o o LL W 0:: <( ::J o (f) W ~ lJ...<(0:: .00::0 W lJ...lJ... ~W"",f- o.::::Z ~-O:::l x~o::o O:::llJ...U O::ozU a.."",W<( a..'::::~f- <(0<(0 wO::f-z o::lJ...w <(zo::o ow<(O W~r./)O f-<(zz of-o<( :::lW-w OO::r./)"", <( z.:::: . ~U?W<(Z r..:;lZ~8:Q ;::QOof- 0U? 0:: f-() oiEO~::J lJ..."",o::Ua.. w.::::woa.. 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SLAB ::s fnJ ('f') fvlTH 8" THKN (/) 5'-2" 4'-0" 3'-0" l$~ro ~DGE 14'4";r: 4'-6" 5'4" 3'8" (35\ TYP. @ r n _ __ _ ___ _ _ n _ _ __ n _ _ _ _ __ _ n__ _ _ n--I-t-~1ii- n _ _ _ _ _ __ ~I~~_D_q\y!'J_ ~~E _ n~ _ _ n_ _ __ _ n _ _ _ _ _ _ __ n n!'V~99Y! _OJ~~___ __ _ _ _ _ n _ _ :\2Y ALL CORNERS , I : iI/ / / Jft/ / / ",~ /IJ" / /-J( ~J L./ /oj / /IV / /'k'" / / ". .,; / /':J( /_ : i ( rm-muu---W;DOWOP~ uur-um unm~ytt;~ REC-ES-Smu--mmuumumu-um-- umn-1 C : : ~ : \2=Y I q \2Y INDICATES FILLED ( ELLJ~: ~: 0 / ' I'- W/3000 PSI CONC. GROU : V: I'- / i, I : ____ NOTE: THICKENED FOOTING FROM FTR. TO BEA~~ : / : ~ REINFORCING TO BE CONTINUOUS WI 1#5 REBAR VERIT. : / : / ~ ~ ~ THRU PAD FOOTING TYP. U.N.O. ABOVE SLAB. TYPIC~L / : ~ i \2Y --~ ~ @ ALL PLACES SHOfNN : ~ : - ,,", '\ HOOKED FTG. DOW LS 17" : 7 ' 1/: ~~ EMBEDMENT WI 2'" : / : ~ ' 2'-6" X 2'6" X 1'-0" :: EXT. ABOVE SLAB ~v (1\ 'I< WI (3) #5 E.W. BOT. ~I I i ~ 411 3000 PSI CONC. SLAB WI ! ~ ~ / :1 : \2Y 6X6 10/10 W W M C~~AIR SUPPORTED : / ~ / : ' I : / / : I : PER FBC, OVER 6 tHIL VISQUEEN : -' /=' /f" : I : VAPOR BARRIER 4 TREATED FOR TERMITEe : / L (.L\ I' :/ ':,I~ / \ S-lJ i-l ' NOTE: PLUMBER TO VERIFY LAYOUT ~ DWV SIZES :11 ~ I '-...-/ UI : BEFORE CO~STRUCTION BEGINS I cx;J 1:;1 .-I : o:;t : * I :~ IALL FOOTTINGS ~ <'?: / i : / ' 'Z' MIN. 12" BELOW GRAD ('f') : / ' : /: i~1 ~ : ~: : / 'I[I), : / I I : : I 1/: , I I , 12'-2": 27'-10" , L 00 t.:ll . 0.. ' I L 'I' ,: 7/ ~_____ o : : 4'-7112" 2'-8" 4'-101h" 7'-11" ~ 19'-11" _____ ~ : ~ : ~<=-=-==l=====: i ~ :> : I : ;('----~!----~i : ~ :> : "I n I' , / I I: 'I II II 1/ ~ 1 I : ~\.---~~-K-!J i 'I< ~ / ~:~-n----~ ' : LAv/~~'~,: / : II I : I: 1 1/2" x 5 1/2 d \ ~ I S':: : : : RECESS @ ENTRY \\~ -~': 7 ' 0... I I I I W /1 I I f12\ : / I ~:I : TUB I : C : I 1" PAST P.T.GREE ~ I: 01: ::,' " LAV : -VERIFY W/G.C 1\2Y ('f') : /: "f , I I' \ ~ ~~ I , ~6 4'-4" 2'-8" ,6'-0112" LAV..,.., , ~ I 0' I I I \ I II II , ( 0 \ II ~ ~ -,,~ I ~, o:;t 3:: ,I I, '-"....... I~ "i?~ ;2 X 4 WA~L I \2Y '1 l ~llil / ' J II J I;"'\. - - \\~/!L I I \" 1 I : / ~==::-~~----~~=~---~::~ --, -, : I 0 I ~~-~: / : r ---::~ - - - - - - - - - - - - - - - -. --'I"i , ~ 2x6 WALL _,~m_, ' // T: -- - ,-- .'2x6 WALL ':,':-I;~-~-:-':':: I: I " - ~/_C_ (_ ~ I ~ ~ '-; '~ ~ \~:===I=-====:====-=~ ('oJ _ _ ~ ~ : 0 I , ;'1" ' _ _ _ - - - - - - - - - - -, ,- - -I: - -, /' I' I I , 0 ('oJ, "" I I' l. - - - 111 L.J.1" I I! r - r :F=,I-r., I J I ::E /' : ,'---------" r-.. : "'cv J w;:: .0. I , , I , . ('f') o:;t ".. : 0 ('f') / i ~~I~RL~~B PROVIPED : V~{EP-[ owri-". V : i ::~:l i . i -~ -:-~-:~=~ '~ L : BY PLUMBER : v~ : : :,{: ~ '[{El~ECESS FOR _ :: ~' ~~~~~~:,j:~ 7 I ~ I I 00 I J9 I cx;J to SHOWER 4" -,r+'r I' .u / : (5E.l\ : : ~: / : ,I' .-' TUB '\'~ 7< I ~7 'I cx;J I' o:;t SEE FLOOR ---J :to : I~:/ I - r-... I / I '" 'I / I o:;t ", ,.--i " , I I" ~ ,--- _n___' _' 'n__ ----P!::AN-fORDiME-N-.- -n"K, ".., n__-:,-:-4_', / ~! ~ 2'-6" X 2'6" :~~O~LEV_~NL 2' ~ Ir l_Y}!_~~_~ lll-------l-~ r~ ~ ~~~t~~(~{~~~---~-~~~.('~ / ~ ~ WI (3) #5 E.W. BOT. r--. ~ ~ ' ~ / / / Jft/ / 'l) : I ':W.H:>= /.: "" 12'-4", 1'''- 4' 0" 3'-8" ~ ~------n----- ~ I ',,) ~ : '\_16" X 20' CONC. MONO. i /v ~ : I 7 : ~ : FTG. WI (2) #5 RODS I 10 (/) 4" CONC. SLo.B ~: (I1\ / 1 : / : (CONT) ~ i V ~ ~ WITH 8" THKN /.'.: 5'-8" \2Y I 14'A" / : / : 2'-~ .L ~ 00 EDGE cx;J ~ : I :/: :rV~: o:;t /: : / ~n_ __n__W~g9WP_P~9nn__ --~ V : / : I [I) : _ / JJ(, ) ~ 'I :if / ... : l=' : I ::s ~____n_________nn___n_n___'_ _____ ~-;- - - - - - - -I V : (/) " /: I G /~n______; (3\ / : I 6: 6' 0" / 3'-2" \2=Y: / : I :~ "f ~: I 24" HIGH BU C I'- I C.J. -/.1- BASE ON I - - - - - - - - T - - - - - - - - 36" X 18" X 2" DEEP : / : PAD WI (3) B RS : V : I E.W. BOTTO~ : ~ : I 10'A" 2'-0" "f , r : """! ~ ~: /: 01 ( L \ , , \2=Y :/: I : /: I :*: ~ :/: I ~ : /: I : / : THICKEN SLAB @,GARAGE DOOR I '-1-- - ------- --------- ------ :...--- , 40'-0" f3\ ~S-Y 8'-0' " l 16'A" 8'-8" 15'-0" 5'-8" 10'-8" " " l 15'-8" q I'- ~ l1') "f to ~ o:;t "f ('oJ o ~ ('f') o:;t , ('f') ~ o:;t q ('oJ q I'- 3'-2" ~ :/ '/ /: ~, -I /, /: /: -L...i:: 'j I ~, ," 1/' UI i /10SE : / ~IBB 1- Ir:~ : / y 2 \ : / ~ S-l J /:~ ~: q / / / 1: / .,.- .,.,. cx;J to 6'-2" 6'-2" ~ S-l q I'- I'- 12'A" 7'-8" 2'-0" 16'-0" 2'-0" 20'-0" 20'-0" 40'-0" FOUNDATION PLAN SCALE:1/4"==1'-0" STEMWALL HEIGHT (h) 0'-0"-4'-0" 4'-8" - 6'-0" 6'-8" . 8'-0" NOTE: 1-STORY STEMWALL SCHEDULE FOOTING DIMENSION d b NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (O.C.) IN STEM WALL w () r- o z w o ~ r- o o LL W 0::: ~ ::J o if) w ~ LL<(O:: .00::0 W l.J...LL ~~~~ ~-O:::) ><~O::O O:::)l.J...u o::ozU CL"",W<( CL""'~I- <to<(o WO::I-z ~LLW <tzo::O ow<tO W~(f)O I-<tzz Ol-o<t ::JW-w OD:::(/)~ ",<tZ . W(f)W<(z ~z~ttQ ~QOo~ o(f)D:::l-u oinO~:J LL"",(i:Uo... W""'wOCL ~OI-a3<t <t...J~ ...J :::)...J .~...J R' <t (f) 0 <t~ VI D::: ...J ........ w...JO j>;;:ZD::: <(0)<t0 10" W/ (3) #5 BARS 127.2# 6'-8" 4'-0" 2'-0" t/) Q,)Q)...J (l)1a~ Q,)._ 0 Q,)UU; ~ ~ ~ I t/) ~ (I)~o... Q,)c8 - 'OJ) u: ns'- - :::) ..t/)b::DJ OQ)W e"CU W ~ 0 I ~ ~ Z 1-. (/) :5: <D ~ZW <t<DM (/)~Qo D:::N<D en . 01-0 OM~ Z D::: <t (/)U)....l 0 WZUU W-lJ)u. - W~u:t.:l II~. ... ~(/)-Z I-I-....lLU ::) ~o::~O D:::l.J...u.a.. ...J ZWCL...J 00.. 0 WO(/)S(/)LLZ~~ en WZ(/)!1lZ00 C Z I ::J Z W Q ~ i= Z. 0:: c.:J_ 1-0::iI(/)<t0::::::J 6ZCLI->W~Oc:l en <t IW(/) 0::' UJ I-W...JI-O::O...Jc:l-' C (/)t.:l<t- <t....l Wo~:5:('f')ZD:::",,:LU _ !1lW:::) O<(:::)....ct "" W...JI-~~OI-....lJ: C I>Uo... wUO::O ;::: 1->:::)~IZ:::)ct- .... 0~g:0t::~g:():E 9 I- ~ (/) U :5: (/) (/) D D I.L. 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. "f o ('f') z ~ o o 0... W l- (/) w t.:l <( D::: <( t.:l o I- * NOTE: fiLLED CELL SPACING AND FOUNDATION SIZES WILL VARY BASED UPON THE HEIGHT OF THE STEM WALL. SEE SCHEDULE ON THIS SHEET FOR REINFORCING AND FOUNDATION SIZES REQUIRED. "f 00 l1') 16" 10" W/ (3) #5 BARS 210# NOTE: CONTRACTOR IS RESPONSIBLE FOR BRACING OF NOTE: MAXIMUM HT OF STEM WALL STEMWALL DURING UNEVEN BACKFILL CONDITION @ 8'-0" (- q 00 ('oJ ~- 20" 12" W/ (3) #5 BARS 374# 24" REBAR NUMBER/SIZE BLOCK WALL (1) #5 CONT. TIED TO EACH VERT. REINF. BAR h" ,;f!rQ......Tjjji "'''' W.M. TO BE ...~~ r~'" TIED TO #5 CONT. REBAR ~ COMPACTED CLEAN d" FILL V SEE SCHEDULE or /' FOR REINF. STEM WALL FTG. 1-STORY SCALE: N.T.S. NOTE: REFER TO DETAIL 34/5-1 FOR TYP. STEP FTG. ---------------------------------------------------- ~ 2" VTR ) 3" VTR SINKS TUB W/C LAV 3" VTR TO SAN. SEWER I , , , , I , , , I ----------------------------------------------------~ PLUMBING RI5ER NTS. 0(1) ~.....J ~.....J 0- NI LQ$ f'-.lLJ ~- ~> L!)1- ~~ >-0:: o::() 00 I-~ Z~ lLJJ- >0 ~.....J ('\JU) .z ~o ('\J- ~U) > w 0:: l!) o ........ ,-, u........ 1-('11 <(CL <j"0 l!)........ ~<t ,-,0 '~ ~~ LLJ....J o....J z<t: <x:S o::~ CDLLJ zr- LLJ(/) w 0 (Y') ~ ....J 0 ~ <( 0 zS N <t: ...j 0.. SHEET NO. 3 OF 25 LAST PLOT DATE March 01, 2005 FOUNDATION ~Ir ~ c::::::J 0 ~<(cn (/) W o ~ z o ...J ...J <t 0:: I- ~ o (/) (/) W o ~ ...J ('f') l.J... >< DJOl.J...<t W r--- 0 LL ~ C'J ('f') o:;t Z ('f') ('f') 0 <t ...J ('f') ('f') 0:: l.J... 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ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN BATHROOM LAUNDRY ROOM EXTERIOR WATERPROOF GARAGE GENERAL PURPOSE RANGE 44" AFF 39" AFF 36" AFF 12" AFF 42" AFF 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE, SECTION 905.2 6. PROVIDE AFCls (ARC FAULT INTERRUPTERS) IN ALL DWELLING UNIT BEDROOMS PER NEC, SECTION 210-12 ELECTRICAL LEGEND $ $2 $3 $4 $DM DIMMER SWITCH ~ SMOKE DETECTOR cJ\) FLOOD LIGHT 1________1 FLUORESCENT LIGHTING nUn un. TRACK LIGHTING SINGLE POLE SWITCH DOUBLE POLE SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH -9- :6: d:b G C) GROUND FAULT INTERRUPT d) WP WATER PROOF WI GROUND FAULT djj) 220 VOLT OUTLET ~ SPECIAL SERVICES OUTLET I TV I T.V. CABLE OUTLET ...... ~ @ ~ ~ BATH FAN WI LIGHT CEILING FAN CEILING FIXTURE SCOUNCE ( WALL MOUNTED) FIXTURE 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET U) I~ DOOR BELL CHIMES u @- DOOR BELL DISP DISPOSAL 0 LCJ DISCONNECT SWITCH ~ PREWIRE SPEAKER 0 JUNCTION BOX CD THERMOSTAT 0 LOW VOLTAGE LIGHTING ~ INTERCOM SYSTEM [ffiJ GARAGE DOOR PUSH BUTTON TELEPHONE CABLE OUTLET RECESSED LIGHTING WATER PROOF RECESSED LIGHTING BATH FAN ~----------------------------------------------------- ~ ( 2" VTR , ~-----------------------i~~~~e~~\i~~-~~~~~ : METER SOCKET~ ~ : I I ' I , I , I I I I : c:=:=:J c::::::::::::J I i 0 I I I , I I I I I I , , I , I I I , I , , ~CTRICAL RISER DIAGRAM rV NT6 ----------------------------------------- 6ERVICE 61ZE = 150 AMP6 3" VTR SINKS 3" VTR , , I I I , I I , , , , I I I , I I I , , , , , , I I , I I I ~-----------------------------------------------------~ #4 CU GROUNDIN~ PER NEC 1999 EDITION 11/2" RIGID NIPPLE WITH 2 #1 AND 1 #3 CU THW CONDUCTOR BY POWER COMPANY TO SAN. 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L!) ~ <( 0 >- <l:IO::: (f) ~t::0 Z$ N 0.. z3:U ~ ::5O:::W W 0 w~ :5 o..zO 0::: () (/)ZI >- 0... -<t(/) 2=~::) 0::: () SHEET NO. 0.. 0::: 4 0 0 0 U w J- ~ ~ 0 OF I Z (/) ~ 25 ::) M lLJ 0 J- 0 > LAST PLOT DATE N @ 0 March 01, 2005 Z - ....J ELECTRICAL PLAN 0:::0 WW f-f- W<( ~g .-.J Uo W-.J -.Jw w_ u.. HOSE BIBB ~ U o -l CO Li... o 0- o ~ /. ~.." ,,--- - &~- I o <( w I 3 o o 3 q 00 ~ - D? lO FIN. FLR. ~,- ->-- - OPENING PRESSURES INT. END ([) +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 4' OFF RIDGE -"] VENT j 4' OFF r-RIDGE j VENT . ...., nn"'r . 'nn I fHT n,. ./'" i' 4' OFF RIDGE VENT n.m.n... " ./"'./. . . n.r ... rnnrm.nn ./ . T .. ..m,H' . .'m.n. ./. ," ... .... . n. . ./"- ....T... .rnm ...T- T ' .... . ...., . ..., _." .... n .... meT' .' ' . ... .' ..T .T' .__m.m.,. mn. dn' .. ... -. .. ... d .' . '.' ...L.. r' ..... n .... . .... , . .r . ". . .,nn _.nn , nf' T .m, '.. . m.m ....nm.m.. . _ .' .. .' H ..1 · ... jm,m.jnm, . ,~m_, .rm, .. .... . ...... '. , ...,'T .. . . SHED ROOF DOWN OVER S.G.D:,nnnn .'" m..m'.Tn D 35 SH @ 6068 SGD * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 OR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. GENERAL NOTES: VENTILATION CALCULATION ROOF CRITERIA FORMULA = S.F / 300 (1/300) / 2 (INTAKE vs EXHAUST) * 144 (TO CONVERT TO SQ. INCHES) = NET SQ. INCH REQUIREMENT -12" OVERHANG U.N.O. -PLUMB CUT FASCIA -ROOF PITCH PER ELEVATION -WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) -SHINGLE LOADING 2076 TOTAL 498 SQ. INCHES OF 5 TOTAL S.F. VENTILATION REQUIRED REQUIRED VENTS 1 I' , n n_4, OF'F'RID'GEVENT . , . .' .m', . . , ~:............. ./ . ~"T"""" ..... . " ........ .... n.nn' .n '. . . ..nn'mn ni - '. n .;.n . .' m.nn '. n',m. . ..'m .' . '. '/.m'T - .. ,nm 'T nm;nn'm"4' OFF RIDGE VENT . . nn_.n r-4' OFF j RIDGE VENT ..........~ n"nn' , ............... . ............... , .. .,m i .r. ~g ,m, '_. .n' 'm "nm:, . .. ....rn:.U:" . .-..... .. ,......n... . .. . ' ... ..' 'n. . , . . ",' .... ..m. _ ..n ...... nn. Lnn . .., __ .-' H"H""".. .....-' .nT. ..._ . ......... ... .. . .rn,n.' ...... . .n.m ., . n .n ...., n._.n i.m'n, "nn... ... -n.,n" : ,~... ,.~'" j ! "r: . . n.. . .....n..nn'..n~..L "n.' , ........: ...... 'n.. t----'~ 12 n ..n,Tn. .., .. .....T...... " . i.n. _ .,nn,"n n ..r'n . . . .nTn.' . nn. . n' .... nn .. . . .n._n.n .. n .. .. ................... . 'Tnn' , .. : .. .m_.nn., ..........n...... . nm:_n; nTn .,' ,i, .........'.; mm:', . .m,:m:. .- m.F: . .......n n~-r,m:n. ....... ....... n_.' "nn . . . :'.nn.n . . 2'-0" . . .__m.' I D ~ U o -l co Li... o 0- o ~ CUT / SCORED - BANDS RETURN 2'-0" lA3 SH (TEMP) ([) 00 0 , , FI N. FLR lO, oo~ ------ ~- 1 RIG~T ELEVATION "I 4' OFF RIDGE VENT ~ ~. '-n..' ,y'" .1 ~ ./" .4 OFF RIDGE VENT ./' .... ~./, ."m......_, ..T,n ' n. T . ...nTn, . . ._n.,n . n.n ~......n.. '._ . .. , n:n. .... '.H'...... .. ..... ....... .. ..' nn.n _n'.n,__.mn,n .. n.n" . T ./ . . .... ".r . . , .' '; ./.. "H.nn. .' . ..i"HT n . n'..nT.>, .... .. . .....n' T' .. " .n--.. ". . . . .mn.. ...... .... ',. '... _., . ....... .m._rn-n ....._.. . .n.. . .... . nrnn ... . ..._'.n 'nn:.nn,n.. '_.. ....... ... '. .n . '.. .'. ....: ... .., .n. . ._n.m . .. ," . , . NOTE: 1'-0" OVERHANG SCALE: 1/4" = 1'-0" 2'-0" _,___ ~ ./ .m, ~ - -- ---- ~ <..? :r: o <( W :r: 3: o o 3: ,.T...................in'~ ~ ., ..............,"n.m....n.~ 15.9 ............... ....:~....... . ......~ . . m ............ .' '.' ..... ..... ~. ..... .'. .. .. ~n'_. .n.. ............... :In. '.. In.T, 'n... 'm~~H: ..T. . ~.nnnl . --=r.~ . .. . . .. nnn~ .........nnnm'~' OFF RIDGE VENT.-"~ .T .'. .' .... "L .. ~ .... m' ...... T.n ,n'm.m'j .... .............................. .- ,L'r-r. .., n. n --n"~"-T";~ .._,--- ......n. . ............... , . ... . .... . .... ,nnTT . n, ................... . .. . ............ . ........n.'mn:.n..:.:. ............... md _ n" m m r ._.Lnmn.m .... ~ . .. . '.' .....nn._n,.,mmm.n.min....,'m.~ .' . .'m,..m. nn..' .. ............... ... 'n'n ......., . .' .' .' .,. .... .,.. ' . ...... .. ..' ..... ',' 8] D ~ U o ......I a:l l.L. o 0.. o I-- CUT/SCORED BAN DS RETURN 2'-0" - 22 SH ([) 5> :9 co (0 ---'- I FIN. FLR. 25 SH ([) 10" LEFT ELEVATION III / /' NOTE: 1'-0" OVERHA~G SCALE: 1/4" = 1'-0" ~15g J....... ..... ...............~ nl..,....L.....<,:m.c..':~ . . . . .... .~ 'r'. """T'T"~ r, ... .... .m,...n '.m'''n:''.~ 4' OFF 4' OFF RIDGE VEN"Tj .m, I RIDGE VENT A---- .:y L:~. 12 r;.9 ./. . .' 'm. ./ .......;.. I -- 4' 0 FF ~...'.;......... .....:/Tc,..nnnn'.....n.. . I RIDGE VENT n..pn,... r..'.~ . . '... ......, . 4'-0'" OFF"mnn.'~ ~'u ..,nmnc.n'7 ...... ... . . ......... RIDGE.VENTL A" . "~.'.'.""........ ~; .. ....~........~...:.. .......:,:.. .. . n. . '. '..n..%" .....~...n. ....... ~.. ......" .Y,.". .........., ". . .... , .... ./'..m. ,.." .' ..'..... .....'.. ....,. ..n.... .,........,",...',... ~,...... ~ .. ..' '. ...; , /Z ". .:....,.../ ' .. .. . nm...' .....;.n'.J~. ~., T . .....T ~~ ........, . . . L.' . n..',;nn.n~ ../"...... ... ............ .. .... ................. .. ..................... .. .............., I ~.... ....' ...nn' .... . ~ , I" O'l . / 6" / .. KEY6TONE DET AIL "''10- .. '., D >- 0:: ~ Z w @J ~ Z 0:: <( w co \' / ~ n' ~ I o <( W I 3 o o 3 "~~> ", r DDDDDDDD DDDDDDDD DDDDDDDD DDDD DDD - - EEEB 8" TRI~y 8" RIM DO DO D~ DO ";.>., 1r8" TRIM / ~ U o -l co Li... o 0- o ~ ~ @ 6" TRIM l I ~ \ P. ) 25 SH @ q o 00, o .. ...-i, 00, lO, " ",.' .... , .. I.... 35 SH FIN. FLR. , "'" @ REAR ELEV A TION 8" THK x 2'-0" WIDE FRAME OUT COLUMN BLK BASE TO 2'-0" HIGH. 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C/) U Z 0 Lf) o o N o o \D W I- :J 0 ~ Z U1 r- I:' o ci r- I:' - > I N U1 ..J D' In - lD 0 I > \D D' OW[Y]\D Ck: [Y] I:' A 0 I ""4, I ..J [Y] a. U1 u.. r- I I- ~ OJ <t U1 ll. I ~~~r- .~ Z o o \D D Z W ~ Z u;~~ D WI-(/)W:J DZ(/)==~ DO-I> Z~!:::~(/) ~NWn::;:; ~""'~OD ~n::DDO ~S:WWU ~ I-'I- n::DI-L:)Z a:Ja::c.n~ ~~f'::On:: ~~<~13 NU) LDZ o NU) ~- > W ~ Lf) o ......... '" U........ ~(Y) <(0.. <;to Lf)......... <;tel:: ",0 '~ ~:2: w.....J O.....J ~~ o::~ <DW Z.- w(f) wO(Y) ~ .....J 0 0:: ~<(O>- ~ $ N D- ~ 0 0: () w ~ () >-8:z ZI--O - <(Z- L-- ZW~ r- -C/)> O Oz 0 t30<1: ::JUO Z OZo:: oWo 0::1--......1 r- o..!:::Li... I i5:!~<i! wwO::: o a:l:r: ~ I--I--~ - Ol-U Z::J . >-00.. ~~gs ~>u z> <:l:n:::W ...Jw:2: o..zo C/)ZI :r:<(C/) 1--:2::J SHEET NO. 0.. 0:: o U w :2: o :r: C/) ::J (Y) o o N @ 5 OF 25 LAST PLOT DATE March 01, 2005 ELEVATION ~ ]01 J03 1188\ ~ ~ "" J05 ~ V (EV I IT] 11. jll [I] ~ ~ If\~ "6 TYP. ~ U.N.p. ~ :r ~ ~ :r f2 ~ 9 "'t ~ " IOF) c) J03 . ~ JOl /~ [I] 26 40'-0" S-7 8 S-6 12'-4" 15'-0" 12'-8" 4 TYP. THIS@ WALL 11'-0" C) " C't) ~ 1>02/ /V / / // / T02 ~ TOl 14)2.; lli7 " "'t T05 r- o -, / / r-/r- o 0 -, -, 14'-4" T03B / " 'YY T03B ('l') o -, L!') o -, ~-{-- / , o -, ~ ~ ~ I~ @9'~" 01 / T03 . T03 / "" H04 / ~ H03 / " H03~ ~ 10'-4" J05 J03 rf>/ " / ~ 20; ^^^" " ~. -ri ('/") L!') o 0 0 -, -, -, "'0./..... l~ " ~ r- C) r- o " 0 -, i'-.. -, r- o -, r- o -, JOl ~ ~ v ('/") o -, 12'-4" 7'-8" 20'-0" 40'-0" NOT TO SCALE [I] ~ 1V '). I1W V~ f8\ \S/ ~ C) " i'-.. C't) ~~~ YP. L .N.O. ~ :r f2 v~G> 05 ~O~ ~ ~ In1 -ri o -, ~~ ~ :r ~ ~~~ ~~ ~~ ~TM M id-State TrussCom pany Serving Florida Builders Since 1910 3125 Reynolds Rd., P.O. Box 1606 Eaton Park, Florida 33840 863-665-1309/1-800-940-8787 ~ 8' A" BRG. WALL 10' A" BRG. WALL I BEAM BY BUIDER I NON BEARING WALL t~~~ = VAULTED CLGS 10' 0" FLAT CEILING CJ 8' 0" FLAT CEILING IT] HANGER SCHEDULE 6 SIMPSON HGUS210-2 6 SIMPSON ~ SIMPSON ~ SIMPSON STANDARD ROOF HANGERS ARE SIMPSON HUS26 STANDARD FLOOR HANGERS ARE SIMPSON HHUS46 UNLESS SHOWN OTHERWISE APPROVED TRUSS ANCHOR BY BUILDER S.Q. CUT OVERHANG HEEL HEIGHT = 2x4 STD. BOTTOM = 2x4 MIN. TOP = 2x4 MIN. 12 5.9 j ----- V ____________ ~ 0 12 ~ \~ \~. l' -4 " TRUSS END DETAIL \ * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 OR 5.9/12) IT IS THE CONTRACTORS RESPONSIBiliTY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. .-/ e;:=/ UPLIFT VALUES & CONNECTORS ZONE IT] MWFRS I2l COMPo & L:J CLAD ~ MWFRS ~ MWFRS MARK o A B C D E F G H J K L M N P Q R S T U V W CONNECTOR HETA16 HETA20 H2.5A H3 META20 HHETA20 Hl0 MTT28B HTT22 HD2A * HD!')A * H D6A * LUS26 Hus26 HUS28 MTS12 MTS16 MTS20 MGT LGT2 HGT-2 UPLIFT CONN. < 1490 IBS. @ < 14901BS. @ < 11741BS. SEE 5E.l/S-7 < 4501BS. @ I SEE SHEET S-7 FOR NOTES UPLIFT CONNECTION CROSS-REFERENCE SIMPSON STRONG TIE CAPACITY SYP SPF 1810 9 - 10d x 11/2" 1810 9 - 10d X 11/2" 600 535 10 - 8d 455 320 8 - 8d 1450 7 - 10d x 11/2" 2235 12 - 10d x 11/2" 990 850 16 - 8d x 11/2" RT16 1030 945 8-8d X 11/2"& 8-10d 4455 4455 24 - 16d MTS27B 4685 4029 24 - 16d 5260 5260 32 - 16d SINKERS HTT22 5370 4618 32 - 16d 2775 2570 5/8" DIA. BOLTS TD2 3435 2954 2 - 5/8" DIA. BOLTS ::nOf) 3BO 3/4" DIA. BOLTS TD5 4180 3594 2 - 3/4" DIA. BOLTS 4405 3680 7/8" DIA. BOLTS TD6 6655 5779 3 - 3/4" DIA. BOLTS 1165/1115** 780/875 ** 8 -10d x 3" JUS26 510/740 440/695 8 - 10d 11550/3325 ** 1550/2540 ** 20 -16d x 31/2" THD26 1875/3040 1580/2365 13220/5970 * * 2705/4510 * * 30 - 16d x 3 1/2" THD28 2330/3965 2015/3430 1000 860 14 - 10d x 11/2" MTW12 1195 905 14-10d 1000 860 14 - 10d x 11/2" MTW16 1195 905 14-10d 1000 860 14 - 10d x 11/2" MTW20 1195 905 14-10d 3140 3140 22 - 10d X (1) 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPOXY 2050 1785 30 - 16d SINKERS LUGT2 2260 1945 30 - 10d 6280 6280 16-10d 5" EMBED. HUGT2 6280 6280 8-10d 5" EMBED. 2)5/8" DIA BOLTS (2) 5/8" DIA BOLTS 24-10d X 11/2" HTW20 1530 1315 24-10d X 11/2" 10 - 10d SPT22 715 8 - 10d 12 - 10d SPT24 895 10 - 10d 12-10d X 11/2" FASTENERS USP MANUFACTURING, INC. CONr'" ECTOR CAPACITY SYP SPF HTA16 1500 1500 HTA16 1500 1500 RT7 585 585 RT3 550 475 HTA2~18 1200 1120 13 - 10d x 11/2" 13 - 10d x 1 1/2" 10 - 8d X 11/2" 8 - 8d X 11/2" 10 - 10d X 11/2" FASTENERS "X" HTS 20 1450 SPl 585 SP2 1065 HCP2 605 * MINIMUM 3" MEMBER * * REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPOXY ANCHORS TO BE SIMPSON "SET" U.'J.O. 1245 535 605 520 W LL..~O:: '00::0 W LL..LL.. ~~:?:~ :?:-O:=l W x~o::o U O:=lLL..u I- o::ozU Q..."",w~ O Q.....:::~f- ~O~O Z wO::f-z O::LL..w W <zo::o fro; 0 w ~ 0 '-' W~(/)o <1: f-~ZZ I- of-o~ O :=IW-w oo::(/)"'" ~Z..::: . o ~(/)w~z LL 0z~EtQ <000f- W t3cnO::f-C5 r:t:: o~Q~:J <1: LL.."",O::UQ... w..:::wOQ... => O::Of-aS~ o ~......J~ ......J :=I......J .O::......J (/) a(/) < (/) 0 ~ O::......J........:> ......Jw:::;JO>- ......J>;:ZO:: ~O:>~O ~ ~ ~ iQ' r,,0 ~.(j ~ ~ <( CO ~~~~ I (f) 0 0 C\1 g: 0 tncoz Q,) ...." ~ 0 - \IN LL.. ......J CO'- -:J -...J ... (f) ~ co <( OQ)w a:: "a U f- E ~ GJ ~ (/) l ~v ~ ~ -~ L5" r:\ as 8 t:t ~ (-+)~u) wr-OLL.. 0C'>J ('l')<;t Z('/") ('l')0 . "(+1 < ......J ('l') ('/") I""'~"-" O::LL..C'>JC'>J ~ 0"00 ~Cf:l . ~ 00 00 ~, (/)Q... 0000 L!')O ~ ~ <;tQ... 00 ~ (!)r- O'l< <;t<;t w 0 00 0 I ~ ('II Z f-. 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'" + + + + + -+ + + + + + +# """ 0 " T T T SOl "t ~~"t T T T T T:7 + + + " ~ -I + + + + + + + + + /+ + + + + + + + + + 4- + -1"'-+ + + + + + + SO~ /~ + + + " + + + + ,/ , +S04 'ft + + + / + + 13'-2"1- + ft + + + ~ + + .r T " ~ 3 +- /"t "t "t /J(..:) T T I" I" I" /+ + + + C)~ + +- /+- r+- + + ~ + 1+ + + I k I + Y + + +c:\P' 7) + -l- - /, . ;Y ,~ ~S07 + &~ ./ + +' -Y + ~ ~ +~ 1ft + + .y -t + + - r"-.. S06 1+-3j&P,i -l- L1~" 7 T T T T '" ~ _ + .J nA~ r-KNEE WALL (16~"" ~IY) + + y + 'mL 0 -u '-/ "" + ;}/'. + +, ffi / HOl +~V+ +~ / In K. -I + + r+ ~ V ~ I" -I 9" + + + ~ ~S M. / l!') ~+- + + I -I + + f+ ~ '\.. ",--<A TRU66 LAYOUT II, III, AND IV TRUSS LAYOUT III BLOCK WAI.L DOWELS - ...~ #5 REBAR CONT. SEE FOUND. "" ,'V@ SLAB LEVEL PL. FOR " : F F LOCATION "',,' " ' li-~--~-;.---:l =~ ~.' . '-W.w.M. DOWELS - BLOCK SEE FOUND. WALL PL. FOR ( /~5 REBAR CONT. LOCATION 'V @ F.F. SLAB LEVEL L1NTE~~ ~: _ _ ~.~.l COURSE ~ ' ,SEE PLAN '; "-.~'t..-__.~",,-: 1 FII\ISH GRADE ~ \ ",:~ .';~~J1 W.w.M. I' . 'b " ~SEE SCHEDULE )' ;' FOR REINF. .w.M. #5 REBAR CONT.- @ SLAB LEVEL #5 REBAR CONI. @ SLAB LEVEL LOCK FACE EXTEND SLAB 11/2" BEYOND ~ I EXTEND SLAB 11/2" BEYOND BLOCK FACE -r-------- "- \ \ ~~'~-~<'~ ;J "'~;j ~~M'~ '1.~ GRADE < ,. J"i . :....:. c, '. ;' d '.'T;',~, J b ~SEE SCHEDULE FOR REINF. F1N~iSH GRAo.,~" ..~ : " , , " .~ , .: ~ '.