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HomeMy WebLinkAboutBIN B-2 PERMIT 4417 TERMITE SPECIFICATIONS: 1. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE-INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL.(FBC 104.2.6) 2, CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1'-0" AWAY FROM BUILDING SIDE WALKS.(FBC 1503.4.4) 3. IRRIGATION/SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 1'0" OF THE BUILDING SIDE WALLS,(FBC 1503.4.4) 4, TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, BETWEEN WALL COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAT 6 II\CHES. EXCEPTION: PAINT OR DECORATIVE CEMENTATIOUS FII\ISH LESS THAN 5/8" THICK ADHERED DIRECTLY TO THE FOUNDATION WALL,(FBC 1403.1.6) 5. INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETE,(FBC 1816,1,1) 6. SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED AND FORMED.(FBC 1816.1.2) 7. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC., SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT.(FBC 1816.1.3) 8. MINIMUM 6 MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT IS REQUIRED.(FBC 1816.1.4) 9. CONCRETE OVERPOUR AND MORTAR ALOI\G THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXTERIOR SOIL TREATMENT.(FBC 1816,1.5) 10. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1'-0" OF THE STRUCTURE SIDEWALLS,(FBC 1816,1,6) 11. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING LAI\DSCAPING AND IRRIGATION. ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER is APPLIED, SHALL BE RETREATED.(FBC 1816.1.6) 12. ALL BUILDINGS ARE REQUIRED TO HAVE PRE-CO~STRUCTION TREATMENT,(FBC 1816.1,7) 13. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT is IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES,"(FBC 1816,1.7) 14, AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN 1'-0" OF THE BUILDING, THIS II\CLUDES ALL GRADE STAKES, TUB TRAY BOXES, FORMS, SHORING OR OTHER CELLULOSE CONTAINING MATERIAL. (FBC 2303,1.3) 15.1\0 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 Bifold Door Book Shelf Beam Bottom Bypass door Bearing Circle Ceiling Column A/C Compressor Ceramic Tile Dryer Decorative Dedicated Outlet Double Diameter Disposal Distance Drawer Stack Dryer Vent Dishwasher Each Each Way Electrical Elevation Exterior Expansion F.B.C, Fin. Fir. F,G. Fir. Fdn. FIr. Sys. F.PI. Ft. Ftg. FX Galv. G.C. G.F.1. G.T. Hdr. Hgt. HB Int. K/Wall K.S. Laun. Lav. L,F. L.T. Mas. Max M.C, Mfgr. Micro. Min M.L. Mir. Mono N.T.S. Florida Bldg, Code Finished Floor Fixed Glass Floor Foundation Floor System Fireplace Foot / Feet Footing Fixed Galvanized General Contractor Ground Fault Interrupter Girder Truss Header Height Hose Bibb Interior Kneewall Knee Space Laundry Lavatory 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..VI. 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 Openirg Optional P;ece Pedestal Parallam Pounds per linear foot Plate Height Plant Shelf Pounds per square foot PressLire Treated Powder Room Radius Refrigerator Required Room Round Rod and Shelf Smoke Detector Square Ft. Shelves Sheet Side Lights Spruce Pine Fir Square Southern Yellow Pine Tempered Thicken Top of Block Top of Masonry Top of Plate Transom Window Typical Under Cabinet Lighting Unless Noted Otherwise Vanity Base Vertical Versalam Vent through Roof Washer With Water Closet Wedge Anchor Wood Water Proof STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA FOUNDATIONS 3. ANY WOOD FRAVlE 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 COI\;STRUCTION, 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", AI\D 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 CORI\ER BARS WITH A 2'-0" LAP PROVIDED 6. MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE 40 BAR DIAMETERS TYP. 7. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM WOOD FRAMING INSPECTION LIVE LOADS: ROOF RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICATED BALCONIES ST AI RS LIGHT PARTITIONS (DEAD LOAD), U.N.O. WIND LOADS BASED ON FBC, SECTION 1606.2. WIND VELOCITY: 123 M.P.H., USE FACTOR: 1.0 20 PSF (REDUCIBLE) 40 PSF 40 PSF 40 PSF 20 PSF 10 PSF ATTIC L.L. ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH-INS MUST BE COMPLETE, INSPECTED AND APPROVED BEFORE REQUESTII'\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 ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES, SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMAI'\ENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR 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 REINFORCII'\G BARS ALL STIRRUPS AND TIES ASTM A185 ASTM A615-40 40,000 PSI ASTM A615-40 40,000 PSI CONCRETE MASONRY UNITS: ASTM C90-99b, STANDARD WEIGHT UNITS, fm==1500 PSI MORTAR TYPE "S" 1800 PSI CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED DURING CONSTRUCTION ALL STRUCTURAL AND MISCELLAI'\EOUS 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. NO.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 VlEET ASTM A-615 REII\FORCING FOR FOOTING SHALL BE SUPPORTED ON PRE- CAST CONCRETE PADS, TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMI\JS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS- REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE THE FOLLOWING MINIMUM, UNLESS OTHERWISE INDICATED ON THE 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 PSF 10 PSF BOTTOM CHORD ATTIC LIVE LOAD: SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN FOR NEW WIND UPLIFT AS PER SPECIFIED CODES, DEDUCTING A MAXIMUM OF 5 P.S.F. DEAD LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD. DESIGN LOADS: DEAD LOAD: LIVE LOAD: TOTAL: MASONRY WALL CONST. 1. HOLLOW LOAD BEARII\G UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI ( f'm == 1500 PSI) 2. MORTAR SHALL BE TYPE "S", CONFORMII\G TO ASTM C270. 3, COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI SLUMP 8" TO 11". 4, VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 BAR DIAMETERS. REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL TYPICAL UNLESS OTHERWiSE NOTED. 6. REINFORCING STEEL SHALL BE LAPPED A MINIMUM OF 40 BAR DIAMETERS, UNLESS OTHERWISE NOTED ON THE DRAWINGS 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. UPLIFT CONNECTORS 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED, PLEASE CONSULT THE TRUSS ENGINEERING FOR THE LOCATION OF THESE WALLS. WOOD FLOOR TRUSSES: 15 PSF 50 PSF 65 PSF ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUI\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) WIND IMPORTANCE FACTOR - (Iw) == 1,0 WIND EXPOSURE -- "B" (FBC 1606,1.8) INTERNAL PRESSURE COEFFICIENT == +/- 0.55 (PARTIALLY ENCLOSED BLDG) WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORVI TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION. 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, ( I.E. BLOCKING OR GABLE END BRACING) SHALL BE EITHER SOUTHERN PINE, OR S,P,F. NUMBER 2 GRADE SHALL BE USED REGARDLESS OF SPECIES. DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) WINDOWS AND DOORS 123 MPH + 38 PSF / - 40 PSF GARAGE DOORS (V = 123 MPH) SINGLE 9x7 +37.0 PSF / -40.0 PSF DOUBLE 16x7 +37.0 PSF / -41.0 PSF SEE FLOOR PLAN FOR ACTUAL PRESSURES ALL \VORK SHALL COMPLY WITH ALL PREVAILING CODES, FLORIDA BUILDn~(j CODE, NATIONAL ELECTRlC CODE AND CrfY OF ZEPHYRHILLS ORDINANCES ENGINEERED PLANS ON FILE REVIEWED MAY 0 9 2005 ~i5~ 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 l /i' 1, TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WALL MOUNT WATER CLOSET VOLUV1E 3,5 GALLONS 3. WATER. FLOW RATE. PUBLIC FACILITIES 0.5 G.P.M. PRIVATE FACILITIES 2.2 G.P.M. SHOWER HEADS 2,5 G.P.M. 4. ALL WATER LINE PLUMBING TO BE PVPC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2001 FBC. o PORCHES AND BALCONIES SECTION 1014 o HANDRAILS - SECTION 1007.5 o GUARDRAILS - SECTION 1015, 1019.9 o STAIRS - SECTION 1007 o CHIMNEY & FIREPLACE SECTION 2804-2806 (MFGR) SECTION 2113-2114 (MAS) o EGRESS WINDOWS SECTION 1005.4 5. ALL OPENII\GS SHALL COMPLY WITH 2001 FBC WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER EI\CLOSURES 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 DET AI LS DETAILS DETAILS STRUC. NOTES & HANGER INFORMATION DETAILS DETAILS ROOFING DETAILS DETAILS DETAILS PRODUCT APPROVAL WINDOW DETAILS WINDOW DETAILS DET AI LS DET AI LS 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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() -<l:(j) 2=~::) 0::: 0::: SHEET NO. n... 0:: U 0 0 1 U w I- 0 ~ 0 OF I Z (j) (j) 25 ::) M W 0 I- 0 > LAST PLOT DATE N @ 0 March 01, 2005 Z .....J COVER SHEET - 9'-31f211 ,r PLANT SHEL 5'-411 PLANT SHELF SOFFIT BRKFST ~ NOOK I AREA ~ H01D D RANGE 0' MC \ D MIRROR lA3 I I IEJ [DO WjC w rJ) o Z -.J -.J ~ OJ N. ASS THRU PLANT SHELF SOFFl SOFFIT D r- - 11MI' - - - , 1IIII1 lUll I IUnl ~ - - illll I IUIlI I 111111 I IUIII I lulll I lua I I lulll I IUIII I IUIII I 111111 I IUIII ~ ~ ~ J..dL1L1....- __ ~ ~ ~ REFRIGERATOR @ KITC~EN VlEW6 NOTE: VAULTED CEILING IN KITCHEN TILE TO 16" - o I 00 @MA6TER 6ATl-tROOM INTERIOR ELEV A TION6 REFER TO FLOOR PLAN & FIELD MESUREMENTS FOR DIMENSIONS. SCALE: 3j8" ==1'-0" o I 00 PLANT SHELF SOFFIT PASS-THRU @ 42" A.F.F. I II I [[] @ \ MIRROR MC I I I [[] DjW WjC ...1. ! ! ...t ..- t...t... r..t .... i....~I....t..T w. ....t....IL.I....t.... ..+...,. gs. "+'''r''r't::I::tJ j . ..: ~ ~ ~ ~.~::::l::::f::::f: 6S' ....r..r..l'" "'t ....t....:rt.. ....t N .:::t::::IL:F+"r"'j.::J :::t:: ::::r:J::::r:: ':::.r "'l.l...f....l....f.... ....t. TUB @6ATI4 2 :r co L!'l -r '<j- '<j- C? q -rl 40'-0" 5'-8" 10'8" 8'-8" 15'-0" PATIO I-- I-- ~f- W OJ o (j)OJ 0_ ~t I OJ II I I I I I I I I I I I I I I II 12'0" EGRESS /:~ ~ /'~ ~(3\ '-----/ ~ ~, BEDROOM *'2 FAMILY ROOM 11'-4" x 10'-6" 15'-0" x 20'-8" 8' CLG. CARPET _CARP~T_ _ _ _ _ _ _ _ G.T. 6'-4" 5'-8" \ - - - :5'-8" - - -VAULT~D CLG_- \- ~ - 10'-0" CLG. - V5E.1\ ~ f- EGRESS 25 SH 8'-0" X 3'-0" 6068 SGD EGRESS 35 SH e- II I I I III I I I I 1'1 I I I I Illl I I I I I 1III :: -r c.o I-- / := / I-- / I-- / := / I-- ~,~,~:~~ 5U~:%~ E VAULTED CLG. /~'v t= CARPET / ~ I-- -- - I------~----f----- P / / ~~ f18B\ / I-- / 12'-4" I-- ~ -('3 "\ -1' := ~I 6 t= 0.-- I\.. I", t... C\I I-- '!,.." I Z 5'-10" 910''' I-- ......I 0 I-- ~ f- -rl I I- c.o f- ~ IS -rl f- ~ f- Il 2868 II ~ ~ I> f- ~=_- 0>\9~ I : ~ 14 1 DBL TOP PLATE AT I f- = S-6 12" BAR TOP ON DINING ~ - BEDROOM *'3 2X4 WALL 10'-2" x 11'-6" I-- = 11'-4" X 10'-6" @ 39 lj2" AFF, 10'-0" CLG. I Sf ~'~ := := 8 8' CLG. \ 21'-111f2" CARPET I /!:: ~ 5'-81f2" := := 0 CARPET COL FRAMING FOR ~]\ ~IOF EN PASS THRU I -- (; .~ ~ I-- " SOFFIT ABOVE CNTR. I t8 I-- I... 12'-0" 4'-4" r-51h" 4 '-61h " 6'-5" 15'-21h" ~ '" 3' 2" ,;?'-612":= ~ ~~~~,?~~~EF~ " 266a~ . VINYL ~ ~.~ : ~~K~ - ~,~"~:~i;~' ~ ~ ~ v;':Y Lt(~~.. ~-,- 266~~, :; = I--""""""r--.. BAT' I ~ I' t" U ~^ 0 ,%,~ ~'i... ~ = I-- M I I SOFFIT~ -1 \.Y ~ OH CAB.,I .. > ~ I-- . I e;NCy~G. E ~ ~ ~11f-L1NE ~ ~ ==~Wo 1:5 KITC~EN~ SOFFIT ~ (WIC ~ ~ --.-:.. ~E ~ (j) 3'-5" ~ 5'-5" 00 @Sl 1~(1i'\ ~~ ==~_:i ~ 10'-0" CLG. V L1NE--{__ ~ I 8' CLG. '" c.o B"f\ T~ ~ ~ ~ ~ ~ (~( Q'd t2: :q\EJ OJ 110 VINYL >~ en ~rr -Ii ;:?! VINYL ~ 8' C h ~ ~ 8'\01 ; 3'-2" ~ '-~. S~- 8'-10" 02/;;. ~~!3'-T',: I 4'-10'/,"-------- 7 VIN' \::J:= 2X6 WALe := '0 I MI~ [n;T~IC -i ~ ~:: If3O\~~6;'",';&'~G'rHf~_O ~REF I: I" R/5H 5'8'1" S g ~ ffi I-- ~ -PROVIDE 31" ~ 2'-9" I SIM. Wj 3j8" (0 l------ L . L - - J /'" ~:= z 0 ~ ~PLATFOR~ - "v <: LAUN q /, Q S I-- FOR HVAC L NIT = ~3 THICK 00 . t \j- ['DC5009 = ~ OJ ~ VERIFY SIZE WITH 5' - S 4 TEMPERED G ASS t8 8' CLG. A @ 0 t9 ) = g,- I- 5'-11' ~FGR 2'-11" q - 9'-6" A.. ~ "I, 5'-51h"VINYL ~[,2'-8":'3cD N 5'-81f2':.-/ - ......13: >- U ~ L J 2868 _rl ~ 2868 -rl' ll... '- I-- G.T ELEVATION I ONLY e8J ~~ /~ -;-SED-ROOM -4-j ~r-1P74'-T3~ -'~-'\i. 5~l:~.- '-@\-7-SHEARWALL(3\-- I\W.H~:I~ ~/ I- ...., 11'-4" x 10'-6" ~ - ~ \\/ \51' '-~ .~~~) E"'" 8'CLG. 5E.l ____________~ _ ___f-_~6_/~.!ELE~ATlON_II.IV _~_____=_=__~ "-./ r- CARPET 12'-41,4" \. S-7 ) = 7'-73,4" -,' 5'-10" 14'-2" - 1.-. "---.../ ~ .-' ""'!, - ~ r-:. COV. = "V18B\ \( 6 \j ~ f18i3\ := (9\ ENTRI"V = ~ ~ = \. S-5 ) ~ ~ (3\.' , = ~--ATTIC:-A6i-s-s--~ 20'-0" = ~ := EGRESS ..--- :.~ - ; LOCATE IN FIELD I - e- 1111, I 'II IIII I III ----f:FJy~~J~~~~~~~ ~~~ = : 22" X 36" MIN : = ~ = c_______________" = V \ =: 2 CAR GARAGE = / 0 == - \ BLOCK TO 24" 8' CLG.A.F.F = LFRAME ABOVE = 1j2" DRYWALL ON FRAME WALLS = - -r R-ll INSULATION IN FRAME WALLS - = 0 1j2" CEILING BOARD ON CEILING = = C\I PAINT ALL _ - SEE SPECIFICATION SHEET FOR - = c- - -- _ __ __ __g~LLl~GJ_E2<J~!3~}.Y..PJ:__ _ __ _ __ _ _ __ ___ __ _, = - : : - ~-:--- ~-----------------~, =: ~ f188\ = "f188\ == ~ =-+ ~ = - HOSE = 115\ (5\ = BIBB - - ~./ 1\81 \81 ~ ~. nT - h EGRESS I-- I-- I-- f- f- I-- I-- I-- I-- I-- I-- I-- I-- ~--- ~/~ ""t I-- 0) -rl ~ C? -rl ...., -rl " I-- f- I-- I-- f- '---..JJ - - ~ - , - N. ~~ 2868 l..L...:....;; RjSH RjSH f8'\ ~ (j)I ~rJ) O:::Lfl ~N D;l co -rl 00, 35S~ ( 24 \ ~ 4'-0" BUTT JOINT ON 2 X 4 WALL WI HEADER @ 6'-8" BOT. OF GLASS 24" OFF FLOOR (2\(1\ \8/\51 6'-4" 2'-0" -r C'? -rl -I II , 16X7 OVERHEAD 12'-4" 2'-0" t 16'-0" 7'-8" 20'-0" 20'-0" 40'-0" FLOOR PLAN SCALE: lj4" =1'-0" -r o C'? C? 00 C\I :r co Lfl z 3: o o CL W I- (j) W c..:::J ~ 0::: ~ c..:::J o f- WALL LEGEND FRAMED WALL 2 x 4 U.N.O. 1:1:< ... a I I tt.f. ~. f. J. f I: i: I: J: L j:t:t::~:tt;: fJ. t. I. f I BEARING WALL INTERIOR SHEAR WALL II1111I11111I1I11111111111111I MASONRY WALL/ SHEAR WALL MASONRY SHEAR WALL INS. WI FURRING W l.!...~0::: '00:::0 W ll...l.!... ~i!5~~ ~-O::J w X~O:::O U O::Jl.!...U O:::OZU I- CL"""W~ O CL""'~f- <1:0<1:0 Z WO:::I-z o:::l.!...w W <l:zo:::O '1""1 oW<l:O '-.J W~(j)O _ I-<l:zz 1-......... Of-o~ ::JW-w O OO:::(j)""" ~z"'" . o ~(/)W~Z LL c..:::Jz~8:Q W ~QOo~ O(j) 0::: f-u 0:: o~Q~:J <( l.!..."""o:::UCL W""'WOCL :::) O:::Of-aS~ o ~....I~ ......I en 6- <i! en is <i!~ (/)0:::......1'- w......IO ::J>~zo::: <1:0::><1:0 en (1)Q)......I (l)1\;~ ~'U ~ ~ ~ ~ I en 0 (l)cag: (1)e8 - '0.0 IT: ca.- - ...(1)5:: OQ)W e"aU w c..:::J (.) I Z 00 Z f-, (j) 3 ~ c..:::JZw ~tO~ ~ (j)~Qo O:::NtO en '01-0 O~:t:1: Z ffizcJu w~~Li 0 W~IT:c..:::J II:t:1:. i= ~(j)-Z I-I-....lLIJ ::J c..:::JO:::Uo o:::l.!...LLQ. ..J ZWW....l 00.. 0 WOB;3(j)l.!...z~~ en WZ(/)OJZOO c Z I ::J Z w Q ::J f= z. a: I- 0 <! I (j) <! CC ==;:) ~en- l.!...Z....JI->WOOEn O<l:CLJ:W(/)CLa: . UJ Ul t5 <i! !:: CC 0 <i! En: C w cc3:C'?ZCC'LIJ oJ OJ8::J 0~::Jc:'(c:'( ..... W......lI-~~OI-....lJ: C ~~~~~ffi~~~ ~ ~~Ul83U)UlDD ii AREA TABULATION 1554 433 89 2076 FLOOR LIVING GARAGE ENTRY C? r-- C'? TOTAL UNDER ROOF ATC NOTES NOTE: GIRDER TRUSS CHANGES LOCATION PER ELEVATION. PLEASE VERIFY THE LOCATION WITH THE CORRECT ELEVATION. NOTE: SEE SHEET 5-14 & 5-15 FOR WINDOW MANUFACTURE NOTE: SEE SHEET 3 FOR FRAMING DIMENSIONS QUANTITY 115 25 2 2 1 5 60 60 5 5 10 10 10 5 15 CONNECTOR TAKEOFF WALDEN GRANDE 2003 USPID HTA 16 RT16 LUGT2 L TS20B HTT 22 RT7 SPT22 SPT4 RT3 SPT4 SUH24 HTT16 LSTA30 MP34 LSTA12 SIMPSON ID HETA 16 Hl0 LGT2 LTT20B HTT 22 H2,5 SPl SP2 H3 SP4 U24 HTT16 LSTA30 A34 LSTA12 o O)(j) O--.J O--.J I C\j- lC)I ~$ ~W ~- lC)> ~~ >-W 0:::0::: OU r-O ZO) Wr- >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. ('\J(j) 'z ~O ('\J- ~(j) > w ~ 11) o '- ...., U'- I-C"'l <l:CL 0)0 11)'- ~<I: ,,0 '~ 8~ w.....J O.....J z<( <($ o::~ 0W Zl- wU) wO(Y) ~ .....J 0 ~ <( 0 Z$C'J <( ......J CL SHEET NO. 2 OF 25 LAST PLOT DATE March 01,2005 ~~ ~c=JO ffi <t: CO (j) W o c..:::J Z o ......I ::J OJ ......I <( 0::: f- ~ o (j) (j) W o U ....I C'? IT: >< OJ 0 ll... ~ wr-- OLL.; c..:::J C\I C'? '<j- Z C'? C'? 0 ~......I C'? C'? 0::: ll... C\I C\I o .. I I .;2 g g (/)CL coco 11) 0 r-:.. r-:.. ~CL 00 Cl'l<l: ~q z Q L!'l o o N .-1 o .c () Co ~ W ~ o o o \.C w I- ::J 0 ZU1~~ oci~~ - > I N U1 ..J (J'I lfl - OJ 0 I > \.C (J'I Q W M \.C <t~Mt:' D.. I ..J M U1 I.J.. ~ I I- <1: OJ <t U1 0.. I ~ W I ~ ~ <1: Z ~ o o \.C o Z LW (.:;1 z Vi~<::? 0 LWI-UlLW:::J OZUl:::!<l: ,..,O-I> Z:;!;t:::!:Ul <l:N!-WC!::;:; (.:;1rl;;;:Oo ~C!:ooo :!:OLWLWt) <(u-:c......Jr-- o::OI-l':jz O:::JC!:Ul~ ~~tOC!: ~~<l:~3 w ~ 0::: U >- ll... Z Zf-O ~z- I- z w ~ -(j)> O oz 0 t30<l: Z ::JUo oz- owO::: I- cc~g CL-l.!... :r: ~ ~ <i! 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() -c:t:(/) 2=~:::::l 0:: 0:: SHEET NO. Cl.. 0:: 0 () 2A 0 U w ~ ~ 0 0 OF I Z (/) (j) 25 :::::l ('I') W 0 ~ 0 > LAST PLOT DATE N @ 0 March 01, 2005 Z - -I DIMENSION 40'-0" w U ~ o z w e" <t ~ o o LL W 0:::: <t :::> o (f) w ~ 1..L..c:t:0:: '00::0 w I..L..I..L.. ~W"",I- O<<:Z ~-O:::::l ><:(/)0::0 05I..L..u O::OZU Cl.."",wc:t: Cl..<<:~1- c:t:oc:t:o wO::l-z O::l..L..w c:t:zo::o owc:t:o W~(/)o I-c:t:zz ol-oc:t: :::::lW-w oo::(/)"'" c:t: Z <<: . ~(/)wc:t:z <.::lZ~EtQ ~Qoot;;: o(/) 0:: I-u orEo~::J I..L.. o::UCl.. w~wOCl.. O::Ol-iiSc:t: c:t:-Iz -I :::::l -I -. 0:: -I a(/) c:t: (/) 0 c:t:~ 0::-1" -Iw-lo -I>~zo:: c:t:0:>c:t:0 t/) Q,)Q)-I (I) 10 ~ (/) Q,)._ 0 ffi Q,)(.)(/)z ~~~~ I t/) ~ ~ (l)C'aCl..<.::l Q,)C8~ - '0.0 u:: -I ca'- - :::::l ...t/)~aJ OQ)w e"CU 5'-8" 10'-10" 14'-10" 8'-8" 111I I II11 :: :: III I II 11111111 11II II II I' 1 I I II 11 IIIII II II r I I i 'I I I - II ~ c-- -. 12'-0" I-- .,-' I-- C - -" - - - -' - -. - -. - -. - - i-- -" 0 I-- -. 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BOTTOM 1" M ...-1 f2"\ \2Y 10'-4" 2'-0" 6'-2" 6'-2" 9 ~ 12'-4" 7'-8" 2'-0" 2'-0" 16'-0" 20'-0" 20'-0" 40'-0" FOUNDATION PLAN SCALE:1/4"::::1'-O" STEMWALL HEIGHT (h) 0'-0"-4'-0" 4'-8" - 6'-0" 6'-8" - 8'-0" 1-STORY STEMWALL SCHEDULE FOOTING DIMENSION d b NUMBER/SIZE OF BARS LAT. 127.2# 210# 374# MAXIMUM F.C. SPACING (O.C.) IN STEM WALL 6'-8" w () I- o Z w ~ <:( I- o ~ w a:: <:( ::) o (j) W ~ LL<(O::: .00:::0 W LLLL ~W"",f- O"",Z ~-o::> x~o:::o O::JLLu O:::OZU n.."",w<( n..""'~f- <(0<(0 wO:::f-z O:::LLW <(zo:::o ow~o W~(/)o f-~ZZ o 0<( ::>w-w oo:::(/)~ (/)<(Z . W(/)W<(Z e"z~EtQ <(000f- t;iJ.i 0::: f-(3 oiEo~::J LL"",a:Un.. w""'wOa... o:::of-~<( ~ Z'-'-'....I ::>....1-0:::....1 o(/) <i! (/). 0 <(~ 0:::....1'- w....lO :::::J>~zo::: ~o>~o 10" 16" WI (3) #5 BARS W/ (3) #5 BARS 4'-0" 2'-0" NOTE: 1. VERTICAL REINFORCING IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE. 1" o M 2 ~ o o n.. W f- i,/) W '-' <( 0::: <( c..:I 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. 10" 20" w c..:I 0 I ~ ~ Z 1-. (/) 3: U) - e"zw <(U)..-l (/)~Qo O:::NU) (I) . 01-0 OM'*!: Z ffiz<(u w~~Li 0 W~~e" II'*!:. i= ~(/)-z f-f-...JlJJ :J <..:lo:::S3o O:::LLLL.Q. ..J 2WCL-l 00. ~ 0 WO(/)5(/)LLz~r5 (I) WZ(/)enZOO Q Z I ::> Z w Q ~:P= Z a: ~_ f-O::SI(/)<(O:::~::) 6ZCLf->W~Oca (I) ~ IW(/) a:' UJ tnt'5<i!~O:::o<i!ca: c w O:::3:MZo:::.lJJ .... en 8 ::> 0 ~ ::J c( c( .... 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BAR ( ----------------------------------------------------- ~ 2" VTR 1 I I 1 I I I I I 1 I I I I I I I I 1 I I I I I I I I I , I I I I I 1 , I , I I I I I I I I I , I , I -----------------------------------------------------~ 9 00 c-.. I I I I I I I I I I I I I , I I I I I I I ~ h" ::::;Xl .w.M. TO BE ,-"r~~~ ~I~:A::::C::::LEAN d" FILL t I; SEE SCHEDULE 7' FOR REINF. STEM WALL FTG. l-STORY SCALE: N.T.S. NOTE: REFER TO DETAIL 34/5-1 FOR TYP. STEP FTG. 3" VTR SINKS LAV LAV W/C 1-1/2 ' TO SAN. SEWER PLUMBING RISER NTS. 3" VTR o O)(f) O.....J O.....J I C\J- L()I ~S ~LLJ ~- L()> ~~ >-LLJ 0:::0::: OU 1-0 ZO) Wt- >0 ~.....J o o IJ] W I- - 0 ::J ZUl~t' DOr-t' _ > J N Ul .J Cl' U1 - [l] 0 I > IJ] Cl' (iWMlJ) 0:: M t' <( 0 n I a. I .J M UJ I.L r- ~I-<(ro <(UJll' ... W r- ~ ~ .... 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ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) W (,!J 0 I Z 00 f-.(j) 3 ~ z (,!JZw <l:<D~ ~ (j)~Qo O:::Nf.D en . of-O o~~ Z ffiz<)u w~~Li 0 W<(-(,!J II~ i= ~tn!:!::z f-f-...lLLi ::J (,!J 0:::: trl 0 0:::: u.. U. c.. ...J zWD....,j 00.. 0 wO(j)S(j)u..z~i:5 en WZ(j)COZOO C Z I =:I Z W Q::J i= z.cr: f-O::5I(j)LSO:::~:J e" ~~D..~~r.n~g~ Hi tnw~t:O::::o~l:Q: C wgo:::~('I')ZO:::<LU c( enw=:l>-8<(=:I <C C ~3bo:N8b~~ ;w f- =:I~IZ=:I<C- .... 8 ~ ~ 8 ~ ~ ~D~ ~ / / / / / / 1 /// / 'sf'. / I C=~k~=) / / F-AN , / ~~WIRE / ~ // OP., -----{/ ! : ;,\ I \ : I \ I J I I / , Cl'l o ('I') N o Z CO 0 ..: C9 ~ f- ~(j)t::! 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SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE, SECTION 905.2 6, PROVIDE AFCls (ARC FAULT INTERRUPTERS) IN ALL DWELLING UNIT BEDROOMS PER NEC, SECTION 210-12 \ \ \ \ o o ~ W I- - 0 ::J Ul ~ '" Z ..- L' OO..-t' - > I N Ul..JCl'Ln - DJ 0 I > ~ Cl' oWP1~ ~~P1~ D. I ..J P1 U1 I.J. ..- ~ I- ~ OJ ~ U1 Q. I ~ ~ ~ ..- i ~ o o ~ ITV I L _ ~ I I I I 51-71t~" I I I I I I I I IOPT.1 16'-4" f1 \ I ~ - - - -E- ~ ~<cr = ) rr FAN II \ PREWIRE \IOPT.I , ~~, / ' G ELECTRICAL LEGEND $ $2 $3 $4 $DM DIMMER SWITCH } I \ "" ~ SMOKE DETECTOR ~ FLOOD LIGHT 1____________1 FLUORESCENT LIGHTING , nun un, TRACK LIGHTING UNDER COUNTER SINGLE POLE SWITCH DOUBLE POLE SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH -?- fr d:b o dt GROUND FAULT INTERRUPT dt WP WATER PROOF WI GROUND FAULT dlb 220 VOLT OUTLET ~ SPECIAL SERVICES OUTLET I TV I T.V. CABLE OUTLET ..... ~ @ ~ ~ BATH FAN WI LIGHT CEILING FIXTURE c v CEILING FAN SCOUNCE ( WALL MOUNTED) FIXTURE 110 VOLT DUPLEX OUTLET (f) 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 [EBJ GARAGE DOOR PUSH BUTTON --- 110 VOLT SPLIT SWITCHED OUTLET 4'-8" / \ , , ~ ('I') o Z ~ ~CIl'" CIlI- 0 w,..CIlW:::J OZCIl:::!<l: OO-I> z~t::~CIl <l:NWa:~ "'~~OO ~a:ooo s:OwwU <l:LLI....J1- a: 0,.. [5z O:::Ja:CIlW ~~~O~ ~~<l:~B W zo W o--!z t= S Z <(coO u........u g:::~ u 0 r:::........ 0::<( wu.. >0 Cf TELEPHONE CABLE OUTLET ,/ ) ~~ ---- \1/ / C=J:<t~~) ~ FAN jj PREWIRE i IOPT.1 I I RECESSED LIGHTING \ \ ~ WATER PROOF RECESSED LIGHTING BATH FAN ELECTRICAL22 , \ PANEL FIELD I, W.H) LOCATED " IOPT.1 GFI WP IOPT.j ~ - ITV L _ 111 N(/) 0 ........ ...., 'Z u........ ~O f-('I') <l:D.. 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() 0::: 0 0 U w I- 0 ~ 0 OF I Z Q) 25 (j) =:I ('I') W 0 I- 0 > LAST PLOT DATE N @ 0 March 01, 2005 Z - -J ELECTRICAL PLAN ;' ~------9=dt- \---~ I 11' I , I ATTIC ELECTROC I I l J~ _R_Eg'p_ ~y -1- - g~ J I ~i I / ~ / FOR GARAGE I DOOR OPENER ~ - - - - - -I - - - - - - - - - - ~- - - - - ~- - - - - - - - - - - - - - - - - - - - - ~ _ --+ _ _ _ _ _ _ _ '"' nT , ~ --------+--- I I i / I I @4~" / A.F.~/ I, ) ~-----------------------i~~~~~~~~i~~-~~~~~ : METER SOCKET~ ~ _..--- : I ~ I: I I : \ I I c:::::::::J =::::::J i 0 ~----------------------------------------------------- ~ ( 2" VTR \ I \ I I I I I I I I I , I I I I \ \ I I I I I I I I I I I I I \ I I I I I I I I I I I I I J I I I I ~-----------------------------------------------------~ 3" VTR SINKS [YO WW f-~ Wu ~O .-1 uo W-I --!W w_ u.. 3" VTR LAV LAV WIC 1-1/2~' I I I 11/2" RIGID NIPPLE WITH : 2 #1 AND 1 #3 CU THW : CONDUCTOR I I I I I I I I I I \ =CTRICAL RISER DIAGRAM V ~ NTS ----------------------------------------- SERVICE SIZE = 150 AMFS #4 CU Gf10UNDIN~ PER NEC 1999 EDITION MAINTAIN ATTIC ELECT 36" FROM BATH ROOM HOSE BIBB BY POWER COMPANY TO SAN. SEWER ----- PLUMBING RISER NTS. --- --- IOPT.1 - ---------- IOPT.) ELECTRICAL PLAN SCALE: 1/4" =1'-0" * G.C. VERIFY ROOFF PITCH GENERAL NOTES: ROOF PITCH VARIES PER SUBDIVISIONS (5/12 OR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. VENTILATION CALCULATION ROOF CRITERIA -12" OVERHANG U.N.O. -PLUMB CUT FASCIA -ROOF PITCH PER ELEVATION -WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) -SHINGLE LOADING FORMULA == S.F /300 (1/300) 1 2 (INTAKE vs EXHAUST) * 144 (TO CONVERT TO SQ. INCHES) = NET SQ. INCH REQUIREMENT 2076 TOTAL 498 SQ, INCHES OF 5 TOTAL S,F. VENTILATION REQUIRED REQUIRED VENTS ~ ~'.. ~~ ~n .""'-J... ./. ' .. .................. ./'" . ............... ~ ....... .. ...... ~ I ./' · .. .~ 4 OFF ./'"~' .. .. T '. ... . .,.j .., ,,' " " ..~ I ~IDGE VENT /' ... L .' · ... ..,. Ll'-O" or'- · ~L ./../' . .. "', .. .. . DG E "'5:L' ..' ,~~ ~ ..... ..........-................... ./'. . · · · . ., · ..../'. . · . 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I' C() g I'-- o ...., ~ ~ " ow SET BE, ~ 3U~ T03B xx T03B T03 19 S-7 9'-8" T03 / "" H04 / ~H03 / " 05 @---~ J05 J03 ';)0)/ cY ~ ~n1 QIl~ ~ b 9 b -, '" -, I'-- o ...., I'-- o -, I()~ . 7'-8" ,/ [/I~ Lfl o ...., '"" o ...., JOl 40'-0" - _..I~ "" ~ "'-\A '"" o ...., Lfl o ...., ~ ~ " '" \Y) --~0 TYP, UNO TRuee LA Y OUT f NOT TO SCALE ~ I--' r-...) 6 f8\ ~ ~ 'J ~ ,Ir " IT] i ff ~~~~ru M id-State TrussCom pany Serving Florida Builders Since 1970 3125 Reynolds Rd., P,O. Box 1606 Eaton Park, Florida 33840 863-665-1309/ 1-800-940-8787 ~ 8' A" BRG. WALL I I BEAM BY BUIDER I I NON BEARING WALL t~ ~ ~ VAULTED CLGS ~ 10' A" FLAT CEILING ~ D 8' 0" FLAT CEILING ~ANGER 5Ct-iEDULE ~ SIMPSON HGUS210-2 6 SIMPSON 8 SIMPSON ~ SIMPSON STANDARD ROOF HANGERS ARE SIMPSON HUS26 STANDARD FLOOR HANGERS ARE SIMPSON HHUS46 UNLESS SHOWN OTHERWISE APPROVED TRUSS ANCHOR BY BUILDER S.Q. CUT OVERHANG HEEL HEIGHT = 2x4 STD. BOTTOM = 2x4 MIN. TOP = 2x4 MIN. 12 5.9 ------ V~ ~ 0 12 ~ \~ \~. 1 ' -4 " TRU66 END DETAIL r--------r- r-------- ---- * 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. ~ UPLIFT v ALUE5 4 CONNECTOR5 ZONE [!] MWFRS f2l COMPo & t....::.J CLAD QJ MWFR5 [!J MWFRS MARK o CONNECTOR A B C D E F G H J K L M N P Q R S T U V W HETA16 HETA20 H2.5A H3 META20 HHETA20 Hl0 MTT28B HTT22 H D2A * H D5A * HD6A * LUS26 HUS26 HUS28 MTS12 MTS16 MTS20 MGT LGT2 HGT-2 UPLIFT CONN. < 14901BS. @ < 14901BS. @ < 11741B5. SEE 5E.1/S-7 < 45018S. @ I SEE SHEET S-7 FOR NOTES I UPLIt- CONNECTION CROSS-REFERENCE SIMPSON STRONG TIE USP MANUFACTURING, INC. CAPACITY FASTENERS CONI\ECTOR CAPACITY SYP SPF SYP SPF 1810 9 - 10d x 11/2" HTA16 1500 1500 1810 9 - 10d x 11/2" HTA16 1500 1500 600 535 10-8d RT7 585 585 455 320 8. 8d RT3 550 475 1450 7 - 10d x 11/2" HTA20-18 1200 1120 2235 12 - 10d x 11/2" 990 850 16 - 8d x 11/2" RT16 1030 945 8-8d X 11/2"& 8-10d 4455 4455 24 - 16d MTS27B 4685 4029 24 - 16d 5260 5260 32 - 16d SINKERS HTT22 5370 4618 32 - 16d 2775 2570 5/8" DIA, BOLTS TD2 3435 2954 2 - 5/8" DIA. BOLTS 3705 3130 3/4" DIA. BOLTS TD5 4180 3594 2 - 3/4" DIA. BOLTS 4405 3680 7/8" DIA. BOLTS TD6 6655 5779 3 - 3/4" DIA. BOLTS 1165/1115** 780/875 ** 8 - 10d x 3" JUS26 510/740 440/695 8 - 10d 1550/3325 ** 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 13 - 10d x 11/2" 13-10d x 11/2" 10 - 8d X 11/2" 8 - 8d X 1 1/2" 10 - 10d X 1 1/2" "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. 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", . .'. ..... d ,. ,. ,1' .". , J" ~:,.'~.~ :\ ~g~ :U ~ 1 b J I 15\ S.G.D. SILL DETAIL \\ S--11) STEM WALL FTG. ~ 1-STORY '-2 #5 CONT. _ TYP. CORNER BAR J 35\PLAN DETAIL ~ SCALE:3/4"=1'-0" SCALE: N,T.S, - I 34 ,TYP. STEP FTG. DETAIL '5-1 SCALE:3/4"=1'-0" -- STEMWALL HEIGHT (h) 0'-0"-4'-0" 4'.8" . 6'-0" 6'-8" . 8'-0" NOTE: W.w.M. PLACED I 1 UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. ,:/8" SAWCUT X 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN I I ~,." "'" .'. . . '" '.".""'.:) ."~:'''~..;~~''''';:'';.~':.''''.''~.~'' 't." ~ ~ ...... ..;1 ..'. :l;1... ';l;1..." :';1.." :l;1... ';l'.,l ;"( (/) tL I ,. ,. ,. " " " 'I I 36 \ CONTROL JOINT DETAIL '5-1 SCALE:3/4"=1'-0" - - 1-STORY STEMWALL SCHEDULE FOOTING DIMENSION MAXIMUM d NUMBER/SIZE OF BARS LAT. F.C. SPACING (O,C.) b IN STEM WALL 10" 16" WI (3) #5 BARS 127.2# 6'-8" 10" 20" WI (3) #5 BARS 210# 4'-0" 12" 24" WI (3) #5 BARS 374# 2'-0" 1. 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NOMI~ill : ~ .:. 'l<::' WIDTH ~ ':. NOMINAL HEI OUANTlTY OF 5 .. .~. . . '. REBAR AT TOP '. . "ROUT .Ji5 REBAR AT BOTTO OF L1r-. TEL CAVITY \ BOTTOM REI\FORCI\ 7-5/8"ACTUAL 7"" PROVIDED 1\ L,r-. TEL 8" NOMINAL WIDll (VARIES) o MATERIALS 1. f'c precast lintels = 3500 psi. 2. f'c prestressed lintels = 6000 psi. 3.grouted per ASTM C476 f'g = 3000 psi w/ maximum 3/8" aggre~ate and 8" to 11" slump. 4. Concrete masonry uniTs (CMU) per ASTM C90 wi minimum net area compressive strength = 1900 psi. 5, Rebar per ASTM A615 Grade 60. 6, Prestressing strand per ASTM A416 grade 270 low relaxation. 7.7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required, 3. Installation of lintel must comply with the architectural andlor structural drawings. 4, U-Ltntels are manufactured With 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. Alllin',els 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 lin',el cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast-in-place concrete may be provided in composite lintel in lieu of concrete masonry units. 9, Sa'e load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605,05 and 03.0605.04. 11. The exterior surface of lintels instaJ:ed in exter,or concrete masonry walls shall have a coating of stucco appl'ed in accordance with ASP\,1 C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Appl'ed vertical load Appl,ed horizontal load + Safe ver:ical load SAFE LOAD TABLE NOTES Safe horizontal load < 1.0 1. All values based on minimum 4" bearing. Exception: Safe loads 'or unfilled intels must be reduced by 20% if bearing length is less than 6-1/2". Safe loads for all recessed lintels based on 8" nominal bearing. 2. N .R. = Not Rated. 3. Safe loads are ',otal superimposed allowable load on the section speCified. 4. Sa'e loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capa6ty can be obtained by the designer by providing addional reinforced masonry above the precast lintel, 6. One #7 rebar may be substituted for two #5 rebars in 8" lintels only. 7. The desgner may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d-away from the face of support. 8. For composite lintel heights not shown, use safe load from next lower height. 9. For lintel lengths not shown, use safe load from the next longest length shown. 10. All safe loads in units of pounds per linear foot. 11. All safe loads based on simply support span. 12. The number in the parenthesis indicates the percent reduction for grade 40 field added rebar. Example: 7'-6" Itntel Type 8f32-1B sa'e gravity load = 6472 (15) w/15% reduction = > 6472 (.85) = 5501 plf SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS ~~~ _____ TYPE LENGTH ____ 2'-10" (34") PRECAST 3'-6" (42") PRECAST 4'-0" (48") PRECAST 4'-6' (54") PRECAST 5'-4" (64") PRECAST 5'-10" (70") PRECAST 6'-6" (78") PRECAST 7'-6" (90") PRECAST 9'-4" (112")PRECAST 10'-6' (126") PRECAST 11'-4" (136") PRECAST 12'-0' (144") PRECAST 13'-4" (160") PRECAST 14'-0" (168") PRECAST 14'-8" (176") PRESTRESSED 15'-4" (184") PRESTRESSED 17'-4" (208") PRESTRESSED 19'.4" (232") PRESTRESSED 21'-4" (256') PRESTRESSED 22'-0" (264') PRESTRESSED 24'-0" (288") PRESTRESSED ~ ~~ ___ TYl-YPPFE 8F8-1T LENGTH ~ 8F8-2T 2'-10" (34") PRECAST 19n 19n 3'-6" (42") PRECAST 1569 1569 1363 1363 1207 1207 1016 1016 909 929 6'-6" (78") PRECAST 835 (12 835 7'-6" (90") PRECAST 727 (23 727 591 591 530 530 474 494 470 (9) 470 13'-4" (160') PRECAST 418 (15 428 14'-0' (168') PRECAST 384 (15 410 14'8" (176") PRESTRESSED 239 246 15'4' (184") PRESTRESSED 224 230 17'-4" (208") PRESTRESSED 187 192 19'4' (232") PRESTRESSED 162 166 21' 4' (256") PRESTRESSED 142 142 22'-0" (264") PRES~RESSED 137 137 24'0" (288") PRESTRESSED 124 124 4'-0" (48") PRECAST 4'-6" (54") PRECAST 5'-4" (64") PRECAST 5'-10" (70") PRECAST 9'4" (112") PRECAST 106" (126") PRECAST 11'-4' (136') PRECAST 12'-0" (144") PRECAST ~~~ L~~ 8RlJ6 4'-4" (52") PRECAST 1635 4'.6" (54") PRECAST 1494 5'-8" (68") PRECAST 866 5'-10" (70") PRECAST 8:0 6'-8' (80") PRECAST 797 7'-6' (90") PRECAST 669 9'8" (116")PRECAST 411 8" PRECAST & PRESTRESSED U-L1NTELS 8U8 8F8-0B 8F8-1B 2231 3069 3069 2231 ~On9 3069 1966 ?"i61 2693 1599 1969 2189 1217 1349 1663 1062 1105 1451 908 1238 1238 743 1011 1011 554 699 752 475 535 643 362 582 582 337 540 540 296 471 471 279 424 442 N.R. NR 458 N,R. NR 412 N.R. NR 300 N.R. NR 235 N,R. NR 180 N.R. NR 165 NR. N.R 129 8F12-0B 8F12.1B 460"i 4605 3719 4605 ?751 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 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 ??()<=; "<':&::1 ,<><.a><. 1<':?<; ?<;&::A 1><.A'< ?<=;&::A l"A7 ?!'\a,< 1 <;'<':1 ?!'\a,< 1 ':IF;F; 1 'OA" 1 ~,,<': 1 ><..!1&:: , ?<;4 1<':'" , .-,,,, 1 "", "n" 14"" ""7" 14?" 1 n"" 1 "l?" 1M? 1 ':l?" "', NR 1'nn ,ql1? NR NR 1 ?