-',',:: I -;;1 ."",~I~ ~b ~ SEE SCHEDULE FOR REINF. \ EXTERIOR BEARING , STEM WALL FTG. SCALE: N.T.S. l-STORY - ,PORCH SILL ISTEM WALL FTG. SCALE: N.T.S. . '- dl b ~SEE SCHEDULE _ FOR REINF. ( 6 \EXTERIOR DOOR SILL \ S-1 I STEM WALL FTG. :)l;ALt: N.r.S. ~ l-STORY - - (~ EXTERIOR BEARING @ GAR. \ S--11 ) " S--11) STEM WALL FTG. SCALE: N.T.S. ~ ~ l-STORY I 3 \ S-1 , 1 \ S-1 FRONT WALl.: OF GARAGE 1/2" EXP. JT. ALIGN DRIVE W/ V ~ BOTTOM OF 'I RECESS & PITCH :: ~~R.A~~ DRIVE : I., , , , '" '" .'1 "',," <'~ ;"';"---~---:"'''. ~": ...,,' ',1'-,-' :i f ~W W M ~ - I '.: ,: 'I'-- #5 R~B;R . 3.5" CONC. DRIVEJ 4 w/CONT. JOINTS .: ,- 10' O.C. TYP. h' . ',:', . ' j ,"..' .., or.." d ~ ",c. .,. ..0... . .,... "" .,... . ~ J b t ( 9 \ FOOTING @ GAR. DOOR \ S--11) STEM WALL FTG. ~ 1- STORY {PROVIDE 11/2" X 16" SLOPED RECESS AT GARAGE DOOR 2 X 4 P.T. PLATE 1/2"X 8" ANCHOR BOLT WI 2" X 1/8" FLAT WASHER 6" FROM ENDS THEN 32" O/C OR 5/8" x 7" WEDGE BOLT 6" ~ FROM ENDS THEN 24" O.C. I / REINF. SEE ~ II ~PLAN "#'~'_:';--~~~~~J'i~/r-:(,,~:-,:,,,rrN l '-r-k.''t '/..' ~ "k '.,' ~,.. ~k""'" " 16" "" , ~ (2) #5 REBAR ____~RA\1E _____ WALL /#5 REBAR CO~T. @ SLAB LEVEL , .h,~ -", 7: -,,, -i-:..; 1 l, ',... T }"i; " -,; il ,.... W.w.M. ,I '., 3 ";"'l ,.." d . ',,-, ~ b ~ EE SCHEDULE FOR REI~F, INTERIOR BRG. @ STEP-DOWN }STEM WALL FTG. l-STORY DOWELS. SEE FOUND.. ~ PL, FOR LOCATION GAR, SLAB REINF. SEE SEE PLA" /IPLAN ~ . .... '....:~ -....1- .:r - " '.,' ' , -, _.~'<" '-"~' ",,;(.' - ~~---""---~" ~ . '9 " ... . t " .. ." ''''+'ccc''c~f 4' , ~ -;-0-r'~ "":"7',:" ~;r-:- ~,~f ~ " -- I 12 \ STEP DOWN NON BRG. \ S-1 I SCALE: N.T.S. I 11 \ S-1 SCALE: N.T.S. (10\ INT. BRG WALL 2 X 4 \ S- Y (ALSO SHEARWALL) SCALE: N.T.S. - SCALE: N.T.S. P.T. FURRlr-..G TILE ON BACKER BOARI) "" '-ir::.---#5 CONT REINF. \ ~. SEE FND. FOR ~ QUANTITY .......... ~ #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. PROVIDE 11/2" X 8" RECESS AT S,G.D. LOCATION 0'-0" FIN. FL. ~ ' , , l,..~--J...---""---"'_.' ~ ~ ,. ,'"" /:...' .. .. .. . ...... , ...... . ~ ~ it: .. I: j:: 1/2" EXP. J6'I~Ti!n)' C', ';,:' . ..c. -, / :< 4" X 8" X 16" CMU ~ ~ \ . I #5 REBAR /2 #5 BENT BARS WI / MIN. 25" LAP SPLICE I , .' . '. . . '. . . '. . . '. .'.'. .', '., ~ ~': fY~"" ~'" ~'" ~'" ~I" ~''\'''::7'' SEE PLAN ~ ~,:, ",-.;' ',-.;' ',-,;' ',-,;' '-';:::1 TYP SEC ,." I ..... I ..... , .,.. , ..... ,.,. I...... " ..... ....."............... ..." .. ..." .. ..." .. .~::. ..'~::.~,"~::.~ I I ' , . '" . '" . ~ " ~:.: '~:.: ': ~:.: '. J-. ... .." 0('... .. "".~" ".,...~ ~.. .. . ..... . .,.. . .,... . .,." . SEETYP "',"",', . . SEC A.~' ''''.~' ',.....~. '''.~' '.....~' ..;.~ . .. .. , .,... I .,... , .,... . .,.. . .. ""."..."..."...,, 1 % 16" ~ MIN. 1 ~,., , ,'., , . '. , . '" ',,:. '. ,...-.".;) "..~." ,"'...;~'1t. ,"J;"" ':,.\.&., 0....'.' .~...:.. . .... w Z '- r .. .. ,. ,. .. ,. .. ':~ w :5 'l'..;t.....,;t...'..,;t...',..;t..',.,;t...'..';t...,'r (/) Cl.. I . ,. , . ,. " , . 'I I 36 ,CONTROL JOINT DETAIL \ 8-1 SCALE:3/4"=1'-0" 'l.~ MIN. 8" OR-- 16" MAX STEP HOLD l'L.. W.w.M. PLACED I UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. -1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN I ' F: t';,U: IT -ol:~ :';' " "::r-, " l!~ ( b { - I 13\SECTION @ SHOWER \\ S--11 t STEM WALL FTG. SCALE: N.T.S. ~ l-STORY ww~ '-2 #5 CONT. ... I : LW.w.M. .. . .,... . .. d ~......'.,.....' ~:,';.; :\ SEE SCHEDU Y'" I b I FOR ~~. ): ok JT15\ S.G.D. SILL DETAIL \ S--11) STEM WALL FTG. ~ l-STORY - (2) #5 CONT. '-2 #5 CONT. _ TYP. CORNER BAR (35 ,PLAN DETAIL \.S-1 J SCALE:3/4"=1'-0" - - - , 34\TYP. STEP FTG. DETAIL ~ SCALE:3/4"=1'-0" SCALE: N.T.S. STEMWALL HEIGHT (h) 1-STORY STEMWALL SCHEDULE FOOTING DIMENSION MAXIMUM d b NUMBER/SIZE OF BARS LAT. F.C. SPACING (O.C,) IN STEM WALL 10" 16" W/ (3) #5 BARS 127.2# 6'-8" 10" 20" W/ (3) #5 BARS 210# 4'-0" 12" 24" W/ (3) #5 BARS 374# 2'-0" 0'-0"-4'-0" 4'.8" . 6'-0" 6'-8" . 8'-0" NOTE: 1. VERTICAL REINFORCING IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE. W LL..~O:: '00::0 W LL..LL.. ~~~~ ~-O:) W ><~o::o () o:)LL..U I- I:rOZU a..."",w<( O a...""'~f- <(0<(0 Z wO::f-z l:rLL..w W <(zo::o fr"'l aW<(o ~ W~(/)o <( f---;:Szz I- 0 0<( :)w-w o oo::(/)~ O (/)<(z . 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'. :.(i , . , , o 0 8F28 lB/l T @ F = FILLED WITH r GROUT 1 U = UNFILLED R = RECESSED ANTITY OF #5 REBA AT rnOM OF UN'EL U '~ ! 8F16-18j1 T ~! NOMI\J J J ~~ WIDTH NOMINAL HEI OUA\T1TY OF 5 REBAR AT TO? r~5 REBAR AT TOP / MIN. (1) REQD c- ,<I. '.~ r . '. 1.1/2" CLEAR - ..'''~ r/......'- - ", .fJ.,' ,- - ~"""~'''4''''''~'- - :.'..: ::: 44'- - '':<1:' '':.: -~C,M,U, - :..44:,.:...."- -;::.:;~)'.~ - . . ", . .'~ ; :f, ~ ;}"." . .,.. , .. ..~ ., , . '1'. .,.._,-1 . . ~ROl.iT ..Ji5 REBAR AT BOTTO' OF LINTEL CAVITY \ BOTTOM FEI\FORCI\ 7-5/8"ACTUAL .- PROVIDED 1\ LINTEL 8' NOMINAL W!DT (VARIES) o c- MATERIALS 1. f'c precast lintels = 3500 psi. 2. f'c prestressed lintels = 6000 psi. 3.grouted per ASTM C476 f'g = 3000 psi wi maximum 3/8" aggregate and 8" to 11" slump. 4. Concrete masonry units (CMU) per ASTM C90 wi minimum net area compressive strength = 1900 psi. 5. Rebar per ASTM A615 Grade 60. 6. Prestressing strand per ASTM A416 grade 270 low relaxation. 7.7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. GENERAL INSTALLATION NOTES 1, Provide full mortar head and bed joints. 2. Shore filled lin\els as required, 3. Installation of lintel must comply with the architectural and/or structural drawings_ 4, U-LIn\els are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting, 5, All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer With a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diaMeter wire stirrups are welded to the bottom steel for mechanical ancrorage. 8. Cast.,n-place concrete may be provided in composite lin\el in lieu of concrete masonry units, 9. Safe load ratings based on rational des'gn analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County. Florida Nos.03-060505 and 03-0605,04 11, The exterior surface of lintels instal:ed in exter,or concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded siMultaneously with veritcal (gravity and uplift) and horizontal (late~ll) :oads sroJd be checked for combine loading with the following equation: Applied vertical load Applied horizontal load + Safe vertical load SAFE LOAD TABLE NOTES Safe horizontal load < 1.0 1. All values based on m,nimum 4" bearing. Exception: Safe loads for unfilled lintels must be reduced by 20% if bearing lergth is less than 6-1/2", Safe loads for all recessed lintels based on 8" nominal bearing. 2. N,R. = Not Ra',ed. 3, Safe ioads are \otal superimposed allowable load on the section spec,f,ed, 4. Safe loads based on grade 40 or grade 60 fie'd rebar. 5, Additional lateral load capacity can be obtained by the designer by providing addional reinforced masonry above the precast IIrtel. 6. One #7 rebar may be substituted for two #5 rebars in 8" lintels on'y. 7. The des'grer may evaluate concentrated loads from the safe load tables by caiculating the maXl'1lum resisting moment and shear at d-away from the face of support. 8, For compOSite lin',el heights not shown, use safe load from next 'ower helg'nt. 9. For lintel lengths not shown, use safe load from the rext longest length shown, 10, All sa'e loads in units of pounds per IIrear foot 11, All safe loads based on Simply support span, 12, The number In ',he parenthesis indicates the percent reduction for grade 40 field added rebar. Example: 7'-6" lintel Type 8f32.1B safe gravity load = 6472 (15) w/15% reducton = > 6472 (,85) = 5501 plf SAFE LOAD TABLES ~~~ _____ TYPE LENGTH ____ 2'-10" (34") PRECAST 3'-6" (42") PRECAST 4'-0" (48") PRECAST 4'-6" (54") PRECAST 5'-4" (64") PRECAST 5'.10" (70") PRECAST 6'-6" (78") PRECAST 7'-6' (90") PRECAST 9'-4" (112")PRECAST 10'-6" (126") PRECAST 11'-4' (136") PRECAST 12'-0" (144") PRECAST 13'-4" (160") PRECAST 14'-0' (168") PRECAST 14'-8" (176") PRESTRESSED 15'-4" (184") PRESTRESSED 17'4" (208") PRESTRESSED FOR GRAVITY, UPLIFT & LATERAL LOADS 8" PRECAST & PRESTRESSED U-LlNTELS 8U8 8F8-0B 8F8-1B 2231 "Of)Cl "Of)Cl 2231 "Of)Cl "Of)Cl 1966 2561 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 N~ 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 NR 315 NR 250 908 743 554 475 362 337 296 279 N,R. N,R. "I,R, 21'-4" (256") PRESTRESSED 19'-4" (232") PRESTRESSED N,R, N,R. 22'-0" (264") PRESTRESSED 24'-0" (288") PRESTRESSED ~~~ L~ 2'-10" (34") PRECAST 3'-6" (42") PRECAST 4'-0" (48") PRECAST 4'-6" (54") PRECAST 5'-4" (64") PRECAST 5'-10" (70") PRECAST 6'-6" (78") PRECAST 7 '-6" (90") PRECAST 9'-4" (112") PRECAST 10'-6' (126") PRECAST 11'-4" (136") PRECAST 12'-0" (144") PRECAST 13'-4" (160") PRECAST 14'-0" (168") PRECAST 14'-8" (176") PRESTRESSED 15'-4' (184") PRESTRESSED 17'4" (208") PRESTRESSED 19'-4" (232") PRESTRESSED 21'-4" (256") PRESTRESSED 22'.0" (264") PRESTRESSED 24'.0" (288") PRESTRESSED h>~ h>. "\)' "\)~ L~ 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 8F8-lT 8F8-2T 1972 1972 1'if\Q 156Cl 1363 1363 1207 1207 1016 1016 909 929 835 (12 835 727 (23 727 591 591 530 530 474 494 470 (9) 470 418 (15 428 384(15 410 239 246 224 230 187 192 162 166 142 142 137 137 124 124 N,R. N,R. GRAVITY 8F16-0B 8F20-0B 8F16-1B 8F20-1B 6113 7547 6113 7547 5163 6607 6113 7547 3820 4890 6113 7547 2931 3753 6113 7547(7) 1999 2560 5365 7547(36) 1631 2090 4360 7168 (45) 3480 3031 3480 5381 2632 ??O'i ?R1;1 ::\RQR 1 R?'i ?'if\4 1 ,Q,4,< ?'i1;4 1 ?4 7 ?OQ_,< 1 'iqq ?OQ.q ,'>"'''' R.Il'" "''''R 1 ,Q,4f\ '?<;.1 1 RR.1 '?<;.1 1 "'''A ,n7<; 14?R 1n7<; 14?R 1 no? 1_,?R 1 no? ,'>"'" NR NR ''>71'\ ,Q()" NR "R 1 ?'i0 '7':\'> NR "R Q'iO '':\?R NR N~ 750 1037 NR NR 'iQR RLl<; NR NR 550 7fl4 NR NR 4S0 RS4 8" PRECAST & PRESTRESSED U-LlNTELS 8F12-lT 8F16-lT 8F1<'.2T 8t-16-2T ::\17q 44RO 3173 4460 ?'i?4 ,':\_'i47 2S?4 3547 2192 307Cl ?19? 3079 lCl40 2724 1940 2724 16"? 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 UPLIFT 8F20-lT 8F20-2T 'i747 5747 4_'iI;Cl 4569 396f) 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 8F24-lT 8F24-2T 70"4 7034 .'iSCl1 5591 4853 4853 4292 4292 3607 3607 3295 3295 2959 2959 2571 (10 2571 1811 (15 2084 1458 (15 1865 1272 (15 1738 1151 (15 1649 962 (14 1444 887 (14 1434 (8) 823 (13 1324 (8) 767 (13 1224 (8) 637 (12 993 (8) 546 (12 831 (8) 480 (11 713 (7) 461 (10 681 (7) 416 (10 600 (7) 8F24-0B 8F24-1B 8974 8974 8054 8974 5961 8974 4576 8672 3123 7342 (19) 2549 6036 (19) 3707 8360 2698 5681 3486 3486 2777 2781 2423 2423 2193 2193 1838 ~838 1697 1697 NR 2245 NR 2058 NR 1609 "IR 1282 NR 1114 NR 1047 "R 884 8F28-lT 8F28-2T R':\?1 8321 F)f)1" 6613 5740 5740 5077 5077 4265 4265 3897 3897 3498 3498 3039 (10 3039 2152 (16 2463 1732 (15 2204 1510 (15 2053 1366 (15 1948 1141 (14 1718 1052 (14 1694 (8) 976 (14 1625 (11 909 (13 1562 (14 754 (1<' 1268 (14 646 (12 1057 (14 567 (11 903 (13 545 (11 861 (13 491 (10 756 (12 8F280B 8F28-1B 10394 10394 9502 10394 7034 10394 5400 10294 3686 8733 (19) 3009 7181 (19) 4383 10394 37) 3191 8467 (44) 2818 4705 (37) 2163 3643 (38) 3127 3127 2805 2805 2316 2316 2127 2127 NR 2517 NR 2320 NR 1849 NR 1515 "R 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 17:6 NR 1468 NR 1399 NR 1222 LATERAL 8F32.lT 8F32,2T Clf\O,q 9608 7616 7636 6627 6627 5861 5861 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 629 997 566 875 8" PRECAST W/ 2" RECESS DOOR U-LlNTELS 8RF6-0B 8RF6-1B 1749 1891 1596 1756 920 1167 859 1113 901 901 755 755 466 526 8RF10-0B 8RF10-1B 3355 3699 3063 3699 1770 2481 1653 2342 1825 1825 1490 1490 999 999 GRAVITY 8RF14-0B 8RF14-1B 3280 5206 2992 5206 1716 4567 1600 4242 3120 3120 2459 2459 1568 1568 8RF18-0B 8RFl8-1B 4349 6639 3968 6639 2277 6389 2124 6639 (10\ 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 (14) 205 (7) (14 (11 N.R. (13) NR, (14) (12) N.R, (14) (12 (14 N.R, (11 (13 N.R. (11) (13 N.R. (10) (13 N.R. 91 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 ,Q,RF10-1 ,Q,RF14-1T 8RFl8-lT 8RF22-lT 8RF26-lT 8RF3Q-lT LENGTH _____ 8RF6-2T ,Q,RF1 n- 8RF18-2T 8RF22-2T 8RF26-2T 8RF30-2T 4'-4" (52") PRECAST 905 17.1,Q, 2635 doa 4409 5296 6183 905 174,Q, 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1 R7" 2525 dd (4 4224 5074 5924 867 11;7" 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1':\01 1960 2618 3277 3935 4594 675 1q01 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1 ?f\? 1900 2538 3176 3815 4453 655 1 ?R? 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 101? 1601 2204 2758 3312 3865 570 1 nQ7 1651 2204 2758 3312 3865 7'-6" (90") PRECAST 506 7Q7 1462(8) 1952 (7) 2442 (6) 2931 (6 3257 506 967 1462 1952 2442 2931 3421 9'8" (116") PRECAST 395 491 931(12) 1301 (15 1640 (15 1980115 2322 (16 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR, SEE NOTE NO.4 LATERAL 8U8 8F8 REINF, eMU 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 42 116 39 33 8RF30-0B 8RF3Q-IB 7567 10893 6904 10893 3966 9311 (19) 3700 8706 (19) 7360 10893(32 5623 10893 (48) 3146 5891 (47) 8RU6 8RF6 Rl~NJ~ 758 757 1365 694 693 1249 408 407 734 382 381 687 595 788 510 509 674 393 370 490 227 jTYP. TIE BEAM W/3000 P.S.I. CONC. W/l #5 REBAR CONT, r USP SPT4 W/(6) - 10d X 11/2 =' ,=:;l::; '=,-'~ '';:1:; '=,-':- .~; .., .. I ..... . I .. 0 ..... 0 ~ .., .... .., . ~:: ;. STANDARD HOOKS W/25" MIN. SPLICE I I '. '., TYP. FILLED CELL W/3000 P.S.I. CONC. W/l #5 REBAR VERT, h, : I I " . '., INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL ~.;. ;, I I " , 0... .. ~ I: . 8" C.M.U. f:' ., I I " . '". " 2" X 4" P.T. WI (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 I.: t-~. : I I " ..... : I.: fn .. 0......... ......... I..... .. 0 ." :.' ".' .':.' .to' I';.' "0' ..; .'t. ~ , .' '. ' . , , . .-~ . ..... I ...... . ...... . ..... . .. ..' ... ' .il" ... ,. ...' ... ' .... .... .. ,. . . ...... . .. '...... . .. ':... . .. ': ... , , 3 S-2 FRAME (EXT./BRG./SHEAR) WALL \ TO MASONRY CONNECTION DETAIL I SCALE: N.T,S. - LINTEL BEAM: .~-' 1 COURSE LINTEL BLOCKW/l#5 . BAR & 3000 PSI : GROUT, MIN. 25" LAP (ACI 530) JJJIl lIm NON-SHEARWALL SEGMENT I. I I 11111111111.1 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.;4 WWF \ FI LLED CELL: FILL BLK. CELLS WITH 3000 P.S.I. jGROUT Oi\E #5 @ LOCATIOi'.S SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN. MIN. LAP 25" (ACI 530) TOP_OF SLA_B -$ r-..OTE: SECTION BETWEEN DOWN RODS ARE CONSIDERED SHEARWALLS UNLESS OPENINGS ARE BETWEEN THE\11. l-__ ....:.~, . " .... .. J .. ',.. . ",-..:,..tI:::#:"....." __,' Ilo. - {2 \ TYP. SHEARWALL SECTION ~ SCALE: N.T.S. I 5 , S-2 - PRECAST "U" LINTEL WI 1-#5 CONT. IN 3000 PSI COr\C. @ OPNGS. 6'-0" & OVER. PRECAST "U" LINTEL ALL OPENINGS UNDER 6'-0". HURRICANE ANCHORS\ (TYP.) ~ r.:',~ ..:t:1.r.~~.t:~:~ :~:, .~.;: ,... ~ .....I...............~.. "... ., .. ".' .... .. ~.' ,e.. . ",' ,... . ~.' .... . ..: ..... ' .., - .. ~ - -..-. - ......-- .. ~ - SPLICES 25" MIN. 10" LAP (ACI 530 ) n IIHOOKII II 1 ' .' :'" .' .:,' .' II .' :..:~t. ~ - - - -'!"~ - fi! ' 'Cr": ,''; C:', ~ I 1 ~ ~ I I #5 REINF. ~ BAR ~ -<;> ~" ~ rHH;~~x~~l #5 STD. 900 HOOK SCALE:l"=l'-O" 20" MIN. LAP l' l' L #3 OR #4 REINF~RCING BAR #3 & #4 LAP SPLICE 25" MIN. LAP ,m AJL~~ ;~i~~~R~~'~YB~' #5 LAP SPLICE 36" MIN. LAP l' l' , ..r. uj'~~ni~sA.i~S :.i.~ ,'n.A....i....A~i.....-.i..,:..- ' #6 REINFORCING BAR #6 LAP SPLICE ,REBAR SPLICE DETAIL SCALE: N.T.S. STD. 90 HOOK ~ I I h.:. REBAR BOTH SIDES FOr ., .. :: ':. OPENINGS 6'-0" OR MOR~, :. h,:. I h. . .... t. . '...1' . ';1 . " . . , I I I I I ! I II I I I i '. . I I I.: . r. to ~ 1Ilo.. I '. II I h '.' I 11.: . IF: ~ ' I ~ I '. I I '. I ~.>.:' I '. V. If:.. ' t I I I '. '. I '. I I I k: .. I I II ~:: . I I '. I I II h. . . . . . . . . . . . . . . . . . . :1 .. . 10.... . ... _ . .... .......,................. II,.. . ...... . 110,.. . ...... . 11>... . ...... . !o... . .,. . ...... . II.... , ..... . 10, .. . ~. '.. ' ..' ".. ' ..' ... ..........' II. ' .." 110.. ' ..' ". . ..' ... ' ..' ". ..' Il... ' .." ... . ..' ... ' .." ... ' ..' .... ' ..' ".. ' ..' '.. . ..' ... . ..' ... . ..' I .. .... 0 ....... . , ...... c:=::;::;.. . ...... . ....... I '''... I I...... . ',..,'.:::::::::::;::.. . . , .., , '.. 10.. . .,.... I '...... . I. to.. C::=;: .. . I. to.. . "".. . "... ' . , .. ., .. .. ., '\.1. ., , .. ., , .. " , . ... . .. ., , .. ., , .. ., , .. ., , .. ., , .. ... , I' ., .. . ... , .. " , .. ., , .. " , .. ." , .. ., ~ SEE FOOTING DETAIL TYP. MONO. FTG. J SEE FOUNDATION PLAN J FOR LOCATIONS , , 1 S-2 \ BLOCK WALL/REINFORCEMENT I SCALE: N.T.S. TYP. BOND BEAM 8" X 8" X 16" K.O. LINTEL BLOCK FILL W/3000 P.S.I. CONC. W/l #5 DIA. REBAR MIN. LAP 25" (ACI 530) STD. 90 DEGREE ANGLE 3000 P.S.I. CONC. W/1 #5 DIA. REBAR MIN. LAP 25" (ACI 530) INDICATES FILLED CELL FROM FTG. TO BEAM WITH 1 #5 BAR MIN. LAP 25" (ACI 530) I I 8" X 8" X 16" C.M.U. I , TYP. DOWEL 25" MIN. LAP (ACI 530) - I11IIII1 := - - - - - -- -- -- -- - -- =: -- -- - -- -- -- :=: -- -- -- -- := -- -- -- -- -- :=: -- -- = <D = -- -- -- := -- -- -- = ~<D =" := -- -- -- -- -- -- =: -- -- -- -- ~. := -- -- -- = -- -- -- -- -- = - -- - -]111]] I .. "lIo.' ',"!I.:' '......:. .. , ... r , .. 1111111] IIII1IIIIIII11 1I111 I]] II] I1I1 II III <D <D <D LINTEL PLAN NOTES: 1- THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5- LINTELS AT GARAGE DOOR OPENING ARE Mlr-..IMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G,C. COORDINATE. r-- r-- r- r- r-- f- 1I1II III <D FOR ELEV. 1 ~ ~ fOR mv 2, ~ FOR ELEV, 4 \S.:.V MIN.@ -1111 LINTEL PLAN N.T,S. 10'-0" T.O.L. to.. r "r" ...... ....... to.... . ..... . ...... . ..... . ...... to ~. .. ~ .. " II . " II , " . . " II ,." . , " II ',' . '. - " . ""100 . . .., . .... ~ . ..., . .,.. . .... . ..~.. . ..~ ~ , II.. ~ , ....' . ..,.. . , ~: .., .. ".' .... ' ~.' ,'" , ~: ,... ' ~,' .... . ~,' :.. ' ~: .., , ~: :' , ",' ..~ ' ~.'" .11. ' , , '. ' .., ,....,... ~ . .~, . ..., , ..... . .., ~ . ., ~ , II~.. , ....' . ..,.. . .. ' ~. ., . .... ... . ~ '" II, . ~' II.. . ~. .~ . ~' ... ' ~ '" !l., . ~' II, , .... ... . ~ '" '..' .... ~ ;: . ~ .. '~ ;: . ~ ' . ~ ;: . ~ ' ", :: .. ~ . '~ :: . ~ ' . ~ :: . ~ ' I" ;: .. ~ ' ", :: .. ~ ' . ~ :; .. ~ ' ~;;.. ~ ' '~ :; .. ... ,. ,:.. .. . ..... . . ...~ ~ , ..... .. . ... . , .11.. .. . .... . . :. .. , :.. .. . ..... .. . ..,.... ". '," ~ ... ,.................... II..... . ..., . II.... . II.., . ..... . ...... . II.... . . '.. .. '. , '.. , '. . "'. , '. , '. , '. , '. , "'.. , '.' . . ',.... . . .... . . .... . . .... . . 'LINTE' L CO'URS~" . . .... . . '.., . . '," . . ... ..'~. ."~'~. ..,,,~. ,10,' ~. ., ., ~. ,., .~. ,....~, ..... ~ II." , ,. ~ 8'-0" A.F.F. 8'-0" B.O.L. ., ... ~ II.. . ~ 10.. . '..'..:' '......:' . . II.... . . DOOR OPENING r--- '. ' , ' , , . , ,~.. ' , . . . , " II, . , '. ~ .. ~ ' . . . , , 9E \ LINTELS AT ENTRY DOOR w/RAISED ENTRY S-2 I SCALE: N.T.S. 10'-0" T.O.L. , . ...... . . ~ ~ ." "" ............ 11>.... . .., . 11>... ....' 11>" ..., 11>,' II . '10 '" '.. . 'II> , 'II . '. , '. . II "...... ,. ." . ." . II" , .... , II.... . .,.. . ..... ..II..... .... . .., . .. , ...' i.' ......' .I.. :...' i,' ,.....' .I.' :~' ",' :....' ~.' ::'~' ...' ~.' .....' J' ... "'.... ....' 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LL a.. ..J zWa..-l oOLJjz 0 WO(/)S(/)I.J....Za..LU (/) wZ(/)COZOO C Z I:::)zwQ::Ji=z~ f-O::5I(/)cta::3:::J ~ Ol.J....za..f->w~oco v; ct IW(/) ~ ' LlJ t;~~t::O::o~co: C w a:: 3:('f)Z a:: 'UJ oJ co8:::) Oct:::)c(c( ""4, W-lf-~~Of-..JJ: C I3:Ua.. wu~u ~ f-O:::)""IZ:::)c(;;:; a::":::f-,-,o::u..:: 0 8 ~ t; 8 ~ en tnDD ii . 1111 O(f) ~--.J ~--.J 0- NI l!?$ f'-LlJ ~- ~> LOt) ~LlJ >-0::: o::() 00 I-~ Z~ WI- >0 ~--.J o Z C"JCJ) LD6 C"JCJ) M> w cr. Lll o ....... M u....... f-('f) cta.. ~o Lll....... ~ct MO '~ ~~ w---J O---J ~~ o::~ ~W Zl- W(/) wO(V) ~ ---J 0 ~<x:O z$ N <( -i 0.. SHEET NO. 5-2 25 LAST PLOT DATE March 01, 2005 ~Il' c::=:JO <(CQ -l <( a:: f- ~ o (/) (/) w o U a58B:~ wr--- OI.J.... '-' (\J ('f) ~ z('f) ('f)0 ct -l ('f) ('f) 0:: I.J.... (\J (\J ~:2'~~ (/) a.. iXI iXI LllO ~ ~ ~a.. 00 O)ct~~ 0) o ('f) (\J o iXI iXI ~ o ~ Z o ~ ..: f- E o r./) r./) Z o ('f) - M Ci5o~ 0 C)r---MW .r: '0.0 "" "" u c ('f) , -l W .... 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MAX :) ~ - _:-) :;sr";-- BLOCKING "- ~ MINIMUM 2"x4" I '\....- CROSSBRACING (SEE PLAN FOR LOCATIONS) ,V~ . . . _(3) 12d V- PER JOINT , 1._--...1 CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN- INSTALL BLKG. AT TRUSS WEBS FOR NAILING - - , ,- I -, , 00 \ 00 _CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB CROSS BRACING DETAIL (TYP.) NOT TO SCALE / 2 ,CROSS BRACING DETAIL (TYP ) ~' SCALE: N.T.S. - (2A \ \2Y G.C. TO PROVIDE BLOCKING TO COMPLY WI APA RECOMENDATIONS FOR SPAN RATING OF 7/16" 058. * * ALTERNATE SPAN RATED 32/16 PLYWOOD MAY BE USED 20'-0" MAX 20'-0" MAX "X" BRACE SEE DETAIL 2/S3-~ CONTINUOUS BpTTOM CHORD r BRACING 2 X 4 MIN, SEE DETAIL 3/S-3 1\ / :>k / E p( 0- w ~ ~~ <t ~ / (28"\/ \5f " ob< b I~ rI ~ --~ ----'" ----- ----V / --~ -~ ~ q ~ >k ~ <t - - - -p BJ - - - -~ ~ ob< b ~~ rI~ ~ <t o z W 0- I >k ~ <t 5' <t e ~~ ~~ ~~ ~ >k r--- 0- W 0- W NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERI\G CUT SHEETS FOR ADDITIONAL PERMANENT BRAClr-..G THAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERVlA\ENT -. BRACI\G PROVIDED IT EXTENDS OVER AT LEAST 9070 OF THE WEB. r 4,REQUIRED MINIMUM PERMANENT TRUSS BRACING PL~ N \ S-3 I AS PER HIB 91 TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX, FOR FIRST (4) ROWS OF TRUSSES REV. 7/19/03 SCALE: N.T.S. TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPl-2002 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING is APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SlINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVEI~LOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BI IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERALBRACING SPECIFIED BY TRUSS MANUF. Sr!ALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION I UMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE I~STALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE \OT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF Tf E TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARIN(i SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS CONV. FRAMED RIDGE TYP. HAND FRAMI\G ABOV~ T,~USS"'" ~ 2X4 BLOCKI\G MAY BE NAILED wi MIN. 2X4 STUDS & PLATES AT 2 -0 O.C. /? Bf TWEEN EA. TRUSS (4) 12d WHEN IT LANDS EACH DIRECTION TYP. U.N.O. 2X4 DIAGONAL AT 8'-0" O.C. i\ ....dII A NEXT TO PRE-ENG. TRUS ....