<=;() 17"l"l NR NR 9'10 1':l?R NR Nq 7'10 1o:n Nq Nq .'i9R R4" NR NR .O:;"i0 7R4 NR Nq 4"i0 R"4 UPLIFT 8F20-1T 18F20-21 5747 <=;747 4569 4<=;f>q 3966 3966 3508 3508 2949 2949 2694 2694 2419 2419 2102 (11 2102 1471 (15 1705 1185 (15 1526 1034 (15 1422 936 (14 1349 783 (14 1145 723 (14 1050 671 (13 968 626 (13 897 520 (12 732 446 (11 616 393 (11 531 378 (11 508 341 (10 450 8" PRECAST & PRESTRESSED U-LlNTELS 8RF6-0B 8RF6-1B 1749 1891 1596 1756 920 1167 859 1113 901 901 755 755 466 526 8RF10-0B 8RF10-1B 3355 3699 3063 3699 1770 2481 1653 2342 1825 1825 1490 1490 999 999 8F24-1T 8t-24-2 I 70.,4 7m4 5591 .'i"iClI 4853 4853 4292 4292 3607 3607 3295 3295 2959 2959 2571 (10 2571 1811 (15 2084 1458 (15 1865 1272 (15 1738 1151 (15 1649 962 (14 1444 887 (14 1434 (8) 823 (13 1324 (8) 767 (13 1224 (8) 637 (12 993 (8) 546 (12 831 (8) 480 (11 713 (7) 461 (10 681 (7) 416 (10 600 (7) GRAVITY 8F24-0B 8F24-1B 8974 8974 8054 8974 5961 8974 4576 8672 3123 7342 (19) 2549 6036 (19) 3707 8360 2698 5681 3486 3486 2777 2781 2423 2423 2193 2193 1838 1838 1697 1697 NR 2245 NR 2058 i'<R 1609 NR 1282 NR 1114 NR :047 'iR 884 8F28-1T 8t-28-2 I R,?1 R,?1 f)613 f)f>n 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 (1.; 1562 (14 754 (1:'< 1268 (14 646 (12 1057 (14 567 (11 903 (13 545 (11 861 (13 491 (10 756 (12 8F28-0!3 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 NR 1359 'iR 1285 NR 1092 8F32-0B 8F32-1B 11809 11809 10951 11809 8107 11809 6224 11809 4249 10127 (19) 3470 8328 (20) 5061 8825 (14) 3685 6472 (15) 3302 6390 (47) 2536 4754 (45) 4006 4006 3552 3552 2883 2883 2630 2630 NR 2712 NR 2513 NR 2047 NR 1716 NR 1468 NR 1399 NR 1222 LATERAL 8F32-1T 10'-"":-":1 Clf)OR 9f)OR 76.,6 7n~R 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 WI 2"'iECESS DOOR U-L1NTELS (14) 205 (7) (14 N R (11) , . . (13) N.R. (14) (12) N.R. (14) (12 (14 N.R, (11 (13 N.R. (11) (13 N.R. (10) (13 'JR. 91 8RF26-0B 8RF26-1B 6493 9479 5924 9479 3402 7917 (19) 3174 7402 (19) 9448 9479 7239 8998 (19) 4091 4150 ~ ~~ UPLIFT ____ TYPE 8RF6-1T RRFIO-11 RRFI4-11 8RFl8-1T 8RF22-1T 8RF26-1T 8RF30-1T LENGTH_______ 8RF6-2T I ><.R1'1 _ ,1.?T 8RFl8-2T 8RF22-2T 8RF26-2T 8RF30-2T 4'-4" (52") PRECAST 905 174R 2635 3522 4409 5296 6183 905 174R 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1 R7<=; 2525 3374 4224 5074 5924 867 1 R7<=; 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1 ':I!'\1 1960 2b1~ 3277 3935 4594 675 1':1()1 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1 ?f;? 1900 Lo,j~ 3176 3815 4453 655 1?f;? 1900 2538 3176 3815 4453 6'-8' (80") PRECAST 570 1 ()1? 16bl 2204 2758 3312 3865 570 10Cl7 1651 2204 2758 3312 3865 7'-6" (90") PRECAST 506 7q7 1462(8) 1952 (7) 2442 161 293116 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116') PRECAST 395 491 931(12) 1301 (15 1640 (15 1980 (15 2322 (16) 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 8F12-1T 8Fl6-1T ~r1L'L I 8Fl6-2T 3173 4460 3173 44R() 2524 3547 ?574 3547 2192 3079 2192 3079 1940 2724 1940 2724 1632 2290 1632 2290 1492 2093 1492 2093 1340 1880 1340 1880 1021 1634 (12) 1166 1634 680 1133 (15 851 1326 552 914 (15 686 1183 485 798 (15 599 1028 441 723 (14 543 928 373 606 (14 455 770 346 559 (14 420 709 323 519 (13 390 655 302 485 (13 364 609 255 404 (12 303 500 222 347 (11 261 424 198 306 (11 230 369 192 295 (10 221 354 175 267 (10 200 316 8RF14-0B 8RF14-1B 3280 5206 2992 5206 1716 4567 1600 4242 3120 3120 2459 2459 1568 1568 8RF18-0B 8RF18-1B 4349 6639 3968 6639 2277 6389 2124 6639 110' 5048 5048 3776 3776 2253 2253 8" PRECAST WI 2" RECESS DOOR U-L1NTELS 8RF22-0B 8RF22-1B 5421 8060 4946 8060 2839 8060 (34) 2649 8060 (39 7747 7915 5743 5743 3129 3129 LATERAL 8U8 8F8 REINF C'v1U 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 8RF30-1B 7567 10893 6904 10893 3966 9311 (19) 3700 8706 (19) 7360 10893(32 5623 10893 (48) 3146 5891 (47) 8RlJ6 8RF6 REINF. CMU' 758 757 1365 694 693 1249 408 407 734 382 381 687 595 788 510 509 674 393 370 490 227 jTYP. TIE BEAM W/3000 P.S.I. CONC. W/l #5 REBAR CONT. r USP SPT4 W/(6) - 10d X 11/2 l-~. ':1:' . _'" ,.. .".. . I .. . ....... . I ~ ~ ~ ;: ::; ~ :; =;: = ~" ... .......... I .. . ...... . .. .. 't ...., ... . 1 1 1 1 I k ;, STANDARD HOOKS W/25" MIN. SPLICE TYP. FILLED CELL W/3000 P.S.I. CONC. W/l #5 REBAR VERT. 1 '. l-;. ;, 1 '. . ..... 'I . INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL l-;. : 1 " . .... '1 I: . r~" " 8" C.M.U. I '. . '.. 2" X 4" P.T. W/ (3) 1/2" X 8" "J" BOLTS OR (3) 1/2" X 6" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS (8) 2 7/8" HILTI TIX-DNI NAILS I.: r. I '. '... : I.: f.... ~ '" . ..... . ...... . ...... . .... ...,........,..'.......'.....'~ .............................- . . . . ,I . ..... . ....... . ..... . ...... . ., ..' '.. ' .. 't .... ., J" .... ., I" .., ., ... ... . '...... . ....... . ....... ' ':'.. I , 3 S-2 FRAME (EXT./BRG./SHEAR) WALL \ TO MASONRY CONNECTION DETAIL I SCALE: N.T.S. - LINTEL BEAM: 1 COURSE LINTEL BLOCK W/ 1 # 5 BAR & 3000 PSI GROUT, MIN, 25" LAP (ACI 530) "'. =ootl ,lIIIII NON-SHEARWALL SEGMENT I. III 111111111111.1 TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. .~."\..,;,,-'..., 10' ... 't 4" .. ., lI. . ~~.'~ .,. .. . !j."" . , . FILLED CELL: FILL BLK. CELLS WITH 3000 P.S,I. jGROUT Or-..E #5 @ LOCATIOr--.S SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN. MIN. LAP 25" (ACI 530) TOP_OF SLA_B --$ r-.OTE: SECTION BETWEEN DOW,'J RODS ARE CONSIDERED SHEARWALLS UMESS OPENI,'JGS ARE BETWEEN THEM. CONC. SLAB OVER 6 MIL V,B, OVER CLEAN COMPACT. TERMITE TREATED EARTH FILL REINFORCED WITH 6x6 Wl.4XW1.~ WWF \ ... -- f2\ TYP. SHEARWALL SECTION ~ SCALE: N,T.S. PRECAST "U" LINTEL W/ 1-#5 CONT, IN 3000 PSI CONC. @ OPNGS, 6'-0" & OVER. PRECAST "U" LINTEL ALL OPENINGS UNDER 6'-0". HURRICANE ANCHORS, (TYP.) ~ ~ -:J4:'~.4.:..,~.':';"11 1I"r' '.:; ,. ~'7~F ~:"J ''7';: ~':r ':":: .. " I r ,.... - .. . 'Ilo. - . I.' ~ I I SPLICES 25" MIN. LAP (ACI 530 ) ~ 10" lIH 00 I\. '1 '1 ". ':,' II ' ":,~'" "f ......; .:.~' I ~,,~ ,--... . ~ ~:-- "'''.. ...,,:-- ~ to, ~."".." .. . ..".. .. . ..~ .. _' ,"" ,. .' ,! 1" j' .... ... ... ~5 , '..,.... ,. "," .. '..,.... ,'. ..,.... .. . ","" .. . to;. ~ '-J....:.:..:..:._..~..:. ~ '-J, ~ I I., r: .. : .. to I I I h I h,:. REBAR BOTH SIDES FOr. " ',', OPENINGS 6'-0" OR MOR~, .. ~':: ','. I I I r--ll., . ~r:"".. I I I.: . . r~ .. to.. I I h I I .' " . #5 REINF. ~ BAR 1> <,> ~" ~ rv ':~,~'A:91 #5 STD. 900 HOOK SCALE:l"=l'-O" 20" MIN. LAP t t L#3 OR #4 REINF~RCING BAR #3 & #4 LAP SPLICE 25" MIN. LAP ~~L;'~ ~~;;R~N7B~-VVV-' #5 LAP SPLICE ~ 36" MIN. LAP ~ 1 1 ....'- n'i)~.~n9'~"~~S :~~ n9~~,xy'~~~S~~S y- , #6 REINFORCING BAR #6 LAP SPLICE .- / 5" REBAR SPLICE DETAIL , S-2 SCALE: N.T.S. STD. 90 HOOK i I I I I TYP. BOND BEAM 8" X 8" x 16" K.O. LINTEL BLOCK FILL W/3000 P.S.I. CONC, W/l #5 DIA, REBAR MIN. LAP 25" (ACI 530) STD, 90 DEGREE ANGLE 3000 P.S.I. CONC. W/l #5 DIA. REBAR MIN. LAP 25" (ACI 530) INDICATES FILLED CELL FROM FTG. TO BEAM WITH 1 #5 BAR MIN. LAP 25" (ACI 530) I I 8" X 8" X 16" C.M.U. I 11.: ' r. I I TYP. DOWEL 25" MIN. LAP (ACI 530) ".. .... I '. ' ~;" ." tIi... .. ....... .. ......... ........... to.. .. ." ".. .. ....... .. ," 10.. .. ........ ........ ....... .. ....... .. ....... .. ." ".. . ." 10.., ." to.. .. ...... .. ....... ~ ." ", .. ' J' to... ' J' .... ,. ~,. ".. ..' to.. ,. .." 0.. ,. ..' to.. ,. J' to... ,. .." .... ,. .. j .. .. ..'....' J" .... ,. ..' 10.. ' J" ".. ,. J" ".. ,. J' ".. ' J' 11>.. ,. .." '.. ,. J" .... ,. J' , .. '.. . "", . ' iii. ~ ~ c:;:::;::;, , '." ~ . "", , '~", . "", . '." ~ .~ ~ ' '~" ~ ' . ~ iii. ~ . "', , . ~ iii. ~ . . ~ 1Ii., ~ .. . '~', . '~', , "'.. . . ~ ~ ., , .. " '\ 1Ii., " , ~ ., , , " , .. ., , , " , , " , , ., , .. " , ~ " , .. " , .. " , , " , .. " , .. " , .. " , , " , .. " 1 I I CJl<" I .' '. .. ~ 1Ii.. I " I I 1.:'. f: . '. I '. t 1~'Jt, I I II ~;: ' " , I 1 '. ~SEE FOOTING DETAIL TYP, MONO. FTG. (1 \.S-2 - J SEE FOUNDATION PLAN 1 FOR LOCATIONS , BLOCK WALL/REINFORCEMENT J SCALE: N.T.S. - I111II11 ~. - - - - - - :: - - - = - = - - - - - - :: - - - =: -- -- -- - -- ;; <D = - :: -- -- - - ;;; ~<D ~ -- -- -. -. -. ~ - -. -- -. :: -- -. -. -' ::- =: -' -' -- - =: -' -. -' -' -. - IIII II ~ "~ ~ "' ., 'iii.. , ," . ~' '"..:' .. , "" , .. I11IIII1 I11IIII1I111I1 II II 1II1III1I111I11111 <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. 1/1111111 ~: r-' r- r-' r- r- r-' ~: r- r- r- r- r- ----- I- r-' - -- -- 1-- ~ r-' r-' r-' ~ r- r- l r-- r- r- r-' r- l- I- g ~. MIN.@ <D FOR ELEV. 1 (F) ~ FOR ELEV 2, ~ FOR ELEV. 4 ~ 1-1111 LINTEL PLAN N.T.S. 10'.0" T.O,L. , 1Ii." ",,, ....' ..~.. """"~"",,,""~~''',~ "" ,,~, ',' ',' " 'j' .. ',' " , ,,' .. ,,' .. , " .. '. - .' . , '. '," "- ... ',,, . ....' . ,~~ . ....' , ',~ . 10.,,, . ", ~ . 1Ii." , .... ~ . 10., ~ , ',' ..' ~.' ,iii., ' ~,' .'" ' ~.' ....~ ' ".' ..... ' ~,' ,'" ' ",' ,": ' ~,' ,": ' ~,' .": ' ~,' ,".~ ' ~' ", ' " . , . " ~'''", to, ~ . " ~ , '.., . to..' , '" , '" , ",,, , ", ~ , 1Ii.,.. , , ' ~' ..~ ' ..' ", ' ~' !l.~ ' ..' to, ' ~' .... ' ~' " ' ~' " ' ~' '.. ' ~' " ' ~' IO.~' .. , ~;: .. ~ ' '~ :: .. ~ ' '~ :: .. ~ ' '~ :: .. ~ ' '~ :: 10 ~ ' '~;: ,~ ' . ~ :: to ~ ' ''', :: .. ~ ' ''', :: 10 ~ ' '~ :: 10 ~ ' '~ :: .. .., ,....,"........':',. ':' , , .'" , , :' .. , : ~ .. , .1Ii., .. . :... . . ..b., ' . '. ',.... ". , ,~ " ... "..",..",..".....,.',... 10." , .. ~ ' . ",I' , ....I' , "I'''' , ... , " . , '.. , '" , ~ b. , " , , b. , 'b. , '. , '.. , '.. . . _ , " " "..... ,. .. ':, ' . .:- . . -:. . . 'LINTE- L CO'URS~:' ' . ':. - . ':- . . ':. - , , '~. ,1Ii.,'... ,..,,~. ,1Ii.,'..., ., ., ~ ,"I' '~. :' ~~. ,..,,~, ,1Ii.,' , ,~.. " 8'-0" A,F.F. 8'-0" B.O,L. .... .. , ~~ "I' ", , ," to:' ','" to ~ ' ~ . ll." . " DOOR OPENING " . . ' , ',..... ' , . . , . " ... ,,~ . . . ' I , - 9E \ LINTELS AT ENTRY DOOR w/RAISED ENTRY S-2 I SCALE: N.T.S. 10'-0" T.O,L. .. . ....' . "I" .... ~ '..I' ..".'~ ~ . ,,~, . ...... , 1Ii.~.. ....I' ",I' ..",' .. ,,' " '.' .. , J' .. ,.' .. ',' .. ,,' .. '- ' .' . 11II1III1 -- -- -- -. -- -- -- ::: -. -- -. - -- = - -- - - - - - ::- =: -- -- - -- =: -- -. -- -- -- =: -- -- -- =: -- -- -- -- -- -- -. - -- -- =: -. -- -- -- -. -- =: -- -- - -- -- -- =: -- -- -- -- -- -- <DX i= -- -- = -- -- - -- =: .-- r-- r-- r-- i-- i-- i-- ~: I- r-' i-- i-- ffi r-' r-- r-- i-- i-- I- ~. r-- i-- l- t-- r-- i-- i-- i-- ~- -' i-- i-- i-- i-- i-- ~ r-' r-- r-- i-- i-- '-- ~ I \ - 9H \ LINTELS AT ENTRY DOOR w/RAISED ENTRY S-2 J SCALE: N.T,S. . , , ,I' " ,. .... ~ , ....I' , ",I' , 10..... , "" . "." . ....' . 1Ii." , '.... . ".. ~ , , , ....' ~.' ," '~,' ,": ' ~.' ,": ' ~,' ..... ' ~.' ,": '~,' .".~ ,~' ,,~ ' ~,' ,1Ii.~ '''.' ,II., '~.' ." , '. ' , . .., "..,'..,."",.."..,. iii. .. ,iii. 1Ii., .. , ....' , ., ~, " .,' .. ,,' " , .' .. ,,' .. , " to , " .. , .' .. , . 'l to , . 'l !l. , .' to , " !l. , ~: / ',-, ,..... '.',- '-',. '.LINTE.LCO'URSC:'" ....' ....' .'..,. ',.. , . ....' ~.' ,10., ' ~,' ,"I' . J.' .'.' '~., ". ., ~., ."~ 'J,' ,"I' , ~,' .!l., ' J' ,',' " '.. " , ,"'" ' ,~ . 8'-8" B.O.L. 8'-0" A.F.F. , ~'/ ~ . ' . ',"" ','10 ,.. ... 'l ~,::..~,'~::..~, .. , , to ~ ~ , . , . ~ ' .... , ,... to ~' ',..... ~ ' , , .. ~ ~ . .. DOOR OPENING .... ',::.. ' ~ , " , , ~ ..: . , . . . . - w U f- a z w o <( f- a a LL w a: <( ::J o CI) w ~ LL..<l::a::: '0 a::: 0 w LL..LL.. 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NN o . 06 .~ 0000 (/) Q.. 00 00 L!')O r-:.r-:. <;t Q.. 0 0 _ 0) <l: <;t <;t 0) o M N 6 z 00 0 00 I- ..: r-:. <l:: i ~~1Q~>8 rJ'J ~w'~~ N ~ 1.l..~ . -ML!')<.:l<l: M a:JoNZ g,~ ~ W ~ eM' ..Jw ~..J:;C21- ~ OLL..()jl::J;)M . cO r-- I- - CD (/)->::OU!:!::M W a. <;t ::J I- 0) t- ~ 1S.Ig:ffio <l:: O)<l::Q..(/)UZ 0 o o \D W I- - 0 ::J ~ Z U1 .... r-.. o ci .... r-.. I N (jj ~ ID IJ1 - OJ 0 I > \D ID (iW[Y]\D 0:: 1'1"I r-.. oCt 0 ,.~ I a. I .J M U1 lL. .... ~ I- ~ OJ <t U1 ll. I I- W .... ~ ~ .1- Z o o \D o Z w ~ Z cn~~ 0 Wr-VJW::J o ZVJ:::! < OO-I> z~t::3:VJ <NWO:~ ~r1~00 zo:ooo ~OWWU <LLoI<i!I-Z 0: i-w o::Jo::VJ~ VJ;;:Woo: I VJt;:: Z:::l I--<<U w ~ a::: U >- LL.. Z zl-O - <l::Z- zw~ -(/)> OZ- WOO UU<l:: ::J 0 Oz- Owa::: a:::~g Q..-LL.. wa:::..J a:::3;:<l: wwa::: COIl- 1-1-6] - Ol-U a: Z::J . >-OQ.. >- <l:: I a::: ~I:=O 1"\ 3;:U L...L. ~ a::: w a ..Jw~ Q..ZO ,., U)ZI -...J - <l: (/) ~~::J f- a z f- I o Q.. a::: o U w ~ o I en ::J ('I') o o N @ DETAILS *DIAGONAL SPACED AT 15'-0" O.C. MAX /-~-: " /y ~ II \;~~- - ~ . - . y.-"" -:,) x-":-- -BLOCKING ~?~ , '" MINIMUM 2"x4" ~ CROSSBRACING (SEE PLAN FOR V ~ _LOCATIONS) (3) 12d I /- PER JOINT i (: J'/ '\ '~ .... .... . . 1--1 I "- - I - -, CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN- INSTALL BLKG. AT TRUSS WEBS FOR NAILING 00 \ 00 ~ \_CONTINUOUS BonOM CORD BRACING 2"x4" MIN. X-BRACING - 2x4 SPF OR SYP wi 2-16d @ EACH TRUSS WEB - r 2,CROSS BRACING DETAIL (TYP ) ~ SCALE: N.T,S. - I 2A , CROSS BRACING DETAIL (TYP.) \ S-3 I NOT TO SCALE - G.C. TO PROVIDE BLOCKING TO COMPLY WI APA RECOMENDATIONS FOR SPAN RATING OF 7/18" OSB. ** ALTERNATE SPAN RATED 32/18 PLYWOOD MAY BE USED 20'-0" MAX 20'-0" MAX "X" BRACE SEE DETAIL 2/S3-~ CONTINUOUS BOTTOM CHORD r BRACING 2 X 4 MIN. SEE DETAIL 3/5-3 1/ - \ / 8 "" E( . - - - - D< c>k ~ I~~ <;j' C? ~ ~ vt'\ .A f2B\// \8f ~~ S:2 --~ r"\. ----"'- ---- ----/ --~ -r I~ [)l< ~ <;j' ~ <;j' ~~ o :2 .-1~ - - --0 ; ~ <;j' o z w a.. I t>< ~~ 8:2 ~ <;j' ~n.: ~ :2f>-: / ~ >k 11--- 0- w 0- w -----" L TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERII\G CUT SHEETS FOR ADDITIONAL PERMANENT BRACII\G THAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERVlANENT _ BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. r 4,REQUIRED MINIMUM PERMANENT TRUSS BRACING PLJ N \ 8-3 I AS PER HIB 91 REV. 7/19/03 SCALE: N.T.S. TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPl-2002 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERALBRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED WI 2-16D NAILS AT EACH TRUSS INTERSECTION. 4, ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT, SEE TYP. TRUSS BLOCKING DETAILS CONV. FRAMED RIDGE TYP. HAND FRAMING ABOVE TRUSS"" /l~2X4 BLOCKII\G MAY BE NAILED wi MIN. 2X4 STUDS & PLATES AT 2'-0" O.C. \\,BETWEEN EA. TRUSS (4) 12d WHEN IT LANDS EACH DIRECTION TYP. U.N.O. 2X4 DIAGONAL AT 8'-0" O.C. ....... A NEXT TO PRE-ENG. TRUS -2x8 BLKING. NAILED @ EACH MAX & EACH END ALTERNATE...... SIDE wi (3) 12d NAILS WHEN I I REQUIRED wi (2) USP MTW12 DIRECTION TYP.~ WI (14) - 10d X 11/2" EACH ./ " I \ L I ~ ~ I \ X ~ ~h VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. WI (4) 10d TOP & BOTTOM OR USP RT7 OR HCLR/LL WI 8 - 8d IN PLACE OF (4) 10d * 1- ~ '-- ** ~ COLLAR TIE ......A- EVERY 3rd RAFTER ~~ BEVEL CUTS V (OPTIONAL) / ~!;-2X4 SPF 2 (2) #7X 3-1/2" -< WOOD SCREW EACH TRUSS OR USP RT7 @ 48" O.C. TB D~~ PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOt" CHORD AT ALL HAND FRAMED AREAS TYP. / / I /' 1 ~ ~ DIAGONAL, ... AT 8'-0" '" X -'------.::~I MAX 7" ~ 7' WOOD L.,- ...: TRUSS X I 2X4 CONT, ATJ{@ W/.~~CONC. MASONRY T & B CHORD ~ STEEL OR WOOD '//: BEARING SUPPORT * 2x8 #2 SPF RIDGE BEAM ** 2x6 RAFTERS @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM x -- WOOD TRUSSI I "'A PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT A-A ALTERNATE BLOCKING ,DETAIL @ INTERIOR BEARING J REV. 8/3/04 TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 3/4"-1'-0" 9 , S-3 SCALE: 3/4"=1'-0" J~-PROVIDE 2X4 MIN. BLOCKING AT SEE r- .A~O~OF ct OF HIP/RIDGE, TYP.BETWEEN TRUSSES PLANI AY ~ SHEATHING WI (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. 2X4 BLOCKIi\G- BETWEEN TRUSSES SECT. A-A ^lA TRUSS A~ '\~ ~ ~ HIP / ~'~,GT G.T. ADD 2X4 ALONGSID;:: TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) JACK TRUSSES (2) 12D NAIL AT 12" O.C. MAX - I 2B , S-3 HIP/RIDGE BLOCKING DETAIL REV. 7/18/03 3/4"=1'-0" - - tz: 7/16" O,S,B. EA. SIDE 2X BLK'G. TO O.S.B. W / 2 - 8d EA. END R:?: ~ tg -uv-- EDGE VIEW - WHEN REQ'D RECESSED PRE-CAST LINTEL 8" D BLOCK TIEBEAM_ WI 1#5 REBAR U.N.O. 1 NOTE: MAY CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS TO 2x8 I I ....J I .....J " o:!: / ~ I 0 ::) /:;; :2 I ... U t- ~ 0 I .-1 0 1 f- Q... ::) I I I I I - '" ~ T I "'- I //-~ ~/~/". I 2x8 WI (2) 16d TOE NAI~/ ..... I EACH END ~ 7/16" OSB WI 6d NAILS @ J ~ I 16" O.C. TO SIDE & TOP NAILER I I I I I I I 2x4 SPF CONTINUOUS BLOCKIN ATTACHED TO 7/16" OSS WI (2) 8d NAILS. SEE DETAIL ABOVE x8 P.T. WI TAPCON HW4-23 (1/4"x2-3/4") @ 12" O.C. MAX 10'-111~" MAX WINDOW OR DOOR OPN'G I 10 \ DET. @ ARCH WINDOW FRAMING \ S-3 I CMU WALL 3-17-04 SCALE: N.T.S. PRE-ENGINEERED OVERLAP TRUSS BRACING WOOD TRUSSES \ -- AT LEAST ONE TRUSS \ SPACE 6" OVERLAP FASTEN TO 2x8 ~ wi 16d @ 32" O.C. INTERIOR // ~.;x: -y /A v<-J FASTEN TO 2x8 ----../ :0r r-;c~2 x 8 PT. WI 1/2" EPOXY wi 16d @ 32" O.c.::::::p IS BOLTS OR A.B. AT T & B 32" O.C. MIN (4) BOLTS GARAGE ~:::.,::::::::::::::::::. REF' POURED CELL :; .:;~ EXTER lOR no :;;1---- CMU WALL ~ I ~~ ~MINIMUM (2) 16dPER JOINT\ . 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. - - :8: 7/16" O.S.B, EA. SIDE 2X BLK'G. TO O.S.B. W / 2 - 8d EA. EI\D ~ ~ z -Jv-- EDGE VIEW SEE 6jS- FOR CONN. (3) 16d- \ COMMON , NAI LS(TYP) \\ \\ """---HEADER PER LOCATION '" .- I/~///~ ~~ ::;; /"/. ~~ 0 " 'fI'{;16" aSB WI 6d NAILS @ ~ ~~ 16" O.C. TO SIDE & TOP NAILER'tS ~ 2x WI (2) 16d TOE NAILS ~ 1 EACH END TYP. 2x4 SPF CONTINUOUS BLOCKING ATTACHED TO 7/16" OSB WI (2) 8d NAILS. SEE DETAIL ABOVE --... -- 7'-0" MAX WINDOW OR DOOR OPN'G , DET. @ ARCH WINDOW FRAMING I FRAME WALL 3-17-04 SCALE: 1/2" = 1'-0" I 11 \ 5-3 W l.1..~Cl::: w' 0 Et 1t ~W"",f- :2963 W X~Cl:::O () o::)l.1..u I- Cl:::ozU Q..."",Wo:!: O Q.....:::~f- o:!:Oo:!:O Z wCl:::f-z Cl:::l.1..w W o:!:zo::O fl"'l DWo:!:D \...J w:::S::(/)D __ f-<Czz 1-........ 0 f- 0 o:!: O :JW-w OCl:::(/)"", o:!: z..::: . o ~(/)wo:!:z LL (;IZ~ttQ W ~QDOf- o(/)Cl:::f--<5 0::: o6Jo:::S::::J <t l.1.."",o::Ua.. w~wOQ... ~ Cl:::Df-05o:!: r-vo:!:....JZ ....J ......, :J -"'....J U) o.....J -'-'-o:!: (/)~~~~ ....JW:;:;!D>- ....J>:;:ZCl::: o:!:O::>o:!:D m~~~, 'Id;) ~.(3 ~ ~ <( CO ~~~~ I f/) 0 D t/) cu g: ~ Q,) c fa D - '0.0 u:: ....J co.- -::::J -J :to. (I) b:: co <i: OQ)w 0:: "C U f-- E ~ - ~- ~ ~ ~,,(/) w ~ ~~ g (Y) ~ ~ COOl.1..~ ~)"X=7'" j) w r-- 0 l.1.. 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() -o:!:(/) ~~::J 0:: 0:: SHEET NO, Q... 0::: 0 u S-3 0 u w I- ~ 0 0 OF I Z (/) en 25 ::J (Y) W 0 0 > ~ LAST PLOT DATE N @) 0 March 01, 2005 Z - ...J DETAILS ALTERNATIVE WHEN TRUSSES RUN PERPENDICULAR TO WALL (2) 16d NAILS EACH END r BOTTOM OF TOP CHORD $- USP SUH24 EA END 2x4 @ 16" O.C. (4) - 12d NAILS TYP U.N.O. BOTTOM OF r BOTTOM CHORD $- 2x AT EACH TRUSS If SEE ELtV $- DOUBLE 2X TOP PLATE CORNER USP LSTA12 w/l0-l0d NAILS B (2) 6d NAILS T&8 @ 16" O.C. A SEE $- ____ tLtV T ---- (2) 2x4 SPF CONST GRA 2x4 SPF CONST GRADE @ 16" O,C. ~ ~ USP SPT22 & SPT24 EA PLAN VIEW A-A (2) 2x4 HEAD OR SILL MIN (2) 2x4 SPF VERTICAL STUDS USP JUS24-2 . '''~,. . .,..... . .,...... 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 FRAME CONNECTION NO. 14 FLAT HD WOOD SCREWS @ 3" FROM EA END & 14" O,C. (3 SIDES) MIN. 11/2" EMBEDMENT SCALE: 112" = 1'-0" MASONRY CONNECTION 3/16" TAPCONS@ 3" FROM EA END & 14" O.C. (3 SIDES) MIN. 11/2" EMBEDMENT TYPICAL FRAME: 0.187" xl, 75 x 1.125 THICKNESS = 0.062" wi EPDM RUBBER WEDGE " " " " " " " " " ~ ~ , , SQUARE JOINT PLAN I l, I i SEE FLOOR PLAN MITRED JOINT NOTES: 1, ALUMINUM ALLOY 6063-T5 2, GLAZING TO MEET ASTM E1300 3. DESIGNED FOR AREA = 10 TO 100 S.F. (INT. ZON MAX HEIGHT 70" (t= 1/2") 60" (t= 1/2") 50" (t= 1/2") 40" (t= 3/8") SEE PLAN FOR SPECIAL REQUIREMENTS ~~c, TEMPERED ELEVATION BUTT-JOINT GLASS WINDOW DETAIL v = 120 MPH FBe 2001 SCALE: 1/2" = 1'-0" REV. 9-4-03 AS ~:... . r ], I . . . , I " ' lOd @ 8" O.C. STAGGERED EACH MEMBER (TYP.) r CRIPPLE STUDS @ 16" O.C. BETWEEN HEADER & TOP PLATE WHEN APPLICABLE - W/ USP SPT22 Ar-.D USP SPT24 TOP AND BOTTOM EACH STUD (2) 2X12 No.2 SYP HEADER w/7/16" OSB SPACER UNLESS NOTED OTHERWISE ON PLAN BOTTO\J1 OF HEADER TO BE AT OPENING HEAD HEIGHT (2) FULL-LENGTH STUDS AT EACH SIDE OF OPENING TRIMMER STUDS: (1) REQ. EACH SIDE OPENINGS UP TO 6'-0" WIDE (2) REQ. EACH SIDE OPENINGS 6'-0" TO 12'-0" WIDE FRAMING AROUND OPENINGS SHALL BE No,2 OR BETTER SYP SEE PLAN FOR ADDITIONAL SECTIONS REQUIRED (2) 10d TOENAILS OR (2) 16d ENDNAILS EA. STUD NOTE: SEE PLAN DETAILS FOR CONNECTIONS THAT MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES SCALE: N.T.S. 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 ~:' . r ], I I I I , I " ' (2) 2X12 No,2 SYP HEADER w/7/16" OSB SPACER UNLESS NOTED OTHERWISE ON PLANS BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT (2) FULL-LENGTH STUDS AT EACH SIDE OF OPENING UNLESS NOTED OTHERWISE ON PLANS TRIMMER STUDS: (1) REQ. EACH SIDE OPENINGS UP TO 6'-0" WIDE (2) REQ. EACH SIDE OPENII\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 STUD (2) lOd TOENAILS OR (2) 16d ENDNAILS EA. STUD NOTE: SEE PLAN DETAILS FOR CONNECTIONS THAT MAY BE REQUIRED FOR SHEAR ANDIOR UPLIFT FORCES TYP, FRAMING '6) WINDOW OPENING SCALE: N.T.S. W l.L.~0:: '00::0 W l.L.l.L. ~W"",I- ~g03 W ><~O::O () o::::)l.L.u f- O::ozU o..."",w<l: O 0..."""::S:::1- <l:0<l:0 Z wO::l-z O::l.L.w W <l:zo::O fn ow<l:O '-" w::S:::I,/)O <t b~6~ f- ::Jw-w o 0'0::1,/)~ O I,/)<l:Z . 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OR WOOD TRUSS (WOOD TRUSS SHOWN) 1.0 o ........ ...-1 U........ 1-('1) <CCl.. 0)0 1.0........ qoe{ ...-10 ':::!:: i8~ C\JU) 'Z ~O C\J- .-iU) > W 0:: NO SCALE REV, 10/10/00 PJM UPLIFT CAPACITY - 1890 # SEE SCHEDULE 0 lJJ-I (j) ~ (j) 0-1 w 0 0 0:: z<( U >-ll...z ...J zl-O 0 <($ <Cz- ...J f- ZW~ -(J)> I o:::~ a ozo C\J - t50<c :c z ::)uo L!) <DlJJ oZo:: oWo f- O::~.....I I $ Zl- Cl..-ll... wO::.....I I'- wCf'J I 0::3:<c ~ wwO:: ~ l.J...J wO(Y) COI~ I-I-w Ol-u ~ - ~-1 0 C!: Z::J , > >-0Cl.. ~<( 0 >- <cIO:: L!) ~t=o I- Z$ N 0- z3:u :5O::w ~ (j) a w~ <( Cl..zO -l (J)ZI l.J...J Q.. U -<C(J) >- ~~::) 0:: 0:: SHEET NO, Cl.. 0:: () 0 0 5-5 U w ~ I- 0 0 OF I Z (J) (j) 25 ::) ('I) W 0 0 l- N > LAST PLOT DATE @ 0 March 01, 2005 Z ...J DETAILS - 1/2" X 6" A307 A.B. OR ~ 5/8" x 7" SIMPSON TITEN HD ;/THREADED ANCHOR WI 5" MIN. E\I1BEDMENT W/2" WASHER @ 32" O.C, MIN. 6" FROM END W/P.T. . . .. v~., '-, #2-B~YP BASE PLATE ~".,J"~--;~-:r:<~ t. 'to I~ ;J ~.:.;:.-~--:,.-.-:-,--.-.- : " ~ --.JI ,~.. N J ~r~--~ J ~ , ',. ~ ' ',." ~ , , ~ .. '0,....: '0'" ,'" Ii . . 16" T W/2500 PSI CONC. *' W/2 #5 DIA, RODS MIN. LAP 25" (ACI 318) -. INTERIOR BEARINGsEE FOUNDATION PLAN I 14.1\w/UPLIFT , S-6 (2) SYP#2 TOP PLATE 2 ROWS 8d @ 6" O.C \ 8d NAILS @ 6" O.C~ TO BLOCKING \ ~I I I r r rj:~ (2) 12d NAILS~ / .. TO BLOCKJING USP- 1 TRUSSES SUH24 ~ X ----- 2X4 BLOCKIN ~ S~R~C~U~A-L SHEATHING AT EA. ROOF ~ ....-"'1 (MIN, 7/16"). NAIL wll0d @ PANEL JOINT AT USP SPT24 .......__3" O.C. EDGES STAGGERED 48" O.C. MAX @ EACH STUD ~ & 6" O.C. INTERIOR - EXTEND v- TO ROOF SHEATHING --- 1/2"x 12" A,BOLT 6" FROM ENDS 2x4 SPF STUDS--- " THEN 32" O.C. - OR 5/8" w/8 1/2" @ 16 O,C. /EMBED WEDGE BOLT 6" FROM ENDS USP SPT22 ___ THEN 32" O.C, W/#3 PT SYP @ EACH STUD ~ BASE PLATE ROOF OR r FLOOR SHEATHING LSTA12 EACH SIDE @ EACH END OF WALL . .. I .. I .. I .. I .. I . . ~"':~::~''''~'~I')::''~i~~:\:~~~ . ~.. .~. . ~:~~..P.LAN FOR3DIM. . ~,..J.. ~,.j:~f"'i:~f~:~,1:~~,'t'''-~,.''. N ~ '. . .0 . . '. o~. . . '. " "'" .. to I c:::: .. J .. I .. I .. 4"l 16" l ;t-- SEE FND. PLAN 1.1 ,. ,11 I, FOR FOOTING SPECS. _ INTERIOR SHEARWALL @ TRUSSES I 18 ,STEP-DOWN. WALlL TO TRUSS , S-6 NO SCALE REV. 9/30103 AS SHEAR CAP. 500#/LlN. FT. ~~;) I SEE ELEY PRE.E\GI"EERED WOOD TRJSSES@24"0/C L?L1FT COr;NECTOR iSEE SCHEDULE) / r DOuBLE 2",4.' TO? ?LATE L r u. / 2",4" STLDS @ 16" O/C S'"'!O'S?2."mD~"~~ A~C'RED A?A RATED STRLCTURAL SHEATHING / ~ MIN 7/16" FASTENED TO TRUSSES W/ ::. 8d COMIvIO" WIRE MILS @ 4" O/C BOL'<DARIES 6" O/C EDGES & 8" O/C FIELD __ SIV1?SOr; SPl @ EA. ST1..,D I ~ 2", ?T. ?LA. T~:'-:;: ~ I '- YAIr; SPA" ROOF TRUSS 1/2" X 8" "J" BOLT@ 24" O/C 'v'iAX.J , / UPLIFT CO"NECTOR 8"X8"X16" K.O. BLOCK WI 1 #5 CONT..../" (SEE SCHED LEI A"D FILLED WI 2500 PSI COr;CRETE / U 1 #5 VERT. IN CONC. FILLED CELL--I _ WI STD. 90 HOOK I" K.O. BLOCK '- (4 ,KNEE WALL ABOVE MASONRY WALL DETAIL ~ SCALE: N.T.S. - TYVEK ~VV.TAR PAPER WRAPPED 6" r UP EXTERIOR FRAME WALL AND SEALED BY TYVEK INSTALLER DECO FINISH W/ / STOP VU LKEM CAULKED TO V-- TERMITE SHIELD ~TERMITE SHIELD : ,~',':;',": .: ;:;>.,:~':;;>~:;:':,>.,:.." ':;"',:" .~;;.- " > ",." > '-",,, " .... I' , ,. ~,,~ ~'~ '.....~ 4'" "~'~ 4"'~"'~ 1" """. " "h,," """, ' '".. .~ ',;' "':," ." .~/, .....~., .~..("....~.,. "l " ' " ,. , '....' < .... .~ .~ .~ TOP SPLICE - .J 2"x TOP PLATE ./ ~ L1/4" MIN. 5PACE DOUBLE 10d <>'1" tft/ ~ I' . ~ "" . ~., N~.' \ 2 ROWS 10d @ 6" OIC ~1v- .,- V .____- 2"x STUD @ .---- 24" O.C, MAX, v /'" 2"x P.T. PLATE~~ J ~OTE: PLATE LE~GTHS MUST BE V AT LEAST 8'-0" LOr-,.G, TYPICAL \-BOTTOM SPLICE OVER STUD -. EXT. FRAME WALL (20\TERMITE DETAIL \..S-~ N.T.S - __ TYPICAL INTERIOR I 3 "\ NON-BEARJ.NG , S-6 I SCALE: N.T.S. Kt.V, .l-,J-V,J /-\~ -- ./ ~ 5"\TOP PLATE SPLICE DETAIL , S-6 lSCALE: N.T.S. 2 - S.P.F. CONST. GRADE TOP PLATE SPLICE MIN 48" APART\ ~'\ ~ F;~ ~- F -;; I;:~~':~" -;;- ~ -;; _~I: II II III \ ~i II II II _ ?-oIl ~ II II III ~ III II II II II ~ OPE",ING '" L.:::. II II II II II III @-...." III II II II II ~~ \-~ T II II II III - I~ " - III II II II II II III I II III II F Ib d) = !6 dl, III I II III II FLOOR SYS~E~ U I ...JJ IlL....IL '-- 2x8 P.T. LL PLATE ~ .-2 STORY ONLY) ~/8" "S" = NAIL 3/8" ~ 1 SPACING_. ~ / -': 3/4" lA.!,: ~ 1/2" , tl_S_~_. ~~1 I ,. '~fll SINGLE NAIL EDGE SPACI~ DOUBLE NAIL EDiE ~JA~~ o NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON ~AIL II II CD NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL 1* @) NAIL OPENIr\G PERIMETER @ 3" O,C. W/8d COMMON NAIL II II G) NAIL INT. AT 6" O.C. W/8d COM\I10N NAIL II II CD STAGGER ALL VERT, JOINTS & NAIL @ 4" O.C, II JL W/8d CO\l1MON NAIL ~: CD NO SPLICE @ HEADER - NAIL SHEATHING TO HEADER W/8d COMMON NAIL@ 4" ole 2x4 P.T. BASE PLATE I 7 , S-6 ,WALL SHEATHING INSTALL. & NAILING SCHED. r\0 SCALE REV. 02-11-04 MD PROVIDE BLOCKING @ / BEARING TYP. SEE 9/5-3 un__ n_nn~ TRUSS/JOIST/RAFTER ~ i~SEEPLAN j 2 - 2"x4" TOP PLATE ~ CONST, GRADE SPF liE'- SPLICE MIN. OF 24" APART SIMPSON SP 2 W/6-10d TO STUD & TO TOP PLATE 2" X 4" SPF STUDS @ 16" O.C. W/SIMPSO~ SP 1 & 2 EACH STUD SIMPSON SP 1 WI 6-10d TO STUD & 4-10d TO BASE PLATE 12 PRE-ENG. WD TRUSSES @ 24" O.C. :: ~5 INSULATION BAFFLE BATT OR BLOWN INSULATION MIN. R-19 ~ TRUSS Ar\CHOR (SEE PLAN) I FIBERGLASS SHINGLE : ~ ROOFING FELT ~"^"^ '^ '^ '^ '^ '^ '^ '^ '^ n ~ ~""~ SEE ROOFING SCHEDULE I ~" :.: 'l.. ~..l ~'I:..... ~ VJJJ..J..J,AA :r --------- 1/2" CEILING 'BOAR~ ~ ~ METAL DRIP EDGE USP SPT24 AT TOP ~ ~ "- AND USP SPT22 AT BOTTOM ~ "'-...... '-..... ~2" X SUBFASCIA 1/2" DRYWALL ~1 ~ CONT. VENTED ALUM SOFFIT OPTION: - O.H, ~(2)-2" X 12" SYP BM, OR WIF85 MAXIMUM OF (3) 2 X 4 PLATES MAY BE SEE ELEV (UNLESS OTHERWISE NOTED- SEE PLAN) ADDED BELOW THE HEADER WI EACH . NAIL @ 6" O.C. PLY ATTACHED WI (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 v: ALUM FRAMED WINDOW wi SCREEN FOR MORE INFO @ OPENING NOTE: 40" MAX. SILL CEMENTITIOUS DECORATIVE FINISH HGT. ON ALL BEDROOM 7/8" THICK PER ASTM C-926-98A WINDOWS. 2" X 4" @ 16" O.C. (2) 2 x SILL~ W/2-12d EA, END WI APA RATED 1/2" DRYWAL 7 STRUCTURAL SHEATHING (MIN. 7/16") NAIL 3" O.C. TOP & BOTTOM, 4" a.c. R-11 F.G. BATTS S-6 SIDES & 6" O.C. INTERIOR WOOD BASE ~ ~ P.T. 2" X 4" #2 SYP BASE PLATE ~ ;8; w/1/2" X 8" A.B. OR 5/8"X7" ~ 20 WEDGE BOLT, w/2" WASHER @ 6 X 6 Cl~~~OS~~.M. \ " S-6 32" O.C. MIN. 6" FROM END -- GRADE 6 MIL VIS?U EE."'. , . ':: ::.: >,,\! ~ : --I0j' OF "-LAB -+ TREATEDI~""";"'.';' N 00 0 , '. ',. , , " ....J <t N CLEAN FILL:' ~,':.,,~ ~ffi , """- SEE FOUNDATION PLAN PRE ENGINEERED WD , TRUSSES @ 24" O.C. : 12 INSULATION BAFFLE : I BATT OR BLOWN INSULATION MIN, R-19 I TRUSS ANCHOR (SEE PLAN) I FIBERGLASS SHINGLE ~ (/jI ROOFING FELT : APA RATED STRUCTURAL SHEATHING : "'>.!. MIN 7/16" FASTENED TO TRUSSES :\^^^^^^^^^^^~rn~~ PER ROOF NAILING SCHEDULE 1~"'<. ~---------- ~~ ~ METAL DRIP EDGE ~ U~~ ~ 2" X SUBFASCIA ~~ ~ CONT. VENTED ALUM SOFFIT I ~ 8" X 8" X 16" K.O. LINTEL BLOCK ....O.H. Wll #5 DIA, REBAR & SEE ELEV. 3000 PSI CONCRETE PRECAST "U" LINTEL WI 1-#5 CONT. IN ;""l 3000 PSI CONC, @ OPNGS, 6'-0" & OVER. ~PRECAST "U" LINTEL ALL OPENINGS !,...-... UNDER 6'-0". ~ FILL CELL -1 #5 DIA. REBAR WI 3000 PSI CONC. ALL LOCATIONS SHOWN ON FOUNDATION & FLOOR PLANS ALUM FRAMED WINDOW WI SCREEN 1/2" CEILING BOAR~...........--.Il 3/4" P.T. NAILER ~ ./ 1/2" DRYWALl.: _ ...... CURTAIN NAILER 1 X 4 P.T. @ WINDOWS 1 X 8 P.T. @ S.G.D. MARBLE STOOL 1 X 2 P.T FURRING - R4.2 FOIL INSULON EXT ~ BLOCK WALLS .~ 1 X 4 P.T. BASE NAILER l0 WOOD BASE COr-.C SLAB ~ SEE FOND, PLAN 6 MIL VISfUEEN ~ :,: PRECAST CONC SILL 8" X 8" X 16" CONC, BLOCK CEMENTITIOUS DECORATIVE FINISH FTG. DOWEL #5 DIA. REBAR 7" IN FOOTING, EXTEND 25" (ACI 530) ABOVE SLAB. ALL LOCATIONS SHOWN ON FOUNDATION PLAN ~, r-GRADE -7----- TOP_OFSU:B~ :,' ,'" ~"'~"'" "', ,. I' , ' '11II.....:.'.: ' " '.,:",;' < . I .. i~-'--"'::i :;:::::~,'~ I I , I . I , _ ,J' "f;=~ TREATED CLEAN FILL f::c'j,!!!' 8'-0" " MAX, ,. ~~ . . , L....! . SEE FOUNDATION PLAN - I 8 '\TYPICAL WALL SECTION CONCRETE BLOCK 'S-6 SCALE: 1/2" = 1'-0" REV.6-9-04 MBL I ~O SCALE REV. 8/14/00 PJM UPLIFT VALUES - (DOUBLE SIDE CONNECTORS-DOUBLES VALUE BELOW) 1 (EACH CONNECTOR) EACH STUD - 535 LBS. PER TRUSS ~9 TY~LC...~L WALL SECTION { ~ \EXT~HI IR FRAME \..S-W 8-12-03 REV, AS. 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N(J) 0"l0 .-I- I!')' > <;t<t ,,0 W ':S:: 0.::: i22: 0 W-1 0) 2: (/) 0-1 w 0 0 0:: Z<( () >-LL.z --.J Zf-O 0 <(~ - <tz- --.J I- ZW~ I -(f)> o::~ OZ- C\J - 0 WOO :c uu<t Z ::J 0 L.() ~W oz- OW 0:: o::r=g I S Z~ f- D..-LL. ('... ::c wO::....J W(/) o::3!:<t wwO:: ~ lJJ C.!:l COIl-- wO(Y) - f-f-ri] Ol--u ~ - ~ -1 0 0:: Z::J , > >-OD.. LO ~ <( 0 >- <tIO:: I- 2:!::0 z~ N 0... z3!:u ~ :5O::w (/) 0 w2: :) D..zO (f)ZI >- lJJ 0.. () -<t(f) 2=2:::J 0::: 0::: SHEET NO. D.. 0:: 0 u 5-6 0 u w I- 2: 0 0 OF I Z (f) (j) 25 ::J (") lJJ 0 I- 0 > LAST PLOT DATE N @ 0 March 01, 2005 Z --.J DETAILS - HEADER ANCHOR NAI LED TO TOP PLA TEE, HEADER & JACK HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS SEE SHEET S-7A FOR ADDITIONAL S-7 DETAILS NOT SHOWN STRUCTURAL NOTES 2 X 6 WALL NO. & SIZE OF RAFTER TI ES EACH END 6) WOOD: 6.1 WOOD STRUCTURAL FRAMING MEMBERS: WALL STUDS TOP & BOTTOM PLATE BOTTOM PLATE IN CONTACT WITH MASONRY I JOIST SQUASH BLOCK I TRUSS BRACING & BLOCKING FURRING & B.U.C. STRIP -SPF STUD OR CONSTRUCTION GRADE -SPF STD & BTC -#3 SYP PT -SPF STUD OR CONSTRUCTION GRADE -SPF STUD OR CONSTRUCTION GRADE -#3 SYP PT 2 X 4 WALL OPENING JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END (3) (3) (2) (3) ~~' SEE SCHEDULE ');:: , 2-ROWS 12d NAILS STAGGERED @ "', ~~ 12" O/C EACH FACE OR 3-ROWS ~ ~~~ 12d NAILS STAGGERED @ 12" O/C . . ~~,?- ....... FOR 2"x10" OR GREATER HEADER ....... ."'0, ~ OPe ;till\;, HOLD DOWN CONNECTIONS () NOT REQUIRED @ BEARING WALLS WITHOUT UPFIFT " ~P.T. BOT. PLATE 11 ,WALL HEADER DETAIL I SCALE: N,T.S. USP LSTA30 w/(11)-10d ~TO TOP PLATE AND (11)-10d TO STUD. MAY BE ANGLED UP TO 10 DEG, ~ ~ ~USP LSTA24 WI (18) -10d AT ~ ~ 2'0" O.C. MAXIMUM ~\....... \ \ 2-2x4 SPF TOP PLATE 2-#2 SYP 2x12 OR WIF85 HDR. UNLESS NOTED OTHERWISE (SEE PLAN) (3) S.P.F. 2x4 wll0d - @8" O,C, EA, SIDE l' - 4' (1) (2) 4' - 9' 9' -16' REFER Tu 26/S-4 OR 27/S-4 * WH EN STU D LENGTH IS LESS--J' THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE WI 11 - 10d NAILS 16d NAILS @--..... 16" O/C TYP, " DOUBLE 2"x4"-- CRIPPLE STUD TYPICAL (U.N.O.) ~~ .- J , USP HTT16,~ :; w/18-l6d NAIL~ HEADER SIZE & GRADE (2) (3) (2) (2) .......:v-~ SINGLEOR2PLY ~:: GIRDER TRUSS ~~. ~~' .....> ~~ ~ ./ USP LTS20B w/10-16d TO GIRDER TRUSS (UNLESS NOTED OTHERWISE ABOVE) #2 SOUTHERN YELLOW PINE WITH AN ALLOWABLE BENDING STRESS (Fb) PER NDS = 1250 PSI AND A MODULUS OF ELASTICITY = 1,600,000 PSI 6.2 DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE, LATEST EDITION, HIB-LATEST EDITION AND QST-LATEST EDITION. 