--2x8 BLKING. NAILED @ EACH MAX & EACH END ALTERNATE..... SIDE w/ (3) 12d NAILS WHEN I I REQUIRED w/ (2) USP MTW12 DIRECTION TYP~ W/ (14) - 10d X 11/2" EACH .7 '\. I \ L I ~ ~I \X ' ~ * r--~- " ~~ ~, VERTICAL SCAB 2 x 6 #2 SPF 48" O,C. W/ (4) 10d TOP & BOTTOM OR USP RTl OR HCLR/LL W/ 8 - 8d IN PLACE OF (4) 10d ~ COLLAR TIE ,......1- EVERY 3rd RAFTER L-** ~ TB BEVEL CUTS V- (OPTIONAL) / ~~2X4 SPF 2 (2) #7X 3-1/2" <! WOOD SCREW EACH TRUSS OR USP RTl @ 48" O.C. D~-- /' / / PRE-ENG. TRUSS CONT. ROOF SHEATHI~G AT TRUSS TOt"" CHORD AT ALL HAND FRAMED AREAS TYP. DIAGONAL, AT 8'-0" """ MAX 7' ~ * 2x8 #2 SPF RIDGE BEAM ** 2x6 RAFTERS @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM -. -' - X -,--- ............. '-' -::'WOOD ,..-, L!." TRUSS X I 2X4 CONT. ATJ~W~~CONC. MASONRY T & B CHORD ~ ///. STEEL OR WOOD /// BEARING SUPPORT I .7 1 x x ~ x -- -- lWOOD TRUSS! ,,-A PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STA\DARD HEEL HEIGHT TYP. WOOD TRUSS BLOCKING DETAIL~ SCALE: 3/4"-1'-0" , -. 9 S-3 A-A ALTERNATE BLOCKING ,DETAIL @ INTERIOR BEARING J REV. 8/3/04 SCALE: 3/4"=1'-0" SEE -~K~~~F PLANr-::.;.. ~I "EATHING .-PROVIDE 2X4 MIN. BLOCKING AT <t OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD I)/t TRUSS '~V A ~, ~ ~, / "'~,~I~ TYP. 2X4 BLOCKII\ BETWEEN TRUSSES SECT. A-A G.T. ADD 2X4 ALONGSIDl:: TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) JACK TRUSSES (2) 12D NAIL AT 12" O.C. MAX -. . I 28 \HIP/RIDGE BLOCKING DETAIL , 8-3 IREV. 7/18/03 3/4"=1'-0" ~ NOTE: MAY CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING I AROUND CLRVE. MIN. 2 TAPCON ANCHORS TO 2x8 '" I~ "" 10'-lF~" MAX WINDOW OR DOOR OPN'G - I 10\ DET. @ ARCH WINDOW FRAMING , S-3 I CMU WALL 3-17-04 - r- :8: ~ ~ 7/16" O.S.B. EA. SIDE 2X BLK'G. TO O,S.B. W / 2 - 8d EA. E\D ~ - .J\r - EDGE VIEW - WHEN REQ'D RECESSED PRE-CAST LINTEL 8" 0 BLOCK TIEBEAM_ W/ 1#5 REBAR U.N.O. ...j ...j <l: ~ ::l ~ U !:- o rI o f- 0- ::l I I I I I 2x4 SPF CONTINUOUS BLOCKIN ATTACHED TO 7/16" OSB W/ (2) 8d NAILS. SEE DETAIL ABOVE I I I I I I ~%// // ~ ~. 2x8 W/ (2) 16d TOE NAIL~ /" EACH END ~ 7/16" OSB W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER ~ x8 P.T. W/ TAPCON HW4-23 (1/4"x2-3/4") @ 12" O.C. MAX I - I I I I 1 I r I r I I I I SCALE: N.T.S. PRE-ENGINEERED OVERLAP TRUSS BRACING WOOD TRUSSES \ -; AT LEAST ONE TRUSS \ SPACE 6" OVERLAP ~"" . FASTEN TO 2x8 A w/16d @ 32" D.C. .<",,, /A' "'::::> ''/ ~~SlTi~~~~~80.~ x;~r------~cfL~;bR ~~B~~rTE~OBX~2" O.C. ........................ MIN (4) BOLTS GARAGE ~. REF: POURED CELL EXTERIOR ,.... CMU WALL INTERIOR \ I ~ ~MI~IMUM (2) 16d PER JDINT\ . r LMINIMUM 2"x4" SPF OR * SPACED AT 15'-0" MAX SYP TRUSS BRACING PLAN VIEW (i3\ FRAME ENTRY TO BLOCK DET. ~ SCALE: 1/2" = 1'0" TRUSS BRACING OVERLAP ~ DETAil (TYP.) S-3 SCALE: N.T.S. -rAr.- ~ ~ ~ -UVL- EDGE VIEW 7/16" O.S.B. EA. SIDE 2X BLK'G. TO O.S.B. W / 2 - 8d EA. E\D (3) 16d COMMON \ NAI LS(TYP) ~ ~ '--HEADER PER LOCATION -. \\: // /." ~ / X' ~~~ ~~:0. '//:,'<, W ~ ~ ~7 /16" OSB WI 6d NAILS @ \~ ~~ 16" O.C. TO SIDE & TOP NAILER ~'J ~''''-2x WI (2) 16d TOE NAILS ~ I EACH END TYP. ~ 2x4 SPF CONTINUOUS BLOCKING ATTACHED TO 7/16" OSB WI (2) 8d NAILS. SEE DETAIL ABOVE SEE 6/S- FOR CONN. 7'-011 MAX WINDOW OR -. DOOR OPN'G (11 \ DET. @ ARCH WINDOW FRAMING ~ FRAME WALL 3-17-04 SCALE: 1/2" = 1'-0" w ll..~n:: '0n::0 W ll..ll.. ~W"",f- ~9o~ l.LJ x~o::o () O::lll..u n::ozU I- O-"",w<l: O O-",,~,- <l:O<l:Q Z wn::f-z n::ll..w l.LJ <l:zo::O fn oW<l:O \.,J W~(/)o <C f-;::zz I- 0 o<l: :JW-w O on::(/)"", <l: Z "" . o iD(/)W<l:z LL (..:;Jz~EtQ <l:000f- l.LJ 5U;0::f-() 0::: 0r50~:::J <C ll.."",o::Uo- w""wOo- ::J n::Of-iiS<l: o <l:...j~ ...j :J...j ,O::...j U) o-(/) <l: (/) 0 <l:~ n::...j........ ::J~~~n:: <l:O:><l:O m~ ~ g!' '!'"",C!) lU.- 0 ~ ~ IV'\ lU u u; '....I -.&.. LJ..J ~ ~ ~ iD I en 0 0 U)cag:~ lUc80 - '0.0 u:: ...j ca.- -::) --l ... (/) b:: co ~ Oa>w n:: -a U f- E ~ ~ ~.-'\l- 5S ... v (/) w o U ~~ iiS8E~ ~)'~"'w w l' 0 ll.. 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I- >-00.. ~ <( 0 >- <l:IO:: L() (/) ~t::0 Z$C\J a.. z~U ~ llJ ::so::W 0 w~ <t: o-zO 0:: .....J U (/)ZI >- 0.. -<l:(/) ~~::l 0:: () SHEET NO, 0.. 0:: 0 S-3 0 0 U w ~ I- ~ 0 OF I Z (/) ~ 25 :J M llJ 0 I- 0 > LAST PLOT DATE N @ 0 March 01, 2005 Z --I DETAILS - ALTERNATIVE WHEN TRUSSES RUN PERPENDICULAR TO WALL (2) 16d NAILS EACH END r BOTTOM OF TOP CHORD $- (4) - 12d NAILS TYP U.N.O. 2x4 @ 16" O.C. (4) - 12d NAILS TYP U.N.O. BOTTOM OF r BOTTOM CHORD $- USP SUH24 EA END 2x AT EACH TRUSS T SEE it- tLtV DOUBLE 2X TOP PLATE CORNER USP LSTA12 w/l0-10d NAILS B B A A SEE $- . ~ (2) 2x4 SPF CONST GRA E 2x4 SPF CONST GRADE @ 16" O.C. -;f,--- ~ USP SPT22 & SPT24 EA (2) 6d NAILS T&B @ 16" O.C. PLAN VIEW A-A (2) 2x4 HEAD OR SILL MIN (2) 2x4 SPF VERTICAL STU OS USP JUS24-2 , ....... .. ....... .. . ~,. ... " ~,. .... ., i .. . ',.. . .,.. . .,.. . .,.. . .,.. . .,.. . .. .. ".. ",'" .....:, ..,..:..~.... .. ':." ....' ...."..' ., , . ....... . .,.... ..~:.. ",.'..~:.. ","',t. .. ~ .... '01" "~d .. ,., ....... . .,.., ..:" ".'..:" ..,.... ...... . ...... PLAN VIEW B-B SEE FOUNDATION PLAN FOR FTG REQUIREMENTS 2x4 P.T. CONT. wi 1/2" DIA A.B. @ 48" O.C. & EA E D. SECTION AT BUTT-JOINT GLASS WINDOW SCALE: 1/2" = 1'-0" FRAME CONNECTION MASONRY CONNECTION NO. 14 FLAT HD WOOD SCREWS @ 3" FROM EA END & 14" O.C. (3 SIDES) MIN. 11/2" EMBEDMENT 3116" TAPCON~ 3" FROM EA END & 14" O.C. (3 SIDES) MIN. 11/2" EMBEDMENT TYPICAL FRAME: 0.187" x 1.75 x 1.125 THICKNESS = 0.062" wi EPDM RUBBER WEDGE " " " " " " " " " ~ ~ , , SQUARE JOINT PLAN i SEE FLOOR PLAN I I, 1 MITRED JOINT NOTES: 1. ALUMINUM ALLOY 6063-T5 2. GLAZING TO MEET ASTM E1300 3. DESIGNED FOR AREA = 10 TO 100 S.F. (INT. ZON MAX HEIGHT 70" (t= 1/2") 60" (t= 1/2") 50" (t= 1/2") 40" (t= 3/8") SEE PLAN FOR SPECIAL REQUIREMENTS ~~c, TEMPERED ELEVATION BUTT-JOINT GLASS WINDOW DETAIL v = 120 MPH FBe 2001 SCALE: 1/2" = 1'-0" REV. 9-4-03 AS l' · . . . , . " ' lOd @ 8" D.C. STAGGERED EACH MEMBER (TYP.) TUD 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-LEr\GTH STUDS AT EACH SIDE OF OPENING TRIMMER STUDS: (1) REQ. EACH SIDE OPENINGS UP TO 6'-0" WIDE (2) REQ. EACH SIDE OPEi\Ir\GS 6'-0" TO 12'-0" WIDE FRAMING AROUND OPENINGS SHALL BE NO.2 OR BETTER SYP SEE PLAN FOR ADDITIONAL SECTIONS REQUIRED (2) 10d TOEr\AILS OR (2) 16d ENDNAILS EA. STUD NOTE: SEE PLAN DETAILS FOR CONNECTIONS THAT MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES e.CALE: N.T.e.. TYP.. FRAMING '6) EXTERIOR DOOR OPENING CRIPPLE STUDS @ 16" O.C. BETWEEN HEADER & TOP PLATE WHEN APPLICABLE _ W/ USP SPT22 AND USP SPT24 TOP AND BOTTOM EACH STUD (2) 2X12 No.2 SYP HEADER w/7/16" OSB SPACER UNLESS NOTED OTHERWISE ON PLANS BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT l' I . . . , . " ' (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 OPEr\Ir\GS 6'-0" TO 12'-0" WIDE lOd @ 8" O,C. STAGGERED EACH MEMBER (TYP.) FRAMING AROUND OPENINGS SHALL BE NO.2 OR BETTER SYP - USP MP34 EACH END, TYP. - DBL. 2x4 SILLS FOR WINDOWS CRIPPLE STUDS @ 16" O.C. W/ USP SPT22 AND USP SPT24 EACH STU D (2) 10d TOENAILS OR (2) 16d ENDNAILS EA. STUD NOTE: SEE PLAN DETAILS FOR CONNECTIONS THAT MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES TYP.. FRAMING '6) WINDOW OPENING e.CALE: N.T.e.. W u..~0::: '00:::0 W u..u.. ~1:!S~~ ~-O:::l w x~o:::o <-) O:::lu..u I- o:::ozU o.."",w<l: O o..",,~,_ <l:0<l:0 Z wO:::f-z o:::u..w W <l:zo:::O fl""l ow<l:O '-I W~(j)O <:( f-;::zz I- 0 o<l: :::lW-w o OO::(j):::!: O (j)<l:Z . W(j)W<l:z LL c.::lZ~ttQ <l:000f- w t;U;O:::f-C3 n:: o~Q~:J <:( u.."",o:::Uo.. 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I"- l1J I wO:::.....J wCf) 0:::3:<l: WWO::: ~ - e" COIf- > wO(Y) f-f-~ Of-U ~ ~ .....J 0 n:: Z::) . ~ >-00.. ~<( 0 >- <l:IO:: L() (/) :::!:f-O ~U Z$ N a.. Z ~ l1J :5O:::W 0 W~ ::s o..ZO <-) (j)ZI >- 0::: 0.. -<l:(j) ~~::) 0::: () SHEET NO. 0.. 0:: S-4 0 0 0 U W ~ ~ ~ 0 OF I Z (j) ~ 25 :::l M W 0 0 > J- LAST PLOT DATE N @ 0 March 01, 2005 Z --.J DETAILS - w () I- o Z w (!) ~ o E2 w 0:: <( ::) o C/) w :2 LL.<l::0::: '00:::0 W LL.LL. ~~:2~ :2-0::> X~O:::O O::>LL.U crOZu Q..""w<( Q..""::!:f- <(0<(0 wO:::f-Z crLL.w <(Zo:::O ow<(O w::!:(/)O f-<(ZZ Of-O<( ::>w-w O'cr(/)"" <( Z "" " ~(/)W<l::Z ~z~EtQ <(000f- 5u;crf-(3 oE5Q::!::::::i LL.""O:::UQ.. w""wOQ.. O:::Of-CiS<( <(-.J~ -.J ::>-.J .cr::;J 0'<( (/) o~...... (/)cr-.J........ w-.JO :J>~zcr <(0:><(0 en (1)Q,)-.J cn1U~ (1).- 0 (1)(.)(/) ~ ~ ~ en 0 cr cn(t3Q.. (1)eS] - 'OJ) u:: C'CS.- - ~entr: oQ,)W e"Cu w ~ (,) I Z OOz f-. 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I- ~ OJ <t U1 I I- w Co ,... ~ ~ ~ . I- Z 0 0 A ~ , "- I "- > '(, I 0 Z w (;l Z u;~~ 0 WI-(/)W:::::i OZ(/)::::!<t: oo-::r:> z::!:t::i:(/) <t: NW 0::;:;:; (;l""~OO ~O::OoO :i:t2wwu <t: ::r:....J1- o::oI-L:)z O:::::io::(/)~ ~~Woo:: ::r:(/)tZ::l 1--<t:<t:U TYP. 8" MASONRY WALL/LINTEL GIRDER BM. OR WOOD TRUSS (WOOD TRUSS SHOWN) l!) o ........ ,..., u........ f-('I') <(Q.. <;j'0 l!)........ <;j'<( ,...,0 '::!: i8:2 C'J(/) .z ~o C'J- ~(/) > w cr:: NO SCALE REV. 10/10/00 PJM UPLIFT CAPACITY - 1890 # SEE SCHEDULE 0 (j) w.....J ~ :2 --I O.....J w 0 ~ 0::: --I z<( () >-LL.z zf-O 0 <($ <(z- - I- zw~ :c -(/)> I o::~ 0 ozo C'J ~o<( Z ::>uo LD $ (9w oZo:: oWo I- crf--.J I zl- Q..t::LL. wcr-.J I"- llJ wC/) I cr3:<( wwO::: ~ - wO(Y) (!) COI~ > f-f-w Of-U ~ ~ .....J 0 0:: Z::::l . I- >-0Q.. ~ <( 0 >- <(I 0::: LD (j) :2t::0 z$C'J 0- 3:U 50:::w ~ llJ 0 w:2 :5 Q..ZO 0::: () (/)ZI 0- -<((/) >- ~:2::> 0:: () SHEET NO. Q.. cr S-5 0 0 0 U w :2 I- ~ 0 OF I Z (/) ~ 25 ::> ('I') llJ 0 0 l- N > LAST PLOT DATE @ 0 March 01, 2005 Z --.J DETAILS - TYV E K ~ /j,TAR PAPER WRAPPED 6" "" UP EXTERIOR FRAME WALL AND SEALED BY TYVEK INSTALLER DECO FINISH WI V STOP VU LKEM CAULKED TO ,,-- TERMITE SHIELD ~TE~~ITE,SHIELD.,~ ,/-~.'( /." :',:,,': /.,,'" ':':':..: '\>;:',:'~.: 4c"',>":',,~ ,/," ",",,'" 4"'~ ., ,/ ',' ',~,:' ~ / ....: ~ "<, 4'," , , , '. ~" ' "..? ' "," ' '. , " ;" "', '~ ;., ~" ',- ; "! ~. ~ .. ; " ,~ ' " ~ . ~I ",.:~ ',,;~ '~,~:" '"'''~':'_:.:~I ~ TOP SPLICE J 2"x TOP PLATE /~ Ll/4" MIN. SPACE DOUBLE 10d <"'" 11/ -t ~~' " "" . ~., f', ~~ 2 ROWS 10d @ 6" O/C 2 ROWS 8d @ 6" O.C \ /;(2) SYP#2 TOP PLATE 8d NAILS @ 6" O.C~ ROOF OR TO BLOCKING \ / FLOOR SHEAl HING X~ I I I I I I ~fM X (2) 12d NAILS~ V TO BLOCK:~ING USP- t1 TRUSSES SUH24 ~ I~ ----- 2X4 BLOCKI~ - - 2 S~R~C~U~A-L SHEATHING AT EA. ROOF __ ..-j (MIN. 7/16"). NAIL w/l0d @ PANEL JOINT AT USP SPT24 I ..........--3" O.C. EDGES STAGGERED 48" O.C. MAX @ EACH STUD V & 6" O.C. INTF:RIOR - EXTEND TO ROOF SHEATHING :_____ 1/2"x 12" A.llOLT 6" FROM ENDS 2x4 ~,PF STUDS THEN 32" 0.(. - OR 5/8" w/8 1/2" @16 O.C. /:E~BED WEDC E BOLT 6" FROM ENDS USP SPT22 _----- THEN 32" 0.( . W/#3 PT SYP @ EACH STUD ~ BASE PLATE --'~- r1 I VI ____ 2"x STUD @ ~ 24" O.C. MAX. v LSTA12 I ACH SIDE @ EACH I ND OF WALL /' ~ 2"x P.T. PLATE---....... . "'':5< , ~OTE: PLATE LEI\GTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL \-BOTTOM SPLICE OVER STU D ,,/ TYPICAL INTERIOR ,N IN-RI=4,Rii~G J SCALE: N.T.S. KtV. l-;j-U;j AS EXT. FRAME WALL I 20 ,TERMITE DETAIL 'S-6 N.T.S .- - v , 5\TOP PLATE SPLICE DETAIL , S_~SCALE: N.T.S. - - J 3 , S-6 - '4'4'4'4'4't' '''~.b.:!.~~:!._~.'''_~.:l.... .... .'~" SEE PLAN FOR DIM 11";' . ...~)..... . ~'. . ~'. . ~.. . .... . =3' . · . · . · . .'. :'::~'::~:~'.~~.~~.~~.,-~.,.- . = Z . .. . .. . .. . ..' ..... N - '..>O..'.o~'...'. ri~ ..j'..;',,;~' J 4"L 16" l ~ SEE FND. PLAN ,. , I, FOR FOOTING SPECS. .- INTERIOR SHEARWALL @ TRUSSES ~ 18 ,STEP-DOWN, WALlL TO TRUSS 1 S-6 r\0 SCALE REV. 9/30/03 AS _ SHEAR CAP. 500#/L1N. FT. ~/8" "S" = NAIL 3/8" SPACING ~ : 3/4" 1:" ~ ~: -S ,-1/2" / tjS f4- ~ -rx. + -I: ~ f\ 1/~" I I or -.- -.!- -... -0 - -1 I "t - -0- + -d'":..~,L _~-1 SINGLE NAIL EDGE SPACING DOUBLE NAIL ED~E ~JA'dNG f 2 - S.P.F. CONST. GRADE TOP PLATE SPLICE MIN 48" APART, ~ ~ ~ Fj;~~ '; - i: -;; ~;:~\:~'I -;;- ~ -;; II" "1111 \ ~I I II " " _;-11 0 " 11 111 ~ III "II" " I,,, OPEI'.ING '" ~ II II II ~ 0) NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL :: II :: I ~~ 0--- ::: :': :: II 0 NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL II II II III _ ,r- ~. _ 111 II 1* @) NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON r\AIL " II II " III I II 111 II " II I @ NAIL INT. AT 6" O.C. W/8d COMMON r\AIL = '6 dl = !h ~I, III I II 111 II "" (0 STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. FLOOR SYSTE~ I/'...JJ 'IL...JJ. II.JJ.. W /8d COM MON r\AI L -"'- 2x8 P,T. S LL PLATE ~ \ (0 NO SPLICE @ HEADER - r\AIL SHEATHING TO (2 STORY Ot\LY) L: HEADER W/8d COMMON NAIL@ 4" o/c r7\WALL SHEATHINGT'IBNSTALL. & NAILING SCHED. ~ t\0 SCALE REV. 02-11-04 MD ~~;) I SEE ELEV. PRE-EI'.GI'JEUED W,OOD TRUSSES@24"0/C ~ UPLIFT CO",'JEc- OR (SEE SCHEDULE) L / r DOUBLE 2"x4" -OP PLA~E j / 2"x4' S~LDS ,Q) :6" O/C """<""'.EA."CO~"~~ Cn~R'C" TASR QUIRED APA RATED STRLCTURAL SHEATHING f ~~ MIN 7/16' FASTE 'JED TO TRuSSES WI ;;. 8d COMMO'J WIRE MILS @ 4' O/C BOUNDARIES 6' O/C EDGES & 8" O/C FIELD __ S,\-1PSOI'. SP1@EA. STUD -~ ~ 2"x P,T, ?LATE~ ~, '- '<1A \ SPAN ROOF TRLSS 1/2' X S" "J' BOLT@ 24" O/C M./J"X../ , , / UPliFT CO'J',ECTOR 8"XB"X16" K,O. BLOCK WI 1 #5 CONT../ (SEE SCHECJLE) A'JD FILLED WI 2500 PSI CO!-'CRETE / 1 #5 VERT ,N CONC, FILLED CELL --.J, __ WI STD, 90 HOO" I'J K,O. BLOCK _ (4 ,KNEE WALL ABOVE MASONRY WALL DETAIL ~ SCALE: 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 ROOFING FELT APA RATED STRUCTURAL SHEATHING MIN 7/16" FASTENED TO TRUSSES PER ROOF NAILING SCHEDULE ~~~ : \ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ 'f..Jff. ^\. ,; ~ I~"<. 1/2" CEILING BOAR~ ~ 3/4" P.T. NAILER ------- / \ 1/2" DRYWALL: _ )-- ...... CURTAIN NAILER 1 X 4 P.T. @ WINDOWS 1 X 8 P.T. @ S,G.D, PROVIDE BLOCKING @ / BEARING TYP. SEE 9/S~3 uuu uu_u~ TRUSS/JOIST/RAFTER ~:~SEEPLAN ..~. 2 - 2"x4" TOP PLATE 8 CONST. GRADE SPF l~ SPLICE MIN. OF 24" APART I ----SiMPSON SP 2 W/6-10d TO STUD & TO TOP PLATE 2" X 4" SPF STUDS @ 16" O.C. W/SIMPSON SP 1 & 2 EACH STUD SIMPSON SP 1 W/ 6-10d TO STUD & 4-10d TO BASE PLATE 1/2" x 6" A307 A.B. OR ~ 5/8" x 7" SIMPSON TITEN HD /'THREADED ANCHO R W/ 5" MIN. EMBEDMENT W/2" WASHER @ 32" O.C. MIN. 6" FROM E~D W/P.T. .. f- or' -.'- ~--";....' <l '~I ,',,' -.:','- _ ~~~YP 81 PLATE .~ . . ~ , .' \ t>' 0. I; , J ' /'" ~. - .' ~ = J " ~~ 4 - -;.. ~ J ' ~ , ',.!:lI.... ' ',.!:lI..... , o. ,. '''0' . II. .. III "" II. .. III 12 PRE-ENG. WD TRUSSES @ 24" O.C. ~I, 15 INSULATION BAFFLE BATT OR BLOWN INSULATION MIN. R-19 ~ ~ TRUSS ANCHOR (SEE PLAN) : ~ FIBERGLASS SHII\GLE : ~ ~ ROOFING FELT ~^^^^^^^^^^fr^~~, SEE ROOFING SCHEDULE I~"" 1 .""'--V-.."- 1/2" CEILlI\G'BOARo-l ] ~ ~ 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 :)EE ELEV (UNLESS OTHERWiSE NOTED- SEE PLAN) ADDED BELOW THE HEADER W/ EACH . NAIL @ 6" O.C. PLY ATTACHED W/ (2) ROWS OF 16d W/2-2" X 4" SPF TOP PLATES NAILS AT 8" O,C. MIN. SPLICE 48" W/12d @ 6" O,C. 5EE 26/5-4 OR 27/5-4 /; ALUM FRAMED WINDOW w/ SCREEN FOR MORE INFO @ OPENING NOTE: 40" MAX. SILL CEMENTITIOUS DECORATIVE FINISH HGT. ON ALL BEDROOM 7/8" THICK PER ASTM C-926-98A WINDOWS. 2" X 4" @ 16" O.C. (2) 2 x SILL~ W/2-12d EA. END W/ APA RATED 1/2" DRYWAL 7 STRUCTURAL SHEATHING (MIN. 7/16") NAIL 3" O.C. TOP & BOTTOM, 4" O.C. R.l1 F.G. BATTS S-6 SIDES & 6" O.C. INTERIOR WOOD BASE ~ ~ P.T. 2" X 4" #2 SYP BASE PLATE CONC SLAB -, ~ ~ .~ w/l/2" X 8" A.B. OR 5/8"XT' \ I. ~_(':.J WEDGE BOLT, w/2" WASHER @ 6 X 6 10/10 WW,M. I~" ~ 32" O.C. MIN. 6" FROM END , - /" GRADE 6 MIL VIS~UE~'~llI'";:,, ;,'.",.\! _+ _ -1,01 OF ~LAB + :~., " . ~. =::LLJ = TREATED '. ',,~ ,;' . ~ ,; N 00 0 CLEAN FILL! '; ~",,~>,O) ri g ffi N , "'-- SEE FOUNDATION PLAN '---..... ~ ---------- ~~~METAL DRIP EDGE ~" ~ 2" X SUBFASCIA ~~ CONT, VENTED ALUM SOFFIT I "--- 8" X 8" X 16" K.O. LINTEL BLOCK .....O.H. ... W/l #5 DIA. REBAR & SEE ELEV. 3000 PSI CONCRETE PRECAST "U" LINTEL WI 1-#5 CO~T. IN ""'lI 3000 PSI CONC. @ OPNGS. 6'-0" & OVER. ~PRECAST "U" LINTEL ALL OPENINGS _ UNDER 6'-0". ::;j: ;....- FILL CELL -1 #5 DIA. REBAR W/ 3000 PSI CONC. ALL LOCATIONS SHOWN ON FOUNDATION & FLOOR PLANS ALUM FRAMED WINDOW W/ SCREEN MARBLE STOOL 1 X 2 P.T FURRING R4.2 FOIL INSUL ON EXT _____ BLOCK WALLS A 1 X 4 P.T. BASE NAILER #; WOOD BASE CONC SLAB ~ ~ ~ FTG. DOWEL #5 DIA. REBAR SEE FOND. PLAN ~ 7" IN FOOTING. EXTEND 25" (ACI 530) .. ABOVE SLAB. ALL LOCATIONS 6 MIL VISQUEEN SHOWN ON FOUNDATION PLAN TREATED ~. ,': I" ':-~ .';. . , ';-, ;,', .. - ~ - - _(lR~DiOp _0 F SLAB-$ CLEAN FILL : ...:i:::"",3: : ~gWY:!:+ ..~::;:.j,_::t:":ffi:::F:1\ : ~ ~~ PRECAST CONC SILL 8" X 8" X 16" CONC. BLOCK CEMENTITIOUS DECORATIVE FINISH 8'-0" MAX. ~~. '"'' 16" W/2500 PSI CONC. ~ W/2 #5 DIA. RODS " MIN. LAP 25" (ACI 318) _ INTERIOR BEARINGSEE FOUNDATION PLAN t14.1\w/UPLIFT ~ J NO SCALE REV. 8/14/00 PJM '-.:;:/ UPLIFT VALUES - (DOUBLE SIDE CONNECTORS-DOUBLES VALUE BELOW) 1 (EACH CONNECTOR) EACH STUD - 535 LBS. PER TRUSS L-! · SEE FOUNDATION PLAN .- ~ 8,TYPICAL WALL SECTION CONCRETE BLOCK ~ SCALE: 1/2" = 1'-0" -9 TYPICAL WALL SECTION ~ ,EXIt- HUlR FRAME , S-W 8-1203 REV. AS. 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",f-<tDJ '4, U1 [l I r- W ... ~ ~ 'r- z o o \D o z W t:l Z u;~s;? 0 Wf-(/)W::J OZ(/)==< O-::r:> ~:2't:::s:(/) <"'Wo::~ t:l"~OO ~O::OoO :s:OwwU <l.J...::r:....Jf- o::of-l'5z O::Jo::(/):J! ~~tOO:: ~~<~B Lf) ("\J(f) 0 "- ri L!)Z u......... f-('t') 0 <(Q... ("\J(f) <;to ~- Lf)......... > <;t<( riO W '~ 0::: ~~ 0 (f) W-l ~ ~ ~ --.J 0-1 UJ 0 0::: --.J z<X: U >-l.L.z Zf-O 0 <(~ - <(Z- - ZLLJ~ :c I- -(/)> I O:::~ oz- C\J 0 LLJoo uu<( Z :J 0 LD $ ~W OZo:.: oLLJo Zt- I- O:::~......J I Q...-l.L. I"- llJ I LLJO:::.....,J wU) 0::::5:<( LLJLLJO::: ~ - (!J []JI~ > W 0 (Y') - f-f-LLJ Of-U ~ ~ -I 0 C(: z:J . I- >-on... LD ~ <( 0 >- <(I 0::: (j) ~f-O ~u Z~ N 0... Z ~ :)o:::LLJ llJ 0 LLJ~ <( n...zo -l U (/)ZI >- 0:: 0- -<(U) ~~:J 0:: () SHEET NO. n... 0::: 0 5-6 0 0 u LLJ I- ~ ~ 0 OF I Z (/) ~ 25 :J ('t') W 0 0 > I- LAST PLOT DATE N @ 0 March 01, 2005 Z --.J DETAILS - HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS HEADER ANCHOR NAI LED TO TOP PLA TEE, HEADER & JAC~~ STRUCTURAL NOTES SEE SHEET S-7A FOR ADDITIONAL S-7 DETAILS NOT SHOWN 2 X 4 WALL 2 X 6 WALL NO. & SIZE OF RAFTER TIES EACH END 6) WOOD: 6.1 WOOD STRUCTURAL FRAMII\G MEMBERS: WALL STUDS TOP & BOTTOM PLATE BOTTOM PLATE IN CONTACT WITH MASONRY I jOiST SQUASH BLOCK I TRUSS BRACING & BLOCKING FURRING & B.U.C. STRIP -SPF STUD OR CONSTRUCTION GRADE -SPF STD & BTC -#3 SYP PT -SPF STUD OR CONSTRUCTION GRADE -SPF STUD OR CONSTRUCTION GRADE -#3 SYP PT HEADER SIZE & GRADE OPENING JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END l' - 4' (1) (2) (2) (3) (1) (2) (2) (2) (2) 2X12" 2SYP (2) LSTA 30 /.r VSINGLEOR2PLY :: GIRDER TRUSS '1 '1 :~ \/ / USP LTS20B w/10-16d \ :.r:: TO GIRDER TRUSS ~~~~ I~ 2.2,4 SPF TOP PLATE (UNLESS NOTED OTHERWISE ABOVE) #2 SOUTHERN YELLOW PINE WITH AN ALLOWABLE BENDII\G STRESS (Fb) PER NDS = 1250 PSI AND A MODULUS OF ELASTICITY = 1,600,000 PSI 6.2 DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE, LATEST EDITION, HIB-LATEST EDITION AND QST-LATEST EDITION. 6.3 ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6.4 ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 6.5 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 6.6 8d NAILS ARE RECOMMENDED FOR ALL SHEATHING NAILING. IF .099 DIA NAILS ARE USED ALL NAILlI\G PATTERNS SHALL BE MODIFIED TO THE FOLLOWING SCHEDULE: (SEE 7/S6 FOR LOCATIONS) 6.75/8" x 7" EXPANSION BOLT OR 1/2" x 8" A.B. BOLT MAY BE USED INTERCHANGABLY 4' - 9' 9' -16' (3) (3) (2) (3) ~~'SEE SCHf DULE ');::J '<.' " , )-ROWS 12d NAILS STAGGERED @ '. ~ ~ :J 2" O/C EACH FACE OR 3-ROWS ~~ ~~ :J 2d NAILS STAGGERED @ 12" O/C . · ".......~-......: '- fOR 2"xl0" OR GREATER HEADER ........ ~ lA.~ ~ " ~ '~ (3) S.Y.P. 2x4 w/l0d @ 8" O,C. EACH WAY ""......... REFER Tv 26/5-4 OR 27/5-4 .........v * 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 \. DOUBLE 2 X 12 NO.2 S.Y.P. L HEADER W/ 1/2" FLITCH PLATE OR WI85 JOIST HEADER. (U.N.O.) -- -- /5/8" ALL THREAD ROD W/ :: SIMPSON SET EPOXY - BOLTS WITH 4 1/2" EMBED TYP ( 81/2" EMBED WHERE STEP DOWN OCCURS) INSTALL PER MFG. SPECS. 16d NAILS @____ 16" O/C TYP. ........ '. DOUBLE 2"x4"-. CRIPPLE STUD TYPICAL (U.N.O.) \ FILLING AND BLOCKING AS REQUIRED FASTENED TO - HEADER W/(2) ROWS OF 12d @16" O/C UNLESS r\OTED OTHERWiSE NOTES: ~ ~~ TRUSSES MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS TO BEARING WALLS TRUSSES, GIRDERS, AND BEAM TIE DOWNS TO BE SIZED PER TRUSS MANUFAC- TURERS UPLIFT CALCULATIONS. ANY QUESTIONS AS TO THE SIZE, TYPE, OR VALUE OF A NAIL, STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUCTURAL ENGINEER OR ARCHITECT. BEARING WALL NAIL PATTERN: I , /2"X4" STUDS TYP. riUSP HTT16 W/ (18) 16d NAILS AND A 5/8" EXPANSION ANCHOR W/ 6" J EMBEDMENT U,N.O. OR '. 8 1/2" AT GARAGE STEP DOWN ",~P.T. BOT. PLATE 11 ,WALL HEADER DETAIL I SCALE: N.T.S. REV. 3/20/03 MJB P.T. #3 S.Y.P. 2x4 BASE PLATE ~ HIGH UPLIFT FRAME WALL {5E.l\GIRDER/BEAM CONN. , J NO SCALE UPLIFT CAP.: w/ 2500 PSI CONC. = 1750# GRAVITY CAP @ BUILT-UP COLUMN (3) 2x4 SYP @ 8'-0" HT.=5175# 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. @ ,---:O:~--------~~----------------,~6~ @ I " CV,' I 1 ,I / I 5 FT.:nn4FT.-----n-n-0-----nnn-~ ,,' : 5 FT.: 4 FT. (2) \, Q) :(2) @ i----------~-~--------l-~~~;:~--~""~ '~,)FT I ' I ' :--ifFr-C'2)nn--- @ @ n-@-4-'Fr. 1- Q) O,o~ 1'/11 HOLD DOWN CONNECTIONS Q NOT REQUIRED @ BEARING WALLS WITHOUT UPFIFT - 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. ~ ~ ~USP LSTA24 W/ (18) -10d AT ~~ ~ 2'-0" O,C. MAXIMUM \ '" \ \ 2-2x4 SPF TOP PLATE 2-#2 SYP 2x12 OR WIF85 --- HDR. UNLESS NOTED OTHERWISE (SEE PLAN) 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 @ 1" O.C. (2) 10d nails @ 8" o.c. , l' TO TRUSS TOP CHORD I . -0" PLYWOOD i~~ SHEATHING j .~ i TRUSS · ./: : <4 .....~~..1.-4l LINE OF ROOF : ZJA ;:)yt-'----"'" JJ .~:....... ~ BEYOND I EACH TRUSS I / "rl..! --......... . CONNECTO~~ l /''(~ :~ 2X FACIA SEE L1NTEt 2 X 4..~~F~T~3) 10d SCHED. FRAMII\G @ NAILS 2'-0" O.C. TYP. USP RT3 EACH STUD 2X4 P.T. CONT. WI 3/16" DIA. TAPCONS @ 16" O.C. W/ MIN. 11/2" EMBEDMENT ~~ ~ PRE-ENG. TRUSSES SEE ROOF PLAN FOR CONNECTION USP RTl TO EACH TRUSS ALLOWABLE FASTENERS A: CEMENT COATED SINKERS B: BRIGHT COMMONS C: SPIRAL OR RING SHANK NAILS D: CLIP HEAD GUN NAILS CONTRACTOR NOTE: ALL DRILLED AND EPOXIED HOLES MUST BE PROPERLY VACUUM, BRUSHED, AND BLOWN CLEAN PER MFGR'S RECOMMENDATIONS TO ACHIEVE UPLIFT CAPACITY "~ l~ :::,',:~~ tr('" ~~ 2 X 4 P.T~!"~_,~ >r:J L CONT. ;,'m~ ~ PRECAST, ,.. ':~\}., '~ "- .... 'm:Y-f:I ~ 2x8 CONT. --./ ~""- TOP & BOTTOM SIM. (:~0""- ~ ~~ ~" / ~ ) ( ) ( ) ( ) ( USP HTT16.~ ::: w/1B-16d NAIL~ ~- (3) S.P.F. 2x4 w/l0d @8" 0 C. EA, SIDE \ A .-~ 7/16" O.S.B. SHEATHING 2x8@ 2'-0" O.C. EPOXY A~CH()R W/ 8 1/2" EMBED. INSTALL PER \i1FG. SPECS. ____ NO.2 I).T. 2x4 ~ BASE PLATE Af1:d@3"0.C.TYP. EXTERIOR STRUCTURAL rtHEATHING (MIN. 7/16") /' .- (26\ SECTION AT ROOF EXTENTION , I ABOVE SGD N.T.S. REV. AS 4-6-04 .- (19 , SECTION DETAIL @ ENTRY \.. J N.T.S. - ./ ~ I G.C. VERIFY INTERIOR ~~ 1/2" GYP. BOARD OR 2x ST~ ~ EXTERIOR STRUCTURAL ~ SHEATHING (MIN. 7/16") ~ VERIFY WI PLAN ~ W/ 1/2" ANCHOR BOLTS ~ 6" FROM END OF EACH ~ SILL PLATE. ....--..... SEE 6/S-6 J 30',EXT. FRAME CORNER , I SCALE: 11/2" = 1'-0" .-. ~ 6 ,HEADER OPENING , J NO SCALE REV. 1-27-04 AS UPLIFT CAP. AT HEADER 1 STRAP EA. END - 1255# - ~ SEE SIM (J;) [FOR GABLE CONNS, TYP. GABLE. TRUSS ~ ~~~I~S.~ _ /;12d COMMONS AT I ~LAN , \. 6" O.C. MAX TO LEDGER ~7 ,,0............ V 0 2X P.T. CONT. T & B o / W/ (2) 12d COMMONS r:><: EACH STUD SEE TRUSS---- -' ~ ~ ~ ___-2X4 P.T. CONT. PLAN /- ir, ~ 01___ W/ 1/4" DIA TAP CO'JS W/ 11/4" MIN. CMU WAL~ = I ~ EMBED AT MAX 12" O.C. (MIN (2)] SEE PLAN - I f- T&B _____ - I -- --v1 ....----7/16" O.S.B. SHEATHING 7<::~ W/8d NAILS @ 6" O.C. ::::,r--..t1 ~ EDGES & 12" O.C. INTERMEDIATE -I : ~C:____ _If- --- - If- _ I f- -2X P.T. @ 2'-0" O.C. MAX - I f- NOTCHED T&B @ LEDGER - , f- TOE NAIL TO LEDGER = I :: W/ (2) 8d NAILS - I.~ Vl - I ,-.r1 = I f- >< CLIP tACH TRUSS (SEE I<OOF PLAN FOR TYPE) FRAM E OUT TO BLOCK EDGE :,:---... ~ ~ 2 X 4 P.T. LI NTEL I STUD ANCHORING: I STUD TO TOP PLATE: USP SPT4 W/ (6) 10d X 11/2 OR USP SPT24 W/ (6) 10d W/ 6 -10d X 11/2 I 2 X 4 SPF / I AT 16" O.C. /)-1 STUI) TO BOT PLATE: USP SPT4 OR SPT22 W/ {, -10d X 11/2 ~--- : ~: ~,.)<t~ 1/2" X8" \!I<E Ar\CHOR BOLT -'-...:/ - @ 24" O.C. 7/16" OSB W/8d COMMONS @ 6" ON EDGES & 12" IN ~ FIELD .............. ~ 8" CMU WALL J , - 16\ KNEEWALL @ ENTRY I N.T.S. .- ~ 24"\TYPICAL BUILD OUT DETAIL "--JNTS W I..!..~O:: '00::0 W I..!..I..!.. ~~~~ ~-O:::J W x~o::o U O:::JI..!..U f- o::ozU o..""w<t: O o..-'=~I- <t:0<t:0 Z wO::l-z o::l..!..w W <t:zo::O 'r"'l ow<t:O \....,I W~(/)o ~ I-<t:zz f- Ol-o<t: O :::JW-w oo::(/)"" <t: Z -'= . o ~(/)w<t:z LL e"z~EEQ <t:OOol- W t3enO::I-(3 0:: oEiJQ~::J ~ l..!..""o::Uo.. w-'= wO 0.. ::) 0::01-a5<t: o <t:...J~ ...J :::J...J .0::...J en o(/) <t: (/) 0 <t:~ O::...J, ...Jw...JO ...J>~zo:: <t:0:><t:0 m ~ ~ [Q' 'ld'J ~'u ~ ~ <( CO ~~W(/) I f/) ~ 1:5 en C'a g: e" Q,)c8~ - 'OJ) u: ...J ca.- i= --J ... ~ 0:: ~ <( O..,w 0:: "C U l- E ~ ~ r71~@ .. ~ 1./ (/) w ~ g('l)it ~. a:J 0 I..!.. ~ :..... ~ (j) wr'-- o I..!.. e" N ('I) <:t z('l) ('1)0 ~ ,,--CtJ <t:...J ('I) ('I) ~ 0:: I..!.. NN ~ ~~.~~ ~ Q:J (/) 0.. co co 11')0 r-:..r-:.. <:t 0.. 0 0 J:) CY _ O"l <t: <:t <:t w e" cj I z: 00 Z I-.(/) 3 ~ - e"zw <t:tO..-t ~ (/)~Qo O::C'\ItO (I) - 01-0 O..-t=l:l: Z ffiz(3u w~~Li 0 w;::u:e" II=I:I:. j:: ~(/)-z 1-1-...ll.&J :J e" 0:: S3 0 0:: I..!.. U. a. ..J zWo.....J 00.. 0 WO(/)~(/)l..!..z~i:5 (I) wz(/)oozoo C Z I:::JzwQ:::Jf=zcr: I- 0 :5 I (/) <t: 0:: 3:::) c.:J ~zo..l->w~oa:l en <t: I W (/) cr:' l.LJ tn t5 <i! t:: 0:: 0 <i! a:l ~ C w 0::3('1)zo:: 'l.&J _ a:J 63:::J 0 <t: :::J c:( c:( ..... w...JI-~~OI-...l:X: C I3Uo.. wucr:O 0:: 1-0:::J""IZ:::Jc:(~ - 0::-'=1-e,,0::00::: 0 2 ~ tn 8 3 en tnDD Li O"l o ('I) N o Z co 0 co I- ....: r-:.. <t: I- O(/)~ E <:to::O:: ~ g~wl Q('I)I1')e" ~ OOONZ ~8;j~w6 C ('I) , ...J W ro...J<:t<t:1- 0.... I..!.. ...-I 0:: <t: ...-I CO:::Ju . roO r-:.. I- - c.o (/) -" 0 U ~...-I W Q.<:t:::J1-0"l ...-I 0 0:: 0:: . ~ I1')Q.II-WO O"l <t: 0.. (/) U z: 0 11') o o N ...-I o ..c u .... ro . o o ~ W I- - 0 :J Ul ~ ...... z ..- L' Do"-t' - > I l\1 Ul...JD'LO - OJ 0 I > ~ D' CJ~rr1~ <1: 0 rr1 I n. I ...J rr1 U1 u.. ..- ~ I- ~ OJ <1: U1 11 I I- W ..- ~ ~ .1- Z o o ~ o z ~ c.;:l(/)" Vi:c'::::' 0 Wf-(/)W:::::i oz(/)=::!<t O-:c> ~~!:::S:(/) <tNlJ...C!:~ c.;:l"~OO ~C!:OoO s:OwwU <t"-:C-'f- C!:Of-Lfjz O:::::iC!:(/)~ ~;;F!c::lC!: i=~~~G 11') NU') 0 '- M L06 U'- 1-('1) <t:o.. NU') <:to ..-i> 11')'- <:t<t: ...-10 W '~ ~ i3~ 0 (f) W-.J ~ ~ --.J O-.J w 0 ~ 0:: --.J Z<( U >-I..!..z Zl-O 0 <(~ - <t:z- - Z:W~ :c f- -(/)> I o::~ 0 OZO N t30<t: Z :::JUO L() S <DW oz- owO:: Zl-- f- o::~g I o..-I..!.. I'"- llJ ::c wO::...J wU) 0::3<t: wwO:: ~ - (!) a:JII- > wO(Y) I-I-EiJ - Ol-u ~ ~-.JO 0:: Z:::J . I- >-00.. L() ~ <( 0 >- <t:IO:: (f) ~t::o Z ~ ('\J 0.. 3U ~o::w ~ lJJ 0 w~ ~ o..zo .....J U (/)ZI >- 0::: 0... -<t:(/) ;:~:::J 0::: () SHEET NO. 0.. 0:: 0 0 0 8-7 U w ~ I- ~ 0 OF I Z (/) ~ 25 :::J ('I) lJJ 0 I- 0 > LAST PLOT DATE N @ 0 March 01, 2005 Z DET AILS --.J - .. TIE-BEAM ~ PRECAST LINTEL 2"x6" P.T. WOOD JA DOOR AND CONNECTION PE GARAGE DOOR MANUFACTURER TYP. GARAGE DOOR TRACK MOUNTING DETAIL SECT. OVERHEAD GAR. DOOR INSTALL SCALE: N.T.S. FASTEN PT 2X NAILER TO MASONRY W/ 3/16" X 3" TAPCONS 6" FROM ENDS AND 16" O.C MAX. FASTENING TO WINDOW TO BUCK RESPONSIBILlT OF WINDOW MANUFACTURER. 2X BUCK DETAIL SCALE: N.T.S. FI LLED CELL W / #5 VERTICAL 1/2" X 8" A.B. "-.~ W/2" WASHERS SET IN TYP. 0 FILLED CELL MIN. 5 PER 0 JAMB. ~ L SECTIONAL "'" @- OVERHEAD 0 DOOR 7 P.T. # ~ SYP 2" X 6" "'" OVERH EAD -r SECTIONAL "'" DOOR TRACK W~ 3{8" X 11/2" @- S EE LAG GARAGE SLAB BOLT WA -r WASHE . MIN. 6 PER TRACK "'" TO JAMB. @ ~ 00 (5) 1/2" DIA. x 8" "J" BOLTS CONT. WOOD TRIM WALL AROUND GLASS BLOCK- THIS IS NOT A FRAME EXPANSION STRIP ~ CHANNEL PANEL ANCHOR ATTACH W/(2) 1/4"x2 1/4" TAPCON SCREWS W/WASHERS @ BEND-EA. HORIZ. REINF. HORIZ. REINFORCING INSTALLED PER MAr\F. INSTRUCTIONS MORTAR JOINT HOLLOW GLASS BLOCK GLASS BLK. PANELS SHALL HAVE REINF. IN THE HORIZONTAL MORTAR JOINTS, EXTENDING FROM END TO END OF MORTAR JOINTS, BUT NOT ACROSS EXPANSION JOINTS, WITH ANY UNAVOIDABLE JOINTS SPLICED BY LAPPING THE REINF. NOT LESS THAN 6". THE REINF. SHALL BE SPACED NOT MORE THAN 2' APART VERT. FOR 37/8" BLK. & 16" APART VERTICALLY FOR 31/8" BLK. IN ADDITION REINFORCEMENTS SHALL BE PLACED IN THE JOINT IMMEDIATELY BELOW & ABOVE ANY OPENINGS WITHIN A PANEL. THE REINF. SHALL CONSiST OF TWO PARALLEL LONGITUDINAL, GALVANIZED STELL WIRES, 9 GA. OR LARGER, SPACED 2" APART AND HAVING WELDED THERETO 14 GA. OR HEAVIER CROSS WIRES AT INTERVALS NOT EXCEEDI[\,G 8", OR THE EQUIVALENT APPROVED BY THE BUILDING OFFICIAL. GLASS BLOCK DETAIL SCALE: N.T.S w () I- o Z w '-' <r:: I- o o u.. w 0:: <r:: ::J o U) w 2: ll..<l:er:: '0 er:: 0 w ll..ll.. ~W""f- O""Z 2:-0::::> x~er::o o::::>ll..u er::OZU Q..""w<l: Q..",,~,-- <l:0<l:0 wer::f-z er::ll..w <l:zer::o ow<l:O w~U)o f-~ZZ o o<l: ::::>w-w oer::(/)"" <l:Z"" ~U)W<l:z e"z~S:Q ~Qoo~ oU)er::f-u o~Q~:J ll..""er::uQ.. W""wOQ.. er::of-liS<l: <l:.....J~ .....J ::::>.....J . a:: .....J o(/) <l: (/) 0 <l:~ er::.....J....... w.....JO :J>~zer:: <l:O;:><l:O t/) Q)Q,).....J (l)tU~ Q)._ 0 Q)CJu; ~ ~ ~ I t/) 0 (I)~g: Q)C8 - 'OJ) Ci: C\S.- - ..t/)~ OQ,)w e"CU .....J <i: er:: f- 2: o (/) U) w o U .....J('!')Ci:x a:l 0 ll.. <l: wr'-- Oll.. ~ N ('!').q Z('!') ('!')O <l:.....J ('!') ('!') er:: ll.. ":' ":' o - 00 .~ coco U) Q.. co co LO 0 r-:. r-:.. .qQ.. 00 O"l <l: .q .q *11' ~ c::=J 0 ffi <( CO U) w a e" z a .....J ::::> a:l w e" 000 ::c ~ N Z f-. 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Single Single Single Single S ingIe Single w/sl Single wlsl Door Size 2'0" x 6'8'~ 2'4;' x 6'8" 2'0" x 6'8" 2'8" x 6'8" )'0")( 6'8" 2'8",)(6'8" )'0" )(6'8" DOOR LABEL PRODUCT ACCEPTANCE NUMBER - DSI-222 FINAL ANCHQRINQ OF " WOOD FRM.4E UP TO 5 ."" X 6.'8 SINGLE INSWING UNIT W/WO SIDEUTCS PRODUCT ACCEPTANC~ No.: 051222 ... -j r-6" f s"-j r- L" ~~7, cb (f}- OJ -lY 'D' \1) 0- 30" ...!A ' .. ,. ~ 0- " ~ 0-.L 'B4 -(j) 0- . .r'E' -(j) (B(..,. 5 1/2~ t :@ -0 30" ~ .. ,... u .....!A. ::@ "" h<D (fI 01- ~ 1!>t · 1/.:j t- -- SCREW 3 U 0 x 5/8" Pl:IlUJP.$ FLAT HUD 4 #10 x 1 3/4" FLAT ttC/oD 5 '1110 x 2" J'Lt>1 HEAD 7 # lOx 3" PHft.UPS ftA T Hf:.4D 2" TY? "/2'~"/'- - t=-. 2" TYP. --it-. T '~1 -1 -<j r- . IlL ,...1 o (J)' 7"Y7X7 ~<b)lv ~'D' CD- 10' 30" -rJ) (LL 'B4 I ':9'- _ l ~ 5 1/2" ;r;, I cv_ \!) 30" .c...... ,...: C' ....rJ) c-' A ' (t) ---- ~Cf .fi ~~ (j) (f) -l l-. 1/''t · 1/'~..l l- ! r;;'\ 9 7/S" ~;:-- _! ::>::-r .~._ J err ^ 1f.. W ""'" ~ "rr HlNGE DETAIL .IQlt: VtH:H SI/lll.lTC IS AIT;IlafCD TO HIH(;t. .wa A I@ $C/q WST fit US1'l) ~ OF A f..ID SCIfCW N<<) A I <1J SCtlCtI PVI SCREW SCHfOOl.E. . 'E'" ~ SEE' LOCK ...m, j lNSTRUCnoNS"'~ l.rv ... , "r LATCH DETAlL ~ ~ SIOO.JT( IS "rrM;H~ TO l.4TCH JA.WlII use II 8 x 1 3 / 4 .. f"k1UJPS fU..r IOD SCREwS IN S1RH<'E 1'l.AT;;!. ;fflJ , (4) $CR[W lNPlXC OF I <:0 f'ROW $d&w SCHEDUlL r'E' ... ,~ ~>. ~ 5 ~'::~. ~ ~~ c:OOut ~. ~. ~ SCHOCK ~~ w.HLf'ACf\j1lt1tS ~ ic::::-'", I..~ /!'ISWf~ mRE'SHOlD ~t) J}i,~ THIlf'5HOlD - (OpIlanoI) r? ~ E3AR(?1ut-FME Thrui>old Size: up 10 S'4 x6'8 Product Acttptance No: D51-222 tns<oiing (wood iamb) C oniIg\llation: 2'0 2'4 2'6 +80 -SO +80 -80 +80 -80 x. OXO. XO, OX 2'1\ )'() "sO-8!.! <,SO ..gO +6() ~r) +<j{l. .ijJ .SO 61 ..so '(>0 ':5O'.Q() +$0-6.> Single Opaque W/Sidelites SinJle OJa;.,/ld WlSidelitcs (Door dots not m<<l Missil~ lmpacl) T~' 210-1987.210-2024 + 75 .SO ~4 -77 ~-71 Mfg. by: Nan Y a Plasti~s I Pl4sti'fO NAN YA PLASTICS CORPORATION 1 PLASTPRO, INT, DISTINCTION FIBERGLASS DOOR PRODUCT APPROVAL TEST RESULTS lNSWING: 01'aque and Glazed Max Door Size: S'4" x 6' 8" DESIGN PRESSURES OPAQUE ~resa(lrq +80 .80 +80 -80 +80 -80 +80 -80 +80 -80 DrawidlZ # 99-01 99"{)1 99-01 99-01 99-01 DeKriptiog Single Single Single Single Single +60 .60 +60 -60 99-01 99-01 Single w/sl Single w/sl Configuration: X, OXO, XO, OX Test ASTM E-330-90 AA..lv1A 1302,5 ASTM E283-9l ASTM E331-96 TESTS ~rllltlOD Uniform Static Air Pt essure Forced Entry Ten LoutloD National Olrtified Testing Lab Orlando. Florida National Certified Testing Lab Orlando, Ftorida Natiooal Certified Testing Lab Orl1lndo, Florida National Certified Testing Lab Orlando. Florida Test Date 11103/1997 04101/1998 IlI03/1997 04/0 i11998 11/0311991 04/0111998 11/0311991 04/01/1998 Air Infiltratioo Water Penetration Product AcceptancelLabel No: DSI-222 Door Size 2'0" x 6'8" 2'4")( 6'8" 2'6" x 6'8" 2'8" x 6'8" 3'0")( 6'8" 2'8")( 6'8" 3'0" x: 6'8" Livinl~ton. NJ ()7()J9 GLAZED Pressures +75 -80 +64 -77 +60 .71 +S6 -67 +50 -60 Drawiui # 99-04 99-04 99-04 99-04 99-04 +50 -60 +50 -60 99-04 99-04 Certlf'yiDg Florida En&lneer Test Rell9r1 1# alld License Number 210-1987-I,Zr'f' BarryPortnoy 210-2024- 'Mj/; p, E. No, 16258 210.1987 -I, Z,], 'f' Bart;' Portnoy 210-2024-1i, 1",? P. E. No. 16258 210-1987 -!,t.M' Barry Portnoy 210.2024--f,{b p, E. No. 16258 210-1981./,2,.7.'1' I3arryPortnO)' 11 *;;~?'~;N..";;f . 1f/H/J1 Y 11<' Description Double Double Double Double Double DOOR LABEL PRODUCT ACCEPTANCE NUMBER - DDI-224 FiNAL ANCHORING OF A I'tOOD FRAMF UP TO 6 '0 x 6 B DOUBLE fNSWI.'IC UN! T PRODUCT ACCEPTMJC[ No, 001224 ~S"I f ,~ I ..., ,. ~121, (j) t) I L & t-~ \ -cv 'E' 14" TYP, 30" j...!-A. ' .M;lJJ:I ~.t~ Il>-L :: ~r- j -0 14" TYP, 30" t- f-- TYP. 14" TYP, Lf- '~:f 4" TYP, 6"1- _j6" f (f)/ I I 'DV L-- rf-- :l.4"TYP, (j)- ~ j f-- 5 1./2" i--r 'BL- -0 -0 -Fff ([) .JL 4 ~/28 II 1- =( --(i) @= 0- I ! 0- , o . ~ @)= 0, r --r(J)~- · 1/>.:..1 j-- k.I.' t 4~) L SC!1E'* SCHt:DULE: ;3 10 x 5/8" P>1fU.1PS; rv. T HOD 4 iO x :I. 3/4" PHfWpS rLolT KOD 5 :1.0 x 2" NilWPS rv.r KUO 7 :1.0 x 3" f'ffiwps ru T HOoD 1'.."\ ~ ! @t--.. 9 7/8" ~~trfYlJ 3 ~[L) - 8" HINGE DETAIL ~~ ~ ~~ J,;;K'l ~ <l ~:::::: tJro/r ~,/ !!'~~ >U WGI( V' WANtrN:.~ ~ ~ "[T ItSTJUCAL PLATE NA:'ol Y A PLASTICS CORPORATION 1 PLASTPRO,INC. DISTINCTION FIBERGLASS DOOR PRODUCT APPROVAL TEST RESULTS INSWING: Opaque and Glazed Max Door Size: 6'0" x 6'8" DESIGN PRESSURES OPAQUE Door Size Pressures 4'0" x 6'8" +74 -82 4'8" x 6'8" +64 -70 5'0" x 6'8" +60 -66 5'4")( 6'8" +56 ,,61 6'0" x 6'8" +50 -55 Drawing 1/ 99-08 99-08 99-08 99-08 99-08 Description Double Double Double Double Double Configuration: XX Test ASrn E-330-90 AA.\tA 1302.5 ASTM E283-91 ASTM 8331-96 TESTS Description Uniform Static Air Ptessur e F cm:ed En try Test Locatloll National CAtiticd Testing Lab Ortando, fl9"ida National Certified Testing Lab Orlando. Florida National C<<titiod Testing Lab Orlando. Florida National Certified TOSling Lab Orlando. Florida Test Date I 0/031l 997 04/0t1\998 1010311997 04/0 1/199 5 10/03/1997 04/01/ [998 10103/1997 04101/1998 Air !ofiltration Water Penetration Product AcceptancelLabel No: DDf-224 GLAZED Door Size Pressu res 4'0" x 6'8" +74 -74 4'8" x 6'8" +64 -64 5'0" x 6'8" +60 -60 5'4" x 6'8" +56 "S6 6'0" x 6'8" +50 -50 Test ReQOrt If 210-1993 210-2024 210-1993 210-2024 210-1993 210-2024 210-1993 210-2024 DOOR LABEL PRODUCT ACCEPTANCE NUMBER - D8S1-226 FINAL ANCHpRING OF A WOOD FRAME UP TO 5.... x 8'0 SfNGlE lN$W1NG UNIT w/WO S1DE'Urrs PRODUCT ...CCEPTANCf: No.: 0851226 ~ 2" TYP. -- t- -1 r-' 1/" T · 1/2"--, :1"'1 r 2" TYP. tv cb c1~ T 0' -1 r en f -40 1 l=(!) (!) ~D' 0- -r+ ~ sa: l..O<;K "f'G.~ ~~~. '\ll -4 we- LATCH DETAIL 6"~ r- (ij- ~. L- .fi- 12'~f-' rJ r ~ 12" TYp. 25 :1./2", t-f- 12" TYP ~ -i ~~. 12" TYP. 25 1/2". "':.A' ~f- 12" TYP. e--!: t-f-' 12"~f- 25 i/2". -Q) 0_ 12" TYP Jf 1::r5) (i' L f-:' -.!.A' f- (7) .v 0r- .J W 1/2- · 1/.--1 L t: -0 ::@ -0 0- 0- 'Jl'-- 0-~ - r; 0- 'ilL- j 5 :1./2" , [. -<D ::@ -0 SCIIf:W $Oj(OlU 3)1110 x S/S" ._~~ Fl,.I.T ~ 411 "10 ~ :I. 3/4" PHIl.J.PS Fl...AT ~ 5)1 1:1.0 X 2" 1't-lUJll'$ fUr NCNI j) I t:l.O x 3" PliA.lPS Fl,.I.T HC.<.D ~., ~~ IN5W1N'G THRF<;HOi D L- 12" t; n-r-t t+'! I 12" TYP. t+ 12" TYp. )}-i-f f-i-' 12" TYp. 25 :1./2" t-~ a-+-i L-0 --'C' -0 Gxm ,r~ _'A' I (jjJX 7 -0 -0 25 :1./2" "-.' 0' o 1-0 kv f: t: ~ 51/2" , ~\) IfjSWIHG rHRf"'iKQt D i2"~. 12"np. t-~ 12"~. {7) fi) {i -...I '. 112" t . 1/.:;-1 t- ~;. -.!. A ' {o"tio-'tol} cr- .... ~ fW'rR1 FR - FRIT Tnr..ho!d .r'E' 0- (f)- '8'- (j)- (j)... ~I @~ 9 7/B" ~~~ft1~. J' Q)--~~ w rr HlN<;E DETAIL JJaJI: WH(H ~~'I<QC TO HfN(;t J.'.\I8 A , 4 UlJ$T 6Jf: U$(l) OF A 5 SCIIOt ,wo A , 7 ~* ~1l!W SCHEJ:l(AL 'E'~ ~ ~~~ fl ~ 0- 'e'- @- ~ - r LATCH D&TA.Jl, .e/QIE: 'oIItlQ/ $IOiI./ll: 1$ ... TTI>CHE:D TO t),TCH JNJe lJSt B x 1 3/4" PI-JIt.LJPS Fl../IT NC'oD ~ W $TllIKE pv.~.. AHO I 4 St;;RCW WPlX.L OF 'w rRC#J SC-><<:OOlL. ~ ~ ~.~ r----.. "~ 5 ~~~ ~ ~ Sf:! LOCI( _~:::--- ..........,.~~ ~ 'B~ 'Ct.- .v'p ( c::-r-~:g I~~~'D ~t) INSWlHG ~ lo. (~l ~ ~ ~ $= up (l) 5'4 x 8'0 Product Acceptance No: 0851-226 In3wina ( wood jamb) C ooligU11ltioo: 2~ 2'4 f6 +99 .99 +89 -39 +114 .1l4 X. OXO. XO. OX 2'8 n <is ,'11l +70 -70 +53>4 ~.Ol '50,</) ...78 -'11l .')0 ,70 +53.34 .Q4,Q I-50.</) S in3le Opaque w/sicklilc;S S lni Jc 010=1 W/Sidelilr:s (Doo< <lots no\ qled Mi~ lmpo<;'.) 'fotl 2\0-2024,4.5.6.10.11.12 <99 -99 Mft- by: Nan Ya Pla:;l>cs I Pla"ftO Livingston, NJ 0701'1 <89 -89 .84 -Il4 NAN YA PLASTICS CORPORATION I PLASTPRO, It';C. DISTINCTION FIDERGLASS DOOR PRODUCT APPROVAL TEST RESULTS INSWL'\G: Opaque and Glazed Max Door Size: 5'4" x 8'0" DESIGN PRESSURES DrawinlZ # 99-06 99-06 99-06 99-06 99-06 OPAQUE Door Size Pressures 2'0" x 8'0" +99 .99 2'4" x 8'0" +89 .89 2'6" x 8'0" +84 -84 2'8" x 8'0" +78 -78 )'O"x8'0" +70 -70 DrawlDlZ # 99-01 99-01 99-01 99-01 99-01 Description Single Single Single Single Single Single w/sl 5'4" x: 8'0" +53 -64 Single wls! 6'0" x S'O" +50 -60 99-01 99-01 Configuration: X, OXO, XO, OX TESTS Certlfylng florlda Engineer and LkellSe Number Barry Portnoy P. E. ~o. 16258 BIIIT)' Portnoy P. E. No. 161.58_ Barry Portnoy P. E. No, t6258 Barry Portnoy ':~'~ ft! Te!t ASTM E-330-90 ~rlptloD Uniform Static Air Ptessure F creed Entry Test Location National Certified Testing Lab Orlando. Florida National Cortitied Testing Lab Orlando. Florida National Certified Testing Lab Orlando, Florida Nstional Certified To:!ling Lab Orlando. Florida AAMA 1302.5 ASTM E283-91 Air Infiltration ASTM E331-96 Watec PlIDetration Product AcceptaltceILabel No: D88I.226 Description Single Single Single Single Single Single w/sl Single w/sl Tut Dale 04/0111998 04/0111998 0410111998 1)410 lII998 GLAZED Door Size Pressllres 2'0" x 8'0" +99 .99 2'4" x 8'0" +89 -89 2'6" x 8'0" +&4 -&4 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 8'0" +50 -60 99-04 DOOR LABEL PRODUCT ACCEPTANCE NUMBER - D8DI-228 FINAL ANCHORING OF ^ WOO.fLE&Mf UP TO 5'0 X B'Q - DOUBLE." INSWiNG UNIT PI?OOUCT ,tCCEPTA.l.fC[ 40.' 080'228 I ""'1 ,6" f 6" -'1 - 6" 4" rf- ~ @ "-'0' :\.2" .TYP. ~ ~ K., cb ~f-' I _0)~B :\.2"TYP. f-f-. :\.2" TYP. D-,-f ~f-' :\.2"TYP. :\.2"tp~ . ~f I ~~ ~f- . I -0) 12" TYP. :\.2"~P~ ~!: ~~ 0 0 Lf-.:' -.!..A' h0 I ... I .J ~ 1/2" 14 1/2.:J J- L [ 4 1/2" ~ 6"1 r 1- 0:: 0)- -0) =0 -0) 0)- 0= fi-~" 'C' ~,= &rM' Z~CTIV(0)- I 0= -!.fl.' 0- , I 0- 0= 1- ...J L. 11'" SCKW SC1-<f..DUl..! 3 10 x 5/8" PfjlUJP'S FU T H(N] 4 10 x 1 3/4" I>H't.l..lPS FUr HUoD 5 10 x 2" Pft'rU.FS Fl../I r Hv.D 7 10 x 3" i+IIU.Jf>s Fl../I r HOD ~! @ 9 7/8" S: J W- ~ - {rtM @J '-"-+'-' -r/'- ~ = LDcI( wr'J,J "'S~'\~ -411. "C' LATCH DETAIL "Er HINCE DE1'../L 93 ,,~ ~ ,~ " ~, ~~.~ ~~ " lflI': ~/ ~'--- ~~-;;;;S----~ INS TlIIXTlONS "[I' ASTRACAL PLATE NAN YA PLASTICS CORPORATION I PLASTPRO, INC. DISTINCTION FI.BERGLASS DOOR PRODUCT APPROVAL TEST RESULTS h'lSWING: Opaque and Glazed Max Door Size: 6'0" x 8'0" DESIGN PRESSURES (1 (- 0' 11 I- ~ I/'4SWINC THRfSI-IOtD ~ I/'/S'/lOHG THRf'SHOl.D (~-) t:'?' ~ RARRrfR -1RfL n...-uh<>l<f OPAQUE Door Size Pressures 4'0" x 8'0" +99 -99 4'8" x 8'0" +89 -89 5'0" )( 8'0" +84 .84 5'4" x 8'0" +78 -78 6'0")( &'0" +70 ,70 Description Double Double Double Double Double GLAZED Doo r Size P reSSll res 4'0" x 8'0" +99 -99 4'8" x 8'0" +89 -89 5'0" x: 8'0" +84 -84 5'4" x 8'0" +78 -78 6'0"x8'0" +70 -70 Dl'awina: 1# 99-06 99,,06 99-06 99-06 99-06 Drawl1l2 N 99-08 99-08 99.08 99-08 99-08 Contiguration: XX Teot Report ~ 2tO-2024- 4,5,6.10, II, 12 210-2024- 4.5.6.10.11.12 210-2024. 4.5.6.10.11.12 210-2024- 4.5.6.l0.11.12 Cer1ifJ'illg Florida En&lneet aDd Llceuse Numbu Barry Portrwy P. E. No, [625,L_ Barry Portnoy ~No, 16258 BlI.'1)' Portnoy P. E, Nu, 16258 t Ban)' Portnoy P. 8. No, 16258 !Atttrtf ~, rl~ ASTM E283.9 \ ASTM E331-96 Tut ASTM E-330-90 AAMA 1302.5 TESTS DucrlntloD Unifbrm Static Air Pressure Forced Entry Test LOCltloD National Certified Testing Lab Orlando. Florida National Certified Testing Lab Orlando, Florida National Certified Testing Lab Orlando. Florida National C<<tified Testing Lab Orl1lndo. Florida Test Date 1)4/01/1998 04/0 ll1998 Test Reoort If 210-2024. 10,11.12 210-2024- 10.11.12 210-2024. 10.1l.t2 210-2024. 10.1J.l2 Air Infiltration 04/011\ 998 Water Penetration 1)4/0 11199 8 Product AcceptancelLabel No: D8DI-228 Cer1lfylng Florlda Engineer and LlcelUe Number BIIIT)' Portnoy P. E. No, 16258 Barry Portnoy P. E. No, 16258 BIIIT)' Portnoy P. E. 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(/);;;;WOCl:: I(/)tLZ::> f--<<U C'\J LD C'\J ~ Cf) Z o Cf) > w 0:: w U 2 o >-EEz z <t:1--0 Z~(/.) -(/)~ ozo t50~ ::JUo oz- owO:: n::f-O o..!:::ii wn::-J n::~<t: wwO:: COJ:~ I--I--w Ol--U Z::J . >-00.. <l:J:O:: :;;!t:o Z~U <l:O::W ..Jw2 o..zo (/.)ZJ: -<t:U) ~2::J w ~ <: z z -< --l Q.. en -I - <( I- w o I- o Z l- I e" 0::: >- c.. o o SHEET NO. 0.. 0:: o U W ~ o J: (/.) ::J M o o N @ S-9 LAST PLOT DATE October 11, 2004 PLASTIPRO DOOR DETAILS 'm._m_ US HOME PRODUCT APPROVAL SPECIFICATION SHEET ,!\S reqiJired by Florida S~ah.<te 55:.3.842 ahd Florida AdminjstrZi1'"e Code 9S-72, ~easa pr6\~de tr.e d:f()~matk)11 an<:j appmval rtlJrnbers on tr,e bui!dHlg' com\X>f1e~ts liatezf 1:>elo'N If tt~'J 'i'(tt be ':...Aihzed :)t'\ thec(:o(1st(Ucti(JLt j)ro>...~t fl)r wt\ici.', ,/(10 a.re 3pprVing to; a ;:>\....' ;:.:er'T~!l We ;ikorn(fj~r~<j'YOG \~,ta{::t y-ouflotai pr().(lu(:t S"Jppiie( S0qlJJd you not knol.:'y' the prOdud aPP(O\,2J !'iWI"r.-t)er fot 3r-,y jf appUvab(~ listed prb<L.Jf;t$ CateoQrVlS U.D'.ateOQrv 1, e:XTE~jOIHlOo~s A SWiNGlt,O Manufaduf~L T"er!'n~~ Tr'1.I 8 SLlOING Kineo ,Better81!t C'tl Horn" Prod) __ 'F1a Extr~....efS (Milestone' Gene....d1 Aiumiilurn C 1,'EcnONAL C1o~ay 8wtlqina Pr Gc.hJt-ts D.OTH!:01'I Z. WiNOOWS A S INOLE fi\..lNO Kir:oo (letterSllt l=1a. E>.i,n..!dafs CenQia1 Alt..lnJir1UfYi General Afumi,llJn1 II f-l()R)ZONTN_ SUO<;;~ ,<,0';:.) a;,t;"cj?"t Fra Ext(~($ {Milesto\'";€l Cer:eraJ Alumi,null1 C Ff.~EO ~fnco; 03;:U",'S,H C!a E"xt"n.ljers "MHe.stone Gef'\tr,~1' Ah..ulli!iurn Cec:€;al,\i\Jm,inwrn D M,ULUON ",iGCO 8etter8ilt nac, Ex1jl~k;i~r$ 'Milestone ,la, ExtrciQe,-s (Milestone) .Gel"1ej'al Ah..l(!'\lnum Generat Aluminum Cerera1Alviilfnuni Ciel1eral Aluminum 3. PANel WALL A SH.)\NG SOFFITS K~vcan to, Carf1er':)f'l,Ash!