6.3 ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6.4 ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD OR 7/16" OSB MIN, (SHINGLES) SPAN RATED 24/16 6.5 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 6.6 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 (2) 2X12" 2SYP (2) LSTA 30 (1) (2) 'r--.- 1\ ~ ",--V r-- 2-2x4 SPF TOP PLATE (3) S.Y.P. 2x4 wll0d @ 8" O,C. EACH WAY i\ DOUBLE 2 X 12 NO.2 S,Y.P. "- HEADER WI 1/2" FLITCH PLATE OR WI85 JOIST HEADER. (U.N.O.) .- .- -5/8" ALL THREAD ROD WI /- SIMPSON SET EPOXY - BOLTS WITH 4 112" EMBED TYP ( 8 1/2" EMBED WHERE STEP DOWN OCCURS) INSTALL PER MFG. SPECS. "-- i\ FILLING AND BLOCKING AS I \ REQUIRED FASTENED TO - HEADER W/(2) ROWS OF 12d @16" OIC UNLESS I'\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: V2"X4" STUDS TYP. VUSP HTT16 WI (18) 16d NAILS AND A 5/8" EXPANSION A\CHOR WI 6" ~f: EMBEDMENT U,N.O. OR . 81/2" AT GARAGE STEP DOWN P.T. #3 S.Y.P. 2x4 BASE PLATE ~ HIGH UPLIFT FRAME WALL f5E.l\GIRDER/BEAM CONN. \ } 1'\0 SCALE REV. 3/20/03 MJB "--.../' UPLIFT CAP.: wi 2500 PSI CONC. = 1750# GRAVITY CAP @ BUILT-UP COLUMN (3) 2x4 SYP @ 8'-0" HT.=5175# 1. PLYWOOD AND SIDING: ( FIELD) USE 8d NAILS @ 12" O.C. ( EDGE) USE 8d NAILS @ 6" O.C. 2. GYPSUM: ( FIELD) USE 5d NAILS @ 10" O.C. ( EDGE) USE 5d NAILS @ 7" O.C. @ i----~::--------~~----------------,~ci~ @ I " ~/ I I / / I 5 FT.:----4FT,-----------CV------------~ / : 5 FT.: 4 FT. (?) (', Q) :(2) @ [- -- - - - - - - - ~ - -- -- -~~~- -~""'~,~@"'~j FT :n4K~-----/~-- ---~-~~~ @ REV. 10-28-03 AS. r---~ :::::~ ~ (2) 10d nails @ 8" o.C. 4.' TO TRUSS TOP CHORD . -0" PLYWOOD ~:. SHEATHING . . . :: ~ ~1'-411 TRUS::; /' <4:~: LINE OF ROOF : LX4 ::SYI-' --./ .rt~. ~ BEYOND : :~~:~~~~; ~'\(' ------L:~ 2X FACIA SEE L1NTEt ' 2 X ~,?,~F;;T"---13) 10d SCHED. FRAMING @ NAILS 2'-0" O.C. TYP. USP RT3 EACH STUD L-.. 2X4 P.T. CONT. [,....t-, _J.... WI 3/16" DIA. TAPCOI\IS @ 16" O.C. WI MIN. 11/2" EMBEDMENT f26\ SECTION AT ROOF EXTENTION \... ~ ABOVE SGD N,T.S. REV. AS 4-6-04 - 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. ALLOWABLE FASTENERS CONTRACTOR NOTE: ALL DRILLED AND EPOXIED HOLES MUST BE PROPERLY VACUUM, BRUSHED, AND BLOWN CLEAN PER MFGR'S RECOMMENDATIONS TO ACHIEVE UPLIFT CAPACITY PRE-EI'\G. TRUSSES SEE ROOF PLAN FOR CONNECTION USP RT7 TO EACH TRUSS A: CEMENT COATED SINKERS B: BRIGHT COMMONS C: SPIRAL OR RING SHANK NAILS D: CLIP HEAD GUN NAILS ~~ l 2X4P.T~~?~T~~L ~ ~~ CaNT ~ l ~i'J ''''Q; ,~ PRECAST......... ~..~'~...,' '. t\, ~ 7/16" O.S.B. " :...~'.:::~ SHEATHING . /' ~ 2x8@ 2x8 CONT. ~ ~' 2'-0" O.C. TOP & BOTTOM SIM (24"\ . '\V v EPOXY AI\CHOR WI 81/2" EMBED. INSTALL PER MFG. SPECS. ."'--- NO.2 P.T. 2x4 ~ BASE PLATE Mid@3"o.c.TYP. EXTERIOR STRUCTURAL riHEATHING (MIN. 7/16") j ( ~ :~ ) ( -)()~ ) ( ......~ ./"'" , G.C. VERIFY INTERIOR c-~ 1/2" GYP, BOARD OR 2x ST~ ~ EXTERIOR STRUCTURAL ~ SHEATHING (MIN. 7/16") ~ VERIFY WI PLAN ~ WI 1/2" ANCHOR BOLTS ~ 6" FROM EI\D OF EACH ~ SILL PLATE. .----..... SEE 6/ S-6 J 30\EXT. FRAME CORNER , J SCALE: 11/2" = 1'-0" J 6 \HEADER OPENING , I NO SCALE REV. 1-27-04 AS UPLIFT CAP. AT HEADER 1 STRAP EA. END - 1255# .- ~ 19\ SECTION DETAIL @ ENTRY , ~ N,T,S. ~ CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE SIM @ fFOR GABLE CONNS, TYP. ABLE. TRUSS ~ ~~~I~S,~ _ 12d COMMONS AT ~LAN . '\.. If r- /~" O.C. MAX TO LEDGER .&.;7' , or-..... V \" 0 2X P,T. CONT. T & B o / WI (2) 12d COMMONS .... ./ >< EACH STUD SEE TRUS~ :: - PLAN l - L-------2X4 P.T, CONT, / Lo:, - -- WI 1/4" DIA TAP CONS WI 11/4" MIN. CMU WALL~ ~ I = E\I1BED AT MAX 12" O.C. [MIN (2)J SEE PLAN I- I _ T&B -----'-~ ,----7/16" O,S,B. SHEATHII\G ""'~ W/8d NAILS @ 6" O.C. p,~ A ~ EDGES & 12" O.C. INTERMEDIATE I- ,... I t:: ___ 1-1- --- ~ 1- ~ I _ -2X P.T. @ 2'-0" O.C. MAX I- I - NOTCHED T&B @ LEDGER I- I - TOE NAIL TO LEDGER ~ I = WI (2) 8d NAILS I- I - ~ ~ I'~ ~ ::1 ~ ;1......... ~ I STUD ANCHORING: I STUD TO TOP PLATE: USP SPT4 WI (6) 10d X 11/2 OR USP SPT24 WI (6) 10d WI 6 -10d X 11/2 I 2 X 4 SPF l/f I AT 16" O.C. /V1 STUD TO BOT PLATE: USP SPT4 OR SPT22 "'" I WI 6 -10d X 11/2 "'-~i ~~.II<:e'-........ 1/2"X8" ~.~:::. '---- A:\CHOR BOLT - .. - @ 24" O.C. I ~ 7/16" OSB W/8d COMMONS @ 6" ON EDGES & 12" IN -.......... FIELD ~ 2 X 4 P.T, LINTEL -- ~- 8" CMU WALL J , 16 ,KNEEWALL @ ENTRY fN.T.S. ~ , 24 ,TYPICAL BUILD OUT DETAIL J NTS - - w () I- a z w ~ <1:: I- a a l..L- w 0::: <t: ~ a CJ) W ~ ll..<t0:: '00::0 W ll..ll.. f-w '- <to~z ~-O:::) x~o::o o:::)ll..u o::ozU a.."",w<t a.."",,~ <to<t5 wO::f-z O::ll..w <tzo::O ow<tO W~(/)O f-~z:Z gwQ<t o'O::(/)W <tZ:~ ~(/)w<tz 0Z~S:Q ~QOo~ o(/)O::f-u O6JQ~:J ll.."",o::Ua.. w~wOa.. 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C\JU) 0')0 -M> i!"l....... ~<t ","0 W '~ 0::: ~~ 0 W.....J (j) ~ (f) O.....J w 0 0 0:: ~~ () >-ll..Z -.J Zf-O 0 - <tz- --l I- ZW~ I -(/)> o::~ a Oz6 N - t50<t :c z :::)uo L() 0W OZ- owO:: o::f-O I S Z~ I- a..t::u: I'- I wO::-I wcf) 0:::S:<t WwO:: ~ llJ ~ OJIf- wO(V) - f-f-6J Of-U ~ - ~ .....J 0 0::: z:::) . > >-0 a.. L() ~ <( 0 >- <tIO:: I- ~t::o Z$C'J 0... z:S:u ~ :so::w (f) a w~ <t: a..zo ~ (/)ZI >- llJ 0... () -<t(/) ~~:::) 0:: 0::: SHEET NO, a.. 0:: () 0 0 8-7 U w I- 0 ~ 0 OF I Z (/) Q) 25 :::) M W 0 I- 0 > LAST PLOT DATE '" @ 0 March 01, 2005 Z DETAIL6 -I - ~ TIE-BEAM FILLED CELL WI #5 VERTICAL .. (5) 1/2" DIA. x 8" "J" BOLTS PRECAST LINTEL 2"x6" P,T. WOOD JAM DOOR AND CONNECTION PE GARAGE DOOR MANUFACTURER TYP. GARAGE DOOR TRACK MOUNTING DETAIL SECT. OVERHEAD GAR. DOOR INSTALL SCALE: N.T.S. FASTEN PT 2X NAILER TO MASONRY WI 3/16" X 3" TAPCONS 6" FROM ENDS AND 16" O.C MAX. FASTENING TO WINDOW TO BUCK RESPONSIBILlT OF WINDOW MANUFACTURER. 2X BUCK DETAIL SCALE: N.T.S. 1/2" X 8" A.B W/2" WASHERS SET IN TYP. FILLED CELL MIN. 5 PER JAMB. ~ 0 0 ~ L SECTIONAL .-1 OVERHEAD 0 DOOR 7 .-1 .-1 -r .-1 @- GARAGE SLAB -r .-1 @- ~ 00 P,T, # SYP 2" X 6" OVERHEAD SECTIONAL DOOR TRACK WI 3{8" X 11/2" STEE LAG BOLT WI WASHER. MIN. 6 PER TRACK TO JAMB. WALL AROUND GLASS BLOCK- THIS IS NOT A FRAME EXPANSION STRIP ~CHANNEL PANEL ANCHOR ATTACH W/(2) 1/4"x2 1/4" TAPCON SCREWS WjWASHERS @ BEND-EA. HORIZ. REINF. HORIZ. REINFORCIi\G INSTALLED PER MANF. INSTRUCTIONS MORTAR JOINT HOLLOW GLASS BLOCK GLASS BLK. PANELS SHALL HAVE REINF. IN THE HORIZONTAL MORTAR JOINTS, EXTENDING FROM END TO END OF MORTAR JOINTS, BUT NOT ACROSS EXPANSION JOINTS, WITH ANY UNAVOIDABLE JOINTS SPLICED BY LAPPING THE REINF. NOT LESS THAN 6". THE REINF. SHALL BE SPACED NOT MORE THAN 2' APART VERT. FOR 3 7/8" BLK. & 16" APART VERTICALLY FOR 3 1/8" BLK. IN ADDITION REINFORCEMENTS SHALL BE PLACED IN THE JOINT IMMEDIATELY BELOW & ABOVE ANY OPENINGS WITHIN A PANEL. THE REINF. SHALL CONSIST OF TWO PARALLEL LONGITUDINAL, GALVANIZED STELL WIRES, 9 GA, OR LARGER, SPACED 2" APART AND HAVING WELDED THERETO 14 GA. OR HEAVIER CROSS WIRES AT INTERVALS NOT EXCEEDING 8", OR THE EQUIVALENT APPROVED BY THE BUILDING OFFICIAL. GLASS BLOCK DETAIL SCALE: N.T.S UJ U I- o Z UJ ~ <!: I- o o LL UJ 0:: <!: :::l o if) W ~ lJ...<1::0:: .00::0 W lJ...lJ... ~W"",I- O""'Z: ~-0::J x~O::O 0::JlJ...0 0::0z:0 Q.."",w<1:: Q..""'~I- <1::0<1::0 wO::I-z: o::lJ...w <1:: z: 0::0 ow<1::0 w~C/)O 1-~z:Z: o 0<1:: ::Jw-w Oo::C/)~ C/)<1::Z: . wC/)W<1::z: c.;:lz:~EEQ <1::0001- t;iJ.j0::1-<5 o~Q~.:::::i lJ..."",0::0Q.. 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Q.. 0::: () 5-8 0 0 0 W ~ I- 0 0 OF I Z (/) m 25 ::J ('I) llJ 0 0 I- C'J > LAST PLOT DATE @ 0 March 01, 2005 Z DETAILS -I - L 4"y+ ""F- ""t: ""j: 14"{: 14"~ ~ 4:~ r 100. ~ "" F P I' w~ "" "" F- ~'-i 14"~ 14" 1: Description Single Single Single Single Single ~f: -!.A' DOOR LABEL PRODUCT ACCEPTANCE NUMBER - DSI-222 FINAL ANCHORING OF ^ WOOD FR"'M~ UP TO 5'~ X 5.'8 SINGLE INSWING UNIT W/WO S/DEUrrS PRODUCT ACCEPTANCe No.: D51222 ., ~ ---j r6" f ~ ~@ cb r"'-.'D' -cv 0- o "---j r- 0- 31)" ...!A ' .. ~ ,. ~ -<J) =@ -(}) (1)- ". ~ 0~L 'B'- '('E' (Bt..... 5 1/2"[ r 31)" -(j) CD- " L# ....!A. =@ i'"~ tp 01- W .w~ · .I.;J t_ - SCR(W 3 # 10 x 5 18" PHIU..JF.'S FV.T HUD 4 #10 x 1 3/4"~f1.Ar tfGID 5 HI) x 2" ~FlAn;~AD 7 # 1 I) x 3" f'Hlll.Jl'IS FlA r flt.IC 2" TYP. . 1n-r. 1/': ~I f-, 2" TYP. _ ---j t- -T . --1 H -1 r- . ~~ cb <1~ 1m' ~'D' 0- ~(}) (lL 'B4- l ':8 '- _ l :: 5 1/2" ~l (j)- rev 3r' 'C'- t-'C' 1-(1) -' A' (j) ~ (iJ .iI ~ (J) ......J l--' .I'-k · 1/.:.....J ~ ! !? 97/S" ~i--. I _c>-rr . ~.~) {J f:!T ^ rw ~. Ql "-"'- . ~ "rr H1NGE DETAIL .b!QIt; IIiMf:N S/OElJl't IS A1T1'CHCD TO H/HCt. ~.Il I@ seA<<!IVS'T st lJUl) jtJStr).D OF A t\2) SCA(W MJ ... I\]) seKfI PElt SCREW SCtiEOOtL . 'E'"'"'-.. · ~ ~-~ "r LATf:H DETAIL JWE.: llHEN SIOOJT( IS A IT.-.cHEZ> TO LATCH ~ USt: #8 x 1 3/4" PWIlL./f'S fUll ~.~ ~ IN SlRH(E "'-'~ ~ , (4) SCREW INPU.Ct OF I (!) f"ROW ~ SCHEDt.Jl.L f'..~ ~i ~ ~""" -. ~ '9........ 5 1/2"1 \J ~ A ........ ~~rll",. . sa l~ ~~ lIWU'ACTlIIlf:llS ~ r'EI c-,' ~~ {IIISWlHG TH~E"SHOIJ) ~.t} '''.~ TH~[sHOlO 4.. (~) cr ~ BAARlrR-fREE Thrull4ld Size: upto5'4x6'8 Product Acceptance No: DSI.221 IrtsWinI (wood jamb) Configuration: 2'0 2'~ 2'6 +80 .80 +80 -80 +80 -80 x. OXO. XO. OX 2'1\ )'0 +sO -8U ._~o -80 +(,() .{,(J +<j). -<>0 .>SO '-:'7 ";(}'l:>U +56 . 4) +SO .6!) Single Opaque W/Sidclites Sin&le Glai-./ld WlSidelites (Door do<1 not m<<t Missil~ lmpact) T.:st . 210-1981. 210-2024 + 7S .80 ~ -77 f{i() .71 WI. ~.: NIIl\ Ya PlastitS 1 PIast?fO Li\'i.n8~tnn. NJ {)7()J9 NAN VA PLASTICS CORPORATION I PLASTPRO, INC, DISTINCTION FIBERGLASS DOOR PRODUCT APPROVAL TEST RESULTS lNSWlNG: Opaque and Glazed Max Door Size: 5'4" x 6' 8" DESIGN PRESSURES OPAQUE Door Size Pressllres 2'0" x 6'8" ~ 2'4" x 6'8" +80 -80 2'6" x 6'8" +80 -80 2'8" X 6'8" +80 -80 3'0" x 6'8" +80 -80 Drawina # 99-01 99-01 99-01 99-01 99-01 Description Single Single Single Single Single Single w/sl 2'8".x 6'8" +60 -60 Single w/sl 3'0" x 6'8" +60 -60 99-01 99-01 Single w/sl Single w/sl Configuration: X, OXO, XO, OX Test ASTM E.330-90 AAMA 1302. S ASTM E283.~1 ASTM E331.96 TESTS ~rtDtioa Uniform Static Air Pressure Forced Entry Ten L<K:atloa National Certified Testing Lab Orlando. Florida National Certified Testing Lab Orlando. Florida Natiooal Certified Testing Lab Orlando. Florida National Certified Testing Lab Orlando. Florida Teat Oate II /03/1 ~~7 04/01/1998 11103/1997 04/01/1998 11/03/lm 04/011J998 11/03/1 997 04JOlll998 Air Infiltratioo Water Penetration Product Acceptan~iLabel No: DSI.222 ----.----------- - GLAZED Dl)or Size Pressures 2'0" x 6'8" +75 -80 2'4"){ 6'8" +64 -77 2'6" l( 6'8" +{iO -71 2'8" l( 6'8" +56 -67 3'0" x 6'8" +50 -60 Drawini # 99-04 99-04 99-04 99-04 99-04 2'8" x 6'8" +50 -60 99-04 3'0" x 6'8" +50 -60 99-04 Certlf)'log Florid. Eng.lneer Teat Report 1# and License Number 210.1987-1..~'" Barry Portnoy 210-2024- 'Mil, P. E. No. 16258 210-1987 .1. z,~ 't' Barry Portnoy 210-2024-If:,.;? P. E. No. 16258 210.1987.1. t..},y Barry Portnoy 210-2024'~.(b P. E. No. 16258 210-1987-1,l,J.'t I3arryPortnO}' ~ / ~;;~?'~~;; f!f7 Description Double Double Double Double Double DOOR LABEL PRODUCT ACCEPTANCE NUMBER - DDI-224 FINAL ANCHOR/Nt. OF A WOOD FRAME" UP TO 6 '0 x 6 B DOUBLE: fNSWING UNIT PRODUCT ACCEPTANCE: No. 001224 --j 6"1 f 6"1 -I- r 8" f rf- l~ ~ <h 'DCV' I 14"TYP. f R@ t-f- I I "'-.'3' 14" TYP. I B-j r: =@ ..1: N t-f- I TYP, 4" TYP. , II &IM 1- -I -\ I iliillM(J) -I -{t) -(J) f- I 5 1;2" i- f--r @= (1)- tBt- -(1) -0 L . e- l-i I::::@ ..~ .~A' rP -JL 4 :1/28 14" TYP. (1)- I (1) I (!> 4 l!J= 0, i r "10~- 4 1/2.:J J-l.lz' t. 1/) L SClfE'''' 5CHtD<.JLE: 3 10 x 5/8" PffiUlPS ru r HOD 4 11) x J. 3/4" PHfUlPS rL< r HEAD 5 10 x 2" PHlUlPS ru. r HEAD 7 11) x 3" f'fflUlPS Fu T HOD t @ 9 7/S" 7 - LS~tYlJ 3 '-"- R:-J t"-'-' -r<' ~ sa UX;/C ">G.".J. ~\ ~ --L.t ~C"' LATCH DETAIL -B" HINGE DE1'A.lL ~ ~~ '~ ~ ~ ~ ~ r1 ::::: U'i( ~ ..... ~ rttdj >U: LDCJ( y" WNlI.I'AC.~ ~ -V' ASTRACAL PLA.TE NAN Y A PLASTICS CORPORATION / PLASTPRO, INC, DISTINCTION FIBERGLASS DOOR PRODUCT APPROVAL TEST RESULTS INSW[NG: Opaque and Glazed Max Door Size: 6'0" x 6'8" DESIGN PRESSURES 1: ( L-.. rf- 12" TY P ~~. I ~ 12" TYP. 25 112" ~~ .. 12"TYP. ~~ ~~. 12" TYP. 25 J./2". ~f- 12" TYP' a-I-f t-~. 12" TYP. i-f- 12" TYP. Lf-:' ( . (. ~~ ~... INSW1NG TI-jRrSHOl D L- rf- 12"~ ' iTZ 12" TYP. 25 :1/2" 12" b- ~ t-f- ' .. 12"[:' :12"~; e--i 12"f-' 12"~. 25 J./2" ~\) IHSWlt-lG rHRf"SHOt D (OplMoI> ~vv~ fW:!R1 rR - FREE nVl,hold ,,25 (:' -!.A'r. S= up to S"4 :<: S'O DOOR LABEL PRODUCT ACCEPTANCE NUMBER - D8S1-226 fiNAL ^NCHORING OF A NOQD rn"''''E UP TD 5'+ x a'o SINGLE IN$WING UNIT w/WO SlOEUITS PRODUCT ,l,CCE.PfANCf No.: 085/226 ---j r- 6" f _ HQ) 1 r I)::~ (!) ~D' -0 ~ -0 6"""1 r- (fj- 0- Q)- 'st.... . 5 1/2" 1 .y'E' ] ....'-1\' Q)- ':9'- Q)-t y; Q)- -<D ::@ -Q) a;" I--!A' -0 Q)- """7!? 7 Q)~ -l W 1,2"~' 1/2""j 1- SCM:tI SCHrlU.( "ill HI) x 5/S" ~ FtAT HOD 411 110 x J. 3 4" ~ FtAT H(AD 511 IJ.O x 2" l'lJU.P$ fUf HOD 111 , 11) x 3" PfilllA'S FtAT HCN> -0 -0 ~ 2" TYP. d , t- -j r-' 1(2' T · 1/2" -j H ~ 1- 2" TYP. cb~ CD- (f)- ~ tv II "'-, 01 cb o -(}) (f;r- CD- 'S'~ t f: 5 1/2" f t -0 (j)- _"C' I--'A' 'C'- -(j) Q)- iXif.7 (7) fiJ (i I i~7 ....J !"4 1/2' t 4 1/Z::...l l- -(j) SS~I @ "'- 9 7/S" ~~lf~tl:~J Q}-~tV . ~Ir HINCE DETAIL JIIJIE; ~ &.OO.fJY:~-...cHU) 10 HfNC;t oWn ~ , 4 \Ilm' at: usa> OF ~ 5 $(:jl(W ~ A I 7 !iit:J(fY ~1l(W SCHElXU '('""". ~ ~~ ~ .. -};" LATT:}{ DETAil. ~ \III'It:H $lOl1.ITl: IS ...7T~ 1'"0 l.IoTCH JNJ8 IJSl:. S x 1 3/4" P!-I/UJf'S FlJ,T HCIt/) ~ W smfI((' pu~.'/<HO I 4 ~ INPlXI: OF , Q) f"1!OU SC'i!Dlll.L ~~. t'---- ~~~ s~.~~~ ~ SH LOC/C~~ 14'H<F~. ~ ~ 'B!.... 'Ct- ( .r'(' c-T ~~~ I~o;a ~'Q ~~ INSwlNG ~O .. {~l (/'" ~ /lJV!R'lFJ( - f1lU ThrMhoI4 Froduct Acceptance No: D8SI.216 Inswini (wood jamb) ConfiSUl1lUOO: 2~ 2'~ l6 +99 .99 +89 -89 .84 -84 S i1131e Opaque WIS,doli\eS s",-!le Glued \VlSidolib:s ([)QOt <loes 1>0\ t;>eCl Mi~ 1mpo<;'.) lOU 2\0'2024,4.5.6.\0.11.12 '09 -99 +89 -89 M.fs. oY'. NIll\ Ya l'1llStics I ptastf'<'> Livin&ston. NJ 010]<1 X. OXO. XO. OX n )'0 +78 .n +70 -10 'S3.}4 <A.Ot '50-<>0 ...78 -n +70 .70 +H.}4.(,4.0t +50-<>0 '84 -84 NAN Y A PLASTICS CORPORATION I PLASTPRO, INC. DISllNCTiON FIDERGLASS DOOR PRODUCT APPROVAL TEST RESULTS INS WING: Opaque and Glazed Max Door Size: 5'4" x 8'0" DESIGN PRESSURES OPAQUE Door Size Pressures 4'0" x 6'8" +74 .82 4'8" x 6'8" +64 .70 5'0" x 6'8'" +60 -66 5'4" x 6'8" +56 .61 6'0" X 6'8" +50 -55 Drawina 1/ 99.08 99-08 99-08 99-08 99-08 Description Double Double Double Double Double GLAZED Door Size Pressllres 4'0" x 6'8" +74" 74 4'8" x 6'8" +64 -64 5'0" x 6'8" +60 -60 5'4" x 6'8" +56 -56 6'0" x 6'8" +50 -50 DescriDtion Single Single Single Single Single OPAQUE Door Size Pressures 2'0" x 8'0" +99 .99 2'4" x 8'0" +89 -89 2'6" l( 8'0" +84 -84 2'8"x8'0" +78.78 3'O"x8'0" +70 -70 Drawlnll # 99-01 99-01 99-01 99.01 99-01 Descrlptloll Single Single Single Single Single Configuration: XX Test ASTM E-330.90 AA..\1A 1302.5 ASTM E283.91 ASTM 8331-96 TESTS Den,;ptlon Uniform Static Air Presrure Forced En try Test Locatiol1 National Certified Testing Lab Orlando. Florida National Certified Testing Lab Orlando, Florida National Certified Testing Lab Orlando. Florida National Certified Testing Lab Orlando. Florida Test RepOrt If 210-1993 210.2024 210-1993 210-2024 210-1993 210-2024 210-1993 210-2024 Test Oate 10/03/1997 04/0ll1998 10/0311997 0410 \1I99g 10/03/1997 04/0111998 10J0311997 04/01/1998 Air Infiltration Water Penetratlon Product AcceptancelLabel No: DDI.22~ Drawinll # 99-06 99-06 99-06 99.06 99.06 Single w/sl 5'4" x 8'0" Single w/sl 6'0" )( 8'0" Configuration: X, OXO, XO, OX Certifying Florida Engineer and LlcfIlse Number Barry Portnoy P. E. No. 16258 Barry Portnoy P. E. No. 16258_ Barry Portnoy P. E. No. 16258 Barry Portnoy ':~~'~ fef Tut ASTM E-330.90 AAMA 1302.5 ASTM E2S3-91 ASTM 83) \-96 +53 -64 +50 -60 99-01 99-01 Single w/sl Single w/sl TESTS ~rllltlOI1 Uniform Static Air Pressure F creed En try T~t Location National Certified Testing Lab Orlando. Florida National Cortified Testing Lab Orlando. Florida National Certified Testing Lab Orlando, Florida National Certified Testing Lab Orlando. Florida Tut Date 04J0111998 04101/1998 Air Infiltration 0410 111 ~9S Water Ponetration 0410111998 Product AcceplanceILabel No: D8SI-226 GLAZED Door Size Pressures 2'0" x 8'0" +99 -99 2'4" x 8'0" +89 -89 2'6" l( 8'0" +&4 -84 2'8" x 8'0" +78 .78 3'0" x 8'0" +70 -70 DrawiOl! # 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 FltjAL ANCHORING OF ^ ',I(OOfLfB.6ME UP TO 5'0 X 8'0 . DOUBLE' INSWING UNIT PRODUCT ,oCCEF'P././CF: No. DBDlnS I 4" r+- 12"~f-' ~t 12" TYP. ~f-' 12" TYP. ~f ~f-' :12" TYP. 12" tp~ . U-f ~~ ~f- . I _Q) 12" TYP. I :12"t-P~ W-i ~~ 0 CD Lf-: - -.!.A' -10 1 1 I I .J W 1/2" 14 1I2:J 1- L ~ 4 1/2" tu): ""1 ,6" ~ ~ cb r.::0 ~-B I-- 6" t 6", r- 1- 0:: (j)- 6"-1 01 i"'vD' /; -0 =0 -0 -!,A' Q)- 0= ~. ~51/2" 'C' ~,= &IM (f- h INACTlV[0 - I 0:: G' (. 