~Yv 8tf,i<Jhc,{ Cameron Asr,ie'i B.jii<i,,';a ~~~z:LL L00;ER __ 0, GL\SS BLQC><:' F:t\sbulih Cort'il1Q Coco E OTHER 4, ROOFING PRODUCTS A AsPHALT SHINGLES Product DescriDfion ApPfovalNUrh~erlsi Smodh ,St~r Fl1.17J~ Ml<: 20/,;\'$, Mk;2i3i4f5 HP, ~{11< 2(314.15 XHP 420. ~7014e.t 470Hi"J45:"P Series 500/100.,)12000 420!430/d40 FL1~ Fl061 Fl.lO FL264 G"a :ac~ O<;;:rOf 6RSTv~'4 j ~ o,X, 7' araoo 0001 6RSiW4 '0 X 7) FL;)(Q6 6 Uo2€A "M'k'4c!oC, ]'A k 40/50 HP \6'), 1,S~Y:~00U, 7*'1/3740 3~240l42'YJHP ,Series ~ 0OC)i 1 OQOl2000 1'1 OD/1 ~ 40/~ 44(X1.4Oijl15~i~, 350/15-70/1.900; f9t;0/19:0, FLJ23 FLeN FL42 Fl254. 16'i~ FU54 1699 Rv\' HP, R'YVXHP. e'J\i4,;'~HP 165/3163, \S8D Sehics 1 CQO 1180J ~ 4~;)jl S$Q715"OC1Tf;S5?930 FL'24 FL67!J FL43 FL2S$ 1700 Nlk .:10/5C' P' F\'\/CT 155130(1) . '2~':J4250HP, 600 SeriBS!' 1. ~l)Oi'DlJ1100 .460TDl/~4~;Oi1560i1'570i1900/ '18.'C1lOO;JO/5300!536() FL12~ FL 676 FL44 FL256,. ~6'l j6)7 FL 25&. 26~ 1 b'\le 1,1(13-04." M02-NA, i!196.')8C FLOor FS5709i571!Ji$t11/571?,5713i5,'415716 FE57Q'l/57) 1/570';!J'57(\,i5T04/5705i5717 11 00i1900/1~' ?O '$ '''''\<'',1'\ an,j Tr, ;es ~ 442.1445,1446 ,ti'uc~ural t...4'wllsW'id 8rackets; 1446, 144?,1 n~ and t3rackets} 5:JQO,53A7S348.53S05S ,5000 Mu!ls. and 8racKet,) 'LG74 R914 Fl12521 Fl166i.1 fU 66& 1 FL1600 1 c,\105/0GOB!95C<:l(Q'~10 Nu""'n"m Soffit 41550J.1510'2/45"1'02:N AL./'Olh:';l;) SQ it AkJr~iiflU{f'\ 'jnDl~ FC)t.f Tr4 - Fl40G 2 G~ss urTrfi.)Q~r;Tnst?:'~-::0~kirtaf --- FL 1,363 ---- C"rtai:1 Teed Cor~E29!2- ~~rk 30140 anq AI"'..' . XT2e (a ,,j AR1, XT3Q (a c.j AR) Fl..2~6, ~12OQ7 Fl250Q Fl25Q 15 a UN!..!Er~LAYMENrS C ROOFING FASTENERS o ROOF VENT'LATORS FL4()6.2 E. ROOfING TltES F MOO1F'ED 8<TUME::N ,AIr Vent fnc Ver<tu:', PfU$ fL~79 Ce;i~ln Teed Cor:) .R'~)(irKl Mo<Jif'ed 8itUITI"" Roof S'st~m G.SINOLJ: PLY ROOF SYSTEM>S H CEMENTS-ADHESIVES COATiNGS , ROQi- ,'ILl: AOHES! !.;. J Q":'HE f~ 5, SHUTTERS A S. ORM PM,ELS 'g;i:OtONI.AL C R0_L'UP D Oi'HERS 6; SKYLlGKT$ A'SKYlIGHT 8, OTHER 7. STRUCTURAL COMPONSNTS .~, v'vQeD C.o~jNEC;'cr~SI NiQHORS 51mbson Sir!)""";'" US? Strt.ll:;tur~[ Conn IaTRD"SS PLA~ES ~l;Tek lndustri€:$. !nc C, P,'GINEERED LUMBER B0i~ Eno. WoorJ ProoJ D R.""c,J)JG E (;O~K;,~FrE ADM IXT,)RES F .\ATEPiAL fEep C,:)rp (e ~st,Cre:el ,OTHER la NEW EXTER(OR eNVELOPE A Is '0!Qc(j Conr'€,:::tors 31TI Ar-,:;hors \/VQ(.;d C0fY'edofs and ,A,"chors see Cl"lQ1' 's.ee COGHt _'~A1I BUlLDI~G CODE Co:\IPLL\:'\CE OlFJCE (HeeO) PRODUCT CONTIWL DIVISION -- Simpson & USP Cross Over Chart with Florida Product Approval Numbers Proouct Description The p(od0cts j:ste>:1 belcw did ('JOt di$rnor'TStrate product app!';.,,;~) at p~an ie', '~"N I Jndersta'"':c '.~1(lt at tne time of jt\~pect;on of these pn.xh..ICts, the ~OI~Q'N:~'1'Q ~'Jfor(':,atiOtl rlllJst Qe ,a,"3Jlable tC) the m~pec.tor on theJOl.)s(te" 1 t COp'f" oJ ~1'ie prod:.xt a;)~)fQ'iaJ, ,2) th-? perfO(li't,3nC€ ct',;jract8Jistics \"ihk:r.lhe pr~l)d '././as tested and ({ert/fied tc comp!y. ,....Ii.h, 3; ooPY' of It-.e appl1y.ab!e mam.Jfac!<J:-eiS ir'1.st;t\i.atK'l:"l "eql;lret"7"len:~ F-:...;~t-i€r .;0d.erst.a,~ tYl€Se produos may hZlve to be, (etnOVB<:! ,f a-ppft)'/S'li ,>)nnot t)e deryiotl:str:~te(j dvr~ng i{'$t:-~'(;!~,Xl ,--' -'. rf. ,Y" ryp l/g' typ j 00000000000 ~+Jn ooooooooooo~ DOUOUUUoU{}.O o UU nOD 0 00 DAD D"n"o"nMo~o ~RJUSCAl.S (l.0UV1!I\$ ~ lit ,Aid 1)lRe<;~ AS IWlSl t ,.. 1 + V'"~'; DEl'''' \<A~ '.f' ~I~ 'D' PEl> OO'IIi!RAOC ,t'@ ~.8e me 4.97 ,OM $,2~ '. ,""O",7:~~ Vl,~ 'A,.... ih!lGALel t:~ I 2RW' -' '-i . ,a~ '~'r i1'I\.I$$ Piale, l2~97 --'l I I CQ\.oa.RGE ,~~) I 1- ><1 R\.i"illJT 7 I """'I '. -~ / "', 1;1,,,,,- ' __j_~ JIrJ ;~ '-, ~--- 9'l ,(1'3\ l.~. . 3ea 'f' --..".a -- I . 1_33 --1 ''''.. ,.'.'!l."'~ \':~:' ~~J!l' ;:.r;~' ""l:\~(; I *- Versa-Lam SP VVQOO, ~."Io,si.$ ftLL.lO;ST FL1644 fl164!:; (nt", i,I..;.Jt,: ~ h...;,;.,I I A ~ ~ (9) &~~ti~'~>VtQtiu& AJ't'j;~ ..El'~ --~,:..!!!:- 16" SQfJh 7.4.4'2 s<{_ In. $.5Sf sq. [n, 1':v Sttfflf 5.591 ~{l it}. Sc~JH ,q. in- tltf!f Hi h St,ecqlh Con,crete U~eis Fl15B.1 1 -CL_~_.__.- .~e.es.rg;---1.~' r-'" ........:I1IT~..~::... ,~ ,~- (i<a'l I . (rn>. · PIS) . A .' I. J- ~L~~~ Note$1 (l)~M:.lIi' S<lffiljfumAl"mimllll,'illoy)lM, !l'H(lAloll"Ml3J (Z}Mllh 1~S<lffilfu,'UlA""""'1JlIl. Mny101Q5 ,1l14({lMil<ll.~14) (;) c..~ M .,rldll>>: It.2~ ii>ch<< (l6' S<ltllt) Wl4 m.M< (12' Wfit) (-4) AlIl'Asid<~ lla.1\ll "'" O,04.1.Unlos< 01h""'....... No"", (S) ~ Msiiu""'"rlna 1'.1<=_ ~~+l~O..OO$ l\JIdh.to+I-~ Afiti~ +/.. P (6) r~~ M"'It e. J"~,,\.od Cap_",'M>nu!l<'~ l'W Wi<b.~ E>t>M;he<iS\,,>,ifi<cOliol3J >Ild To~" (1) .;.,hl<sy p",,~ 4>IN'Jo!' ll' Scll\' f'rodncts 41$lol1i. W Soffit ~ W~ NN'dW"$M't$ Fi(\fs.h CJ}!t,lt (tJ Oeoill'l ~ loti"lI.1'Sf): &.wrNr 51-01 pst r_ )4-4l"t t~" ,S<>lid SQttlt n: V""'06 Suff" WSoJi<!S<>tllt 1 f3," V~nre4 Suffi.t L_.,_,.. ",_,_____...' "PPUCN,T SIGN,~TI)RE o,~,'c . t.RJlt(s",", ~ ,;l1<! I' ,,,~,- . Rl8 A!<O _ Dl:TAl\) (4. ~ 'J,,",'''t lO,~~ i. ~ lUJll c~ot . ."Pl10" ,. , ", ,.J ...., ,~t '-. ',' '\ II<:,'~ I ,~o'tt At I P/?&PAAfII SY.'JOHN LALIOTIS. P.E. 1Il1ta CONSULTING ~NGINEER ~ U .~o r. I.<=W sr $Wt C, r~ $MtNti$ 't, .46$" pM,'" (J~7) ..JIl- "'-'8.1 "'" (7Z7) 934-6QtJ$ ~~_ _ __~__ _ ___ ,E., 8i)-(Ji~ '.__ 2~" oaUX!! 15 PAiI!l (fVl..l. $(.All!} ~ '\.. IUP r.F Pill!;:\' AS 1M! ..,It> 'n'-l~ RQ..J.J'Q:R:~ (ryp) [~ , CAMEMN .A.SH[E'V----~ BUILDING PROQUCTS ~ SOLID AND ;:;;;:RATED I ALUMINUM SOFFIT I I DATE: 5-15-02 I ! A-10051 : __,__,L____,,-__.~ PART: ,W.t,i$\lQY; J,N.L SCALE> N. r.s 'JSf' Product Number '~I\F'34 PAU44 RS3GO Rl16 RTJ Lh A$. HHCI'="2 ''':PH~ Hl"A"\6 "T A2.0 Tl-iDH2,10-2 i-en/'lio H T\N20 HiT16 HTT22 HUS2G HUS28 HUS410 HU$412 ,'HO 7HF LUGT2 lSSN3 t LST,~!2 lST A 1$ LSTA2N LST A313 LhV12 LIVi1i> LTW1S L T\N2'J ,,1S1;) L TS2Q8 JUS26 JUS4H NFM35X117SlI HTA24.18 S!"T22 SP'"}':? 4 SC'T4 ~UAMI.DADE COUNTY, FLORIDA I\1EI'RO-DADE FLAGLER Bt.11LDJ};O 140 WIo-:8T FUGLERSTRE.ET, SUrrE 16tH MIAMI, FLORIDA 33130-t563 (305) 375,2901 FAX (305) 375-2908 ROOFING ASSEl\IDLY ApPROVAL Category: Roofing Sub, Ca tfjl;Ory: Roof Ventilators Flodda Produd Approval Number NOTlCE OF ACCEPI~\NCE (NOA) Air V cnt, Inc. 3000 West Commerce Street DaHas, TX 75212 :\laterials: Maximum Desig,n Pressure Fire Classit1cation: Plastic N/A. NIl\. r:~s,:':') >=L~5'::~1 ;: 82, "l;,'\ I FcS,' F~8 ~- TRADE N.\.:\lES OF PRODUCTS l\L\NUFACTURED OR LABELED BY ApPLICANT: FLC::':O F,-2"" ;:~.a:: ' SCOPE: This l\OA is being iSSLled under the applicable rules and regulations governing the use of consuuctio!l materials, The doccuuentatio!1 sllbmilt,;d has been reviewed by the BCCO and accepted by the Btlilding Code and Product Review Conunittee to be used in Miami Dade County and ot11e,r areas \\'here allowed by the Authority Having Jurisdictioo (ARJ). VenturiVe1Jt PlusD4 Ridge Vent CL"2 Product i='li:<- =G:r----- c~,,/,. F'_.): ' y,,"': F~B16 TIllS NOA shall not be valid afieI' the expiration dale stated below. The BCCO (In !vfiarui Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have tlus product or material te,r;ted for quality assurance purposes. If this product or material fails to peltonn in the accepted manner. tbe .manufacturer v,ill incur the ex-pense of such testing and the AHJ may immediately revoke, modify, or suspend tbe use of SLK'h product or materia.l within their jurisdiction. BeCO reserves the right to revoke thIs acceptance, if it is determined by BCCO that this product or makriaJ fails to meet the requirements of the applicable building code, This product is approved as described herein, and has been designed to comply with the Florida I3uilding Code, iJ1Cluding the High Velocity Hurricane Zone, DESCRIPTION: Air Vents Venturi Plus ;", :~'1;'; Dimensioll~ Test Spedfi<:atioll Product Dcsniptioll See detail dl'a wing herein TAS 100 Copolymer plastic low profile attic tidge vent with an integral end plug for installation in shingle roof systems. -,,,---- EVIDENCE SUB~n1"rED: Report T',~" Fl?~' Ftc ~:. "c,: 1 " SF,' N.une Date TAS 100 Wind Driven Rain Center for Applied Engineering, Inc, FL..81:5 n..o\6 ;:U:'~>-) 07-07-00-68 04/27/94 ;:: ~,~:" Slot: ApPROVED ApPLICAtIONS: ::::..S~ :3 C~S', ,~ "'~d.: LABELI~G: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following stateme.ut: "1.-liami-Dade County Prodlld Control Approved". unless otherwise noted herein, RENEWAL of this NOA shall be considered after it renewal application has been fUed and there has b",en no change in the applicable building code negatiw]y affecting the performance of this product. TE&.\UNATION of this ?\OA will occur after the expiration date or if there has been a revision or change in the matelials, use, andlor manufacture of tJ1C product or process, Misuse of this ?\OA as an endorsemellt of al,y product, for sales, advertising or any other purposes shall automatically terminate this ~OA. Failure to comply with any section of this NOA shall be cause for lenninatioD and removal of NOA, ADVERTISEl\lENT: The NOA number preceded by the words Miami-Dade County, Florida, and fol1o\ved by the expiration date may be displayed in adveliising literature. If any portion of the NOli. is displayed, then it shall be done in its entirety, I~SPECTlON: A copy of this entireNOA shal I be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Officia1. This l\'OA revises ~OA # 0]-0910.04 and consists of pages J through :3 The subnutted documentation was reviewed by Frank ZuJoaga, RRC Minimum Slope: F'.8:~ FL..22':' ~'t~.i; ..,----- F'",';;~' ~ Installation: IF~g2 IF~) , FL65~' Ridge Shingle: Net Free Area: FL2i - F'_9~ 7 FU3~,A 8 8 NOA No.: 03.0930.10 Expiration Date: 04/05/06 Approya] Date: OU29/04 Page 1 of3 LI~nTATIONS: Cut a minhmun lW' slot along the apex of the roof by cutting 3{{ on each side of the ridge. The slot shall tcrminateapproximate!y 6" fron. the rake edge. Place ridge yen t section centered over the void at one end of the ridge and insert end plugs, Fasten with r(){)ting nails through nail holes in vent BUll the second section to the first, align and fasten to roof. Continue this process from end to end Install pre-manufactured or fieldc1St ridge shingles over tbe ridge vent in compliance with the shingle manufacturers Product Control Approval and the installation instructions using H~" ring shank galvanized nails Refer to manufacturers published literature 2:12 NO.\. No,: 03.0930.10 Expiration Date: 04/05/06 Approval Date: 01/29/04 Page 2 of 3 1. Refer to applicable building codes for required ventilation. 2. 3, Venturi Vent Plus™ Ridge Vent shall not be installed on roof mean beights greaterthan 33 feet. All products listed herein shaH have a qWtlity assurance audit in accordance with the Florida Building Code and Rule 9B-72 of t11C Fl0l1da Administrative Code, NAlLS PATTERN' 12' Soffit - 10' DC, In tf~e Dlrectio<l of' SoHlt Length 12' D.C, In the DIr<!c'tlon of SoHlt \v'iclth 16' Soffit - 10' O. C. ir'i the mr~ction of SeHit Length ,6' O,C I,., the Dlr~ctloi'l':lf Soffi't \,Ilclth (3) Desl!;)!") P'ressl)r'e NAILS, A-JOlNT AREA 12' DIA. SHANK ~ DIA, HI! 1~: LONG ,-..--------- I Notes: \' (I) Use Alutninum J-Cbatmel. A&b1ey Part No.4042<l, to Install. , Secl.lre I-Channel Using C()I1'''$wn-Resist&t!t 0.12" !)ia.rnetef . Shank Nails 1-!/r Long At 12" Spacing ~ Nails, ~ note S fot FIt-Channel ApplkatlOlls. r--n I I 11': :~DIII IV--- , I l,fIll i i I I. i--- Ro.tl"g ~30 / ~ la' ,~ BATTEN) 2'X2' PT. SOUTHeRN PINt: CONST r MINrMUM 2'X2' CONSTRUCTION GRADE kIXED SOUTHERN PINE OR EQUIV. \,IOOD BATTEN STRl?S (2) Soffit Nailing Pattern: ' 1 r iWffit - 10" O.C. in the'DUwtlO1l of Soffit Loogth 12" O.c. in \he Dire.;tion of Seffit Width t6" Soffit - 1 0" O. C. in the !)i.lwtiOll of S(>IJit Length 16" O.C, in the Direction of Soffit Width GRADe: J.CHANNeL INSTALLATtON r BATTEN NAJl.EF< (0011<4) / /1 II ~ I I ~ 1"'- I I\.. wITHOUT FASCIA I 12" Solid Soffit /1" Ventild Soffit 16" Solid Soffit 16" Vented Soffit (3) ~ign ~ Rating (PS.F): ElttMor 51.4psf Interior 34.4 psi FRONT VIEIN OF EAVE , I II I -TlI l-- \ . I "~'I \ i-j(f--'-10"-~~ ~A."lC1 \..H 24" ! I_~ - ~ ~F OYERHANtj 1- NAIL: COAAOSION - J.CHANNEl RESIST ANT NAIL ~ ALUMINUM SOHlI I PIINEL HP, NAiLlNG PATTERN 10'XI2' (12' SOFFIT> 10'X16' <16' SOFfIT) (4) Not ~ if 0'Ie<ban& i. U" (Jf Il$$. If ovedl.a;ng is 12" l<l 20" dlvtde the "idlh i1lJ\1llft<> dcte<Dl.iM prop<< O,C.locoWn tbr a..~ Nllililt (I.~.. fut "" IS" o~ the Bstt"" shoold be 9" O.C,) $1010 vIm Of EAVE I I. S) Inner B!lU* Nlli.le<< Ill)( reqWrOO fOf F~I Af-opIkal;ions. Slli<p . J.e1'ellinc ,t~f~ IlnIl \l\ta<"lll!,(:htwJld d1t1ll.'tly. \0 wall..w.g r l'-Nllililr W Q,C.~;as C<>n.itu<<ioo) Qt 12" DiA.. c'<n'WOioo l>!Slstcnj !l4il1." longlZ" O.C, (Pla}'",'OOd1 0.8,&, c~), ,~- BATTENNAllER(NOTE4) FIJ..CHANNE IN$T A1LA TION SIDE VIE.\"i Of EAVE r I fI I I II \_jo.J~\ , :24" . 'v r'[;~/A$CtA ~ ROOF OVERHANG J l_ ~~ NAil; CORROSION J--CHANNEL RESJSTANT NAil I I I 1 I '~l!ROln'lR[EY ~ aUll.OING PROOVCTS ASHLEY DMS/ON ALUMINU;'SOFFIT ~_I , INSTALLATION DESIGN I 1..." "."~, I,. ,::"_'-":" _t~~~~3J 9 1 fib /::~f ~ .",<>:..,r,"~\":> ~ ,PART, \,_ f--CHANNEL (NOTE 6) PRffiW:DilYJOIIN LALIOTIS. P.E. oftu <SD ~~~L~~4~~~::J4S69 />!:. ~~1sftutJ'?" I .~4~ ,_~ ,,__,,_~~, __" DETAIL n.o "1 - I I l!hl~1-80 I I , I ~~JII~ - 1'1 "'-----. 1141~ 1. (Jfj .87 j "'-r.i 0.8. i i gtl r- nl iil 1TT // "I 1 1----,.-2.5----1 j --4.3 6.6 ---14.1-- -i VENTURI VENT PLUS END OF THIS ACCEPTANCE NOA 1\'0,: 03.0930.10 Expiration Date: 04/05/06 Appr()\'al Date: O1l29/04 Page 3 of 3 I Dr.. 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"1 -.l Pf'HWS ~- r. 1. ~ ~ I(') .., ~ ~ ~ ~ l } r: ~ ~ . 1 "A"-- . .f-... t-8~ Q ~~ ~g ~~ 'i()' " I ..- I' " I - : , -- t ( - r oJ: X "C" QUAIL "l: ATTAa-I AS1RA<W. THROW OOL.T STRfl<E fJAJAJ&. mwE 0RtU. THRV roR ORftL Tl1RU FOR (2) \i .,3$7". aotr DlE.P ~J5rf BOLTS OEE:P !NOtJGH FOR At" (NCUGH FOR A 2'" ~lr 'l1iOOW OOt..T THROW ~j I~(~ .f sa DETAIl. \. "1>" \ X CD SEE' 0f:T~ \ J( ~). x "8"- - l \0 fti ~JD "O~ . It- :r : -- "9* ~ "8~ ~: .- - I f I ~ Ct)ASfAL ~U1JlNVM ASTRAGAI. _ W,AH.. "e:- AS'TRAGAt, THROW G()l.TS AT 1HE THRESHOlD . , I . ~-t J"- ~ f. ~ ~ :;.j - 3~ 1- -- ,..j 6" f ..," -- - I}"...... - ~rtf'~T~~: ;': - ;~::~ "?\: sa DETAIL "f- ~bf/, l f L ~ J -3" '''" s" ,... -... AUil4lNUM AS1'RAGAl. ~ L Rw Be R W Building Consultants, Inc, CooSllltiq ~ Ellgin~g SMrico fur the iIullding Industry RW Be R W Building Consultants, Inc. Cooultin& and &sJt1~ms s..'fJllQf\i fur en. &ul4in8 ittdl1lltty PO 1loof2JOValtiM,n.l~:\94 ~au.6~?~ln f~~IHS9.\1;Sa i' 0 ~ 1J') Vul<i<c. Fl. !jS94 l'M.>e Q 13 659 9191 ""'ll1rilI: S I) t>>q '.ssa .Ri~ll;,3'3 ~9UU Q.t iYil.LlJATION It rrf-~" f!lCl1n:I- TN Corp. 108 ~d. Road B<Jller. IN 44 n 1 f>hone 2<iO S6.t :IS II F:>c\ilnile 260.U3 $I 9Q ~'U'S NOl1Cl QII t)' ~tA1'1()'N 1# TlT-m ~TjQ~ 108 Murd<;ld.ll.OO<t J:lndcr. IN 46121 !'bone 260 S63. S$ll Fa<:$ltti~ 260.U3 5190 ~'f1~~ 0' tJN!I Mo4d V<<lpldWr. l'itu CB<;I Slll<iXllh Sar. ScOOII'It!erglass l)QQr (Glw.<<l) wi1Jl. Qt ..,it!lo.1\tt Side.li~~ Ml\I:l$_ 0vmll1 ~ She: vp i3 r. . N UWl&e (~~~ x. OXO. XO. 0;(. XX.t ox.xo ~rd ~pUrt.tl: The liC<ld t.t>tIJ<I11I~ ilte ~ ~l1i4,S" '" J 25" wid! an ~ aroltlirl._~!4. The Q>>r pll.t\el$ w atdelit\l ~ llI'll163" lhlck u1~ otCll.'O SMC~ WIt1l.t~ oiO 065" lbr lI1e F\bcf cwm Setlu '" the SIlIOOlll Sllll' Series witll a skilllhidi:ness of 0 070" SkillS are ~ to wood stiles aM l'1),!s wi\.h. a ~ 00<<l 'I'l1e !;Wed d<l<ttiW$are rwl<<IlO fOOllve 1/&" l<'llT",:led cr In" ill~;:d \l.~ \.i1l1i1e Wet1$ Cf 1Jl!(;~ fhlsh .<l4tiW$ ~<<Iby I'li<<ma-1'ru. m; S<<t~ ~1l1 M~. wd~~ r~ ()m.B~~H~ 170?'.5M~Doof~' sl _" r.,. rolll...~ M'Dt( E3J& 1.'<.'11., O<!ufo A.t~ t'1'C,R_.W J.ill<. t(lll1 TASW r_t.o-y Ncri-IXU><I. !4yU), 1"7 f:rc.~_ ~"\' ."""uml AE'nH:HI .W.... N<."l1.-o.!M>lo ~~.lm ~ m.l~ "y klo1ilOOl <\is ~'" ~~- Otlb/o> Mo1lll. 1m ~m:..~'<I>~,:oN Jv.>.~ ~l 1'>8)(lI>'1\>l :~~.. l'!>~ NlA ..~..."""""..4'__""'I~oI~~oo.i.. for_~h~..tf"'.:" .--rwe.pr~m:a.t>e~1b~'~~~""fS,a-~ PUQW'TIQN 011 tl.NIf Mo4d 1lWgttalimr. F~ t~ Smoolb SIal, Se\i($ Flllc~glas$l:<<Jt \(J~ wi1lt Of wW\oUt Side-lilllS M~ o.e.... ~ Sfmll>JllQ f'4 2.". U".bk 014-~ C~$ X. QXO. xo. ox. xx &: ()XX() a-a1 Dc~l'ip&r. The be:ad andjlllobJ ale \\'IXXf ~ U"l( 12j~ wi'.lI &It t1<tI\>>:a allllllinum l1t.r~d. Th1 door panelg Il.1ld sldeIite (lIIMl$ llI'$ 1.63" IhklIl.1ld ~ rJ' ~'O ~ si;ll1$ ....'i\h ll1ln_ 0{ 0 110" fur 11\e Fiba CIal$i.t Soria Of !he s-h SW Serl<;$wW1 a!1kl.1l ~ofo,m~. SldtlS a<<l~ 1QWOO\1~alld rails wllh a ureLlwul oorl!>. TM g1aro\f sidct~ llk'f fWl<4l1l ~ 118" ~ Of m" ~ lCl~ lip liJ.~ il:f>t-rts or integral f1ush gl~ Itlel ~by 'l'l>etma-Tru. _*,,1dDoot~ ~~~ ASTMbHO tI>:~ ft1'C..~.:o,"f h,.....' tOOl -- NCl'f..~ MO)'.lO,l~1 TMm r"*"<dUlY lrtCS~~:l<o'Y ~-ii~l MrMID1\ -'01_ l<'Cl'!:-,O'I.... ~~.lm ~a;"" t~,,~N,( ,~l --" ~.~ Moitl$.lm A~(M~ .....lnlill,1Goo. ..m~""NY ~n))(>l lA.UOIf:lj)J .~~'" l\\'A N;A ',,~.,.,_.~ ""'_lmotl":.tM~ _WMtof"'&lo.~",' "1,.",_"""bo_~__il<!sJo..fla... Arn.lli:ltl ~No.. ~I\loI~lU4 1ITC<)1.741'lIWU :lo.l~~I~, lin'C.<ll,U /, noos-o 3\o.l~t:lH f1'C'/)I,'4t.l1QO~ G ~)~tV40- t~ E'l'C-Ol,1il'\ UliJU Ni,t . a.-..,. ~;rl~l~ ,....... Dolil<il. p.a K<;m-.> &'? }'~'1"1:"~e:~ ::T>7':'t:,\::~ ~<'j~':'~~ l'o\'A ~ 31~\9<<>,I:U' =&....Ul grc.OJ ,7<1-11~..!. ilO'1940, t~. t.'l'(M1HA1'llOOU lo.l~,t ~~1:741';~U ,',; ?,U41.m ~~t:l'l\Hm $o,ry~.flili' m:.o\..';'tl..(I~~ ......!.~~ll~ ~A w~ Qaitll Pltto!III't Rat>>Io: ~~ J't$f'Slll1l lUlUtD; Coof!gw1ltloo ~ Slr,gle X 0Mw1 !lmde <riIh Skklltc:s xu. ox. OXO ~C.()l'lli~ ~tll.SillclJl<1I I ~ Pwl;tlll _ I ~ ~...tih Si&:lilcs lMi/lll~ Raling$ H1,00. 41 00 H100.41oo AllWl &trnaJ I C~ A1uln i\tllxa;1lI + #l 00 ,'l4,oo I. .. 4'.00..' 00 .. 4ChO - ~ 00 I '>41.00 . .'.00 x ~ xo. Ox. OXo ~~ l.flud:lnuLlI SJz.e (f;>Th3'Oxn U<>To f4 x 6'S DesiJlll Ptmll!\l R2lings +4100. .700 t .100 . .7,00 Alulll~ _I.. ... M~~ '" 40,00 . ..0.00 .-:+.,00.47.00 .. 40,00 .40.00 I H1,ilO ' 41.00 xx _ 0..'0(0 1.<'01'06'0 d'O I,.t..~"hll;j) Olaz.cd Dwtk XX Gtued Ooit>te wi1h Si&tl~ OXXO UDlO 6'0 x 6'Jt fjft.'To$'h6'S- ~~ aM Aat:Jwoln; See ~ lI.Idt tMt 1\. Jm I l!\al:ollt4 l<< I1$e illl<<::lNOI'lf ~ril1i Ie the Flvtida Buildin$ Co.:le and wt.m prtm>fO 1~1lOO1$ J$ ~ by ASCt 1 ~ ~ LclWMlJ<~ a1ldOlbtl~r<< dooot~lhe ~ ~ ~ lil>l<ld ~e. 2. f'u- ~ u~ wl~!be ~ I1IeS$IW 1.112 l~ (1I1SC ~1\ 1m u A.ocl1mS&il ~ and ~ 11074.4,1 and 11(11.....2) SlI1UL\ <lIasnctcr T~ type ~ allCMn lIl.UlIl!)l ~lW:llJ4 o.e IeJtgth lllUS$ beS\lclllhtrt a mWl111Ulll.U.~ en~r:Ltllll ~ ill!O 1M JllII:lMl1 WlllI is ~ /~ l_~_ wi A.\ldlclrl1lt: See ~ IiiSe Olie p.!Je ~~ fl.\f@ i11loc;_ adll<..1i.nato Ihe ~ 6u.iW/J.1J ~ lllld. w!lete pmtlIl~ ~~ ll$ ddernlilWol by ..sc1l7l\nQ~ ~ ~ tw ~ u4 ()ll:ltrS1~e$ do 1101 e,~ Ihe ~ ~~ f1ll>.ttSJ l\!lt~ ~'/) 2. f<< ~ ill:Il~ ~ tbc ~ is kss\!Wlt-ti2 inc\'<<$ (fOC ~ l7tJ1.4 4 A~ ~alld salHa.'tillf1$ 17\)7 4 4,1 alld I "((J1 4.4.2) same diS.ml:t:l t.ipOOlllWt ()Q,'lt(e!O ~1$ ~ be $tlb:ltitllto>> and the lwglh lllU.'JI be~1lIol.6mltrl_l-l/4"ell~llitlloT~Woihe~'i<--aUis~ ~ lYY ~~ l'looda Prof~llllI Eltgllca - Seal No,4)w) MllY 21, 2002 t~ F. 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"',,: "'G.!.. / ,,> " y,/';f}: - ~'{t ': ~~ ,..... l"'~ t ~-,~ ... ~':t "< > ~'""'. ~~"~'r~,;:';<I "'~~ ~'- ~ .....:::, ~~t: ~</~v ~ 1 ~,'j >!~;' . - 6 SeE ~ ~ ~~!A/\: ~~ (~ : ~ D "i;;~ '-OUNl "13':- ~ .O~ o o \D w f- :J Ul Z ci o > - ..J Ul OJ - > w - ~ Q 0 <t I a. U1 I ~ <t w J- ~ 5-12 LAST PLOT DATE January 19, 2005 - ,/ ....J <i: Cl:: I- ~ o (j) (/) W o 0 -...J (Y) u:: >< enol.L.<( W i'- 0 l.L. c:J C'l (Y) <;j' z (Y) (Y) 0 <( -...J (Y) (Y) lXLL C'lC'.J 0<( 66 (/) ~ t:8 t:8 LD 0 ;-:.. ;-:.. :qo..oo (5)<(:q<;j' - z Q LD o o C'.J (5) ,-1 ~ co :::l c ro -, W I- <( o o l' ['0 ['0 N U1 I lJ\ \D ['0 I M r- z o o \D r- I lJ\ o \Ll M M ..J La.. ~ a. ~ ~ J- OJ I r- r- !!!o::: zllJol- c.:!lti:zz ;jj<(<(~ llJtnoO::: O::t:llJ::;) ol-ZU ZZc.:!lllJ ....0-.... ....:2:tn- <.:IN!!!:;;e ~~I-;;>>"" :: -0:::<( <(~llJo> O:::L1.~o!!! QeQ~llJ !!!....llJ<(O ::t:<(::t:llJO 1->l-tnU w U ~ o >-5:z z <l:~Q zw(j) -(/)> azo tjo<( ::)00 aZ- OW 0:: lXl-O o..!::ci wO::-...J Cl::s<( WWCl:: COIl- 1-1-6] 01-0 z::) . >-00.. <l:IlX ~!::O zSo <l:lXW ...JW~ o..zo (/)ZI :c<(1,/) I-~::) I- a z f- :r: '" 0::: >- 0- a u 0.. lX o o W ~ o J: I,/) ::) (Y") o o C'.J @ PRODUCT APPROVAL SPECIFICATION SHEET As required by Florida Statute 553842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below If they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products Simpson & USP Cross Over Chart with Florida Product Approval Numbers Category/Subcategory 1. EXTERIOR DOORS A SWINGING B SLIDING C. SECTIONAL D OTHER 2. WINDOWS A SINGLE HUNG B. HORIZONTAL SLIDER C FIXED D. MULLION 3. PANEL WALL A SIDING B. SOFFITS C. WALL LOUVER o. GLASS BLOCK E OTHER 4. ROOFING PRODUCTS A ASPHALT SHINGLES 5. SHUTTERS A STORM PANELS B. COLONIAL CROLL-UP D. OTHERS 6. SKYLIGHTS A SKYLIGHT B. OTHER Manufacturer Florida Product Simpson Product Number Approval Number Product Description Approval Number(s) Plastpro Inc/ 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 LSTA18 LST A30 LSTA36 LTS12 LTS16 L TS 18 LTS20 L TT19 LTT20B LUS26 LUS414 MBHA356/1188 META22 MGT MST 48 MST60 MST AM36 MTS12 MTS16 MTS18 MTS20 MTS30 MTT288 PAS1 SDS 1/4x2 1/2 SDS 1/4x4 1/2 SOS 1/4x6 SP1 SP2 SP4 U24 Set Pac 10 HD Tlten Oistintlon Flbreglass Entry Doors Exterior Doors FL1321 FL498, 539 Kinco BetterBilt (MI Home Prod.) Fla. Extruders (Milestone) General Aluminum Mk 2/3/4/5, Mk 2/3/4/5 HP, Mk 213/4/5 XHP 420, 470/452, 470HP/452HP Series 500/1000/2000 420/430/440 FL126 FL561 FL45 FL264 Clopay Building Products Residential WindCode Doors FL542 Kinco BetterB lit 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 BetterBllt Fla. Extruders (Milestone) General Aluminum RW HP, RW XHP, RW4-XHP 168/3168,680 Series 1000 1180/1480/1580/1590/1980/1990 FL124 FL670 FL43 FL256,1700 Kinco Mk 40/50 PW/CT, TWPW/CT FL125 BetterBilt 165/3000,740/3740, 3240/4250HP, 680 FL676 Fla. Extruders (Milestone) Series 1000/2000 FL44 General Aluminum 11 00TDLJ11 001450TDL/1450/1550/1570/1900/ FL255, 263. 1697 1970/5000/5300/5350 Kinco M03-04A, M02-03A, M96-08C FL957 BetterBilt Fla. Extruders (Milestone) FE5709/5710/5711/5712/5713/5714/5718 FL974 FE5700/5701/5702/5703/5704/5705/5717 General Aluminum 1100/1900/1970 FL1252 Kaycan Ltd. Cameron Ashley Building 0605/0606/9500/9510 Aluminum Soffit 41550/45102/451 02N Aluminum Soffit FL1965 FL406 Pittsburgh Corning Corp Glass Unit Masonry Installed w/Mortar FL1363 Certain Teed Corporation 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 7. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ Simpson Strong-Tie ANCHORS B. TRUSS PLATES C ENGINEERED LUMBER D. RAILING E CONCRETE ADMIXTURES F. MATERIAL G. OTHER 8. NEW EXTERIOR ENVELOPE PRODUCTS A B. see chart USP Structural Conn see chart MiTek Industries, Inc. Boise Eng. Wood Prod Truss Plates Versa-Lam SP Wood I-Joists ALLJOIST FL2197 FL1644 FL1645 FECP Corp (Cast-Crete) High Strength Concrete Lintels FL158 The products listed below did not demonstrate product approval at plan review, I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, / 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 F L503 FL538 FL538 FL503 FL503 FL474 FL474 FL474 F L4 7 4 FL474 FL474 FL474 FL474 FL1423 FL474 FL474 FL1901 FL1901 FL1901 FL1901 F L4 74 FL474 FL474 FL474 FL474 FL474 FL474 F L4 7 4 FL538 F1901 FL1423 FL1901 FL 1901 FL1901 FL474 FL474 FL474 FL474 FL474 FL503 FL474 FL1463 FL1463 FL1463 FL474 FL474 FL474 FL1218 FL402.3 FL2304.2 Product Description USP Product Florida Product Number Approval Number MP34 FL570 PAU44 FL569 RS300 FL822 RT16 FL565 RT7 FL565 LFTA6 FL820 HHCP2 FL817 UPHD8 FL817 HTA16 FL821 HTA20 FL821 THDH210-2 FL821 HTW16 FL820 HTW20 FL820 HTT16 FL821 HTT22 FL821 HUS26 FL818 HUS28 FL818 HUS410 FL821 HUS412 FL821 THO FL815 THF FL81S LUGT2 FL568 LSSH31 FL816 LSTA12 FL816 LSTA18 FL816 LSTA30 FL816 LST A36 FL816 L TW12 FL820 LTW16 FL820 LTW18 FL820 LTW20 FL820 LTS19 FL822 LTS20B FL822 JUS26 FL821 J U S414 FL821 NFM35X1178U FL578 HTA24-18 FL859 KST248 FL822 KST260 FL822 MTW12 FL820 MTW16 FL820 MTW18 FL820 MTW20 FL820 MTW30 FL820 - MTS27B FL822 TA51 FL816 Framing Anchor Adjustable Post Base COil Strap Tie Hurricane Tie Hurricane Tie Hurricane Tie Hurricane Tie Hip Corner Plate Connector Holddown Embedded Truss Anchor Embedded Truss Anchor Truss Hanger Embedded Truss Anchor Heavy Skewed U Hanger Heavy Truss Strap Heavy Truss Strap HDlTenslon Tie HDlTenslOn Tie Heavy Joist Hanger Heavy JOist Hanger Joist Hanger JOist Hanger Joist Hanger Joist Hanger TF I-Joist Hanger I-Joist Hanger Light Girder Tiedown Slopable/Skewable Hanger SlopableiSkewable 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 u.J () r- o z w '" ~ o o u.. u.J cr: <( :J o (j) w ~ U-<:(O::: .00:::0 w u-U- f- W ,_ <:(O~Z ~-O::;) X~O:::O O::Ju-() o:::Oz() D...""w<t: a.. -'= ~ ,__ <t:0<t:r- wO:::f-O O:::ll..wz <t:zcrO OW<:(O w::S::(/)Q f-~ZZ o O<t: ::Jw-w O'o:::(/)"" <t:Z-,= ~(j)w<:(z <..:lz~EEQ ~QOof- 0(j)0:::f-C) 06Jo::S::::J u- ~ a::: O() D. w_w a.. 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Z .f- w Z II 0 0 ijJ o a ~ v;~S2 0 WI-U'>W:J 02(/)='<0:: OO-I> 22:t:::,:(/) <l::Nwo::L;; l:l""'~OCl ~o::ooo s:~w:J~ ~o~~z o::Jo::(/)~ (/)~lJ.Joo:: I (/)t:z::) f--_<O::<O::U C'J(f) 06 ~(f) > lJJ ~ u.J () - en r- 0 .......J z - <t: r- l- I W (!) 0 - w 0::: ~ <1: >- Z Q.. Z 0 <1: ....J () n.. SHEET NO. ~ o 0::: >-u-z zf-O <:(z- zw~ -(j)> oZo t50<:( ::;)uo oz- owO::: o:::~g a..-u- wO:::-l 0:::3;<:( wwO::: ro:r:~ f-f-w Of-u z::;) . >-0Q... <I 0::: ~!::O z3;U c:(O::w ....Jw~ a..zo (/)z:r: -<(I) ~~::J B. UNDERLAYMENTS C. ROOFING FASTENERS o ROOF VENTILATORS Air-Vent Ine 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 D- o::: o () w ~ o I (/) ::J ('1') o o C'l @ LAST PLOT DATE October 11, 2004 PRODUCT APPROVAL DETAILS SINGLE HUNG MASONRY (FLANGE) ONE BY VGOD f' CGNCRE"E DR CAULK BET'''EE~ BUCK BY O-~ERS~\ ~ASONRY OPEN'7ING, VOOD BUCK ~ (NOTE 6 ~ 7) BY OTHERS MAS'Y OPENING BY OTHERS CA:JLK BETVEEN V[NDO'. FLANGE; ~~ ~ \,IOOD BUCK / ~ 1-1/4' ~TN .. . E~BEDMENT FdA > ~t----- INSTAl.'-A~ONANCHCR 'i 3/16' DlA. TAPPER (~OTE 12) SWCCO J r \~ BY OTHERS SHiH AS REQ'D. -) 1/4' HAX PERI0.0E~. (S(E NOTES) BY OTHERS : \ I' i /II ~ ~~~~g~ ~~~E I RIGiD VINYl. I HBDER GLA ZING BEAD i "'.H. (TYP), GLASS (I,lNDOV ~~ (TY?) (SEE NOTES) I ~~n I ~ CAULK BET\lEE,N ViNDO'" H~~~~~) FLANGE ~ PRECAST SIL,- I V/ VULKEM 116 A.DHESljV , CAULK, OR: APRV'D, Eoe l"lff i~ rLANGE: TY?E: : PERIMETER / \..IINDO\ol rRA~El CAULK \' SI'_L i BY DTHERS 1 i liT . -----L I ~ rfr, \~ 1-3/8' _______ ?RECAS1 SILL ~ G I IoUN, EMB. ~ BY 01HERS . V. ~ .::::> SECTION A-A J I~:'/-l VIEWED FROM tW . I ~ Bel EXTERIOR I TOt., V '-+E I I f/' I' 1 J B +K B TFII / tG ~~ ~ i + I FI FVAT!OI\J IMPORTANT INfORMATION & GENERAL NOTES These notes are pro....ided to ensure: proper i~sta!latiof"l, of Rorida Extruders M;Jestor!e products and must be fDllowed fully, - ~~li('~,,~~~.f-- GENERAL iNSTA,LATION INSTRUCTIONS C> B\I CBUC:< \,;:.l:I:....O QNE SY wOOD 1,~ST Ali_A TIDN ANCHeR BUCK BY C'HE~S 3/16' D1A. TAPPER" (~O~E G ~ 7) ("CTE I~) S.H:H ,~S ,EQ'D. 1/4' ~AX, RrGlD V~t\YL (SEE NCTES> :iLAZING B(AD_____ CT YP,) _______ 6 I 1) SHIM AS REQ'D. AT EACH INSTAUAT10N ANCHOR W!TH LOAD BEARING SHIM, MAX, ALLOWABLE SHIM STACK TO BE 1/4" 2) USE SILICONlZED ACRYUC CAULK BEHIND WINDOW FLANGE AT HEAi:J & JAMBS. SILL MUST BE ATTACHED TO THE SUBS1AATE WITH VULKEM 116 ADHESIVE CAUlK OR APPROVED EQUAl. APPUCA TION OF VULKEM 116 ADHESIVE CAULK OR APpqOVEO EQUAL A1 FRAME SILL MUST COMPLY WITH SEAlANT MANUfACTURER'S RECOMMENDATIONS. ...);). 3) USE SlLlCONIZEO ACRYUC CAULK FOR PERl METER SEAL AROUND EXTERIOR OF ill WINDOW FLAN(iE AND TO SEAL HEAOS Of INSTALLATION FASTENERS, 4) FLORIDA EXTRUDERS 1000 SERlES SINGLE HUNG IS SHOWN, THIS PRINT ALSO APPUES TO THE FLORIDA EXTRUOERS IS00 A,ND 2000 SERlES SINGLE HUNGS, 5) WINDOW FRAME MA1ERlAL: ALUMINUM ALLOY 6063, G...ASS- <TYP ><SET NOTES) r t\ l*o ?' ANCHOR iNSTALLATION INSTRUCITC!'<S GENERAL, ~ ~~ :1.: ~ ~:) ~ < ~~ 6) NAIL ATT ACHMENT OF NON-STRUC1URAL ONE BY BUCK;S 4' FROM EACH CORNER .& AND 8" ON CEN1ER_ USE A HARDENED "T-NAlL" WITH A 0,097" DIAMETER ANO 1 3/8" - LENGTH (5/8" EMBEOME~T), A HARDENED "MASONRY ~AIL" 'NI'H A O,l~" DIAMETER AND 1 1/2" LENGni (3/4" EMBEDMENT) OR EQUIVALE~T, FOR ALTERNATE SECITON A-AlB-B. USE A 0, 113" DW.1ETER COMMON WIRE MIL WITH A 3/4' EMBEOI~ENT OR EQUIVALENT FOR NAIUNG NON-~RucrJRAl ONE BY BUCK INTO A TWO ay STRUCTURAL BUCK, & 7) APPUES TD ALL NON-STRUC1URAL BUCKS LESS THAN 1 1/2" -HICKNESS. NOT IN1ENDED TO UMIT TO NOMINAL ONE BY WOOD BUCk: ONLY, BUCKS GREATER THAN 1" NOMINAL (3/4" THICK) AND LESS THAN 2" NOMINAL (11/2" THICK) WILL REQUIRE ,6 NAIL LENGni SUFFIQENT TO 'lEET EMBEDMENT REQUIREME,~TS OF '<01E 6, ill 8) AU INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESf.STA!VT MATER1ALS OR HAVE A CORROSION RESISTANT COATING APPL:ED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING MATERIAl. WHERE ANCHORS ARE USED IN PRESSURE-PRESERVATIVE TREATED WOOD, THE WOOD SUPPUER SHALe BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH -:""E PRESSURE-PRESERVAT1VE TREATMENT PROCESS USED, 9) All FlELD SUP?UED HOLES IN '"rlE fRAME (IF REQUIRED) Well BE 3:'16" IN DlAMffiR, 10) WOOD SCREWS SHALL MEET ANSI 81851 DIMENSIONAL REQUIRE:-ENTS. 11) IF WOO9 TENDS TO SPUT, PRE,BQRE HOLES AS FOUOWS: #81'1000 SCREW. 1/8" DlA. PILOT HOLE &. #10 WOOD SCREW. 9/54" DJA. PILOT HOLE (NATIONAL .-:,..'''... -,-- ..".. DESIGN SPEOFlCATION FOR WOOD CONSTRUCTION), ./' .\, M~~~' .... [SEE SHEET 2 FOR CONTINUATIO:~ OF N01ES] .:':- ':;)~~{;~~t.i~~'{:~~ \. ......... REvJDESCRIPTION IDATE IIN! FLORID \ EXTRUDERSINTERNAJJO:-lAL, I~C. . , '. ' ...... ~ I RrusoO 'OT13 3 6 7' )(r 1 2540 L WETT LA.."iE . 1..-- G !I ~ a, 16, leA" 22: AD' O~" '1'2/19/03 R --':A W<T'~CATE OF AUTHORIZATO' '0 9205 SANFORD FLORIDA ;'J':l~l~ -- " y /C"!,0.). ~~;;;'o~\;~~E~urro i I TITLE: :SS'AU_ATIC~ DETA;L '.,'~ ,~>" t~~./j,.!;~/ ..:' t~~~!I~~t'~~R NO'Tl:: I SGt.., HUNG FLANGE \.J:~mCJws - SER:ES 1000 1500 &. 2000 " ,:~ >, ....~~~../ RruSO'S_ i i DRAWN BY: BB APPROVED BY.RJA ,......,... -' .' i DATE: 12/19/03, SCALE: NTS1DWG :FLEXOO 16, S~T 1 OF 2 \ Vt--... r----.... t """- 2X4. 2X6, 2xB "'DaD BUCK f--... J'..... BY Q-HERS (SEE NOTE 11; ~ 23) ~ ~ II ............ ONE BY \lQOD BUCK BY OTHERS I (OPirC~AU (.Io,JOTE 6, 7 Cl."'d 16A) I"STALLATICN ANCHOP #10 "'DOD SCRE\I (NO,E 16 000 lSA) SECTiON A-A (ALTERI\JATE) ^ ffi For installation with two Ox ,,;ith or '1'1/0 one by wood bUCKS. A e::r ~~ SINGLE HUNG FRAME (FIN) --1 -- :' HiN. EMBEDMEW - "'INDO... V:DTH . I r--- ~~i.~ ~S~CE I ('<IQOD SCRE"') , i SH1M AS REQ'D.~I HID BY \1000 rTVD BY \1000 (SEE NTES) I, r BY OTHE~S I BY OTHERS ,f\ S1-<jH A$ RE~ c I \, I ; i I / J, (SEE ~D-ES) U - \ I' M1N. r- EMBEDMENT III ~I L N~=~ IV /' \! I GLAZ:~G CTYP) -== J I II J (SEE NCTES) [ , '};->'7" ...... I S:;;~' $~~E;:C) <.\ ~~E6~d~~~ rIN TVPE FIN TYPE '/; it \ CAULK, BE~"'EEN '<IINDO'.' FRA~E '\li'iDoJV FRA,~E - ~I~~~:T~I'~ GLAZI~G (TVP )HEADER JA~3 PERl~CER INSTALl.AnJN A~CHQR I ~ (SEE ~OTES) CAULK #S '.'OOD SCRE\I SHQV~ /' BY OTHERS STUCCO BY eTHERS I S~CTiON 8-8 l IMPORTANT INfORMATION & GENERAL NOTES These rrotes are prov!ded to ensure ;:;roper rrrstal1aacl1 of Rorda ExtrJders ,'-1"iestone products and m"st be fDliov.ed ru:ly, CAULK B(T\ltE.N SHEA THING W'INDC'w' F:N ~ BY OTHERS SH(A THI,NG :~S"" AlLA Tr:JN A'~C.rlvR ~B '.ooD SC.RE'" SHO\lN ____________~ "~ STUCCO 'C-.- BY DTHERS ' . ..... ~, PERiMCER --;:;', . CAULK J BY O"HERS GENERALINST ALLA TION lNS7RUCTIONS 1) SHIM AS REQ'O, AT EACH INSTAllATION ANCHOR WP'H LOAD BEARL',G SHL'\, (VIAX. ALLOWABLE SHIM STACK TO BE 1/4". APPLY A BEAD OF VUlKEM 116 ADHESIVE CAULK OR APPROVED EQUAL AT THE fA,S;ENER LOCATION PRiOR TO INSERTING -:"HE SHIM TO ADHERE 1HE SHIM TO THE SUBS<RATE AND/OR WINDOW FRAME, FULL aEARl~'G B,TWEEN THE SHIM. SUBSTRATE AND Wi~DOW FRAME ARE REQUIRED, 2) USE SIUCONIZEO ACRYIlC CA~LK BEHIND W1NDOW FIN AT HEAD, SIll &. JAMBS. 3) USE SIUCONIZEO ACRYUC CAULK FOR PERIMETER SEAL AROUND EXITRiOR OF WINDOW FRAME. 4) FLORiDA OORUDERS 1000 SERIES SINGLE HUNG IS SHOWN T1-1IS P'UNT ALSO APPUES TO THE FLORiDA EXTRuOeRS lS00 AND 2000 SERIES SINGLE HUNGS, 5) WINDOW FRAME MATERlAl: AL~MINUM AlLOY 6063. A,~CHOR INS': AUATlON INSTRUCTIO~S !-J VINDe'.' H~IGHT I i I :-'NJ~5iH\I-~ A~ i o ~ /r,lh 8 . I :3 I~ EJUALl. Y SPACI;: t,'~CHGr CTY?) & I J GENERAL: i !~I ':'1 ~~ ANCHOR ~I S~ACI~G I (SE[ BELS'N) I "'INDDV ~,I HEIGh T ' J ii ~ 6) ALLINS;ALLATlON ANCHORS '1UST BE 'lADE OF CCAAOSION RESISTANT ,'lAruuALS OR HAVE A CORRCSI0N RESISTANT COATING APPUED SUlTA3LE FOR THE ENVIRONMENi AND/OR FRAMING ,'1ATERlAL. WHERE A,~CHORS ARE USED IN PRESSURE-PRESERVATIVE TREATED WOOD, T1-1E WOOO SUPPUER SHALL gE CONSULTED FOR RECOMMENDATiON OF ANCHORS COMPATi8LE \'I'lTH 111E PRESSURE-PPESER.VATIVE TREATMENT PROCESS USED, 7) All FlELD SUPPUED HOLES iN THE FRAME (IF REQUIRED) WILL 8E: a) 3/16" iN DIAMETER FOR #8 WOOD SCREWS, AND b) >HE SHANK DlAMETER Of ~rlE NAIL ROUNDED UP TO T1-1E NEXT ST','DARD DESIGNATION DR.!lL BIT S12E. 8) WOOD SCREWS SHALL MEET ANSI B18 6.1 DllolENSlONAL REQU;REMEN7S 9) ~AlLS SHALL MEET ASTM F 1607, "STANDARD SPCCIFlCATION FOR DR.ryEN FASTENERS: NAlLS, SPIKES, AND STAPLES. '" 10) IF WOOD 7ENDS TO SPUT, PRE-SORE HOLE AS FOL~OWS (PER. NATIO~AL DESIGN SPEG.FlCATION FOR WOOD CO~STRUCTION REQUIREMENTS): a) #B WOOD SCREWS - 1/8" D1A. PILOT HOLE. b) 0,113" OIA, NAILS. #44 DRIll SIZE PILDT HOLE, c) O~ER NAlL DlAMETER PILOT ,HOLES N01 EXCEEDING 7S% Of ;HE NAIL'S OIA^1!:TER AS REQUIREO, 11) WOOD SCREW AND NAlL WlTH<:JRAWAL VALUES USED TO GENERA7E FASTENING REQU1REMENTS ARE gASEO ON SOUT1-1ERN PINE WITH A SPECIFIC GRAVITY OF 0.55. 12) WOOD SCREWS AND MILS SHALL ,NOT BE M1XE::> TO FASTON TriE SA.'1E ASSEMBLY. - 13) WOOD SCREWS AND NAILS SIiA...L ~OT BE USED TO FASTEN ASSEMBeY I~TO THE END GRAIN OF WOOO, - [SEE SHEET 2 FOR COIllTlNUA TiO~ OF NOTES) fI II GLAZ!NG (TYP) I) (SEE NOTES) ------~i I: il II U- !\ 'I /1:1 , A'NC,HOR ! SPACiNG --1 (SEE Bt:LC\I) I II .A.J i I 6' MAX i I cry?) r -J ~ S' MAX. cry?) FIN TYPE V'.,NDOV FRA.~E " SILL , /,Y,ARBLE SILL ',~ STOOL M BY OTHERS - 11\>11 ~ ~f<: I II ~ T'ND BY '""CDD INSTALLATION A,~CHOR r:,. il II' ...... - BY O-HERS "8 'wiLlO!) SSR['w' SHO\./N :. STUCCO ------!?7..~ ii BY OTHERS I CAULK BET"'EEN \lINDO\l FIN SHEATHI~G ~ SYEATH!NG BY OT!HERS --r PERIMETER CAULK BY OTHERS rLEVATION HEAD SILL !. ~A~BV'~tY,dlq;~A~~~'?TRO 70 PSf' D P) ".'OOD SCRE'\I' 24' O,C. ~AX, (TVP,) ~AlL' 7' G C. ,~AX FOR ')A~BS AND 10' 0 C, ~,AX FOR HEAD ~ SkL SECTION A-A f---j'!oIIN, EMBEDioIENT ("'ODD SCRE"') ,., ," ~~ go "'z :5~ ~~ ~:l f;;~ ~~ {Q:%~;~~<+-- " ! 'f. ,t ~'tZ ,,'2} ;:03 ",.,.~~~~;~;:;~~:~~:, ~ DESCRIPTION DATE I INI FLOI~IDA B 'R~O~TO R 'A \, ~DD l;!:EQldRE!IIt'E::-iT TO lO/1/031 '-' A{\~I~H:~ll~~ULK I c I~~:~~g ~g:;i ~ AND ,12110/S3iRJA (! TITI.E oro REF'.EC, NAJL I i ALTERNATE ! I i EXTRUDERS I:-<TERNATlO~AL. INC, 2540 JEWETT LA.."lE Cl:RT1f1CAIT OF Aun;CR'ZA~CN NO 9235 SAc"iFORD. FLORIDA TITLE: INSTALLATION DE'AI'_ '.11#8 SCRE'.S CR NAlcS SINGLE HUNG F I ~ w: N~O'. - SER I ES 1000, 1500, ~ 2000 DRAWN BY: BE I APPROVED BY: RJA DATE: 10'/10/03 I SCALE: N T S, TDWG,:FLEXOOO'6 Sf-T 1 Of' 2 l:JC~ S.H.\ rt x 2: x :/8 1000 SH r1 x 2 x 3/B ~A"9 (-fO.JlUJTUBE NULLIeN JAH, (TiP) \ 1~"ULL10N ~ I~ '8 X 1/2 sa; 'r RI ~ ~S X l/~ SEe; I ' T APPINO S:AS ... APPIN(j S~S 2 X -4 X 3/8 \. ! , [J ""1T11 a II 'I I ~ TUBE NUlUDN ~ I K .\L~ ~ I (tp: ~ ~'t; ~ : S:~~~2: R~'~6fs~' , / \ S~ALMlT Be:Tlttt~ ~ ~ \ "AA~~';l !. "Ull!C~ -- '''':N1lC\J rLA~G(i -.J/ '- #9 X ]-1/2 SELF I ~ #$ x 1-112 S€lF" So :-UlU:N 'iAPP!NG $MS i TA,pP!.~G $':01$ SECTION A-A (1) SECT'ON A-A (2) I ~ :< 2 7/1G X us l>;llE ~lUl0N ~1 X 2 7/1S X 3/S ,,... ~ coe s.", ~ -UBE MUlll ON \~ I I ,,'A1>\B (T'!'P) \ I I S(AlANT 9ET\fEEN I , ~ ''''l~'DO',,( 'LIoNvES ~ I I &. MULL1CN "I 'lJ -'" ~~p~;~~2S~(SU" r I "r- i+B x [/2' SElf SECTION '"' TAPPING $MS I n; . ng II '! I I r===4 ., ~ I j lYO'CAL "IERT'CAL TO HORIZON-AL ~ULLJON TO ~UtL'ON i I I "r ,DOC $H" ~ ~AM' ("?)~' "- t}S X ~-:/2 SEU" T APPIN~ $MS A-A (7) St~~;~:, ~~:~6f~ j/ :r. "UlLlGN ;;>1 te;. \. stAL~NT :9E.l'"f'i:'sN t./ ",j~DCV f:"'..AMGt::S, ---Y &. ~LJLUCN \-lfax 1-:12 SELl=" A-A (31TA??I'G '"' ;:{;~ ~\ Ii ///. ttf ///./1 li~ ~Itl ~ : I I 4, , A S 1 :1 'I' I/'I I tie StLF "'APPiNG J a ~ SJoIS (Tl?) \ ;5l ~ 119 )( 1-:/2 snr TAPPING $MS; HORIZONTAL SLIDER MASONRY (FLANGE) TYPICAL MULL INSTALLATION I I III [/4' ~JN. Ef13(j))o<ENTI !l i It I I 2 X 4 X 3/' "\ I I TuBE: "'~LLlC~ \~ n I , I 1000 SH.---"I I ~AM3 IFP) I I I ~ $:IS X 1/2 SELF _ -ILTAPPI'G SMS r== ~ <?/ I , I 11 l/a' NIN, E"EE~ I 2 x 4 x 3,6 ~ I rlSE "ULLIeN 'I~I " !DOO S;.H. ~, "" '\ I 1"-- 11:r:::-- ~~ x 1/' SEL; ,...- ~AJ>P1NG SHS ll'lOO P v IDESI..,NER !~ laoo p W'./DES:GNER I ~~;;;.~~s ~U6Lj~9T~H~~~~~?~fiT~ ~"JAMS I JETAIL B I~ S~Ll ('T~?) ,.. i SilL (TYPO,) I & 2~ X 4" TUBt MULLIONS a.RE USED) 'J I .. X 3/' SEL; I r'S x 3/4 S1:lF I ~~~lrS"'" ~ 2 X 'I' :I~' ,';; -::P,11NG S", I ~~NE~,~l~sOR ,^SONR<~ 1\ LI'I ", .11 1 X 2: x: 'JIg -- l:NSiAlL.Ai!CN ANC'<OR 3/[60' alA. I TAPCQN SCR'EV ANC/"'C~ C't'P.' L I Tl.JB( ~~UllICN ~IU /',- I T....Bt: t-iUlUON " .,4 -'YH, V- EXTtRNAl ~UL,-ICN SE:ALANT 9n\(tf~L_ i .. : ONE BY l.,Joon~ I lNST"lLA'TION CUP ~I ~j~BE~tr:~lANGES '- L...->' DUel< BY DTHERS 'I, I I II ' I <:J I ) S(Al..ANT scvn:J 49 x 3/4 SELF "'-#6 )( 3/4 SELF II! '\_ ~ULLJCN VIt-d)O\J'lANGE:S '-'0"0 S~. TAPPING SM$ '-IOef.) S,K ~APF'!NG SMS (lOOO P,''fI/DESIGNER to "'UlU:::."o: H["'AD <n?) HEAD (TY~) SILL. (TY?,) . StALANf BtNEtN ) S-CTIO'. A A (2' I \"':~BE~,!.LANGE' SECTION A-A (1 t.' - J r~s x 3/4 SElf ! r 1000 p vi IDE:SlCiNER r lOCO? 'vI/DESIUNER IL / T APprNG SMS I SILL (T'(?) S[LL (IV?) r 2 x 4 x 3/9 / :.a x ),4 'ELF II'" Jill H II TUllE "UlllON /~e x 3/4 SELF .11 1.1 n TAPPING SMS .. ~ X ' . TAPP:NG SMS t X 2 71.6 x 3/13 II \ il-.q III "II r ;~E2 f1~2:10N " i :Ir "~I r TUB~E:~~~~D:MEN' \L ~ il I 1-- \ /, r'--. II st.,A" ,,,\<(,, ) -L ,.~- -1 I ~'~&:~o~_"G( ~ I II v_ ~i I II :'~.~-'"<'-I~rtT tI; I i ~#e x 3/4 SEU' I\. ~#B x 3/4 SELF" ~I ~ "-- lOCO S H. ~ APPING SMS '-- 1 ~co S H ; APPINO SM$ 1*6 x J/ 4 stLF' HEAD (TY?,) HEAD (T.'(~) TAPP!NG SMS SECIO!-oi A A (3) SECTIO!-oi A A (4) leOO S.H, SECTION A-A (7) \~:~~~B~2;~t/E:~~o:: P" IDESIGNER ~(ALAN- B(NEE' f l~OO ?I,.UDESIGNER HE:AD C'"Y;>) SIL.L (TYP) .....iNDO\( r _ANG(S ~ SILL (T'I'P) /~a x 3~ 4 selF" MUUICN r lie x 3/4 S(LF Wayr,e A. Block, P.E, TAPPING SMS 1 X , XI'S L / TAPPING SMS 1 X 4 )( 3/8 548 8 Hwy 27 r r ClerrT>ont. FL 34711 1,0' Jill '" II TcBE NULLlDN ff}l)r '" II TL3E MULL10N FL L.lcense" No, ,5.2c5,,8_3_.., INTER."IATIONAL lNC "." .. II .11 :1..",,0' FLORIDA EXTRUDERS .2540 JEWErr '~"'E , r- II' [ SA.l'lFORD FLORID..\' I! TITLE: SER, 1000/1500 FLANGE SHEET 1 OF 2 c~ LA II i~ LA I" H8RIZO!-oiTAL MULLIO!-oi SECTIONS 1 JI I il I ]1 I II I\-.- ~"X3/'SECF ,~"6X3/4SEC; .- APP!NG $l'lS \.....- T APprNG SHS 1000 s: H. ~COO S.;.. HEAD <i':'P) /--tEAD (7 (f:' ) SECTIO!-oi A A (5) SECTIO!-oi A-A (6) CONCRE'E OR CAJLK BET"'EEN '.JOD I~STALeAl1DN A~CH"R IMPORTANT INFORMATION &. GENERAL NOTES /::,., ~,ASONRY CPlN:NG ~BJCK ~ ,"'AS'Y J/E~ING 3/'6' DIA Tt,PPER ~ BY eTHERS BY J""HER.S (NOT; '2) These rates are p(ov~d.ed to e"'Sure proper InstaJlc;lton of =Io(ca Extr",C:ers "1J(estor;e ONE .BY l~wOD -_-=-.J products and m\.!st be fo1lol1oed fully BUCK BY 0 THERS , I , ('LOTE 6 ~ 7) ~<:l ~ t. I ~~lt(4:H~~i GENfR.AJ. INSTAl....nON ,NSTRuCTlONS 7) APPUES TO ALL NON-STRUCruRAL SUCKS LESS roAN L 112" T1-1!CKNESS. NOT CALLK BET"'E_N '" ~, ... -' 'NTENDED TO LIMiT TO NOMINAL ONE BY WOOD BUCK ONLY BUCKS GREATER '''I~DS~06L~~g~ 1) SH1M AS REQ'O, AT fA~H 1~S:Al.:-'Tl0N ANCHOR Wl'N ,OAO BEARl~G SHIM, ...AX. ~ ~HAN 1" NOMIMAL (3/4,,'T1-1ICK) AND LESS TI1AN 2" NOMiNAL' (I il2" THICK) WILl ~~> 17"1 I A"OWASLE SHIM STACK 0 BE .14 . v REQUIRE NAIL LENGTH SUFFICIENT ~O MEET EM8EDMENT REQUIREME~TS OF \ I ,/4' SH:M 2) USE SIUCONlZED ACRYLIC CAULK 8EHIND WINDOW FLANGE ,T "EAD & lAMBS. SILL ~01E;; ! _,~ ~ SPACE "AX l MUST BE A'lTACHED TO THE SUBSTRA,E WITH VULKEM llo ADfoESr\'E CAULK OR 8) ALllNSTALLATION ANCHORS MUST BE 'lADE Of CORROSION RESISTAN1 i ~\ I ------- _ APPROVED EQUAL, APPUCAT10f>i OF VULKEM 116 ADl-'Esrv'E CAL..i( AT FRAY1E 511..1. MUST MA"ERlALS OR HAVE A CORROSION RESISTANT COATING APpueo SUITABLE FOR " - 1 COMPLY \oVIIH SEALANT ,"o1AN\..iFACTURER'S RECOMMENOAll0NS 7r1E ENVIRONMENT AND/OR FRAMING MATERlAL l,^iHERE ANCHORS ARE USED I~ If!! I .;).c 3) USE SlUCON1ZEO ACRYLIC CAULK F()R PERiMETER SEAL AROC'" EX: cR10R OF PRESS(;RE-PRESERVATlVE TREATED WOOD, THE WOOD SUPPLIER SHALL 8E OY rS:UHCE~(]S' _ I' '!^ I! \ ~ WINDOW FLA~GE AND TO SEAL HEADS OF INSTALLATION Fp,sT'fRS. CONSULTED FOR RECOMMENDATION OF ANCHORS CO~~P~TIBLE WIT1-1 THE D' -, I L 11 U L 4) FLORIDA EXTRUOERS 1000 SERIES HORIZONTAL SUDER IS 5><8".''''' PRESSURE-PRESERvATIVE TREATMEN1 PROCESS USED, j~l~ ), I I 5) Wl~DOW FRAME MATERIAL Al(;MINLM Al~OY 5C63. 9) ALL FIELD SUPPUeD HOLE5 IN THE FRN1E (IF REQUIRED) WU BE 3/16'" IN PERI~ETER W~ lrD \ SHI" AS REQ'D' DlAMDER, CAULK r (SEE ~DTES) E H ANCHOR INSTAUATlON lNS"'RUCTiONS 10) WOOO SCREWS SHALL MEET ANSI B1B.6,1 DIMENSIONAL REQUIREMENTS BY O"'ERS I I (BUCK 11) IFWOOOTENOSTOSPUT. PRE-SORE HOLES AS FOU.OWS, #8WOOO '~,H I ~E!GH') GENERAL: SCREW - ;/B" DIA. PILOT HOLE &. #10 WOOD SCREW - 9(64" D1A. PILOT HOLE (,,\llNDD'~ ~ -l, [D I GO T p~ ;). 6) NAIL ATIACH"ENT OF NON-STRUCTUIW.. ONE BY auc~ 1$ 4' ',O,~ EACH CCRNER ANO (NATIONAL DESIGN SPECiFICATJON FOP WOOD CONS1"RUCTlON) HEl:iHn '- c~~~c~ r~A~E:; ~ 8" ON CENTER L,SE A hARDENeD 'T-NAIl.." 'N'fP-1 A C,C97" DW1E~E.:o: AJ.D t 3/9" LENG:H oLASS CTYP) if-;; ~ ~ ~[~DER I (5;8" EMBEDMENT'), A HARDENED '~,ASON!<.Y NAlL' 'NTTH A D ~oOS DIA,"€'ER",O) '1>" 3/16' DlA. TAPPER CONCRETE SCREW (WITH NO:.c-STRUCTlJRAL ONE BY I (SEE ~O-ES) l'fn ' ~ CENGTH (3/4' EMBEO"ENT') OR EQUlVA..ENT WOOD BUCK): , I I ....J I D-. CNE BY \JDOD J:kJCK BY C:J'\C,<::~~ JR : '\ ~ CT:--'ERS (~CiE 6 e.. 7> \ ~~' AS':\~'" SPDH~G 12) WHERE WINDOW IS INSTALLED IN MASONRY OPENING i,.yrrH A i 1 _ 3'N __ \~ SY "-";:'IS ~ON-STRUCTVRAL ONE BY wooo BUCK (NOTE n JSE A 3(16'" DlA, TAPPER I IL ~l ~rG:D V.NYl (BvC~ w'l:J"I":-\)1I4' SH~0\ --~-:..;(4:,"l~~~ ~~C~~6~~~f~R~~~~~ri~~~TlT.""i TOACH!E\/E~1~. Er-18EDMENTOFl-1;4<O I PERi~(TER '- GLAZING 3E~D FLANGE TY~E SPAOE "AX 1 1\ .... -, 1- 13) SEE SHEET 2 FOR TAPPER INSTALLATION ANCHOR ..OCATJON CHART, lETTER IBY O~AH~LRKS \:' II F~-AY~G)C TYPe- ',.I[NDO',.t rRJ~',~E:B ~$"'{:(HSC~_S "Ro~,~'~?). ~ i, \\ ...., > :;JESIGNATlQN$ ON THE 1 APPER LOCATION CHARi I~:)lCATE WHERE 7APPER - ~ c ,,~ _ M" -' -' CONCRETE SCREWS ARE 10 BE lNSTAllEO WHEN USI'iG ,HE EXITRlOR \lIND~V cRA.~( lNS~ALLATlO' ANCHQ, ' ! ELEVATION ASA KEY, S!LL 3/16' D;A,,,~!'. ?P,t,,_R) ~ I" L" r: :4) ,APPEll. (RAWL) CONCRETE SCREW MANUfAC11JRED BY POWERS FASTENING. .'- C . I' v INC, WILL aE USED, TAPCON (by ElCD TEXTRON I~C.: OR mEN (by smPSON I " r:::::::.--=:=::== RlG:D "./I~YL ~ ~ - ST1l0NG-TlE) CAN ae SUBsmlJ1ED W1TH THE FOLLOWING UMITATlONS FOR - ~ j ---~ G._AZ1',G BEAD 11 ~ 1 ~ - mE HOR!ZC~TAL SUDING WINDOW SIZE 024, D24S, D2S ANa D26: "( GLASS (FP) '1111 a) INSTALL T'NO ADDmONAL fASTENERS IN HEAD OVER CHART ~ I (SEE ,NOTES) ~\ r Y I', !:k\:/ \ REQUIREMENTS AT LOCATIONS A AND ~. CAULK BETVEEN ~ j 'I ' 'I: ' \ 0 15) ALL REMAiNING FACTORY APPUED INSTALLATION FASTENER HOlES ~01 'NINDO... FI.A.%E I 'I I Ii' " USED FOR TAPPER CONCRETE SCREW INSTALLATiON SHOULD BE FILLED WITH #e ~ PR[CAST SILl. ~ ii' WOOD SCREWS Of SUFFICIENT LT1-1, ~O PROVIDE MIN, 5/8 IN EMBEDME~1 INTO AD~{~~lEK~~u~~ PRECAS; SILL j SFCTION A-A CAuLK BETV:E~N --====== I:I'~ \ WOOOBUCK. DR t,PPROVED EQL BY OTHE,S ".'INDO',! 