0- I I 0- 0.::: 1- -J L.,/,,, ~ SCROI SO<E:.DUt.E 3 10 x 5 8" PHIll.;PS FV r HlAO 4 10 x 1 3/4" PHIt.l...lPcS FlJ,T Hlj.() 5 10 x 2" PHI!J.PS FU. r Hv.D 7 lOX 3" ~ FVr Hv.D ! r.>. 9 7/8" ~h cv-:-ts::twtMJ ~ ~ . .. Ir HENCE DEi ,4./ L ~ ~ D" ItSTRACAL PLATE - :l-~ so: t.Do. ",.~~ ~ ..~ ~ "C' LATCH DETAIL ~~ ~~~~ 'f'--..~ ~, ~~.~~~~: ~~~ IN$nov:~ NAN VA PLASTICS CORPORATION I PLASTPRO,INC, DISTINCTiON FIBERGLASS DOOR PRODUCT APPROVAL TEST RESULTS OPAQUE Door Size Pressures 4'0" x 8'0" +99 -99 4'8" X 8'0" +89 -89 5'0" x 8'0" +84 -84 5'4"x8'O" +78 .78 6'0" X 8'0" +70.70 Configuration: XX Te.t ReP<lrt 1# 21 Q.2024" 4,5.6.10,11,12 210.2024- 4.5.6,10.11.l2 210-2024- 4.5.6.1 0.11.12 210-2024. 4.5.6. lO.11.12 Certlf)'log Florida Eu&loeer aod License Number Barry Portn''Y p, E. No. 1625.L_ Barry Portno~ !:..LNo. 16258 Ba..;-y Portnoy P. E. Nu. 16258 , Ban,.. Portnoy ~~'f !IV ASTM E283.91 ASTM E331.96 Test ASTM E-330-90 AAMA 1302.5 Dt,crlDtlon Unifurm Static Air Pressure Forced Entry Air Infiltration Water p1'flettatlon L'IISWING: Opaque and Glazed Max Door Size: 6'0" x 8'0" DESIGN PRESSURES ~k~ 11"'>WlNv THRf"<;14OtD ~ L"SWJNG THRf'SHOUl (""-) ~ FJt.kRlrR -FFIf.1: ~.-- D ra win2 #. 99-08 99-08 99-08 99-08 99-08 Description Double Double Double Double Double GLAZED Door Size Pressures 4'0" x 8'0" +99 -99 4'8" l( 8'0" +89 -89 5'0" x 8'0" +84 -84 S'4"x8'O" +78 .78 6'O"x8'O" +70-70 Drawinl! # 99-06 99-06 99-06 99-06 99-06 TESTS Test Locatlol1 National Certified Testing Lab Orlando, Florida National Certified Testing Lab Orlando. Florida National Certilied Testing Lab Orlando. Florida National cmified TestinS Lab Qrlando. Florida Test Date 04/0 l! 1995 Test Report If 210.2024. 10.11.12 210-2024. 10.11.12 210-2024- 10.11.12 210-2024. iO.ll.\2 04/01/1998 04/0111993 04I01JI998 ProdllCI AcceptallcelLabel No: D80I-228 CertifyIng Flortda Eoglneer and L1ceose Number Barry Portnoy P. E. No. 16258 Barry Poctnoy P. E. No. 1625& Barry Portnoy P. E. No. 16258 San)' Portnoy ~ '~:~ rf/! w () i= a z w (!) ~ a ~ w 0:: <1: ::J 0' if) w 2 LJ..<(O:: '00::0 W LJ..LJ.. I-w f- <T:O~Z ~U;O:::) Xf-O:::O O:::)lJ...U O:::OZU D.."",w<T: D.."",~ <T:0<(f- wO:::f-O o:::lJ...wZ <T:ZO:::O oW<T:O w~U)O I-;:!:ZZ gwQ<( O'o:::U)w <(Z~ ~U)w<(Z c.::lZ~a:O ;:!:QOOi= 0U)0:::f-6 OZO~- u..W~Un:: w~wOD.. ~O~~<C :;)....J- :J O'.....J ,r:t= <T: U)~::3~s: ..Jw..JO>- ..J>:;;ZO::: <(0:><(0 Ul c.::l 0Cl :r: ~ N I-.U) 3!J) c.::lZw <CtD..-I U)~QCl 0:::(',1(,0 . of-O 0..-1'*1: ffiz<T:u w~t8li w<(~'" :r:.... 1-,,""" :r: ..... ~U)::::z f-1-...I1.I.l 00:::~o o:::lJ...Ll.o. 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D- o::: o o w 2 o :r: U) ::) ('I") o o C\I @ 5-9 LAST PLOT DATE October 11, 2004 PLASTIPRO DOOR DETAILS f" .....-...-- US HOME PRODUCT APPROVAL SPECIFICATION SHEET As reqwired by FI-.:)(k:la S'tatute 55-3.8-'12 and Flofida Admtnist:zij>,r~ Code 98..72, ~~'e3se provjde'tr~ i"1f~:matio1i arvj approval t\1..l'!'0b~r9 on'the: bUi!dii";>J' componef1ts l1$te,j- t:elcw if t~j V::,.'\tt N~ uU;ZOO on the, CO(ls!r....1CO(1;'1 [)ro.;ect (i~f Wl"liCh i(10 a;e 3fJp(Y1i."d fO( a :)I..,JII:Ji!'1g ~ft'lltt W.o :\.~orr\~neJ';d you ccnta<.;.{ your t'Q(;ai product supplier $hol.:ld you (lOt kno"","' the product applQ\,.a! ~;..,JI'nt~3t fm 3:',1 of H-le applk.abl.e IisteG pr.Qd~"iGt$ CilteoQrVlSu.lkateo9r'i .1. e:XTERiOR' OORS A SW;NGI'.xa Manufacturer: T,e""~.- Tr\.i 8 SLIDING ~jnco .Se.!t<;fS,if elll Horn~ "i<xl) _. fia ~XtrudefS (Mile:stoJ:e\ "Gen:er-dl AlumiNum C SECtiONAL C100ay Si.Jtlqinc Pr(jd;.,ct$ o OrHER a wl."!Q9w$ ~~LEH\)NG Kk(;o trett",8Ifl Ra. E,ir<Jder. -Ger:e.r31 A ti,KiiftlUfY1 Generar A.lumi,oum 8. HGRllONTN_ SUD~;;~ KlIx;o i;l"te i3!1! F1a Eltrud~rs (Miles!o0e) Ceneral Alum~)ulTl 1--- C PlfED KirlCO 8~!MBII.1 F;a Extr\.l.:iers (l"Ailesto:'\€\ Gf:Mral A!W'ni!"liJrn Cef'e~al f\lwmlfiwrn D MULLION K,nco Be\1e:8i1t ffa E)(ti1.~ier~ 'Tvlilestone) Fia: Ex(rciCle'. (,'lliles!one Gen~iaj A.h.lmif1um Gene:cJ Alurr'o\.i1Tl ,:,€f,eral Alu~.~nDliJrn General AI\.iminum 3,. PANEL WAU. A. SIDiNG IS .$01"rITS K? 'C5r\ [ct. c-drf'e r on ."'shr~y al,Ji'<lino' Can')erOi! ASfit€V B;...::l.:.~;:'t~ Produd Descriofion A!furovlll Num!;ler{s) $ITlooth -star Fl117J 5 MI<: 2!3JNS. ~Iii; 2i31'1J~ KP Mk 2I3iA,ti;. XHP 420. 470145' ~70HP/t157rlP Series 5001~ OQ0i'20CQ 4201430/440 FL 12:$. PL?61 FtA5 Pl264 Oa,:ace O(fO( GRSTv\:4 116)( 7) Ga,aae Doof 6RSTN4 19 X 7) fl3C'26. (5 f't:1026:4 ~4c~50 .MK,40/S0 HP 16~. 18S.qQOO 740/3;40.3240i42:>OH? S,,,,es 1:>0011500/2000 t1 CDj'! ~401 ~44Cv14?O/154J1'" 55.')/1570119001 1.9<1OJ1970 F~1 23 PU,,,J FL4_ fl.204, 1.69~ Fl204 1699 R\r\i HP R'/V XHP. r-?'./\.+-XHP 16a/11G3.680 S~"~s 1 000 1180/~~80115$O/15907f%5?900 Fl.. '.24 ;:'.L6<":) Fl4$ FL2QS 1700 Mk 40/50 PN/CT, !v'vP~"JCT 16&30(/) 740!3740.324C/4250HP, 680 Ser:es 1000/21...100 1100TDU11-0Q1400TC'_I~ 4e,;O/1560i13i0i190Q/ 1 Si70/QCfJCf53QQ/s.360 FU25 :FL6-i6 Fl44 P ^R\ ,,63, 1697 FL2?$, 263 1883 M03.-C4A, MOl.o3A, ,\,196-08<: FL0?7 fE5700.i571 0i571167 <)/571 ,15714/6718 .fl.Gi4 F~57o.:)/57:; 1 J57D::?JS7;.\V5?D4J5705if)717 fLS? 4 ~1iJO/190OJ'97Q{S::,qJ~HUr<, r+;"\3"clTq ;es.. Fl1252.1 '\445,144$ (F:a.:;(~B Sti\JCtu(al Mwl~sari>:j Bracketsl fl1687,1' 144?,144 'F111 V:Jl~ arK! :j;ackets~ fl' 003-1 5~O.S3."7S3485;iSO 05 ,5000 Mu!:s and 8,ackel~ Fl1&3$'~ \.:;$05/0$Q(V950C{9b10 A!w:-n]l1i..:J'Ti Soffit 4" 550145 '10~2j4e.~'02N t,J J'f"1'tH,.lt,( Soffit AkirrirttJf'!i 'iriCi€ FClur ""'(4 fLW65. FL4Q$ 'L4O$.2 E OTHER ~~1~:l.bS~F.:R ___ ___-,-___ '--c-'.......,---,--.-' D. Gl,4.SS 8LOC"; fWsbu;:(;h COrn,f'Q Corp --'Giass UCI; M;;Wf'lY-'f1SI,?:$d w/MaGar ^ FG363'---- 4. ROOFING PRODUCTS A ASPHAl r SHINGLES Certain Teed C~i(22.:.~9.0-- ~~rK 30140 (a0d ;~R..) xT25r""i.c;J ART, Xf30.3fY.1 ~,R) p.L2 FL. 2~:)7 L;';SO'15 B iJM!EI~LAYMtl"I'S C ROOFli'JG FASTENERS D ROOF '\'cNTiLA'fORS FL4I.J8Z E. ROOn' J() nuo S F MOO1FIED 6iTUMEN AJ.r Vent rnc v e:lh~ri Pi ;)$ FI.479 .ce.~al" Te~o Cor;; .,,<,);>f;rlll MOGifiOO 3itw,.r",~ Roof S'.stem G. SltJGLE PLY ROOF SVSr:::MS H CEMENT&ADHESIVES COATINGS .1 ROOf "n"EAOHESM? J eTHER 5. SHUTTERS A $1 JRM e'AN2LS B; COLOI.t:.AL C ROU...UP D on'IERS $; SJ(YLlGt'ITS A. . SKYliGHT I;l, OTHER 7. STR\JCTURALCO~WON5NTS A. WQC)() c:.O~a'!ECtCHSI ANCl'ORS SlrnpSQn StrQ"J."I~ USP Stn..idllfa! 80.'1:1, aTRDS$ i"tA rES Mirek jf1dustrie?; jnc C. E"''GINEEPEO LU.UBER SQise 1"110. Wood prod D RAIUNG E CONC;~l::n,: ADMIXT\.lRES 11.\ AT ERiAL FECR r.:;'~rp iCast.Cre:~l GOtHER . NEW EXTERIOR eNVElOPE A e. 1/-100(1 Conre(;t:)~s 3. -:c 4f'C't:ors VVo<.;d C01-Yledcf$ a-'l(1 A;~:C'hor's see crlort ~.ee cbart T fUSS P1~te$ fL2~97 Versa-La:,;) SP \N<)'GC !pJo,sl.S /iLL.I()(ST F11644 FL 1545 HiC'lh $hencth ,Coitcret2 Lintels fL1<iS.1 TI:e produds lisleo 0010',"" did not de:f!lOi":str;rte prl.l(ju~ appr;,J'ltH at pian ~~Vl€\\f JfK~e~tal"j \~~a~, at the time Qflnspedion oftt"fese, f.."l;'Qd0ctsi tt1e fdjfQ'Nin'~ w1fO{!Y!E~tion must ~,a'/a:~ab(~ to tne llispector on ttie j{~~lte., ~ I copy oJ H"ie prod.~t :t~'IJrc';al,.2) t1":~, pe~o(:l'a.nc€ (;ha~acte.~istk$ lyhich ee product '.~'as t~sted,al~d c:ertlfied to oornp{r 'N\th-, 3, copy ot it"B: applicable rnqnljfac!~..fe's !l'\s4tHat~('1 :eql":l~erner:l:$ F~.;!":nEi. ~ l.it~Qe{s~ar'd these p(o.duos (flay have to be, i"E:i1oved It approval :;.ant1ot be d€'i110n;Blrdted i:k;t~ng insr'l';.'(.I.,\'):!f, ,_n_ '"'1 ~...' \I" TYP lll/W lY~ b GOO~ 0 0 00 0 0 21~S-':;,e 00000000000--..1 oOnOoOoOn~ OnOnOOOUOOAU 0,,0,,0,,0,,0,.,0 APPUCA,~iT SIGN/<\TURE o.i\~E _ .J3-J t. RUt (sThi) ~ r \_ ,). r (l<~).,.....-,-COY't.OE (Ref) I ~l...,- I ~';':5: ~IZ I 4u' ~r~F\JU :lCAU9 {1.0Wl!!\3 ~ III $Ald 0lRl!(;~ At mast t I ' I 4t:: · 1 CE!'11' \<A~ 'r ~lNe 'D' PER. OO'/ERA<l( .oas 3."" .~ 4.97 .Wl 6.27 ,~o" 7Jl~ DEPTH .:.J . "A..l\' ih SCALa l~ I CO""'".2J..~.. (R~.J _W.. >ER<lt (Rtf) ~- W~l\ ' ,~3RtF .33. ~ RIll A!<j) _ ~All,.S (4. ~ i, , ,"., ~fr~~", '<.PO c~cr. Simpson & USP Cross Over Chart with Florida Product Approval Numbers -- S. ~ d Florida Product unps-oo r-fO uct A I Numcer ppto," NUI11ber ~~4 FL474 ;\8U44 Fl474 CS22 FL 1901 H3 FL4704 \-<""10 Fc4704 ~- FLA74 H6 FL474 HCP2 L4704 t'~DQ8-SDS3 rL474 HETA1S FL19C1 HEr A;CO FL'901 HGU$21C<.2 FL474 HHETMO FL 1901 iSl..3Ril,4 ~ J FL~;OJ HTS"6 FL5J8 HfS2'O FLS"" HTT16 Ft503 ffn7.? FL503 HUS26 L474 I-iUS28 FiA74 HUS41C FL.474 HUS412 FL474 HU.SC41) [,474 'HUs5ii2-- ffL474 - iTT fUi4 l'UT FL474 LGT2 FL 1-423 LSSU21.0-2 FL474 LSSU?8 FL474 LSTA12 FL1901 LSTA1d Ft,1801 l.iiT ,>3D FL t~C\ lSTA3>3 FL 1001 L.TSI:2 FL474 L '5',6 FL474 LTSta FL474 L 1'320 fL474 L H<S Fl.174 tff208. FL.174 lUS2<> FL4?4 lUS4H FL474 "'SHA.") ,'611 j 138 FLS3$ METi~22 Fi901 MGT Fl1423 MST 48 FL"l901 IV18T60 FL 1'8C 1 ~:~'.!J6 Fl.1901 M~S12 Fl4i4 MTS18 FL4?4 MTStS FL474 MTS20 F!.474 MTS3;) FL474 MT2Sa FL503 PAS1 FL474 SOS 1 i 4X2 112 FLi 4\S3 8DS 1/4:..41,2 Fl14$3 SOS 1/4)<6 FL 1463 SP1 FL474 SP2 FL4?4 $P4 FL4i4 U24 FL 12~8 %\ Pac I,) FL4023 HD Tile~ FL2J04 2 . J " ,-o,~ iI,i,."Olt IMl I \REF/j /0.1 <:O'MGE 'REf') I 1-", . I .'. P roouct Oes.cription Fran-:in(J l:"'I",:(;r,o[ A<:r'J~t~l);€ ;:'>cst 8aS$ COIl Stra;:; 1 Ie H:..lfricpG€ -';$ H;jrr~ca(',e ;- .? H:.,lfr;can.e - i; Hurr\cale "7,B H!,...~ COr(((3f ?~ate CO(1r~cto" Hoiddc'dt Er:i~ed Tr'JSS Archor Erntloo<j~~:l 'i:;,;s* Anc:h':)r T rUs.s han oCr Ernb€dGed 7;".1'" Ancoo, Heay..: Ske.vad U Hanger lc'e3vy Teuss str3~ Heav""l Truss Strap Ho.'Tensl'_"n -I€' HQ/\'onsl[>"1 ""108 H€.i'l'v' "tois\ h.iL\qer Heavv ,,\'-.)is~ 1-~'3r'igaf .jOl~t r.t~nc€r Joist Harr...wr .Joist Hanger " Joist H~ r:ger '~'j:: f-J()ist H3!:1~1~r [yJoist Har\l€'f LJ,~,ht Gltt1(:), T" I~C0\'((' SlonalJle/Ske'N3'c,ie i-!.~i:~"'ef SIOi).,~t;e-.JSk,~,y'?:ble f-t31"lQer SteaD-T"" stra()'T~ St,?pTce steaD!I'! TWist Stra;:, Twist S~tap T\'~,ist S~fa;'J Tw;sl Stf~C; i"ensloli .t-= ienslon T;c Joist HE!(Kler Joist Hat1Qer Ma&:)0J'V 2k:am Hail<iet Embedded ;' t ~~s A;-'C;-JOf Mediur:1 G;'(J~:(TiedO\r,m USP ?,oduct NLUllber .\,IP~14 P,\U44 RS3CO R"T16 PT7 u-' A6. HHCP2 UPH\)e HTA1S hT A20 THDH21 0-2 Plorld? Produ~1 Approval Number r:~5:' ') C"L5'::C-i PI grl:: '.V,'\ IF,,:;," ;'U:~7,: F.....a.~ ~'L2., ::~ ,.:l:' ^ ,V2 ell;; . --~-?c2.2~- HT\N20 F~S?:: HTT16 ~L,}::' HTT22 r:;. ~';:~" HlJS26 FL8' 6 HUS28 'Le'" HUS41 0 f":L 2~:' Hl,)S412 FL8:.' .-- ~ ....~~Hl ~lJNtlUT 7 I __-'~_ r .~ ___ _:::-j......J , . -I.l ~~J\l.R', I : I ! JEa ,~.oi--.'.~.e --1 I 1_33 -.J a\3 j.)l......... ""~ ,,'.'>l"'':''.....'. ~" ~~l e' ":''':P ''''Ij ivn:-...-<:: l nr'. i,l. :"",'( .J e__$; I ~ ~ -If_~__-..-.- "QO.e:\l:9:L---1.1l/1~ [................... e ~$. ...,,-. 11. .~...:::::..,~~- (miF) \,..",. . 1'<$) /0. ~w~~~ Note", (!}l>11>b 16' SQflil UumA1>>wim>m Alley 3105 . H14(1Jo"Il<Mll) (:\i M.l<o l~' SQflil m..'1lI A~\llD. Moor ~1Q5 . 814 ({1M&< MI.) (3) Ca.'<~ (\~ W1d~: l~.zS ro.:h<< au' Soffit) 14.00 ~ (U' smliti (-4) All1Asi<l<ll<co<i ""<iiI... 0.\141 Url10sli 01h...",,,,," No!<ld (S)~~31'ol<=- ~JiW1l +-! ~ O.(~ l\l>:lluo+I.~ Afi,iClt/..j<J (0) roIllni ~ hi"", e. lA ~~l """ C"l"lM ,,"M>nu~"~ !>>no Wilb... J:<i<tobil~ SJ.'C"ilkOliooJ 31ld rolalm<<.-" (1}^,1Uo:fr.n~: 'Sll'L"l, ll'Soffit"h~'HsmI.t.'S.ffit (TI4u<<s w_ tW ~"" #mW. Color ($) o..,.;lI'll'_,.lil\i (i'SI'), C~Mio:r st.. ?" r~ 34.4l"f t 2" S<ttil.'! s~mt l~' V""<l4Soffit l6' Solid s.tISt (tj."V\:hre-d-~}ft<< l.............._.._..____><_...._.,c__ (9) f;*""t~~.0.y~ating A,.t':S~ Un..1 Ft ~...sqUfl.f'" Ft~ 160 SofIit ll" s.mt 7'<42,,,. in. 5'.$8t :>(\' (-i).. . ..<<U~ ~_t~~ ~~gi $q. in. 5._.58't $~. in- I :~~JOHN LA.LIO'FlS" P.E. I . . . CONSULTING ~NGJN~ER _.__~...lYlLM_.... ..~:o_"^~{~l:z~~?.;f!lf!M.qq. I J- ~ ~ "- 'OP or f',\Mil ~s 1M< . N~tlUG~ Ra.LF1lll>'lY (r,'") J- IlS.UX! \4 PAH!l ifVUlK.ALl!l P.~' ~ PART: ~A,1;WQ'l'; J,N.L SCALE: N. T.5 rHO 'HF U.:(:;T2 lSSHs1 LST."<'2 L.STt.\~18 LSTA'YJ LS, A~ l.TN12 ~TWle l.TVV18 L TW20 LTS19 L TS208 JUS26 ,II.)SI,14 NFMo~X117Sll ....T A2418 SF-Tn SP1'24, SPT4 .. . ~---- lo' ~,: . '.01'. F:..e-:t'~ Fl.3 ~ e, FLc :^ c~ ,Q ~ r, F=LG"' ':' :.8 ceo '..8~ r ~C[~ ~:L8~:' FL.6'':: FU~'~'~ ~~~.~::, ,-- FLSS'~' -- FLo-;- FI_8~ "7" FI~S;:~ ~ ~~. 10' .~ .'. Bl.'ILDIXG CODE CO~lPLL\NCE m-FJCE tHeCO) PRODlTT CONTROL DIVISION ~1L-\MI-DADE COUNTY. FLORIDA METRO.DADB FLAGLER lHJlLDING 140 WKST FLAGLER STREET, SUIl."E 1603 MIAM[, FLORIDA 33130-t563 (305) 375-2901 FAX (305) 375~2908 ROOFll'\G ASSEMBLY ApPROVAL Category: Roofing Sub-Categon: RoofYcntilators NOTICE OF ACCEI~rANCE (NOA) Air Vent, l11C, 3000 West Commcn:'c Street Dallas, TX 7~212 ~lateriaIs: Maximum Desian Pressure Fire CIassitlcqtion: PlastiC NJA. N/A TRADE N,\~1ES OF PRODUCTS l\L\NUFACTURED OR LABELED BY ApPLICANT: SCOPE: This 1\OA is being issued under the applicable rules and regulations governing the use of constn..lction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Bliilding Code and Product Review Comrnittee to be used in Miarni Dade County and ot1w.r areas where allowed by the AllthOtity Having Jurisdiction (ARI). Test Spedfkation Product Description Product Dilllensioll~ TAS 100 VenturiVe.nt PlusT}.t Ri.dge Vent See detail dru\ving herein Copolymer plastic low profde attic lidge vent with an integral end pIng for installation in shingle roof systems. TillS NOA shall not be valid afier the expiration dille stated below. The BCeO (In Miami Dade County) andlor the AHJ (in areas other than t-.1iami Dade County) restrve the right to have this product or material te,<;ted for quality assura.nCt' purposes. If this product or material fails to pettorm in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of sLH..'h product or material within their jurisdiction. ReeO reserves the right to revoke this acceptance, if it IS determined by BCCO that this product or material 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 Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Air Vents Venturi Plus EVIDENCE SUBMI1'rED: Name Test Agency/Identifier Report Date r AS 100 Wind Driven Rain Center for Applied Engineering, Inc, 07-07..00.68 04/27/94 ApPROVED ApPLICA nONS: LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following stateme.nt: "i\1iami.Dade County Product Control Approved", unless otherwise note.d herein. H.ENEWAL of this 1\OA sball be considered after ~. renewal application has been filed and there has been no change in the appticable building code negatively affecting the performance of this product. TER.'llNATION of this NOA will OCCllr after the expiration date or if there has been a revision or change in the matelials, use, and/or mamdacture of the product or process. Misuse of this 1\OA as an endorsen1ent of allY product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with ilny section of this NOA shall be cause for temunatioll and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and follo\.ved by the ex.piration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety, INSPECTION: A copy of this entire NOA shaJ I be provided to the user by the manufacturer or its distributors and shall be available for inspection at tJJe job site at the request of the Building Officia1. This NOA revises i\OA # 01..0910.04 and consists of pages I through 3 The submitted documentation was reviewed by Frank Zuloaga, RRC Slot: Cut a minimum lW' slot along the apex of the roof by cutting %" on each side of the ridge, The slot .shall ti~rminate appro.ximatdy 6" from the rake edge. I nstalla Hon: Place ridge vent section centered over the void at one end of the ridge and insert end plugs. Fa:.ten with rooting nails through nail holes in vent. Bull the second section to the first, align and fasten to roof. Continue this proce.ss from end to end Ridge Shiogle: InstaJl pre-manufactured or field cut ridge shingles over the ridge vent in compliance with the shingLe manufacturers Product Control Approval and the installation instTuctions using l%"ring shank galvanized nails Net ITree Area: Refer to manufacturers published literature MlnimtIDl Slope: 2:12 8 8 NO.