'l.ANG[ --------- ------ r ~ #10 WOOD S<:REW (WITH 5TRUcruRAL TWO BY WOOD BUCK): [ ''II, \tI ~ '.000 BUCK ~,p ^ ....._ --I P(R[~E;ER 16) WHERE WINDOW IS INS;ALLED r~ M,ASONRY OPENING WITrl A STRUClIJRAL ,..." I CAULK STUCCO TWO BY WOOO BUCK, USE #10 WOOO SCREWS (ANSI 3186 1) Of SUfFJOENT ABC D i BY OTcERS ,~u BY O-HERS ,.' _ . ,_ LENGTH TO ACHIEVE 1-3/B" MIN, EMBEDMEN1 iNTO THE TWO BY WOOD BUCK, TE I I I,'! I . A < 3 T EN 17) #10 WOQi) SCREWS SHAlL3E INSTAUED AT ALL FACTORY APPUED E 1:1 I': +l F ~'~:NJQ'<I '.:nTH) 00-< ~r',-;' 3U~K.~ INSTALLATION FASTENER HOlE LOCATIONS. TT '....-::' Ii,.. SECTIO N ";:S'~ CPE~ING 18) WOOD SCREWS SHALL NOT BE USED TO FASTEN A5SEMBLY1~TO THEEND I / ~ .' GRAIN Of WOOD, ,SEE SHeET 2 FOR CONTINUA DON OF NOTES] l;/i.!I'h'~u n:l, , $ # Ih ~~ :'~.~:ft.~/~,,;.. B-B E' C-"i:,S " ~ r 11'.'1 ! . / ~.., ',t;.~,W~"'f,~~,'.': REV! DESCRIPTlO~ DATE 11:\! FLORIDA ~ 'B ~~ '.:.:1\'~'/".'_J'," ~*'___.'~__,,_'.:_.~ BIICORREC':ED NP-O ~8TE:' "llsl"'3lR 'A I ,::5 1,1: o~ ~_._....~-- 4&ci6ANOCHA\i(;[O'''' "-Ii..... I I ' ~ ~ ~ '1~1 lv' tl4f?~ ~Z3 ,'\..'J 1 L.OCATION ON A,"4C...O:tS : ~ ! r i : i ++ J -., :J ' " ., ~ I ~I~H~' 3, 20 ANJ 3C : i --L- I ~ ~ " 'i::',:,,_.,.., ,,:''>.''. . .:~,',~~{?' ,: C Rf'\."S:<:D 'V07~ ) $ ., EI tVATION A.----.J ~~ ~.'~"f!(>~~.__,,~." j~bg(L~~t;'5'tT.;;'g:2m/D3iR.JA VIEWED FRO,1,i EXTERIOR.", i ONE ay 8UCK CALL-')C.-. i ANCHOR INSTALLATION INSTRUCTIONS (CONT) 1000 SH _ r1 x 2 x 1/8 l:OO S.H,...... r1 x 2 :( j/8 JAM) Oi":P) \ ..-~ TlB( MULLION "AMB CYP) \ "'UBE I~ULLlCN ~I I ~ _.. x :/2 SElr ~' ~l r:. .a x 1/2 SfeF ~ ,I 11 ~ ":"APPING SIo4$ "TAPP1NG SMS ~ ;~ tC I I' ,6.--' 1 , '",C'_COTlCN "'(~ -------', 'I ' :' i I II 'II _______1!-oiTE,NAL CLiP I I ,i;~ Ii : U : r.....- 48 x l/c SELr : i I ......~ 'Apol'G S,"S I .....; k 1X DR 2X "ULL (TP) ,~ j \ ::OJ SECTIO'i a 0 11' jll r [NS-AlLA"lCN ......Cf.lOR II I i I J:/H;' D:A. TA.PCCN ! I ,U ! SCRE.... ~NC"'OR ,~YP) . II 1 rS1L.L 2L1P ~7~ -1. .J I '1 1/4' ~.lN. 'Q ''Q ~HEN~ "'-- P~ECAsr Sf...\- III OTi-it:RS I AUX'UARY ~ (FeR AllDP1CN.AL. ANCr<ClRS. VI-EN RE~j.llR'(D' GENERAL (CONT); ~ , CC ~;,>1 \ ", St:AlAN"T BC""Et~ "L- "'1NDOV "L ANGt"'S \ " j,\lA.J...:~N - IJ8 X I-I/Z SEU" i Ai'PtNG SMS i~ ;7l '" j SEAl-ANT SETVE(N "'l..- "'I~!1C\J "L,ANGEl So MUlLU::N ~e x ~-1/2 SrLF" :- tiPPING S!A:S SECTION A-A ( 1 ; ~ x 2 i 116 x liS "UIlE: ~UL1-lCN SECTION A A (2) ,- 1 X 2 7 16 X 3/8 1000 SHJjJ!TUBE fo1l..LUON "AMi (TY?) '8 X 1.'2 SEC' II r- IS x lj~ SELF 1APP[~G SMS iAPPINCi SMS HlC(l SH., ",AM! <TYP) , rr=~ ~ I : f:- = 1 '!11 ~ ~ ~ !:; 'S X H/2 SEL'..':, TAPPING SJ-lS S~""LANi BE'T'",r:(N VlNDC\oI Fl..ANG!S , MULLION SECT'ON A-A (7) WM....L-\.. ~ I ---' "\ '" f Se;Al..'*i B( NEtN \. ""L ~tAlANT :ilPltlSEN \ '-L- \J1NDC.... rLANOE:S ::~~ft:"rc~""ANGts "'- 119 X 1-1/~ i'\SUfC~CN It-S X 1-1/2 SEL' i APP;NG $MS .. APP;NG S-MS ';;EC"ON A-A (31 SECT'ON A-A (4) ~L:X4xl/a rlX4X3/S r.=:r 1 TCBE MULUON ~ TUBE "'JLLlON , " inl ~ i I I JA"~O?T;pM, -\ 1 II JA"~O?T;p~l! I I , ~i~ ~B x 1/2 SELF ff ir.ij8 X LIe SELF' ---;, , TAPPING SMS 1 APPING SMS ~ '!~ ~I In \ ~ I~ , I, r A I ~S SELF TAPPING.../' ....-< SMS (TY?) '- J!.Uall.J illYAI!Q;;l viEWED FROM EXTERIOR !1!~!g '.:!I~l.t6t)fl~ I<co'i~ ~.~ '." I. ~ oE 8 '" ,'. '.j, ~lO ~..J " :~ OLZ :-/ < ::, . ,! ,', ~ l , t:, ;J1 .'C ,- r- $(Pl.ANT 3ET\.((tN 'L 'l.It~DC'" F'~ANG(S &. MUlLlCN 48 X H/2 SELF - 4PP;'U SHS SECTION A A (6) cc; ?1 \ ", stAlANT S(T\lHN \ "L- \(lNDC'J ~LANG(S \ &. MULLlCN \- itS x I-V2 stLF r APP rNG SJoiS SECT,ON A A (5) EXTRUDERS INTERNATIONAL. INC , 2540 JEWETT UL~E CERTIfXO^,E OF .UTHORIZAnON ND 923S SAc'lFORD, FLORlDA TITLE, INSTALLATION DE";"AIL_ WI TAPPERS HORZ. SLIDING FLANGE WINDOW - SERIES 1000 DRAWN BY: BB APPROYED BY' R~A DATE: IO'/19/03"SCALE:: NTS ,D'IIG: FLEXOC20 SHEET 1 OF 2 J~H~O~T;P~) 'I r 1 X 2' X 3/8 TU~e: HULLION !GOO S,H'i r ~ x 2 x 1/6 JAMB (i"'P.) \ ~ Ti.,:BE ~ULLlLJN ? ~ liS X 1/2 seLF it II ../ 1 FoP?li'iG 5MS = h<= "it l i ~ siB X lie SELF i APPING SMS ~ , -1'2..'._ ~ <?l \\,-"''' SEALANT lIETVE:E:N '- ..INDOV .':?Akt .. .""LJlLlDN de x l-I/2 SEU" TAPPING SMS S'-OTION A-A ( 1) r t x e 71:6 x 1/e ~A;iC?T3:) -\ 14'11: NULLlCN JA"~O?T';:; , ll.~ #3 X ,/2 SELF T P,PPlNG $M$ ~ I ....-.I'D.. \ I S~A(.....fI;T llE:I\o1(';:N W'tNllCY FRAi"t ~ l48 x 1_1/2S, S~U,-L~iON "; APP [NO SMS SEO,ON A A (2) HORIZONTAL SLIDER FRAME (FIN) S'...lEAT..;I'JG -l i ~ r- T,.IJ BY \w'OQD CA~LK BETwEEN BY O"HERS ~~:;; 'I( BY eTHERS \lINDO\l F!~ ~ ----..... ~. w" , $rlEAT-H~G ---........ ':'111-3~ I I INS"~Ll.AnON ANCHOR ~ \ v, i <s '<100:1 seRE'" SHC'.N '----1"---..:; I \1 V\ S-UCro OR I l SID:~G BY ______~ '[Pill '\] o HERS 71 i:1ijl ilJ~~: PERi~ETER if===='!; CACLK ! II II BY 8THERS i ;~ !1" CCW~ me; rrpl j t~~~~5T~~~D (SEE ~OTES) ~ " ; I; 0\;'D6~[FRAME ! I : I HE A ~E R " I Ii I" i! : I Iii ~~lS F" nPE .~ 1111n/ '.'I~DO'''' FRAME I II c:::J1 SIL_ 11!1 . 'I: II I LHARBLE SIl.,- '-----,n1 STOOL BY PER:~~~E~ ~:I ~.. ,,"HERS BY O-HERS "L 'I >~ ,/4' SH:M t ~ ~ iSPAC( ",AX -I: --.L. INS"ALLAT!O~ A'iCHOR , ITn!~ \ ! #8 "'DaD SCRE'" SHO'NN ~ ,if II L SHIM AS~~EQ'D S;:D~~g ~~--r-~YI:~~"") \ (SEE NO'~S) eTHERS ~ I' ~:> I ~ -,1 t;.i(, CAULK BETw[E~ I G ~ \ ~ ~\."t.. , "" ,g/~;.' ~w1~~~~H~~8 SHEA-H..NG ----1 ~ ~ t; -- \ ~: ,l:~,/~,"'~,.~.-'~'t~~,:~~_'<.., , BY OTHERS - ~ BTVO BY '.OOD ~ a:li ' , I 'If ~~ ,. . ~ ~ BY OTHERS ~ g \jS~~:_~~ Q:'i~z1iJj:.'3~ SEC~ION A-A f;;~ ',,';~;/~'~fI\~f ,,~P ~~ '.,~,t'b:~I1M....t,\:t .,,'......,.. / I. X e 7/16 x 3/9 ~ TUa€: ""vLUON ,~ ~ ~' ll':: '\ ..........-sl:ALANT BET'ItC:E.N V.N!lC\J r:"ANGES , MULL lCN r. \fa;( l/e S(LF . APP!NG S"S ~ \ r , . 'DTH -" ~ 114' ~AX, - ..INJC\I., -~i SH,M SPACE CAULK BET\lEE~ I ' T"'O BY '.'000 ~" / \lINDOw FIN 1- \,I~~DL'.' 'NIJ~H --I BY J,HERS '; I ~ SHEA.Hi~G " ""~~ SH,~ AS REJ'J ;', ~\ ~ ~ (S[E NOTES) I' i' i I 6u~ I \ ' --t, :ia:wr' I .,' I i j ""W, i , ( I i ;j, A~ i .. ,<<"== I . 1// ,. M1N. II ,- · -- -~ '. ~' EHBEDMENT '<lINDOV ~~ d, /' /' /l~ C?"~~LY i . ~n: L 1;/ I ,~;:i~, CJ I IL ANC~OR A S. "AxJ)1 L SPACING ~~'i?) Ie / (SEE BEcS\oi) 6' "AX CTYP)--/- oc~ZiNG C1YP) PERIMETER I SEE NOTES) CAUL< I SH(AT-'ING E! FVAT'ON / BY OTHERS / BY CT~ERS viE:'iiEJ FROM EX"ERiO,R ':~ TY?E ..1~DO\l STUCCO DR I H'AD SI' ~ JA.~]J ~NCHCR SPAC;~o 'RA."E JAHB - SIDING BY I "STALLATION ANCHCR Q-:"HERS ~ #8 \lOaD SCRE'" SHOV~ ~ \ ""- SEAlANT B(:i"Ei:N '--- ',.ItNDCIi "'-RA~( ~ lie x 1-;/2 "S;~~LION 'f APP!NG SMS SECTION A A (5) ! If ::07 ~ I St:.Al"NT BET'w'EtN "----- '....INDCI"f FRAME L "9 ;( 1.-1/2 So ;r"t~:ON T Ail'PtNG $MS SEC;!ON A A (4) ~t: PI \_ .....LS~ALANT 3ET'''E:EN "--- >lrNDC\of 'RA/.lE: , ~ULLlCN - ~a x 1-;/2 selF TAPPiNG $M$ SECTION A-A (3) 1:*9 x 1-1/2 S'EU- ~." T APP ING SI-1S 1/4' "AX r SHI~ S?oCE SECTION A-A (7) l!tUlLL.. \n, 1 X 4 x 3/B T L'3( "1Ul L..lON 1 X 4 X \18 Tt:B( ~1ULllON I@ I/'/ r I ... Ii \Coo S.h.~ I JM'B mpj i r==r Fii: i ! I , r,S x l/~ SELF "~PP!NG SJolS : I I I "A/>!~C~T;:;--"1 I r~.a x l/~ SELF = / TAPP:"lG SIolS .~ I I , I,,] ;::;3 ie: ~ ~ ~ :,y"Nr"')il'l !~ ~..J~ 'CO:r.: I...i... I~CO.;~ c c it~ g~ j~ 0c: 'S SELF' 1 AP?lNG.../' ....-< SHS (TyP) '- l2ELW-ll ~ VIEWED FROM EXTERIOR . If , ~ ~'11:''''';'.::';>' :~:~~~l " .~~~{ '. .' ;'" .. .: .' , ,- .,.:' , <, ~ ". '\:;...:.....,:.. :>," '1i. 1;;\ '" , \~\ ';)f \:' StAL.Ai-OT B[T\VE:E~ ~ 'd'rNIlQI"I rRA!oI( &. "'ULlWN itS X 1.-:/2 SELF T APPI~G S~1S SECTION A-A (6) '\lINDO'~ HEIG....r '.'000 SCR['. 24' 0 C ~AX - TO 70 psc ~ p SECTION B-B ~A:_, 7' C C ,".AX, - 46 ?SF TO 7D ?S. : ~ ~~AL, :0" C C t-iAX - TCJ 45 P$'" :: D IMPORTANT INFORMATION &. GENERAL NOTES TC.ese rotes are D'O "ded to ensure proper irsta!l.tion of F!orida Extruders Milestone products and must be followed fclly, GENERAlINSTA'_LA TION INSTRUCTIONS 1) SHIM AS REQ Cl U EACH INS7ALLATION ANCHOR WITH LOAD BEARING SHlM. 'lAX, ALLOWABLE SHIM STACK TO BE l!4 APPLY A BEAD OF VULKEM 116 ADHESIVE CAULK OR APPROVEO EQUAL AT THE FAS"ENER COCA'10'i P!ZlOR TO ;NSERTING THE SHIM TO ADHERE THE SHIM TO THE SUBSl'AATE AND/OR W1NOO'il F"AME. RJLL BEARING BEl'NEEN THE SHIM. SUBSTRATE AND WINDOW FRAME ARE REQUIRED, 2) USE SIUCO(o,CZED ACRYUC CAULK BEHIND WINDOW FIN AT HEAD. SILL & JA~lBS, 3) ~SE SIUCO'HZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINClOW FRAME, 4) WINClOW FRA>1E ~A1ERIAL: ALUMINUM ALLOY 6063, [SEE SHEET 2 FOR CO'iTlNUATION OF NOTES] REVI DESCRIPTIO~ DATE I Ii'll B 1~~\S~fo~~-E~~N!O-c ~)/: le3 i R J A IUSE AOH€SM: CAUL ~ ; AT SHr,~.A I~OCATO~~-t- c: iR€V6ED NO':"E 5 :'?I'r'\/'I3; R 'A iR(V1SC:O NO"C: 6 A.'i8 ,- - . '" .... r I '--' ilZ~iR~:~tEKECT ~i,A"_ FLORIDA EXTRUDERS I11~~N~i~f~\.~~ CERT1FlCAff 0' AUT"ORIZAT'ON '0, 9235 SAc\iFORD FLORlDA TITLE: I!-oiSTALLATION DETAIL \i/ll8 SCREWS 0.1< !-oiAILS HORZ SLIDING FIN WINDOW - S~RIES 100C DRA~ BY, BE I APPROVED BY: RJA DATE: 12/ le/03 !SCALE: N, T, S 'DWG,: Fl.EX0028 SHEET 1 OF 0' DETAIL C r taoo ? w /DES1GNER r ~:co ~ ',/ IDC$:GNER TI I SlL.L (fY?) I SkL. (';'YP) i /r '9 X 3;' sa, ~I ~~a x )/' SELF ! II ""APPING $M$ i TAPPING SM'$ L i_ 1""1111 '"II ~ I~I . .J/ II' r J x 2 x ua n 1 'X: 2 x 318 If -,1' TL,E N'JLLlS' /' ("~ I 'U'E "UL,_,CN l i~~ ~1;~~~;~t~~~n~\ i~' , \ -0::: t=I St.ALANT SC'vo't'::Nl r , i ~ ,_ eo :J~ee~lC~lAN(iES '- ~cco $.H. ~:P~IN3G 4s;p.r \_ ~jCO S H. ~~P~IN3G 4sJSt.L "'(AD CTYP) h(AD (TYP) S;EALANi B(~\,I'E:E::.'" ~l~~~~iD~LANGE:S SECTION A-A ( 1 ! \' \ _ (>jULl ION ALXll'ARY PlATE I '" """"'1 "'C~"'I><:. ~Q<I""~" ' ~II 0--0 1 -- I I :! ~~-.J~;.j-," ! i I i I~ --t I i I APPUES TO HEAD'" S'LL WHERE l' x 4" & 2" X 4." "USE: MU'-..1I0,~S ARE l,SfD -1 ~ \ 11-~- rSHEAT~ING 111 ~ ~ !NS~ALL"'-IJN ANCHO~ itS ,",COD ..JJ./ SCR'E1o' \~lO) 'iT Ii ~ I~ i ilJQ BY VODD ' I ' I SuCK B' OTHERS ! I 1/ i\ i il - c,.; ID(SrGN~ ~ /r(:~:~,.J6\;~lf I 1 1m it I ill~>~~ ~ ': r.2 x " x 3/8 r",L H 3 ~l!' '" Ii / TUBE "U1..LlON 'J "'/ '-.t- ; r. I I i II ll/6. M'N I! ~ I J I I---! f- ENI;~ E= [ -1 vlEwe:o ffiOM EXTERIOR laP I ;)CT"JI Q AJ'(>U:S TO "OD &: SIll.. NHERE 1" X z" ~ - I' ~ & t" X 2 7/'1i" 'T'""SE ~UlUCN$ ME: iJSE.D ""'~r?" \ ~#e x 3/4 SE:Lr I \(~_Jt\.. I ~^'-.LAlIQfol "~C..OP TAPPING SI'lS I ~e "'000 selic.... \- :;;00 $.H. SECTION A-A (7) I '--(:;;~z. :LJP i"'EPD (T1?' I 'II J 1,_. 1/.' '''', 'H~'jne A. 8lQck, ~ E I . ".... 6:~~m~('~w~L 2734 7 ~ 1 I r ~i'lB~ll:"f.:N' F, C:c.",. ".. 52S8J rl FLORIDA EXTRUDERS ~x~~o~~Ro~g'I lNTERNA TlONAL. mc ' IrrrLE.SER 1000/1500 FIN SHEET 1 OF 2 I HORIZO~TAL MULLIO!-oi S[CTIO~S ,;0 ;~ ..;,i; . IX OR 2X ~l'_L ~- EXTERNAL MLUICN I :i'<'S"iAlLATICN CU? 2,,"? , I' I'i. S~CTlON A-A (2) ~ !,~,:7T1 I ~ i JI f l it r 1;00 P 'tI /D(SrGN(R ;- ?' ow /DtSrGNt~ SIlL O'j'?) I CTY?) / tt9 X 3/4 SEJ / r-It$ X 3/4 SE:L> ~L / l'APPING rl x .2 7,,:S ;( 1/8 i: pAPPING r I x 2 "I/~6 x Jf 'IiI fi I .. "BE .~ULllON i!~, I il.Be: '1ULl;JN /I", li /1. \ I l ~g.,~~ ffli S~AI..A~' lltr....t~1'< , ( , I ''''';/'ll)CW :;"...A.'ocS' , 'V.~DC./ C'LAN(j(~ '~~ dt i"lI)Ll'ON _ '------ " f-iUlllCN L_~ I , _J I L_L . \ 'S X )/, SELf r ,. X 3/' SE' "---- 1000 $.;..:. TAPP1NG $.I<lS '---. \OOQ S H. TAPP;NG S~S HEAD (TV?) f'('-'D (TY?) ~1~~~~',t~~~n~ .srC'7"ION A-L.QJ ~C,ION A-A (4) t. I-iULLlCN r 10DO P W'jDESIGNER S~~.LA~T }[T""((N I P,,y'.I:)ES1GN(R I Sill (T'r'P) t~BE~o~L.ANGELl I <TYP) ~ /148 X 3/4 SE:...r /"e X ),4 SELF" "T APP:.'4G Sr-o$ I ilL T AP?!NG SM$ r) X 4 x 4/8 ' r 1 x 4 x 3/8 rJLlI!~1 'caE NCLUON i .I1"'I,j '" II TUBE NcLLieN \ .11 011 I' L' I: "Rh '---11~11 II I_~ i, ~"'- 'S X 3/' SEC' I, "'- 'S X 3 . SELr \.............. ,';00 Sri. TAPPtr-.G S:HS ~ l(;QO $H. iA;>P:NG S!'IS f.l(AD (TY?.> rl[AD (TY~) 2f:CTIO!-oi A-A (5) SECTiON A-A (6) FO, SECTION SECTION A-A (4,) JDOl;: !;.~. 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I ~ W ,... f- ~ ~ Z · I- w Z l] 0 o Ul o o ~ Ui~~ 0 L..;..J!-U)W:J oz(/)::::!<t O-I> ~~t::~(/) <t",wo::~ Q"-; !;to 0 Zo::ooo :;:owwU < u..o I ~ t:; 0:: f-W~ 0:::J0::(/)~ r,2;; F!O 0:: ~~~~G (j) Z o (j) > W c::: w o 2: o >-8:z Zf-O_ <Z ZW~ -Ul> OZ- WOO ~UC3 OZ- OWa:: a::1-0 o...t::u:: wO::-J 0::3< wwO::: COIl- I-l-rE 01-<.,,) Z::) >-On.: <tIO:: 2:t::0 Z3U ::iffi~ o...ZO (/)ZI -<Ul ~2::;) en -.J - <( I- llJ o I- o z l- I <..? c::: >- 0... o o 8-14 0- 0:: o U w 2 o I (/) ::) (Y') o o N @) LAST PLOT DATE October 11, 2004 WINDOW INSTALLATION INSTRUCTIONS (MILESTONE) CAULk BETwEEN INSTALLATION ANCHOR 7 INSTALLATION ANCHOR wOOD BUCK 8< 3/16" DIA. TAPPER #8 \..IOOD SCRE\.! (TYP. \.,IHERE MAS'Y. OPENING (NOTE 17) T APPER$ ARE NOT BY OTHERS CONCRETE DR ONE BY \-.fOOD REQ'D. - i'JOTE 22) MASONRY OPENING BliCK BY OTHERS & 12) DOOR FLANGE SHIM AS /' I !B~ 8< wOOD BUCK REQ'D ~ (SEE PERI10ETER { . NOTES) r OTHERS 'V EHBEDHENT . . b . , --- f----. ~ ~ i - ~\-~ ___ 1--- ~ I STUCCO ~ BY OTHERS I ~ Ilii ~ r "JI . --- -1/4' MAX SHIM SPACE I I 1 1/4' MIN. .......-- -IE MBE DMENT I . [:, lONE BY wOOD . /- BUCK BY OTHERS / (NOTE 11 &, 122\ .~~ ~ ~ SLIDING GLASS '" \ CAULK BETwEEN DOOR FR. AME \ JAMB <J V- \"/ODD BUCK &, r 1/4' MAX. it"""---I MAS'Y, OPENING ~ b~ ~ BY OTHERS .::,HIM SPACE ='>I.... SHIM AS REQ'D, ~ d~ u I ~~' i (SEE NOTES) ! ~ ;~ 1I1 \~ INSTALLATION ANCHOR ] 3/16' DIA. TAPPER (I'1DTE _ TEMPERED GLASS " i <:J ~CAULK BET'w'EEN CTYP) ~'DOOR FLANGE ~' 8< wOOD BUCK PERIMETER _____."...~. ). CAULK BY ~\ CONCRETE CR OTHERS . ..... \_- MASONRY OPENH~G _~ SG.D, wIDTH _ BY OTHERS STUCCO BY OTHERS INSTALLATION ANCHOR #8 SCREw wOOD (TYP, VHERE TAPPERS ARE NOT REQ'D. - NOTE 22) L SLIDING GLASS DgOR FRAME ! Hc-AD , I SECTION A-A 1 & CAULKING AT FASTENER HOLES REQUIRED <SEE NOTE 2). -'\ SLIDING GLASS DOOR FRAME ..... SILL i'---' & I 1/4' NAX SHIM SPACE] ! , Y - ~!r \> t ~ I .t> <$ , '- TEMPERED GLASS CTYP) V' DOOR HEIGHT CAULKING &, REQUIRED (SEE NOTE 7 ~v4- lif 1/2'.0 b. E:BE~:,:J 1-1/4' MIN. m '-'> l futl I 1 \ ~ INSTALLATION ANCHOR ~ #8 \.IOOD SCREw ,.,.{ IPLASTIC ANCHOR (TYP. IJHERE ~ TAPPERS ARE NOT REQ'D. ill SEE NOTE 22> LlBERAlL Y APPL Y CAULkING UNDER SILL OR SET SILL IN BED OF CONCRETE (SEE t-lDTE 2), SHIM AS REQUIRED (SEE NOTE 1>. tl .t> \>1 \ L l INSTALLATION ANCHOR 3/16" DIA TAPPER (NOTE 1'7) CONCRETE CR MASONRY OFEI'>lING BY OTHERS INSTALLATION ANCHOR #8 wOOD SCREw (NOTE 21) STUCCO DR SIDING BY OTHERS PERIMETER ~ CAULK BY OTHERS ~~ iT11f \ ~ , 1-118' MIN.- ~ Ei"BEDMENT I ~ l SLIDING GLASS DOOR FRAME HEAD ',,-- TEMPERED GLASS CfYP.> n DOOR HEIGHT & I &1 CAULKING AT FASTENER HOLES REQUIRED (SEE NOTE 2), CAULf<ING REQUIRED _"""'/ (SEE NOTE 2) SLIDING GLASS DOOR FRAME SILL '= r---- \ I 11'~ ~r II,' i t>.l, '" ~ t \) INSTALLATION ANCHOR lI8 'JODD SCR.E'W \OllPlASTIC I L ANCHOR (TYP. wHERE INST ALLA TIm~ M,JCHOR TAPPERS ARE NOT REQ'D. 3/16' DIA TAPPER & SEE NOTE 20) - (NOTE 15) ll~ERALL Y APPLY CAULkING ~ CONCRETE OR UNDER SILL OR SET SILL IN - MASONRY OPEi'HNG BED OF CONCRETE (SEE NOTE 2), BY OTHERS SHIM AS REQUIRED <SEE NOTE 1), & r(]~r~ l t EMBEDMENT t>. 1-114' MIN. 1/4' MAX] SHIM SPACE t '" ~~ \;> tl f o C> \> b, SECTION A-A MASONRY INSTALLATION & 2X4) 2X6, DR 2X8 'w'OOD ~ BY OTHERS (NOTE 6) CONCRETE OR ~ ~ MASONRY OPENING ~~ BY OTHERS 'I \ \ \ (\ SECTION B-B INSTALLATION ANCHOR #8 \.;OOD SCRE\./ CTYP) \ (NOTE 23) (ANCHORS SHOwN IN $AHE PLANE FOR CLARITY ONLY HOOK STRIP ANCHOR HOLES SPACED 2' APART ON1 1/8' MIN':"" OPPOSITE F'LANGES) \ - /"\ t EH~f;~.~NT <J"'",,\ SLIDING GLASS DOOR -" 1.! _ \ L1 Ll L" HOOK STRIP "" ~. <J r i)/) ~ L ~~~l ~~ug~SERS SLIDING GLASS DOOR INTERLOCK HOOK STRIP DET AIL IMPORTANT INFORMATION & GENERAL NOTES Ll CAULK BET\..IEEN HOOK STRIP g, 'w'OOD BUCK TEMPERED CTYP'> UJ U I- o Z UJ '-' ~ o fr UJ 0:: <t: :J a C/) w ~ 1.1-~0:: woo::1r f- 1.1- ~W"",f- Oo<::Z ;?;-O:) x~o::o o:)l.1-u O::ozu &~~:: ~o<(o wO::f-z O::l.1-w ~zo::o OW~O w::!:::(/)o f-~ZZ gwQ~ oo::(/)w ~Z2 ~(/)w~z ~z~B:o ~Qooi= o(/) 0:: f-c) ozo~- l.L.wCi:uct w;?;woo.. o::of--l-< ~ zco-l :)-l- -l o-l .o::~ '^ ~ (/) 0 ~ ~, 0:: -" '- -lW-"O -l>~zo:: -<o>~o ~~-l ~Il' cn~~ ~ C=:J 0 ~.~ ~ ~ <( OJ ~~~~ I tJ) ~ i!S cnC'ao..~ ,.\ C 0 z ~'On~ g ca.- -:5 -.J .. tJ) 5:: co <( OQ)w 0:: "C U f- E ~ '~ ~f- ~ .. ~v (/) w ~~. ~8~~ t:-+' ~""'G) w ~ 01.1- ~C'oI ('I')<::t z('l') ('1')0 . .=""-." (t) -< -l ('I') ('I') ~ 0::1.1- C'oIC'oI ~ o~'oo ~r-- u;~gsgs ~~ Ll-l l1) 0 r-:. r-:. <::to.. 00 J:J ~ 0'>-< <::t"t w ~ (J I Z 00 f-.(/) ~ ~ ~ ~ z w ~ I.Q,,-\ IA zOo:: N I.Q v, ~Di=8 O,,-\'lt: z ffiz~u wS!2l:8Li 0 1,U~~<.::l II'll:. f:: ~(/)-z f-f-...ILlJ ::J l? 0::: Sj i3 0:: 1.1- U. l1. ...J zWo..-l oOu.iz 0 Wt::)(/):s~l.1-zo..LlJ II) wZ(/)cozoo ~Q I::JZwQWi=zo::: Z t:~:S~~~6==a g o c:( 0.. I Gi 173 0.. g . v, f-W~f-O::o-l""'""' ~ (J)~-.- -<.......1.... woO:::?:o('l')za::..:LlJ ... ClJw::J ~::J.....cc..... W-lf->-oOf-...I:C C IS:OcrC'.JWuo::o ~ l-o@~2=z@~i 0 oZl-o-Qf-DD ...J 1-::!:::(/)u3:(/)(/) L&. These notes are provided to ensure proper installation of Florida Extruders Milestone products and must be followed fully. GENERAL INSTALLATION INSTRUCTIONS Al I I 1&\ rh BIB ! & 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH lOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4", LOAD BEARING SHIM AT SILL MUST BE PRESSURE TREATED WOOD OR PLASTIC AND MUST BE COMPLETELY ENCAPSULATED IN CAULKiNG OR SET INTO WET CONCRETE. 2) USE 5ILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD & JAMBS, LlBERALL Y APPLY SILlCONiZED ACRYUC CAULKING UNDER SILL OR SET SILL IN BED OF WET CONCRETE. CAULK BETVl/fEN BACK CORNER OF SILL RISER AND CONCRETE. CAULK ALL FASTENER HOLES PRlOR TO INSTALLING FASTENER AND AROUND HEAD AFTER INSTA.LLATION. 3) USE SIUCONIZED ACRYLIC CAULK fOR PERIMETER SEAL AROUND EXTERlOR OF DOOR AND BETWEEN HOOK STRIP & BUCK FOR POCKET DOORS. 4) JAMB AND SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER. 5) DOOR FRAt1E MATERIAL: ALU~-1INUM ALLOY 6063, 6) lWO BY WOOD BUCK AND/OR FRAMING AT THE HooKSTRIP TO BE SECURELY FASTENED TO TRANSFER THE LOAD TO THE MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE PER FBC, SECTION 1707.4.42 AND THE ENGINEER OF RECORD'S DETAILS. 7) FLORlDA EXTRUDERS 1000 SERIES SUDING GLASS DOOR IS SHOWN. HilS 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 CONFIGURA nONS ARE AS LISTED ON THE ANCHOR INSTALLATION CHART. ;# ;# & ! A..-J EXTERIOR ELEVAT1m,l 2 PANEL DOOR SHOwN (SEE NOTES 8, 9 3. 10) N . "~ '.w "- cq: 0' ')) 0 :;,Z O::W Oil? ~Q ,() -':J .....w [;]0.. ~~ __ i'~~/""<{~:;",,:i~. _,' ,~;/ffq ~Jt' All " r ;-.~~);'+t'l:,.... 1::),' // 'j:"" <l-~q. '7.Ji1. \~ :.; ./ .,~ I' ~ ?('''''''''' .".'~'" %' i );' /. -'4 ,~1. "/~ 5-;. 1 }I,' . , ,". "", .;fl <9: ~"'M'" 1.1'i'(', '12'3..f03 ~,\ ,/ ,~:: 1- r4j' ''i'I<,. ,( iC;Y<'~ , <"':~ 'ml" , ,''tJ> y ~J-~ ~~J', ~. $> " t~~ ,( I' ~ ..';It.~ ./' i. ,;,"'1t.t,,~,'~,,'" ~ >; .. '~ -; " .. ~" ?;~ ,~/ " ";'/~J~ff0 ~~\d' ~'(,~ ,,' . ,:;: (:.:?\(I'~"" -', .'\o".,;.,:....,'\< ~ -",-'..'" [SEE SHEET 2 FOR CONTINUATION Of NOTES] REV DESCRIPTION IDATE INI FLORIDJ-\ ExrI'RUDER~ INTERNATIONAL, INC B REVISED NOTES 1 2 :) 6 \. RJA ~-i u 2540 JEWETT LANE 11, 12, ;:;, 16.22:23' &' 12/18/03 cmTIFICATE OF AUTHORIZATION NO 9235 SANFORD FLORIDA ~~ts~g ~~~iE;ND!OR 'I' TITLE: SL_IDING GLASS DOOR 500, 1000 8.: 2000 REFERENCES AND/OR MASONRY INST ALLA TION \.;ITH (\iON-STRUCT URAL ILLUSTRATiONS. RENUM8ERED BUCK A\ID TAPPERS ~IOTES (; TO 10 ,'-NO I REVISED REFERENCES TO DRAWN BY' BB THESE NOTES REVISED ' ~,:::~RE~ ~~R~xX DATE: j? /18/03 I SCALE: NTS APPROVED BY: RJA DWG #: FI EX0021 SHEET 1 or 2 FRAME INSTALLATION -- DOOR wIDTH -...... [_1/4' MAX. SHIM SPACE I 1-1/8 MIN, i--EMBEDMENT SLIDING GLASS I DOOR FRAIv1E \ JAMB 1\ /,1 T\JO BY'w'ODD r BY OTHERS 1:;;,"" (NOTE 6) / .~ SHIM AS REQ{D, -:1: (SEE NOTES) I I 7 ~( ~i=: U HID BY wOOD BY OTHERS (NOTE 6) ~~~ INSTALLATION ANCHOR ~ #8 \.IOOD SCRE\.I (TYP,) ~ \ (NOTE 21) \ (ANCHORS SHO\.lN IN SANE \\ PLANE FOR CLARITY ONLY' HOOK STRIP ANCHOR HOLES I \\ SPACED 2' APART ON OPPOSITE FLANGES) 11/ i 1// /\~dtf~M~~~ I CTYP) SLIDING GLASS DOOR~ . \ HOOK STRIP "'I ' '\ . ~ ,; \ -z,.... ........ ....0 I · ,,>\ ,,~ ~ 3/4' LJ If r ,....... "'<:..... T01PERED ~'- / l- GLASS ';YP7 ~ ~j SHEATHING ~-6~ BY OTHERS ~ ,]I L- SLIDING GLASS DOOR ~ INTERLOCK HOOK STRIP DETAIL I \ \ / / CAULK BET\./EEN IHOOK STRIP & 'w'OOD BUCi< ~ ,/ ~$ L TEMPERED CTYP,) III INSTALLATION ANCHOR #8 \JODD SCREw JL\ (NOTE 21> CAULK BET\.jEEN DOOR FLANGE 8,. SHEATHING MAX cJ GLASS PERIMETER CAULK BY OTHERS ~~., \ ~ SHEA THING BY OTHERS SFCTIDN B- B STUCCO OR SIDING BY OTHERS IMPORTANT INFORMATION & GENERAL NOTES These notes are provided to ensure proper installation of Florida Extruders Milestone produGts and must be followed fully. Al I GENERAL INSTALLATION INSTRUCTIONS ;# ;#. B 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARlNG SHIM. MAX, ALLOWABLE SHIM STACK TO &, BE 1/4". LOAD BEARING SHIM AT SILL MUST BE PRESSURE TREATED WOOD OR PLASTIC AND MUST BE COMPLETELY ENCAPSULATED IN CAULKING OR SET INTO WET CONCRETE. . 2) USE SILlCONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD & JAMBS. UBERALL Y APPLY SILlCONIZED B ACRYUC CAULKING UNDER SILL OR SET SILL IN BED OF WET CONCRETE. CAULK BETWEEN BACK COR.NER OF SILL RISER AND CONCRETE. CAULK ALL FASTENER HOLES PRIOR TO INSTALLING FASTENER AND AROUND HEAD AFTER & INSTALLATION. 3) USE SIUCONIZED ACRYLIC CAULK FDR PERIMETER SEAL AROUND EXTERIOR OF DOOR AND BETWEEN HOOK STRIP & BUCK FOR POCKET DOORS. 4) JAMB AND SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER. 5) DOOR FRAME f'.1ATERlAL: ALUMINUM ALLOY 6063. ,Q 6) TWO BY WOOD BUCK AND/OR FRAMING AT THE HEAD, JAMB AND HOOKSTRIP TO BE SECURELY FASTENED TO ill TRANSFER THE LOAD TO THE WOOD OR APPROVED FRAMING MEMBERS PER FBC, SECTION 1707.4.4.3 AND THE ENGINEER OF RECORD'S DETAILS. I A~ & EXTERIOR ELEVATION 2 PANEL DOOR SHOwN (SEE NOTES 81 9 & 10) --~ N , ({'I wt'.. o:~ 80 ::)z :3~ ~i5 .V -,::J: ffi~ 8:.:; cr.:.... ",/.(/';;~~~~"~".<~' ~~~. ,j-'''' ~~ ,;k~j,ititi~' '. J:" .lj;;'~~~;:,'" ~ y 1; 4- '.~ 1.';;; '.X tWr; (. '. ~ :N.f:?e~.- " <f'~ ;u"i.J (; t ~fi ,(..(. ~"'~.~ tr""~ ",'" \, (J t~/[ 0'J' '; ~ z' ~. " :~ f..- f~..___ i ['" ~ ~.-~t'~,~, $};d) , IkM2 oI.2J ~(;/j. ~ "",, WY% ~./ :~.f .... ~t.w~~~.. ~_ 1"~ i:~ J ':::t,:$'@'A-;;"~;""-i -.. /. ~~~(4<~4Y,.~,'" ~ ~ ;; %,,~'*~~ ~.. ~ :y '" ~ ":~%~;tV1' n'''}'- . ',,"'ff!ff$1~Ji$M ~.' -::.....^ '~ ~'-~~'\..V..:>..; ~ ..:."~~,.-;:~,,.~"~ ISCALK APPROVED BY: RJi\ NTS ;DWG #: FLEX0027 SHT 1 OF 2 [SEE SHEET 2 FOR CONTINUATION OF NOTES] REVI DESCRIPTION DATE INI B FLORIDA EXTRUDERS INTERNATIONAL, INC. 1 f 2540 JEWETT LANE CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD, FLORIDA TITLE: SLIDli\lG GLASS DOOR 500! 1000 & 2000 FRAME II'\iSTALLATION w'ITH #8 SCRE'v/S I REVISED NOTES 1, 2, 3. 6. 1'. 12/18/0'" RJA ! 20, 25 & 30 AND AODED ~ i Ai'<O/OR REVISED RELA"ED I REFER~IC(S AND/OR ILUJSTRA110NS. AOOE0 ~OTE 20 AND REL.A TE:D ILLUSTRAT10NS, RENUMBERED NOTES 6 TO 1 0 &: 2. 1 "0 2. 9 AND REVISED REFERENCES TO TMESE NOTES, REV'StD rAPPERS FOR 90XX 3-PANEL DOORS, DRAWN BY: BB !DATE: 12/18/03 0'> o ('I') C'oI Z o cc Q ...: C9 ~ I- b(/)~ E ~ffi~ ~ -<wI V) I.1-zl- S?('I)l1)G~ ClJOC'olZ .... ~~c;jW5 15 C('I),-lw.9 ~-l~~1- u OI.1-CC::J(3"'" 0 . Clir'-I--tO (/)~Ou~"'" Q.<::t:)I-O) W ""'00::0:::'1- l1)Q.II-WO ~ O)<(o..(/)UZ 0 <::t o o C\I "",- "'" 0 0 Z \.0 0 w - f- Ul :J 0 - ~ > Ul t"- - .- C . t"- O .- I N . <t > lJ' tfl ..J C [I] 0 I - \0 en ~ w M 1.0 0 tl: M t"'- ...J 0 I lL. I ..J M U1 I.L .- .J f- ~ ro <{ U1 a. I ~ W ,... ~ I I- ~ Z . I- W Z [J 0 0 1.0 0 2 W (}) Z u;~~ 0 Wf-(/)w::J 02(/)::::!<t OO-I> 2~t::$:(/) <(NWcr:W (}),...,~oo 20::000 ~E2w~() ~0~L'5~ 0:J0::(/)1l:! ~;;:~ocr: 2=~<(~a C'J(j) L!)Z NO ~(j) > w 0:: w ~ <r:: z Z <r:: -l 0... if) ......J - <( I- W o W 2 0 0:: () >-l.1-z zf-O - ~z- f- zw~ -(J)> OZ- 0 WOO uu-< Z ::J 0 oz- owx I- o::f-O o..t::u: :c wa::....J n::3~ 0 wwa:: cn:r:~ - f-f-w Of-u 0::: z::) . >-00.. >- -<In:: 2t::O 0.... Z~u :s0::u.J 0 w~ o..zO 0 (/)ZI --<U) 2:2::) SHIH AS RE'QID SHEATHH~G -""\ (SEE NOTES) BY OTHERS \ CAULK BET~EEN DOOR FLANGE 8. SHEATHING ;r- TI,./O BY wOOD / BY OTHERS ll/Y\ j'XiI\I/I\( <NOTE 6r) 1/4' HAX ~ 10\ ~ SHIM SPACE , ~N SHEET ,'\lO. 0.. 0:: o U W ~ o I (/) ::) ('I') o o C\I @ 8-15 LAST PLOT DATE October 11, 2004 SGD INSTALLATION INSTRUCTIONS (MILESTONE) .AM~lJ. . BUILOL'\"G CODE COM.PLl.~'(('E OFFICE tBCCQ} PRODUCT CONTROL DIVISION ML\MI-l)ADE COUNTY, FLORIDA METRO-DADE FLAGLER B1JWING 140 WEST FlAGLEn. STRl!.Ef,SUlTE 1603 lvOAv,r, FLORIDA 33 13()' 1 563 (305) :m-2901 FAX (~05) 375-2908 .NOnCE OF ACCEPTANCE (NOA) . Certa.tUTeed Onp(){ati<)U 1400 Union Meeting Road BIlle Ben, PA 19422 SCOPE: This NOA is belng Issued under dIe applicable rules ~Uld regulations govemi..T1g the use of construction materials. l11C dowmentat10n submitted has been reviewed by Miami. Dade C01.U'ity PrOOtict Control Dl\islon and accepted by the Board of RuJes and Appeals (BOR.A) to be useo in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (Alli). This }lOA shall not be vatid atter the exprration date stated below. The Miami-Dade County Product Control Drvision (In Miami Dade County) and/or the AHJ (in areas other than MIami Dade County) reserve the right to have this product or material te$ted for quality assurance purposes, if this product or material falls to penoml in the accepted manner, the manufacturer will ineur the expense of such testing: and the .AHl may imrnediately revoke, modify, or sU$yend the use of such product or matenaJ within their junsdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami.Dade County Product Control Division that thIS product or matenal falls to meet the requirements of the appltcable bUIlding ~,ode. This product is approved as described herein, and has been designed to comply ",ith the High VelOCIty HUlricane Zone of !.he F10rida BUllding Code. DESCRIPTION: JAmdmark 30 (and-AR) (and 'VideTrack QB), r~andmalk 40 (and-AR) (and WideTraek QB) and Landmark 51) (and-AR) (and WideTrads. QB) LABELL."'G: Each unit shall bear a permantnt label wlth the manufacturer's name or logo, CIty, state and fol1o\oving statement: "Miaml-Dade County Produ.:t Control Approved", unless otherwise noted herein RK1~E\VAL oftlns NOA 2han be considered after a rene\'lal application has been filed and there has been no ..s.hange 111 the apRlI<;;iJ>J~.PU1 r9mgs~'de n~ativ~y-!ff~cti.ng the performance of this product, ~_ ,_ __ _,_~_ TErolL.'lATIO~ oft11s NOA wll! o.:,;ur after the ex.piration da:e or ifthele has 'been a levislon or change in the matelials, use, and/or l11'lDufacture of the product or process. Misuo:e of this NOA as an endorsement of any product, for sales, advertising or any other purposes shaH aut~mlatJcally tem,i11ate this NOA. Fallure to comply \'v lLl-t any section of this NOA shall be cause for tml1ination a..'1d removal of ~OA. A.:oVERTISEMEl'I'T: The NOA number preceded by the words Miami.Dade County, Florida, and followed by the expiration da(e may be displayed In advertismg l1te'lature. If a.11Y portlOn ofihe NOA is displayed, theu it shall be done in its ent:rety. INSPECIIO.:-l: A copy of this entire NOA shall be provided to the user by the manufactun:r or its distributors and shall be a\ alJable for in~pectlon at the Job slte at the request of the Bu:ldmg Offi<:laL TIils NOA conslsts of pages i through 4, The submitted documentation \\ as re"iewed by Fnmk Zuloaga. RRC 8 <>.., . . .. ..se, ~ ,~ ,"" . :-;OA t\'o.: 02-1219.03 Expiration Date: 02/2&'0'1 Appl'Q\al Date: 03J27/Q) Page 1 of 4 6. LABELiNG 6.1 Srungles shall be labeled with the Miami.Dade logo or the \\ ordmg "Miami.Dade O:lU!'lty Product Control Approved". , 7. Blm.DING PERMIT REQUIREMENTS 7,1 ApplicatIon for bU;lding penmt shall be accompanied by copies of the t'011o\\ ing~ 7.1.1 This Notlce of Acceptance. 7.1.2 Any other di..1CUments required by the Bllllding Official or the appl1cable code in ,)rder to prOIX'I'ly evaluate the installation of this $) stem. DETAIL A Rake Edge 5 518[ CERTA1NTEEO LANDMARK 30, 40,50 All d1moosiofls shown are in inches -55/81 16 1/4 1_55/8"'1 , , 1 II , -55/B'1 271/2 -l --- --_. J~~hirl-ml . '-~~:;~ . ~ --1 LI- ~::r:J Lstorter 5 5/8 Full I ' Shingle ___ . __ ---L...-, _. _ ----'---- Eaves " <:> - . . . ":,,,, .... "" ~~ ]'I;OA No.: 02-U19J.l3 Elpil'ation Date: 02128/07 Appnnal Date: 03/27/03 Page 3 of 4 ROOFmG ASSE1\lBL y AFPROV AL <;ategOf1: Sub-C3te~Ory: RoofIng 07310 Asphalt Shingles Di.meUSlOna1 Wood Matf;fi~ls Deck. -r, pe: 1. SCOPE This revises Certatofecd Landmark 30 and AR (and 'Videfrack QIl), Cettall1Te~d Landmark 40 and AR (and WideTrack QB), OntainTeed l,andmark 50 and AJ{ (and WideTrack QB) Shingles as manufactured by CertaillT€ed Corporation descnbed in Section 2 of this NotIce of Acceptance. 2. PRODlJCr DESCRIPTION Prodm l)im~ll$iou~ Tel! Spedficat i 0 us Product Description Ct1tainte~-d Landmark 30 and 13\1." x 38 %" AR. (and WideTrack QB) Certainteed Landmark 40 and 13\1.." x 38 Yo" AR (and WldeTra<:k QU) Certaintee<l Landmark 50 and 13 W' x 38 %" AR (and WldeTrack QB) Accessory Shmgles various A hea'l!y wC'lght~ 2471b/sq, dimensional asphalt shmgle, A heavy \\eight, 2641b/sq, dimenSIOnal asphalt shmgle. A heavy '" eight, 2961b/sq, dimenSIonal asphalt shmgle, Accessory :;hingles for hip, ridge and stmter stnp apphca1l0ns. PA llO PA 110 PA 110 propnetary 3, KV1DEI\CE SUBMTfTED: Test A~ency fest ldentilier Test ,Name/RfPott pate UndCl\'VTIters Laboratones, Inc. R684 UL 790 04/02/01 PRI Asphalt 1't.."Chnolol!,'i.:s, Inc. PCTC-Ol.02-01 PA 100 01/12/01 CTC-006-02.0 1 11 /12/02 Fl1def\\'Titers Laboratories, Inc. 947'<1<9632 Wind uplift remtance PA 107 11130/00 02NK42448 1).'08/02 4. LI:\lJTArIONS 4.1 Fl1e classification IS not part of this acceptance; refer to a cunent Approved Rooting Matena1s Directory for tire ratings of this product, 4.2 Shall not be installe-d on roof mean heights 1ll excess of 33 it 5. L.'iSTALLA no~ 5.1 Shcngks shall be installed 111 comphance with Roofing ApphcatJon Standard RAS 115, 5,2 Flashing shall be in ilccoldalxe \"lth Rord'ing Apphcatiol1 Standard RAS 115 5,,3 The mal1ufactmer shaH pro\~de clearly writtt'D apphcation tnstnlCt10ns. 5.4 Exposure and course layout sha)] be m compJim1ce \vidl Detail 'A', attached. 5.5 Nallmg shall be in compliance with Dda1l 'B', attached, 8 ~ 1';.'>--< ,.. . ..'t;.'" ....~,' XOA No.: 02-1219.03 Expiratioll Date; 02128dl7 Appro\ltJ DlIte: 03127,03 Pllge 2 of 4 DETA1L B r-- ,-, --,- : .. 12" --- - --,. 383/4. ----. - - ,. 1 -- 143.4" -l--- 12" ._-.... ----r I 13 ~(4. r:1~ _J .r.:...;,;A,:::.: r-' - ~-.--l 6 ' '8 5 51a" I' Exposure L LANDMARK 30, 40. 50 (AND AR} 38314" - -. -- ,------.--------,.....j -;777ZZZ'2c~J:.~";~<T~J~.///LLE(/..a- - 1 N~mng art'la for "low avd $t~f1dafcr .&fup~ {frcm ~ S 12 to 1'1 12; Na~ bewe~n- \.Ip~t &. ~Ql.,\-er r~ fmas. 12" ---""'--- - ,-.---- 14 3W '" '-" +- 12" ~ 13 114" -- 1.. . 1,.._ ~'.......{ ; - I} f NAILING U ,- [:J [J D' l" AREA 1 ~ . 71~ 5 5/8" 6" , I Exposure \ W I . __,__. ' __ __-L- LANDMARK 30, 40, 5Q (AND AR) . WIDETRACK OS (Low and Standard Slop~) ... ------ -....-1 -- 38 3/4" ;,i;:,.,-~//-;/,.<?>;..-79X7/L~~~~~~7ZZZ:zZ~?:;~~~~~//>, --:--l~- Sa hfl"Q a~ rOf ""s:~p" ~f()~ \gr~at<3{ tNn ,1 ~ 2.) d I N311 bl:::tN.3erl tC~Q1;T> 2: ,~)~ III es. lit 13 1/411 -- .. 143/4" --.. . .. 12 ---- '\ 1"-.... ~ "'-'*., I_ " j,- f \ 1 \ 1-,__ ............ Q.,%" I 6 118.: I -1-1_ t' I 5518" Exposure . :. '::- LA.NDMARK 30, 40, 50 (AND AR). WIDETRA.CK QB (Steep Slope) END OF IIIlS ACCEPTA1"CE NOA No,: 02.1219.03 EJpiratfon Date: 02128:07 Appro\'al Date: 03/27'03 P~ge 4 of4 ~} \. " 'f E ,:\ \. ~~ "~t ~ t \;~ ,\ f~KS V\' LAMINATED SHINGLES U~C~( "# ~!*HG}m{s. LANDIIlA kK SERIES WOO ~(APE" stR IES ~'if~~l( ~!J~~~,t)l. N::;' LANDMARK SERIES. f1RtH411' AND A I((Hll Kf S~ [1" 1>;'(' ;t?'l'V 11l1<O{wf ,nl r~,IR."f.:~ ~ " ".....~~ O~! ~::::t CHR MpwOiJ fOR M!'R,C DIMfN~IOl! HID Ui><I',"HRK E S~:NCltS ,~~' (dU'.... 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I ' S1\.L SK'~. -7 I' \ ,.,. orna<j' 1\ If' ~/ ~}~",l ,~~~_ PE.RiM('Iffi cAvc,,/J ,j.,.. ~ t,- 0'f--. ~. ,,:Y .;""tRs t 'I .J ;;: ! ;.)~ ~ \; ',N\t AS "'e~'tt 13 S':R$?W../ :t' J1111~1 \ ($f:t I'h::nt$) "'\$r..,.b1.Ai"!f....~~ //TP{ ,- "R'- At,,,,,~~ S;'<}i'1N 1 I i II - ~ )( I\"XO (~,) /./ /' ') !lY 01R~RS / I CX,U llU\\1tt:N ,,"'l:'''''~ ~/ / J WoNC(}>1/ i'1l'l &: ~-r~~SH /. t" ~ ' SHtAlnlN<J sy c>r>iERS / !){$t~~~<T - I r--- ~~t;~t; _.f ~(';lLQt;L) ~) S~j~M (<$ ~.(~)v. i~t<JAC€~1 ;0 (~^"H tNs'u,U.#.~K'f1 A'W::\-I'C::t WHH l)..t:t) 8(~",):.tvC $r,1c,( M:I.t..X P4-O'''A..~t !;:iH~M SrACl<: it< * 'r I ~ ~ ~{ ~'~~O~?\~ T~)i~ l.(A1~~ .\1J)'!.N~1.J..'J. ~~i)Y ~~'$.!! 3, ~~t' ~...fc.X ~\t..\.:.y,; $€.KN.cr ,'iu-lU:W FIN ",1 H~t> ~~l... !( 'l(,~~ ~) t~$! t.Ai~X ~"'Vt.:!'t FOR P::;f;;tM~ ~~i.' A.~>)v~ e.x.~'Q; ~ \"~NllO>lt' f\...'\(~<'3i'. ") ~~~~~~~\j.~~~A'lj' PER '(h1. "E't.~~.>!t~T$ ';;f' -'>"'lM <\1>..'0 "i~$$ Cf(A?~S_ SJ"H. 1),' ~~t.Ri W~n:~)i..'S.~l~d.t~~~~ ~~~:L~S~ Tt:~r~~f( LeA{) Af>71.o.!~~ f'CS:'I.~t C't~x;!'~ ,;~t:,t;/f. ll~~t,~ ~t~~;e"'O 4-:10 ~~... ~~i{ 10' WAr'p~ 1e:ST ~f't~'$:5Vke (~iS.'" ,o.~ A-CM:C,<(,I):H '>1:S1 I) '~~;;~l~~ 1~-k n.;t ">\:AVt ~\~N\..''<W (l'{ WOO'...'O r;;.~~1,; QP~I.[~C wrfi-l 'tW':) i'i'r I{<I:II,)O s:'tt.'O~. usma Stlis1(;{..a,'r(A Nt>!!..5 <:1: lie ~~tw'S c,. g.!}ffl<Z,'f.:N:1 t.iNC~ "0 "C'RQ'~ llfU ." !v-aeoc~~\ lNl0 a-) l~J~~::J~:ii~"!~Zt ~ :-'"(,1 \:JS';~ IN <\(K:}~O~ tYJ.t..KT, tJ$! M~<;}~OR J~:;..tJl~1Y l..$,'tC ~'('i $) ~J!!~~~t.,r-ot~~~~"J~. H-<t'l,) St~*s Sitl(\\! ~,:~.!NO ,s &:l-;O'>\'N. "'~IS p.~sl' ,.>1.Stl *f;l:-...~S 'tQ Utt 1S;..tO I J....~, \~' ..,......." <1' V'U'\'$te "H~:;-;.'t} ~le.$. , I..--....t-.-f -:::.-- -=-:.:--+.:.+-...,.. ~~"'''i~.:= - -:-=:~_--t+.. I-- f-- -'--......-,,---11 _".. ;:~~ :=~:::. 0-<t;'il[;,;, IX 7$'#' ~ o. g" .19012 . ~>iJo" \\ l;.>ilt -=:-"--r-"-'~'''~---'''- ASSEl.<SLY OR'I\\'}":'.> r:.:-tT-''''-'-'- >>>{~-~- S~RlfiS n.o/~$'~O ];)1,. SiNG~r H\)N'~ \\1...00W ~~ ,-,..,----"'. =t. 'ClG:"""" \."". 0' '-fiJ;'Q"'-"""T" f9A c-:- ...b,,~--.-..":'...~ .::+_ ~_~_L___"'_~_.l'L~_~I~ <>'':.~s p~,~ ""IM""''''' , h l <.;.. ..:, 1 ~\" Q5/01 B' ~'N:'OO-;.3 . "",...,~ ~ ,~t't. on,'",,,,, ~'("". ~ . -~"'...~" ..... _.~- ' , "" "'~ .<.!<.'" ').~. (.")Q )tflt~Kf~ pt;~. ~it ~,:~ l<.r:j:~ nc:<<tl~ ';'7", ~Ar "QJ-r.;,~-~~~ rxx ~..~'ou~ "* ~~-.;,.,,.--....-"',- ,~~~~~--<; ~ r~1 ~..Il"j~,~~ 1111'1 HORIZONTAL SLIDER MASONRY (FLANGE) -- I -_...,_...,.--~--~~-,--~--- cn,~ Rtr'~l< ,iO<iO -"\ \ ~~~~ i~S~~'tR \ ~ s: ~ 1- l~.SiMJ.;..y..~!Il: A'<I..-""O~ -~ ---- o,'~ l"y l'r::xA> '\ I ~/\e.~ ')~A: rA~.:N a.'U~CI<"'ay C'frl~--'" \ ,.- ...." \ / ......;.H~,.{.(SH.~O') ~AU!_~ ~n.,,~,", ~N\;"(''i< .-:\." / I ,$" ,,,,,.) 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INSTALLA-rION \M$lA.llAiKlN -"j m~"'" tVllO Nil'; 1.>8<1-0,1,$1 ANCHOR I n il - (l'Y?) / I: H i Wt.Llo.'l Ole: NQ, j#Z to! t. ~I ' j H I V,r- (,.~<lV*l) M\ill.!ON DJt': ~~g::gR --~~'-~l/ M\ll..\.lCN.--........., i It I NO, 144$ MAY SRAC1<l1.T AN~ ~.: ll~1 At_sO eE l.lS!tD BRACKET I (I . [ II I t L~-- ~J~110~ I U ! (l'Y?) j @ /:'..~- If8 s<::.y TAPi'INQ , Sl.<$ (i'Yf>) u.. ::;;:;.~' .. <> / "I selr NOreS "'" <f" " .. fi?; !It. 113 1 CONCRETE: OR MASONRY --. .. '" ----~T S!JSS!1<A n:; SHOWN, l/K)(X)~' I ,- F~A..tt S\JSSTRAlt "'tOO N'P'\.n:S ' < ..-J _J I\'\NOOW-/ fRAMe ..lAMa (it?,) '\ WJ\.U:N OlE; NO, 1442: SECTION [3-8 NO rEs, i?~ f~~~~~l~'(,l'l~ e.rtf1.t~~\.J\I~~ ~.t~~V#plb'~~~!i\'b<a'$is ~~!l~l.~~!, ;<) \N l,<,\"<;ONR.Y CON$'iRUGTlo.'i, .'\1 t".CH M'JW~ TO SV!SSlAA TI! 1t'fH ~/15. . pjA. OONCEtYl!: $CI\f:W I\NCHQR OF ~tf'I'lCtlitlT l..,,{ TO AcnJl!:VE l-l/{" MIN. !:Moo,MiNT (NT~ CONC$:E'f!! O,.~ MASCNi'W. 3) IN \~PI.')O fAA~t e;.)''lS'l''BVCT10N, A trACi'! \l\Jl.J.lo.'1 TO Sv<lST~ATl!: Ij!ljNG II~ s<;RtWS Of SUt!'tClEN'T 1.. i'l-{, 'to "'CHlEVl': ~ ,~;511J" Mi.'!. atSWMiJ.n INTO WQ{lO fRAWNO. 4) MlJt.UQ.'l /l,TTilC!-IM(NT iN SECrf~ B.a .5 fYi>. AT Hlt."!> .'< Sll.lv ~~ .1<$T""-lA1\Ol>l Cf Ml.U.!CN M. Sl<a\',~ eN ,,,lS SH~'1' co&\M.tES 'll'lu' '(He 2001 f1,OllfOA t'UllOl&G cOO( Wln~ iOOl f\WIStotl$. I.ll.llw'l ~\ll(i~ f'1'l~SURe CAPA(j,t' SPAN ,fI SfJAC1~/!J.. Ml.J\.ll\>>l ANCH<iR$ A~ Ot:~(j!<,tl) 1'() ('K :1::>~J> P$F, rl' 1$ "!\i~ ~~S<fl!tJiY 01" 01liffi$ ro tlt . eN A Sf>(W'j(j $iR\;('1~E. /;~ GE:NERAL ALUMINUM CORP. I' /~ CARROU. TON, TEXAS ;f.\,~ m~nCAI.'MlJllKltl IN$iALLA"T\ON \)~i'A\l, l/,,'I191':10V ALUMINUM T~ MOWON, ~!! NO:q1~H2~ ,_~ l'/ i 1\\.\';\ ..~ ----:!~ $~ l"'~..:.::.::. . \,l;:;/ lIf;fll --_.:\~ HAt! 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" HY?} ____ NOTE:S> --'- ~-- 1> l-U.Ull~ l'NSlpLt.Attl),'4 Dli1Al1S p,?,.V; TO ALl.JMiN\Jlol T\)llK W;Jl.lm~. ll;t flU.. \4~S, ...~ l.lSPl Tel ~l.,1(..!'" SlNC>!..f: ~UNG ANn OR PlC'\'U~f.: VWDO\tS H~;,I\l'l 1!:l Sll-L 2> IN CClNSi~\JCrlON, AHAC,i{ MUlUOI'l TO J:lJlIsmrt \ilTli 3/14' !!l.A. CUNt;~ A~tli! QI" Sl,flll'.ltNT {.rH. '1'0 I\CHltV! :-V4' 1>11N. (M~DI'<:Nl il'l1'n CtlNeflt: tt-;R'f. 3>:l!oI F~J\~ Co.'l$1RIJ'CIlOl1, .l\1"fACj.\ MVLt.n:JN TO SI.i'$,I1<;\TE USlt<<i HI) SC?E\iS Of' S r Ui't ro I\O-llE~ ,..:\/$' "(No e;totOCllr\€;l;T l/oItO \.'OOll nV,"fll'iCl, 4) HtiLLJPN AHA\';(oilolOlT [I'( sterroN S-ll IS TY?, ...r JA $) lNSTI\L!,A'I' U!1'( .AS S1<W~ ON 1HIS Sl1EaT fi.tlRnlA !IlJll. il11'H ~Q~~ REY1Sll'lss, MUlllo."I VII!1.ts M)U. S?l\lt t, sl"!\ClMl. lo\\J\..UON "'h'C&1RS AAS "R($SVRZ Ci' "S'M PSF, l'f 1$ THe ~Sl'ONSl1'11Un 0Ji' COOl'I..!ANCS: ON A Sl'liCY'IC sm'JC1'UR.E. /I<';;;:I:;::~~'" _.... /1.,: , 0- . (! // ',< \:; \f/ " S[CTI0N A-'A -------....-...,---'-... FL..~=ft~ -., J.;. - '1 fJA~Ji B 1i l 1 J 1 ~ 1 J =Ib.....~ EXTERIOR EL.[V /1 TIpN -......-..---.....,.."'--- "~-,---- 1E$ '#'HH rHt COOt AAE'SS~ CAI'f\ClT'\' .n TO A D>:~lGl'l fa OCTf.RM1.'NE' GENERAL AUJMINU~1 CORP, CiIFlROLl.. ro~, TEXAS _~ 'Il1'.Z< f"t.!<IIG;: I{OO:~J~"W1~lJ.. ~~~~~~ lA45 AAt:II' ___~ t- fiB V"<v"~--" tl.\ol>>alt1l0a ~- . --~. 1ft""' ____ lWC-P HALf jWl>_..__ IMlP~Hwti ~""~1l-~ 1!:~~ *3t.~ ~...~*~.... n:;l\!H; ~ t'tV<< t\111ot:1~ f-' ..*~ t.lIJ\ uCl, ^J'ICl"'\o.~ HRACYf. r 10"""'" {;tH..045i "---- V,l!J,f)QW FR .\~J( .j \\~s (TY? ) ,.-- '1 (.~t ,~.... ~~~'''" J// ,!J ..... ~-~'lJ. -~--I~'~-" liS SELi' ~',P?lN; " ~'tP <;, - SMS (r-r.> \ ~~ L I '''''''~ =1 ,~ f""= I --.L ....'.. 'l'''-~..J"... .~<'--.. . ',!a "'........- i',~UL t.J CN Oit loll), 1 H$ :~ [ C~ TI (Ji~,! ,~ -~ t' -,_.~"......-_......~---~- - ,......- \NS'rAl...li-\ 1'1"G)'q, 11HCBOO ("}YP) n--~_/~"''''''''-", ~ ~ ' ,~ I' II :l./"" ''''AL\JN II H fl / Pit N(}.. Itr(t-6. 'I 11 ,I..... 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Ul ~ ~ <t w I- ~ 5-17 LAST PLOT DATE January 19, 2005 f-- z o o V) w () I- o z l- I o a::: >- Q.. o U .....J <{ cr: f- ~ o (/) (/) o .....J('l') roo wI'- <!J(\J z('l') <(.....J cr:LL o~ (/)0.. LnO <:j'o.. 0)<( W o U::x LL4: Ou.. ('l')<:j' ('l')0 ('l')('l') (\J(\J 66 coco CX?C9 I'- I'- 00 <:j'<:j' L.O o o (\J 0) ~ C ro ::l C ro -. W f- <( o o ~ l."- I."- N 111 I (jI V) l."- I M r- r- I (jI o 1.0 M M ..J LL <t 0- I <t I- l'"'" OJ I r- !:!!o:: zLi.lc.... ~t:zz (ij<t<t~ Li.lV)CO:: Q:cLi.l~ c....zu ZZClLi.l <to-....I :eV)- ~N!:!!~9 !!:T"l....~..J ~ -o::<t <t~wo> o::u.~c!:!! ccc~w !!!:]w<tC :c<t:x:Li.lO ....>....V)u ~ o ;.-cr: ZLLZ 4:~O ZW(/) (/)~ Ozo t30<( ::)Uo ClZ(2 OWo cr:f-.....J o..t::LL wcr:.....J cr:3:<( wwcr: roIf- f-f-~ Of-o z:::;) . >-00.. <{Icr: ~t::o z3:u o::rcr:W ...JW~ o..zo (/)ZI -<((/) i::~:::;J 0.. cr: o o W ~ o I (/) :::;J ('l') o o (\J @ CONCRen: - O;'l, IJASDNRY OPENlfIG BY OTrlmS Sl11M AS REQ'" ------.. (Sf'. N01!S) ~ DOOP FR AME - JAMe 1'WQ8'1' '11000 B'JC,o( ANCHOR -----;0 ~/1S" D!A. TAP CON 6" mw ErOS --INSTAi..LP',QN ANOiOR & 1,}-I!Z" OC tJAX_ BY OTK(R / #8 SCREW t~C;'Ut..K 6t:'\'V.t:EN WOCO i gy I; OR / 9UCK & MASONRY ~ X 8 NOOO~ OPENiNC BY OTIit~S SUO< BY Oi'Hm3 (S€E NOn:: 16) <::) --- - ~ --" ----r SHiM AS Rt:O'D -, IJ (1 I 1-1/"'" !.fIN. (SEe NO~~ ~ ~__~ _._.,_/=--1-~_.>_:rENT 1. ~-'- r.--- f ::::::--=---. -.,...,:::::--. '.. __' -- -------..,.._. 1 ,., 10" MIN. ~-. It'Ma~DMENT . ~_ _J --1 -7- 2j'l, / S1t;CCO -./ BY OW,,, / / b. ?tRIM. €YE. R J / r CAULK 8Y II On;tRs OOOR fRAME-J HEAD 'I" .",J SHiM SPACf ~l DOOR H(!(,HT Ex RRKlR. ~/' GlAtlNG ~ (SU:: NOn;;S) ~ I \r-.., " I 11 1--;---;- J I ~ __J ..__.._.._ _ C<iNcRETC OR ~ MIISONR'f OPE."'{i~O BY 0 r1-{~RS <1 / tJe€:RAU.Y .&.PPi. 'f CAuLKING J L-'NOCR SilL OR &T SIU IN BEl) r.:k CON~ Tt <1 ~-1j4" MiN ~ EMafCMENT , I _._-~.._--4-...-.----.l. ... 4 " " '" <1 ~TlQN A-.6 -..- INST All.A TION ANCHOR 3/15" D!A. TAPCCt-l MASONRY INS~T ALLA TION l~k{~~~~ --I jl--- ~~~---- -1-I/S" MIN. t EMeW..lO,'t ~_ . CONCRETE ! J'o OR MA$ON~Y l ~ iYENIN(; ! I, I BY O'HERS '( i' I ,~ -::/ ,I --'j" \i :0;, I ,,~ <,f(~ ~_"'''''-'"'"''"'''''/~'';j, ~"'7-"lr~-<''''-'''"~7 , I r I> Pf_. '1M) 8'( 'tit>>.) . UUC-K' .t\NCHOR ;1/1;,';.' Ol,~. TA?CON Ir' \;:;.> FROM E~t)S & '\ 13..-1/2" O,C " fA AX. BY OrHE>lS t> - INSTALl.A nON {> AN0100 18 SCRE.W ~ CAULK 8!filU:N 'M:)OD 600< & MAS'Y OPENING BY O~ERS F'ER!MEitR CAULK -, BY Oi'Hf-RS S'f\!CCO -......-' BY OTHERS ._-- OOOR 'MDn1 -~--l 1- C.u.llNC / (SEt: NDTl':S) I I .J ~: 1} DC<1f< I.lA;p:llAL M.U~1.1 AllQY W6J, 2) TAPWN f1~ Nsr^U).Tl~ ^N~ 0 Sill Ml)ST SIr Of Sl.Jff1C1EtIli !DlliTh TO ACri~ 1.IlN, OofOWoOO Of 1-1/4" lNTO UASGNRY ~ ~1i_ i8 stR(W INST-'Ll.At\CN iI.'l~S "'liST at IF $~moDtr !Dl~1'fj 'to ACHI1.~ A 1.1.'., DllltJ:;Mt:Nr Of 1" Il\ro 1"110 $t 'I((:X)O 3',lCK. 3) AL~A1! iAi"""w ~S'1'~LA'1CN ,l,NCiiCi($ ~t TO BACOI: IN rnMif; SllL 4.) \jSf C.AIJll( f~ f'tRi~\.~ st.\!' "~OONj) EX'ItruOR i$ I)(X)P. ~) 'I" EXAct D\)~ 3lt lS N01 WSl\tllrt INSTAll.A1lON ANCHOR' CHMr, \is( ANCHOR Ql.!AlflHY US1U)itl1l1 NtXi l.AR~ sm:. r~ 11iE .~1'>~~iA1't O€$lGN ?i>.l:S~ ~Q'i), ~) <m POO<l!T ~. SlZ!S I.'SE ctoseST SY?ASS D~ SlZt: & C~11<),\ TO I'lMSifl) Of1':,'<lNQ. 7) ,..S,iLA\ro GL~ SHO~, ;illiG!.! GLAZING ALSO Ai'I'RO\o1:li, ~eo (JlASS ~NE'3S MAY VARY PER P.EOVlREMtMl'3 Of ~iM (\300 ~ Cl-iAATS. 8) ^U. f'ACTOR'f ^f1'W(f) oct(S NOT C€S,'GNZCl fOR l~ON ANCHOR SHOf.JLD 8( 1'1L.UO 'l4TIi ~ SCllEWS Of SUfl10tlH I.t:N<iTH TO PRO~t loIlN. l' ~M(."T 'NTO iWt)::;Y WOOl) B\!CK 9) J~ I $Ill C~~$ ARE: TO se $E^<.,-' '!ll11i A Slo<~. .o.NT s(A\l SU.UR 10) ><iIM AS fltQ'D. 1<1 !A. SET Of iN$TAU^TiCN ANCHORS \<lI1ri lO~O BEARiNG SHiM, Iol.AX "LlClliMlU: S!<:1I sr"CJ<: TO as 1/4.'. 11) AU.. ItolSTAU.A'i1(t; ^'~s !ol'.iST at f;i/oi)( Of' C~~{r-', fll::SlSt-'NT MA1'\Jl:!Al.!> 12( \'iH~f "X << /' RKPR~TS /lOViNC P.'.NfL A;tO '(/" /'Ef'R(svas mew PA."EL A?P~WD OOSI100R!t.1tONS APE. AS US'f(O 0l'>I INsr..JJ.A1lO!l (;1-(...',1, n) NQ.f ~l. C~O<;AAnoo.s US1'€:C Ail<lV!C ARE SHoVoN ~ 1riIS ORAWlNq, K)~Y!:R 'NSTN.J.A11ON SECTIONS 'A-,A". .s-a' &: H~ $1'Ii:l? (>(T1\l\. .<f'\>t:r T~ iNS'!~1'lO!'< OF AU, .<.PPRO.,.W CO!>U'1<.)URAl1ONS. t~) "AX All.OitA8U s?AC>>;O $f.~ !AP~ ..,NCHo;lS 11< flV,Mt sru. TO BE Z4' O,C- 15) ~S .4.20. su:>i~/j CUSS POOR is SHeW'!. ftiS f'RiNT ALSO APP\JU TO <l3O ~ .4...0 SERI€.$. 16) 2A& Oft 2,)(8 \\<XlI) il'.JCK 10 at &:<;\iRa \' fASitNeO to 1RANSn.R Tl-lt LOAO 1'0 1riE "^~'(, 0XlNC!'tE1'E Ol< 01;-;l" S'TitUCl1.JAl. Sl!S'S'!1U'It. P, C€51$N rm:~SSU~ CAPI\O'tr' or: FR<lO<iCT TO se: S$O ?SF, TWQ a y fR,o,MIM ._\ ay OlliERS \ SHlM AS REOO \ \ (SEE NO 1!.S) \ \ \ I \ \ \ \ \ \ \ It' {INSTAllAT10N ANCH"OR P3 SCREW I ~' SHEA ThIN" ~ SY C '!tiERS \ ~\~jl II! . :lljk f 1-1/a" MiN. I u.t6t:CMe;N r _......J~ ,-, 1 (~" lAAX,J S~Ii>A SPACe STVCCO - 'i BY OThERS f'~lM~ TER- / C~,~K 9Y / o IHt:R.S OOO~ FRA.'.\t ,-j HEAl) EXTERiOR .----11 ..~..../ I GLAZiNG -~-'l - (Sl'::( NOTf$) i DOOR Htl~T I <1 '1 lilt. G-< I IJ I '? 4' -----r I-f/~" htlN ~ ~MaEDMENT <1 --4.-.. i A ~:NsrAlLAnON ANCHOR - - 3/H)" DfA. TA.PCCN '? 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