\. NQ,: 03"()930.10 Expiration Date: 04/05/06 Approval Date: 01/29/04 Page 2 of 3 NOA No.: 03.(}930.IO E..'l:piration Date: 04/0S/06 ApproYaJ Date: 01/29/04 Page 1 of3 Ll~nTATIONS: 1. Refer to applicable building codes for re.quired ventilation. ') VenturiVf:nt Plus™ Ridge Vent shall not be installed on roof mean heights greater than 33 feet. All products listed herein shaH have a quality aSSllrance audit in accordance with the Florida Building Code and Rule 9B. n of t11e Florida Administrative Code. 3. DETAIL ,_. I 11.0 1 I I I R4,9 O'S'l~ ! III c ,I 1m Ii IIi ~--Ji rf;- / ILl '---tJ I I NAlLS PATTERN. 12' Soffit - lQ' ac, :n tl~e DlrectlcI1 of' SoHit Ler,gti'"1 12' D.C, in the Dlrectlo1'l of SoHlt \o/idth 16' SaHli: - 10' 0 C, 11'1 th~ Dtrer<:tion of Soffit U~Y1gth tE;' a,e \.., the Dlrectlo,,, of SofHt ',.'Idth (3) Desi!;jl"\ f>ress"re NAILS, A-JOlNT AREA 12' DIA, SHANK ~ DIA. HD. 1~' LONG BAn EN' 2')(2' P,T. SOUTHERN PIN€: CONST. GRADE MINH,1UM 2'X2' CONSTRUCTION GRADE MIXED SOUTHERN PINE OR E:QUIV, \YoOD BATTEN STRIPS ~ (I) Use Aluminum J.CbIu):l'lcl. Asbley Part No.404.2Q, to install. Secure I-Channel Using t~Resi~tltIt O. U' DiJl.tl\cter Shank Nails j.1J'r LQIlg At I}" Spacing l3ctw<= NltiJs. See note S fot Fit-Channel Applications. ^ / 330 / k /:}I- i~~~1 Ii I.. I. L-- -; t 1-80 I !IT iT' , i I Ro.tl"'g i -[.....- 2.5 -.~~ ~ ..j --14,1 (2) Soffit Nailing Pattern: ' 1 r Soffit - to" O.C. in the 'J)itwtioo of Soffit Lengih i2" o.e_ in \he Direcilon of Soffit Width 16" Soffit. 10" O. C. in the Dite<:tion of S<:>ffit Le.ngth 16" O.c. in the Direction of Soffit Width -----..... 4.3 ,87 J 0.8. 6.6 ........... I "- (I\, FRONT VIE"" OF EAVE '....ITHOUT FASCIAl 1 /"1 { I .-'1'"" ( ( Interior 34.4 psi (3) Design PrCSStlfO Rating (PSF) Exterior 51.4psf ( ( J-CHANNEl. INsr..lLATION I aATTeN NAILER (NOll! 4) / ~ , T $Ioe VifNI Of EAVE -r 1\ I r-~ i-1if-~~! '\._ 24' ~ltr-71 _ J ~F OYERHAN~ 1_ J'Cl-lANNEl 12" Suli<l Soffit Ii" Vented Scffit 16" Solid Soffit W Vented SoIf1.t VENTURI VENT PLUS \..- ALUMINUM :SOFTlT I PANEL TYP, NAIUNG PATTERN IO'XI.:?' <12' SOFTIT> tD'X1(,' <16' SOFfIT> (4) N<ll te<{Ilin.-d lfO\>erllan&;s 12' Of 1.'tS.lfo\'e.thartg ilIU" (\)20" divi.de ~ ...1dlh ioMlftl) ~ proper O.C. ~ fill aa<<<m Nllilot (I.~., fo<... IS" o~ the Bstten shoold be 9" O,e,) E~D OF THIS ACCBPTANCE FASCIA (~) In_ aWlell. Nlll.ter not required f(lf l'~ AppIkatiC/J&. Snop . ~'d line ,t<'f~ a.llIll\WllJlb l'.(;h<wnol di<eclly. tl) wall uW.g i- t-Nail", 16' O.C. (CBS C-onS1tU<ltiofl) 9f .12" biA,. e<n'IQld0\l !\'$i.stcnt Mil 1-;' long n' O.C, (PlaY"'OOdIO^ll.S, ~). NAIL; CORROSION RESISTANT NAIL ~/~ SATTEN NAILER (NOTE.4} FiJ..CHANNE INST Ai LA TlON SlOe VIE\"I Of' EAVE ' [ tl I ~ \ I~ II .-10"-....J-10~ \_ 24" ! I ROOF OVERH~ l_ J.cHANNE~ ',- F.cHANNCL (NOTE 0) ":"_00__ fjkt!;~~ ALUMI~IT- . ~ ~smjuJo~~r~~~it~~E. ~=.. 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MbUDillD ~ ~ t~ r~ u4 ~~" do !lOl...~ lhc ~ ~'Wt I1ltiJ\8B ljst~ allow: 2, f()f ~1.ll:II~ ~ till: ~i, ~than 1-111 imfIQ (fOC ~ 11<11.4.4 A~~ ~ and ~'1Jlll1$ 1701 '* ~ 1 aM 1101 '* '* 2) same diJIroeld' tllpllOlll}1le ro:luete ~f$ fllllSl be- sOO:ititll1e<i IIIld the length tl\lllII be$:lcllll\llJ..mlm_l.\J4*en~of\bOT~i.tIlolhe~"'llllis~ ~ V/ S:~: I'londa l'rofess.ol.oal ElIgilCCl''' Seal No. 4lW) MllY 22. 2002 Lynd<Jl\ 1', Schlllklt 19m f'rt:1lclo ta<:e Dtwo LGlZ. FL nsss f~ Florida PlWcssional ~.. S<<I No 4.j$(l9 May 22, 2002 Lyndmt P Scllll\i41t t 9506 Ft<<lclt La:>llJtive LUIJ<, Fl..:m 58 o RENnON EltGINEEAING (OMPL\ltYi 1"( E.8.# 0006871 lJJ () r- o z lJJ c..? ~ o o LL lJJ c:r:: <( ::J a (f) W ~ u..~0:: '00::0 LW u..u.. ~w<<::1- O..:::Z ~-o:::::> x~o::o o:::::>u..() O::OZ() o..<<::w~ o....:::~ ~o~t; WO::I-z o::u..w ~zo::o ow~o LW~U)O I-;::zz o o~ :::::>LW-LW oO::U)~ U) ~ Z , LWU)W~Z 0z~ffQ ~0001- t;U50::1-(] o6JQ:S:=:J u.. o::()o.. 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O'l o (Y") '" o Z 00 Q ...: O? ~ I- bU)~ ~ .qo::O:: is xwo Ij) <(w:r: ~ u..Z5 CDO(Y")LD0~ "'z ~~ 0J LW ~ C (Y") , ~ W ~~~C21- ou..oo:::::>~", , , I- U c..o U)COI"-()u::", '6.~:::::>i=0'l '" 0 0:: 0:: LD a.:r: I- w 0 O'l~o..U)()Z e su ~~ _ ~f!AI\: j~ (f:) : Q) 'WI~ "'-OETAIl "13~ ..w. '0" o o \D w I- :J Ul Z ci o > - .J Ul OJ - > w - 0:: o 0 <( I a. U1 ~ ~ <( w I- ~ 8-12 LAST PLOT DATE January 19, 2005 f-- ......I <i: 0:: I- ~ o U) U) W o () ......I (Y") u:: x ~i2~u:: o '" (Y") <>:t z(Y") (Y")O ~......I (Y")(Y") 0:: LL '" '" o ~' 0 0 '~ 00 co U)o... O?O? LD 0 r-- I"- <>:to... 00 iJ'l ~ <>:t <>:t '- LD o o '" iJ'l '" C r\l ~ C co -, W I- ~ o o ~ I:" I:" N IJ) I 0'\ \D I:" I M .... z o o \D .... I 0'\ o l.JJ M M .J LL <l: Cl.. 2 <l: I- .... .... 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W 0::: <t: :::> o (j) PRODUCT APPROVAL SPECIFICATION SHEET Simpson & USP Cross Over Chart with Florida Product Approval Numbers As required by Florida Statute 553842 and Florida Adlllinistralive 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 -1 C{ 0::: f- 2 - ~ ,/ (f) W o () aS8tE~ w i'- 0 LL. c..:;lN (Y)~ zM 100 fV~ ~ ~ri ~~ o ' , , ~-- .~ ij5ij5 "" (f) 0... co co F--~ IJ-j LO 0 ~ ~ ~o... 00 (.9f- 0)<( ~~ Florida Product Approval Number FL570 FL569 FL822 Florida Product Simpson Product Number Approval Number USP Product Number Product Description Category/Subcategory 1. EXTERIOR DOORS A SWINGING Manufacturer Product Description Approval Number(s) Framing Anchor Adjustable Post Base Call Strap Tie Hurricane Tie Hurricane Tie Hurricane Tie Hurricane Tie Hip Corner Plate Connector Holddown Embedded Truss Anchor Embedded Truss Anchor Truss Hanger Embedded Truss Anchor Heavy Skewed U Hanger Heavy Truss Strap Heavy Truss Strap HD/Tenslon Tie HD/Tenslon 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 Slopabie/Skewable Hanger Strap Tie Strap Tie Strap Tie Strap Tie Twist Strap TWist Strap TWist Strap Twist Strap Tension Tie Tension Tie Joist Hanger Joist Hanger Masonry Beam Hanger Embedded Truss Anchor Medium Girder Tledown Strap Tie Strap Tie Strap Tie for Masonry TWist Strap Twist Strap Twist Strap Twist Strap Twist Strap Tension Tie Foundation Strap Strong Drive Screw Strong Drive Screw Strong Drive Screw Stud Plate Tie Stud Plate Tie Stud Plate Tie Face Mount Joist Hanger Expoy Tlten Anchor FL474 FL474 FL1901 FL474 FL474 FL474 FL474 FL474 FL474 FL1901 FL1901 FL474 FL1901 F L503 FL538 FL538 FL503 FL503 FL474 FL474 FL474 FL474 FL474 FL474 FL474 FL474 FL1423 FL474 FL474 FL1901 FL1901 FL1901 FL1901 FL474 FL474 FL474 FL474 FL474 FL474 FL474 FL474 FL538 F1901 FL1423 FL1901 FL 1901 FL 1901 FL474 FL474 FL474 FL474 FL474 FL503 FL474 FL1463 FL1463 FL1463 FL474 FL474 FL474 FL1218 FL402.3 FL2304.2 MP34 PAU44 RS300 A34 ABU44 CS22 H3 H10 H25 H6 HCP2 HDQ8-SDS3 HETA16 HETA20 HGUS210-2 HHETA40 HSUR/L410 HTS16 HTS20 HTT16 HTT22 HUS26 HUS28 HUS410 HUS412 HUSC410 HUSC412 ITT IUT LGT2 LSSU210-2 LSSU28 LSTA12 LST A 18 LST A30 LSTA36 L TS12 LTS16 LTS18 L TS20 LTT19 LTT20B LUS26 LUS414 MBHA3.56/1'.88 META22 MGT MST 48 MST60 MST AM36 MTS12 MTS16 MTS18 MTS20 MTS30 MTT28B PA51 SDS 1/4x2 1/2 SDS 1/4x4 1/2 SDS 1/4x6 SPI SP2 SP4 U24 Set Pac 10 H D Titen Pfastpro Incl Nanya Plastics Jeld-Wen Distintion Fibregfass Entry Doors Exterior Doors FL1321 FL498, 539 FL565 FL565 FL820 FL817 FL817 FL821 FL821 FL821 RT16 RT7 LFTA6 HHCP2 UPHD8 HTA16 HTA20 THDH210-2 8 SLIDING Kinco BetterBilt (MI Home Prod) Fla. Extruders (Milestone) General Aluminum Mk 2/3/4/5, Mk 2/3/4/5 HP, Mk 2/3/4/5 XHP 420,470/452,470HP/452HP Series 500/1000/2000 420/430/440 FL126 FL561 FL45 FL264 flJ C. SECTIONAL Clopay Building Products Residential WindCode Doors FL542 ~ ~ CO cj f-,(f) ~ ~ ~ e"zw <(~vi ~ (f)~Qo O:::N(D en 'of-O O~~ Z 0::: -- (f)tJ)....I 0 wz....() w_lnu. w:=!~c..:;l J::r:~, j:: ~u;-z f-f-....II.IJ ;:) oo:::Ucs 0:::1J..u.0. ..... zwg:-1 OOL.L.iz 0 w 0 (f) :s (f) l1.. Z 0. Ll.I CI) wZ(f)cnZOO ~Q I::JzwQ::Jf=Z~ Z f-O<t:I(f)<t:O:::~;:) ~ LL. Z .-J f- :> uJ 0 0 a:l ,,, O~Cl..::r:UJ(f)n..a:: . ~ t0~<it:D::o~CQ: C w'-'O:::3:MZa:: 'Ll.I m8::) O<(::)~<( < W-1f-~~Of-....I::J: C I~()o... wUO::t,) ii f-0~22=Z~<3i 0 OZf-o:;S2f-DO u..d f-~(j)U;>(f)(j)~ (J) o 10 N o Z co 0 ....: "? ~ I-- b(f)~ E ~O:::O::: o xwO l/l <(wI ~ LL.~5 os8LOc..:;l<( NZLL. C:i ~~ ~ UJ 0 .0 c('/'),-1w.8 ~-1::;~f- u Ol1..co::J<"" 0 "f-()(O V;~b()g;,.., 0. ~ ::) f- 0) LJ ,.., 0 0::: 0::: . f- LO o.:r: f- w 0 <( , m<t:o...(j)()Z 0 D OTHER 2. WINDOWS A SINGLE HUNG FL820 FL820 FL821 FL821 FL818 FL818 FL821 FL821 HTW16 HTW20 HTT16 HTT22 HUS26 HUS28 HUS410 HUS412 Kineo BetterB i It Fla. Extruders Mk 40/50, Mk 40/50 HP 165,165/3000,740/3740,3240/4250HP Series 1000/1500/2000 FL123 FL663 FL42 ~ o o N ,.., ,.., General Aluminum 1100/1140/1440/1450/1540/1550/1570/1900/ 1940/1970 FL254, 1698 B. HORIZONTAL SLIDER Kinco BetterBilt Fla. Extruders (Milestone) General Aluminum RW HP, RW XHP, RW4-XHP 168/3168,680 Series 1000 1180/1480/1580/1590/1980/1990 FL124 FL670 FL43 FL256, 1700 FL815 FL815 FL568 FL816 THO THF LUGT2 LSSH31 o o Z \D o w - ?- m ::J > U1 o <t o - Il o .J lL. .J <t Il I- Z W Z tJ 0 o \D C FIXED FL816 FL816 FL816 FL816 FL820 FL820 FL820 FL820 FL822 FL822 FL821 FL821 FL578 FL859 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 OOTDL/11 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 LSTA12 LST A 18 LSTA30 LST A36 L TW12 LTW16 LTW18 LTW20 LTS19 LTS20B JUS26 JUS414 NFM35X1178U HTA24-18 o ~ f:' ci .- f:' > I N ..J D' U1 [l] 0 I \D D' W M IJ) ~ M L" o I I ..J M Ul La. .- r- q: OJ U1 C. I W .- ~ ~ .1- D. MULLION . 3. PANEL WALL A. SIDING B. SOFFITS KST248 KST260 FL822 FL822 0605/0606/9500/9510 Aluminum Soffit 41550/45102/45102N Aluminum Soffit Kaycan Ltd. Cameron Ashley Building FL1965 FL406 FL820 FL820 FL820 FL820 FL820 FL822 FL816 MTW12 MTW16 MTW18 MTW20 MTW30 MTS27B TA51 C. WALL LOUVER D. GLASS BLOCK Pittsburgh Corning Corp. Glass Unit Masonry Installed w/Mortar FL1363 E. OTHER 4. ROOFING PRODUCTS A ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30/40 (and AR), XT25 (and AR) XT30 (and AR) FL250 B. UNDERLAYMENTS C ROOFING FASTENERS D. ROOF VENTILATORS Air-Vent Inc. E. ROOFING TILES F. MODIFIED BITUMEN Certain Teed Corp.-Roofing G. SINGLE PLY ROOF SYSTEMS H. CEMENTS-ADHESIVES COATINGS I. ROOF TILE ADHESIVE J. OTHER o -~ w (3 Z (7j~~ 0 Ll.Jf- (/) u.J::J oz(/):::!-< O-I> ~:?:!::~(/) -<N~O::;:;:; (..:Jrl-<oo ZO::OOO ~Pw'::Ju C2o~:5~ o::JO::(f)1i! ~~Foo:: i=~~~B FL817 FL817 FL821 SPT22 SPT24 SPT4 CRV Aluminum Ridge Vent NOA No 03-093008 Modified Bitumen Roof System FL479 5. SHUTTERS A. STORM PANELS B COLONIAL CROLL-UP D. OTHERS ("\J(f) triZ ('JO ~CJ) > W ~ 6. SKYLIGHTS A. SKYLIGHT B. OTHER 7. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS Simpson Strong-Tie see chart 2 o )-0::: zLL.Z .....f-O -....z- z:w~ -(f)> OZ- woO ()()<( ::Jz9 Ow 0::: of-O 0:::f--1 o...-LL. wO:::......J 0:::3:<( wwO::: coJ:f- f-f-~ Of-() Z::) . )-00- <(::r::D:: 2t::0 z:3:() <t:o:::w .-Jw2 o...zo (f)zr. -<((f) 2=2::J w () - U) I- 0 -.J z - <x: l- I-- I W (? 0 - w 0::: ~ <( >- Z 0- Z 0 <( -l U Q.. SHEET NO. USP Structural Conn see chart B TRUSS PLATES C. ENGINEERED LUMBER D. RAILING E. CONCRETE ADMIXTURES F. MATERIAL G. OTHER 8. NEW EXTERIOR ENVELOPE PRODUCTS A. B MiTek Industries, Inc. Boise Eng. Wood Prod. Truss Plates Versa-Lam SP Wood I-Joists ALLJOIST FL2197 FL1644 F L 1645 FECP Corp. (Cast-Crete) High Strength Concrete Lintels FL158 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. 0- 0::: o U UJ 2 o :r: (j) ::J ('/') o o N @ S-13 LAST PLOT DATE October 11, 2004 APPLICANT SIGNATURE DATE PRODUCT APPROVAL DETAILS SINGLE HUNG MASONRY (FLANGE) JNE: BY VOOD '0- CONCR,,"E CR CAULK 3ET'.!"EN BUCK BY O"HERS~~ \ MASONRY OPEN'7ING "'000 BUCK ~ (NOTE 5 ~ 7) \ BY OTHERS ~AS'Y OPENING BY OTH"RS CAULK BET"'EEN "'lNDOIo' FLANG~ ~ i ~ \lOOD BUCK I 1-1/4' ~IN ~ to 6. EMBEDM('fi ) ~-~ "-. ~ !~~~ BY ~~~i~g -1Cl PE.RIME"ER 71 CAUL K --./ BY OTHERS IMPORTANT INfORMATION 80. GENERAL NOTES These notes are provided to ef1sure proper instalfabon of Florida Extruders Milestof'le products and must be followed fully B'" (BUCK '.!DT H) 'JNE: BY "'JOD l~STALLAT!ON ANCHOR BuCK BY OTHE:RS 3/16' DI~. TAPPER \j lNO~E 5 ~ 7) ("'JTE 1") \ SHI~ ~S R(Q'D, \\ 1/4' ~AX. R:G::J. V1NYL (SEE NOTES) ::;LAZII-~G I3(~D_______ (Typ,) ~ ~\ : ~ 117> 'H/4' ~lN'f ---1. EMBED~iENT 1- 0> I GENERAL INSTALLATION INSTRUCTIONS RIGID V[NYL i GLAZING BEAD W",i..{ <TYP) (\Y'lNDO'W ~ HEIGHT) I I C.AUlK BET'w'EE'-{ \JINDOW' I FLANGE ~ PRECAST SILL I 1\11 VULKEM 116 ADHESIY?_ , , CAULK, OR APRV'D, EQL I ~ v I 'I PERIMETER ~ CAULK - j By D~HERS \\ U . fr, PREi;SJ~~i~~ ~ \ FLANGE TYPE "- "'INDO'.! FRAME H"ADER GLASS OYP )(S(( NOTES) ~ 1) SHIM AS REQ'D. AT EACH INSTAc1.A"10N ANCHOR WITH cOAD BEARI'iG SHiM, MAX. ALLOWABLE SHIM STACK TO BE 1/4". 2) USE SILICO"llZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEA;) 8< JAMBS, SILL MUST BE AlIACHED TO THE SUBSTRATE WITH VULKEM Il6 ADHESNE CAULK OR APPROVED EQUAL. APPLICATION OF V'JLKEM 116 ADHESNE CAULK OR APPROVED EQUAL AT FRAME SILL MUST CO~IPLY WITH SEALANT MANUfAC1JRER'S RECOMMENDATIONS. - b, 3) USE SILlCONIZED ACRYLIC CAULK FOR PER;I~E:TER SEAL AROUND EXTERIOR Of W WINDOW FLANGE AND TO SEAL HEADS Of INSTALLATION FASTENERS, 4) FLORIDA EXTRUDERS 1000 SERIES S!NGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUOERS 1500 ANO 2000 SERIES SLNGLE HUNGS, 5) WINDOW FRAME MA,ERlAL: .ALUMINU(~ ALLOY 6C63. I INS.ALLATION .ANCHOR 3/;'6' DIA. TAPP(R (NCiE 12) ""'- SH;M oS RW'D. . "- II 4' ~AX. (SEE 'JD~ES) '7 I U FLANGE TYPE J1 _1'JDOw FRAME I J^,"B cAuLK BET"'EEN 1_ VI'JDD" FLANGE. I ~ ~ ~ Io'oon BUCK PERl~E:TER~.'1 I CAULK i ''; <,( BY CTHE,S ('JINDO\./ "lItIDTri) STUCCO B'T' OT~ER; ~ULK BET\.,It:EN SECT,ON 8-8 ~~ge 3ci;,CE~T~G BY C.HERS CONCRETE DR-.J MASONRY OPE.~I~G BY OT"HERS GENERALJ I Gl ASS I <TYP) (SEE NC~ES) B.rl, (]lUCK HEIGHT> I rLA~GE TYPE I CONCREH::R ,- ~ wINDOw FRAME HASON.!-<Y L:;::>O..I~.J / SILL ~ BY QbE:S ~\ \~ l-LB" ----., I MIN. EI-IB. , / ~. I '. -1 SECTION A-A .~~ II~-l VIEWED FROM ~r A ~I c EXTERIOF~ ' [D /Ji 8'- ~ r J I< 8 T~ ANCHOR INST ALLA TION INSTRUCTIO,<S ~ ~ 2X4, 2X6, 2XB "''JOD BUCK J""- - BY OTHERS (SEE NOTE 15 1 =3) ~ i'- II """'- ONE BY \.'000 BUCK BY OTHERS ~ (OPTIONAU (NOTE 6, 7 .~d 16A) INSTALLATION ANCHOR #10 "'ODD SeRE'" (NOTE 16 .,"<:1 15A) 6) NAIL ATTACHI~ENT OF NON-STRUCTURAL ONE BY BUCK lS 4' FROM EACH CORNER i' AND S" ON CENTER. USE A HARDENED 'T.NNL' WITH A 0.097" DlAME::""ER AND 1 318" L',2, LENGTH (518" EMBEDMENT), A HARDENED MASONRY NNL' 'NT", A 0 143" DIAMEn"R AND 1 1/2" LENG':l1 (3/4" EMBEDMeNT) DR EQUNALENT. FOR ALTERNATE SECTION A'NB-a, USE A 0 113" DIAMETER COMMON WIRE NNL WfTrl A 3/4" EMBEO(~ENT DR EQUIVALENT FOR NAlUNG NON.STRUCT1JRAL ONE BY BUCK INTO A TWO BY STRUCTURAL BUCK. ~ 7) APPLIES TO ALL NON-STRUCTURAL BUCKS LESS THA.N 1 1:2" TI1ICKNESS. NOT INTENDED TO liMIT TO NOMINAL ONE BY WOOD BUCK ONLY. BUCKS GREATER THAN 1" NOMIMAL (3/4" THICK) AND LESS THA.N 2" NOMiNAL (1 1/2" THICK) '.'Ira REQUIRE NNL LEN~ SUFFIGENT TO MEET EMBEDMENT REQUlREME!'oTS OF 'JDTE 6. @ 8) AU INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESrsTANT MATERIALS OR HAVE A CORROSION RESiSTANT COATING APPUEO SUrT ABLE FOR THE ENVIRONMENT AND/OR FRAM1NG MA ~RIAL WHERE ANCHORS ARE USE;) IN PRESSURE-PRESERVATIVE TREATED 'NOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION Of ANCHORS COMPATIBLE ',-'1ITH "l1E PRESSURE. PRESERVATIVE TREATMENT PROCESS USED. 9) ALL FlELD SUPPliED HOlES IN THE FRAME (If REQUIRED) WILL BE 3/16" IN DIAMETER. 10) WOOD SCREWS SHALL l"lEET ANSI 818.61 DIMENSIONAL REQUIRE:-<EI~TS 11) IF WOO9 TENDS TO SPUT, PRE,BORE HOLES AS FOUOWS: #8 WOOD SCREW . 1/8" DIA. PILOT HOLE &: #10 WOOD SCREW. 9/54" DIA. PILOT HOLE (NATIONAL DESIGN SPEOFlCATION FOR WDOD CONSTRUCTION). [SEE SHEET 2 FOR CONTINUATION OF NOTES] SECT,ON A-A (ALTERNATF) & For insta:Jation with two by Nith or w/o one by wood bUCKS. i"' " /''''''~'~';'~~':'' .:" ....... /'~~ :,~,.; ~,,~t~', !'~/~;;\"\;'14,f.~>y ',; .... REV DESCRIPTION ,DATE IINI 11/'( ,~c~~_. c :~~~~o.;:t~s,t ~b~EOi12jI9/03IR")A ~ " ~'\: ~f?:'2 ;t::",) i ~~;;;:o~ A;~~;E~~lm , "" & .,..' I REF1:RENCES ANO "?:~~i,,;,~..:~;..~t~~J I ~~~~~.o's "CR NO'O I " """..' i , ~(! "-~ g' ~ !! ){ FLORIDA EXTRUDERSI~1~~NyJ~?i1'i\1~i eEKTI~CATE OF ^UTHCRIZATiON NO 9205 SANFORD FLORIDA TITLE: INSTALLATI8N DETA:l ~Gl HUNG FLAr-.JGE '''' I \JDDIJS - SER: ES 1 JOG , : 508 ~ 2000 DRAW)! BY: BB I APPROVED EYRJA DATE: 12/ 19/031 SCALE: NTSIDWG.:FLEXOO 15, SHT 1 CF 2 I A --..-1 ~~ ~~ ELEVAiIO\J SINGLE HUNG FRAME (FIN) - VI,~;)C''; "'IDTH -~~. ~H~~ ~~CE S"iM AS REQ'O I HID BY "'ODD (SEE ~OTES) ,tf BY O~HERS wi / \\1 I l' M:IN. =Or~ [}o(BEDM(NT ('.,,IDOD seRE\..') 1E.3~ I I !~.S<;l\: SHEAT~!NG . ;NDd:JN F;~~f ~- J I1Z \~ ~~~~~~~Ji:~:S ~MIB PERIME~ER I~S'ALLATrON ANCHCR CAULK ~S ';OOD SCRE'" SHO'olN BY OTHERS STUCCO BY OT"ERS S::CTION B-8 cAULK BET"'EEN iiE;;~~g -l- r- :~~t~f:~::;;'JT Io'JN~~~/~i~~ BY OTNERS INST ~LLA TLO~ ANC~OR , ~ SC<;~ AS RE~ D 'S "'ODD SCRE'" SHJ"'N~f-::"" / V (SEE "rES) H ~i~~2g 't... 1,1/ //\ I _It., .. \ j G~^ZlNG (TYP) PERIMETER ~i~ ' 1/4' ~AX. J (S;:E NO'ES) CAJLK J' ~HiM SPACE BY OTHE.RS rIN TYPE \/INDD\o/ F,~MjE I HEADER : ~ GLAZING (TVp.) ~/ "" """ IMPORTANT INfORMATION l!t GENERAL NOTES These notes are pro~ded to ensure proper iflstal!aficfI of C"lorida Extruders Milestone prodUcts and must be follov.ed rull,! GENERAL INSTALLATION INSTRUCTIONS 1) SHIM AS REQ'D. AT EACH INSTAUATION "'NCHOR WlTH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 114". APPLY A BEAD OF '1ULKEM "6 AOHESlYE CAULK OR ilPPROVED EQUAL AT mE FASTENER cOCATION PRIOR TO INSERTING THE SHIM TD AlJflERE THE SHIM TO THE 5UBSTRA TE A.~O/OR WINDOW FRAME. FULL BEARING BETWEEN T:"E SHIM, SUBSTRATE AND WINDOW FRAMe ARE REQUIRED. 2) USE SIUCDNIZED ACRYUC CAULK BEHIND WINDOW FlN AT "EAD, SILL II. JAMBS. 3) USE SIUCONIZEO ACRYUC CAULK FOR PERIMETER SEAl. AROUND EX"1"ORIDR OF \'lINDOW FRAME. 4) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN T"IS ?R.JN1' ALSO APPUES TO THE FLORIDA EXTRUDERS 1500 AND 2000 SERlES SINGLE ~uNGS. 5) WINDOW FRAME MA11:RlAL: AL0M!NUM ALLOY 6063, ANCHOR INSTAUATION !NSTRUC110NS I I Io'INDCIo' ~E:.!G~T r,_VIND2V--l "'I:'; I GENERAL: I [ 11 6C 6) ALL INSTALLATION ANCHORS MUST BE MADf Of CORROSION RBISTA~T i II! / I i I- LU MATI'RtAI.S OR HAVE A CORRCSION RBISTANT COATING APPliED SUITABLE FOR I' I! I ' I THE ENVlRONMENT ANDIOR FRA,'UNG MATERIAL. WHERE A.NCHORS ARE USED IN PRESSURE,PRESERVATlVETREATED WOOD, mE WOOD SUPPUER SHALc BE I CONSUL 11:D fOR RECOMMENDATION OF A~CHORS COMPATIBLE WITH T'rlE , ;'~R.d I '; I ~II 3 EJuALL Y SPACE PRESSURE-PRESERVATIVE TREATMENT PROCESS USED, Ii (SEE BELO\,l)L1I! : ANCHORS (TVP) 7) A.LL FlELD SUPPUED HOLES IN THE FRAME (IF REQUIRED) WILL BE: .- F! i I rr I {\ a) 3/16" IN DIAMETER FOR #8 WOOD SCREWS, AND wINDO'" T 'I / I ~ ~ b) niE SHANK DlAMETER Of mE MIL ~OUNDED UP TO ThE NEXT S,'A,'DARD HEI:;HT I '" I DESIGNATION DRllL BIT SlZE. i' ! i Iii i 8) WOOD SCREWS SHALL MEET ANSI B18 6.1 DIME,NSIDNAL REQUlREME\TS _ 9) NAILS SHALL ~'EET ASTM F 1667, "STANDARD 5PECIFlCATION FOR DRlVEN I I I FASTENERS: NAlLS, SPIKES, AND STAPLES." A -J 16' ~AX..-J 10) IF WOOD TENDS TO SPUT, PRE,BORE HOLE AS FOLLDWS (PER NATIONAL r CTY.>) DESIGN SPEOFlCATION FOR WOOD CONSTRUCTION REQUIR&IENTS): ,- 6' MAX (TYP) ~; ~~~~~~~~S. '#;{:'~~~i~~~\~L<;~~OLE E L FV A T ION c) OlliER NAIL DIAMETER PILOT "OLES NOT EXCEEDING 75% Of ",E NAIL'S DlA'IETER AS REQUiRED. 11) WOOD SCREW AND NAIL WITHDRAWAL VALUES USEO TO GENERA~E FASIENING REQUIREMENTS ARE BASED ON SOUT'rlERN PINE WITH A SPECIFIC GRAVITY Of 0.55. 12) WOOD SCREWS AND NAIcS SHALL NOT BE MIXEC) TO FASTE~ THE SAI-'E ASSEMBLY. - 13) WOOD SCREWS AND NNLS SHALL 'JOT BE USED TO FA5TI'N ASSEMSe Y INTO THE END GRAIN Of WOOD. - GLAZING (TVP) I (SEE NDTES)______ I I J r- FIN TYPE I[ ;/"'I''JDC'.' FRAME i J SlLL PERI~~~t~ ~ kf' /~~~~tE SL~ 8Y DTHERS , BY CTHEOS . '. -~'.'.' ~ ~:. T.O BY ,,::D L~STALLATID~ A.NCc<CR<.. I ~ -- BY C~HERS ~B "'OOD SCRE\.' SHOVN ::' I ""'--- BY 6i~EZ~ ------ /7,'jJ J'I CAULK BET wEEN '.!INDO'. FIN SHE~ THING ~ SHEATHING BY OTHERS _ A,'JCHO,R ~ SPACING (SEE BElO,,) HEAD SII_L !. ~A,~BVI~t~J"t~~Agn~f'~+b 70 PSF DP , '.IDem SCRE',;, 24' D C, ~AX. (]'VP.> " .., ~~ ',AIL' 7' G C, MAX FOR ~A,~BS A~D 10. 0 C, MAX. FSR HEAD 8.: SILL ,,~~~~~~:~i4,\~> . . /~:;'., - .:~\ REV DESCRIPTION DATE IINI ;r\ .' '.... 1--=-3 TlplfSrnNOrrTlQ I fl./. ~ '; ;"_._, AOO REQU,REMENT.O ID/1/0311RJA ; \ \i>~ }j!,1;~ JSE ADHESM: CAJl < I I ,I ,. .".7. .I AT SHIM lOCATION. ':"'~{t~/' c i~,~b~fn"TA DETA:l ./~8 SCREwS CR NA;~S . INDO. - SER[ ES 1000, 1500, & 200C 1 APPROVED BY: RA 'SCALE:~ T. S, IDWG:FLEX0026 S~T 1 Q> 2 [SEE SHEET 2 POR CO'fTlNvATIO~ OF NO'f1'..5J FLOHIDA EXTRUDERS I~~~~NtI~Vr\l~~ GtKT1ACATt: OF AUTHORIZATION NO. 9235 S.~\iTORD FLORIDA SECTiON A-A r---l'MiN, EMBEDMENT (Io'ODD SCREV) go ~~ ~Ci .:.> ~" ;?t ~~ TITLE: INSTALLATION SINGLE ~UNG FIN DRAWN BY: BB DATE: 1211 C/03 l)ro SH~l X Z x liB' 1000 SH r1 x 2 x 3/8 JAio"B '"(90) T"BE ~l.JLL:aN JAMi CT'(p)~l "UPC MULl.ION II w= !fa: x 1/2 SE:L;- ,~ "S X ',/' -ELF ,~ ......... . APPI"G SUS " ; f1 ...-/., (:;. ~ .'< n T AP?lNG SI'\S I~ ~l :J~ ONE iY _OD;D~ BUCK 3'( OTHERS . .6 - DE':"AIL C w u..~0:: '00::0 w u..u.. ~~~~ :;;;-0:::. lLJ X~O::O () O::>u..() I- 0::0z:() o.."""W< O o.."",~,~ <0<0 Z WO::f-z: ~u..W lLJ <t:ZO::O ,~ OW<t:O '-" W~(f)O <tl- f- ~ Z Z o 0< O :::'W-W OO::(f)""" <t:Z"", o t3(f)W~Z LL 0Z~u..0 <000f= W 5U50::f-(3 n:: OE5O~:J <r: u.."",,~()o.. W""'wOo.. :::) O::Of-iiS<t: o <t:-I~ -I ::;)-1 0::-1 (f) I @' ~ ~. S2. ~ I W-IO;>: :::J>~ZO:: <0;><t:0 HORIZON-r AL SLIDER MASONRY (FLANGE) TYPICAL MULL INSTALLATION "ASD~~~Cb~~~18~ B0~~L~ ~~I;EEJ';,~~i~~ [NST~eLA' I~N A'Jce~R IMPORTANT INfORMATION 80. GENERAL NOTES . & BY [THERS ~Y CJ7~ERS ~ t:~~E ~~. TAi'PER These notes are ~rov'ded to enS'Jre proper IcstlJla~on Of F'or'da Extrucers Mliestor.e ONE EY '.OOD _ ~ ~ products and must be follo'/,ed ful',!. BVCK B} C .cERS I ! " , ." (~O E 0 ~ 7) ~<l ~ '" " I' ~~'~~^M~:J!: GENERAL INSTALl.ATLDN ,N$CRUrnONS 7) APPlIES TO ALL NON-STIlUcrURAL BUCKS cESS THAN 1 1/2" "WIQ<NESS. NOT C~LLK, BE:T"'ESN I' <l" -' ' iNTENDED TO LlMlT TO NOMINAL ONE B~ 'NOOD SUCK ONLY. BUCKS GREATER '" j~D? FLAN~~ 1) SH:M AS REQ'). AT EACH lNS~Al;-""ON ANCHOR 'NITrl LOAD BEARlNG SHIM. ,."lX. '0 THAN 1" NOMIMAL (314" THICK) AND LESS THAN 2" NOMINAL (1 1/2" THICK) WIll _'JOD 8cL ~;>< ~ -f A~LONASLE SHIM STACK TO BE .,4 . ~ REQUIRE NAIL LENGTH SUFFrOENT TO MEET EMBEDMENT REQUIREMENT;; OF \ . 114' SHIM 2) ,uSE SIUCONlZED ACRYLIC OIUlK BEHIND WINDOW FLANGE AT HEA~ &. JAflBS. SILL NOTE 6. , ' SPACE ~AX -I ,~UST BE ATTACHEO TO THE SvB5TAATE WITH VUU<EM 1:6 ADhES!VE OIULK OR 8) ALL INSTALLATION ANCHORS MUST BE MPDE OF CORROSION RESISTANT 17 ~ , A?PROVED EQUAL AFPUCATION OF VULKEM U6 ADHES1VE CAULK AT FAAME SILL MUST MAITRIAcS OR HAVE A CORROSION RESISTANT COATING APPUED SUITABLE FOR Ii ,r I' Tl COMPLY INr'H SEA:.ANi ,"'1ANUFACT'JRER'S ReCOMNENDATION5 THE ENVIRONl\ifNT AND/OR fRAMING MATERIAL WHERE ANCHORS ARE USED rN II I II I )\ 3) USE S(UCON!lED ACRvL!C CAULK RJR PERlME'"ER SEAL AROuND EX1 ERlOR Of PRESSURE'PRESERVATNE ~REATED WOOD, THE WOOD SUPPUER SHALL aE ST JCCD 1 I, I!, I' I ill WINDOW FLANGE AND ,0 SEAL HEADS OF INSTAllATION fASTE.'.ERS. CONSULTED fOR RECOMMENDATION OF ANCHORS COflPATIBLE WITH THE BY C."ERS ~ Ii !'Ll ~ .l I 4) F'~ORlDA EXTRUDERS 1000 SERlES HORllON'T~L SUDER IS SHOWN. PRESSURE,PRESERVATIVE TREATMENT PROCESS USED. 1:1 ',~ ,i 5) WINDOW FRAME MAWw\L AcU'~INLM AL,OY 6<063. 9) ALL FIELD SUPPUED HOLES IN THE FRA,'IE (IF REQUIRED) WILL BE 3116" IN pC"METER I 'W=~:ll[f I SHIM AS REQ'il DlAMETER. , - "CAULK ~ II [ (SEE NOTES) B H. ANCHOR INS1'A~LAnON INS1'RUcnO'S !O) WOOD SCREWS SHALL MEET ANSI BIB 6.1 DIMENSIONAL REQUIRE~\ENTS, BY OT~ERS I (BUCK 11) !f WOOD TENDS TO SPLIT, PRE,BORE HOLES AS FOUOWS: #8 WOOD '.,H. : I ~EI3Hn GENERAL: SCREW, 1/8" DIA. PILOT HOLE II. tlO WOOD SCREW, 9iI'A" DIA PILOT "OLE (".INDC'" ~ J ~ ,- b, 6; NAIL ATIACH',ENT OF NON'STRuCT'JRAL '~NE BY BUCK!5 4" FROM EACH CORNER ANO (NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION). ,...El::iHT) ~ L ~~~~g~ ~~A~€ I ~ 8" ON CENTER USE A HARD€I'.ED "i.~A1t" Ij\I'!'TH A 0.097" DIANETER AND 1 3/8" LENGTH 3LASS (TYP) ~ HEADER i5iB" EMBEDMENT;. A HARDENED ''1ASONRY NAlL' ,WH A 0148" OlA"E'"ER AND I "," 3/16" DrA. TAPPER CONCRETE SCREW (WITH NON,STRUCTURAl ONE BY (SES ''JO'ES) :'0J"'" ~ 'I ' LENGTH (314" EMBED'lENT; OR EQUIVALENT WOOO BUCK), '. 'I ~~ ! J b, :NE BY "'ODD 8UCK 8Y CD"C~ETE J, , ,i ~I ~ JTH-tRS ,'\JG~E 6 @.. 7> ~ \.'\~S:O~R,( C;PENING 12) WH€RE WINDOW IS [NS""'At.LEO 1\1 MASONRY OPE:'-HNG ':VITH A. i: !I \ _ B\v' --.----1 iP' OTHERS ~~~S;ri~~::1~ES~;~~~T8~~~60~~~~S~I~3~~~iD~'E~b~Rl.1/4<' !t.-------1~ \ R~G:D VINYL (Bl..iCK \J::J™>1/4' SH~M _ I __ i-:/'" ~;N __ rNTO MASONRY OR CO:-iCRETE. PERIMt"'"ER " ~ '- GLAZING B€AD rLANGE iY::J( SPACE MAX i \ . ,EM~(C~tNT 13) SEE SHEET 2 FOR 1APPER INSTALLATION ANCHOR ,-OCATION CHART, LETTeR I (:vP) 'wI:NIJO'..l C""RAME $rllM AS R'EQ'D ! \ DESIGNATIONS ON THE lAPPER LOCATION O1ART 1,'JDlCATE WHERE TAPPER 'B'f c~~~~~ '\ :'1 \ FLANGE: TYPE __AMB ~SEE- NOTES) --"'I C> CONCRETE SCREWS ARE TO SE !NSTAUEO WHEN IJSING THE E)('f'ERlOR. I : L Io'INDOV FR.A,"E I'JST ALLA TlGN ANCH:R ~ [ ELEVATION AS A KEY. \ I SleL 3/16' DIA .AP?ER ~~ ~4) TAPPER (RAWL) CONCRETE SCREW MANUFAcnJREO aY POWERS FASTENING. I' (NOTC 1') , 1\ '7 INC. WILL BE USED. TAPCON (b,! ELCO TEXTRON INC.; OR TITEN (by SINPSON ~ __ -";ID VINYL I L\ -.i STRONG. TIE) CAN BE SUBSTITUTED Wlm THE FOLLOWING UMlTATIONS FOR ~I ~ A ~ G' AZ"'~' BEAij..? T'rlE HORIZONTAL SUDWG WINDOW SIZE D24, D24S, 025 AND D26: ((!r; , (f[ (U (I Ll GLASS m P) - 'U /' \ /\, a) INSTALL nvo ADDmOML FASTENERS IN HEA::l eVER ChART I (SEE .'JCTES) I, r -flC] II .,1 REQUIREMEN1S AT LOCATIONS A ANO D. \ . 0 15) ALL REMAINING FACTORY APPUED I~STALLAT!ON 'ASTENER HOLES NOT I "1 \ _JI i I 1/ I. JSED FOR TAPPER CONCRETE SCREW INSTALLATION SrlOUlO BE flU ED Wm-I #e "1 ~ I I WOOD SCREWS OF SUFFICIENT L m. TO PROVIDE MiN. 5/8 IN E~EEDMENT INTO ~~ WOOD BUCK. SECT,Oi''-i A-A C~JlK Bn\,lEE~ . : '!} '.I~DOIo' rlANGE #10 WOOD S<;REW (WITH STRUCTURAL lWO BY WOOD BUCK), ~ \loon BJCK i p ! PERI~ETER J 16) W~ERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCl1JRAL I CAJLK STUCCO -.-/1 n'lO BY WOOD BUCK, USE #10 WOOD SCRE'NS (ANSI B18.6 1) OF SUfFICIENT D i BY O,HERS BY D-HERS! LENGTH TO AC~IEVE 1.3/8" MIN. EMEEoMENT INTO ~HE TWO BY wOOD BUCK. ~1o'1~D~~'" "':nT~) ~ CAvLK BU'.EEN 17) #10 WOOD SCREWS SHALL BE INSTAUED AT ALL fACTCRY ilPPUED 'JJOD BUCK ~ INSTALLATION FASTENER HOLE LOCATIONS. S ECTi 0 N ~AS'Y. JPE~I~G (8) WOOD SCREWS SHALL NOT BE USED TO FASTEN ASSEMBLY INTO THE END 8 - B BY O~~ERS GRAIN Of WOOD. [SEE SHEET 2 FOR CONTINUATION Of NOlES] REVI DESCRIPTIONIDATEII:-n FLORIDA B ICORR~C'EO ~po NOTEi!"CIl&/U3IRJA I 4 de 16 AND CHANDro "'II ; ~OCATION ON A"iCHORS I : ~'~H~' 3, 20 AND 30 i r ",'SeO NOTe " · 7 i l!IR 'A '-' I "ND 8 A.DDEO '1/0"( 2..:). ~ j ADDEO NOT! S &: 7 TO I : eN€: ay SUCK ULL-CIJ'. I, ANCHOR INSTALLATION iNSTRUQ10NS rCONTI r ~U~Ee ~'L~~N 1000 S,;.1 _ /- 1 X Z X 1/3 1000 S.rl'l ",A,I<B (T'l'P) \ ~ "'l.iBE' ~ULLlON ....A/o'li (n;:.) '\ ~r:: ,i~ -'s x :,2 SEer I~ ':' APP ING S....S ~ ij.S X 1/2 ShF 'r APP1N(i 5;1'1$ GENERAL (CONT): ~ , ! , IJJ II ~ :A l \<:; \ ;;J} \ "" r S'tALANl Bt-"''(E'Il "L- 'f,ilNDD\I ~L~NGES "-- us X l-;/~ ~~~pJN '7 APP ING SM$ ( , (C; \ ~ \ "f SEAL ANT 9ETVEOi \ "L.- "'1l*!lCY :'L..ANGES ~ 68 x ~_t~U1?e~ T A??1NG SMS SECTION A-A ( 1 i I X 2: 7/16 x: liS "lB( KULllON SECTION A-A (2) ~ 1 X 2: 7/16 X 3/8 l<;OO S I" \ -L 1':.1]:( ~LlUON ....AI'") CY?) I j I j 's X 1/" SE~r ~ I: G 's X 1/" SEeF TAP?I~G S~S "'APpn~G SMS JA,,\,C07T;P~~~ 1i --, I 11r- . n " = r Ct:lNCR'tTE 8R Y,ASONRY /, :31 DTHERS .6 - ? II DETAiL B 'L' , rINSiALLP,;ION ANC}1CR ~' ! 3/11)' UlA. TAPCGN i' ,: I S~R[IJ ANCr<DR (n? \ I! I! , J j- SILI_ CuP '7 1-1 .J I I I l/~' ~z~. "J ',EH.BEDMENT "'- PRECAST sr::! BY Dir<:::--r AUXlj JARY PLATt CFOR A::lD1TIOr.;Al Al'<Cr<ORS, '.,If.;E:'Il R[~Ur:RED) W 0 I z: CO f-.(f) ~ ~ ~ZW <t:<.o..-i (f)~Qo O::Nc'o . Of-O O~"*' 0:: Z < ' , (f) <.0 ..J l:tJ<t:S:2'-" w_Lnu. Zf-lJ..~ II'*\:. .,., Z f- f- ..J LU 66:815 o::lJ..u.o.. zWo..-I oOu.iz WO(f):5'!'u..za..1.JJ WZU)roZOO ~Q :r:::>z oWf=ZO:: f-o WU5-1~~::;) ll.z:S~>L500ca o <t: a.. :r: W (j) 0.. 0:: . f-w-If-O::o-lm'-"l (j) '" < - <t:..J W'-"O::3:10Zo:: 'UJ ro8::) 0<t::::J<~ W-If->-OOf-..JX I3:Ua::Nw()O::O , O::>"""IZ:::'<O:; r- 0::""'f-00::0c:; ~~t?g~U)t?DD i-- r::- ~~t x tie SELf _ ~?P[NG SMS <.'I II II f !:; \ 4fg: X l-1/2 SELF~ TAPPING SM$ -" :A f l stALA....T BE:T\iSE:N '<t'~DQV F'_ANGES .. KlA.L.IDN S>CTION A-A (7) ~-'\-~ : I ; ~ '-. t SeAl.ANT B(TI,I(:.E:~ x- Vlt.JDC'w' rL AKQE:1: a. ~l)LL10N ~9 x 1-1/2 SELr ':" APP;':.jG SMS \ "- r :i(ALAN' 3E,i"WEEN \ '-<- ":NllC'w' r'~ANGtS ~ rtULL.lCN '- UB x 1.-)/2 SELF" T ~PP~NG SMS SECTION A-A (4) r:6' x , X 3/S In)'"" ~~ lOCO Sf- --'\ II ' I -IA",j (TYP) I I I I , I [ =='1 I \lr'" '9 X lie S!:LF ,. ' .oL...-, APPING 5"5 ---1 'I. I f , \<.; . ~" I~~~~.' ~" . ~!~i ,~, I~;H >,1(')......; i~ ~t: _SECTION A-A (3\ _L:" x 4 )( 1:8 'FII TC3E MULLlON Ii ,I : !I 1COO S.cI.~ ,ii JAM) (hP, \ I II =YI [~ ,'~ 'S X "" SEe' II. 'J]I-./ TAPPI~G $MS ~ II~ I I ~ l A 'B SEer ToPP:NG "-< SMS (TY?) '- l'ilillU .E.l.f.YM!.Q!j VIEWED FROM EXTERIOR CAULK 3c'-w'EEN <;j Io'IN:JO'" rLANGE ~ PRECAH SILL 10' IVULKE~ 1,6 ADHESIVE CAULK CR APPRCVED EQL , P"ECAST SILL-.J BY OTC1ERS ,,; ,,( J~ r I I A \E-W: 'v/[iHG ~# IL Fi EVA710N VIEWED FROM EXTERIOR A --'"I C I \G \ ;;;) i'L ~ "t Si:ALA.~ i 3EiVE.tN "'L- ""INDO" rL.ANGES &: MUlL~CN ij8 X j -1/2 SELF i APP~~u SMS SECTION A-A (6) " '" \ "t SEAlANT lltTvEEN \.. 'i- 'JlNDal.,{ "" ~ANG(S &: KUlLlDN itS X \-1/2 S'ELF T APP !NG St-lS SECTION A A (5) B i dl F iff, :fil I dJ8 I A-- ."". ''I}.'' ,j, Aiil1y,\,"., . ~~ ">"""',..""'\:"~ /' ~'t.v,<,~~':it~tJ.,,~~~~,"\'I,# ]{-;. 1 ,,' '" , i 10 J ~~-;~",,,:;.-~-- \ l. ,~ \, ~1i2. ~2.J ;.:.~) ) , ",,: .~~~:~ .E1(: ~,\'~"::~~,~~~:; " !jt,'(.}f.,{~(,* ",'I(~""" ~ " ~~ sio ",,, ~~ ~~ , ~ EXTRUDERS INTERNATlO?oIAL, INC. 2540 JEWETT LA.."lE CERTIFICATE OF AUT"ORIZA~ON NO. 9235 SA.."\JFORD, FLORIDA TITLE INSTAI_LATIoN DETAIL ',1/ TAPPERS HoRZ SLIDING FLANGE WINDOW - SERIES 1000 DRAWN BY: BB I APPROYED BY ~A DATE: t2/19/03'SCALE: NTS IDWG.: FLEX0020 SHEET 1 OF 2 1000 S.H"\ JAM3 CiY?,) \ ~ o ] i ] A in '1I13 o MULLlCN J 3 ,'., IFLORIDA EXTRUDERs1~~l}'1J~'#'J:~~ I SA."lFORD FLORIDA 1lTI1E:SER 1000/1500 >LANGE SHEET 1 OF 2 : VERTICAL HULLION SECTIONS I SEE OTHER SIDE (SHEET 2 OF 2) FOR i DESIGN PReSSURE CAPACiTIES 'DRAWN EY. MSH I APPROVED BY, \JAB IDATE:12/1/03 ISCALENTS :DWG: IVMFLG DETAIL C 1 I 7"'0 iY "ODD ~ L- BUCK BY OTHERS 1 1/8" MIN. ---- t-:: EMEE DMENT I ! - ~s: h ~ 'i?l --1~ -"'I. \ -.......... ( LA "T lI('" q:N \:" So,(.A~-r K"'VEZN \ '--L.. ~:~BE21c'f\lRA~~- ' "---- ~1~~E;:rltNRAM( ~ Ita x l.-ve. "s~F' f+9 X ,-1/2 S(lF' I TAPPING SMS ""APPIJl+G SMS SEr~ N A (1) SECTION A-A (2) ~.IO A- - - lOCO SH'l ~1 X e 7/16 x us LOCO S.H..--' cl1)( 2: 7/16 X 3/8 JA/'1J (TyP) \ lOCO Sri 1 Tv3€: r-1L:lUON .)Ar.1'a C"YP> \ TuBE ~Ut..LIaN j -IAMl (rYP')~ \ 'I I , ~ ~B x d" SELF ~ J r .S x 1/2 SELf : - Kl./ T ~PP1NG SM$ T APprNG SMS I ,llf JL ill ~ rc: \ I -.-l~\ ~ <.Jl \":::- S(ALA;NT llE.H..f:EN '- V:NOCV ri<:AME " ~ULLl(l'" ---!fax i-va S(LF rAPP:NG S~S SFCTION A-A ( 3) I I Ir ---"rr ">"''- .' I -l 2 X 4 x 3/9""",,\ TUBE "<lULL ION \ HORIZONTAL SLIDER FRAME (FIN) $HEA-..,"NG __ i ~ nJO .BY \1000 CAULK BET"'EE'J BY :THERS ~ I ~t~ ^ BY QT"E:RS w'~N.90\J FIN &. ~ I ~B~ I SHEAT-1;NG III -~g J' I INS.ALLATIJ~ ANC~OR t~", I II \~~I ~B '.OOD SCRE'.! S~O'.N ---- ~-{ i _~V_ v\ STUCCO OR "'v \ SID:NG BY ___________ 'Ii 1/4' ~~X O-HERS II: ~ S~IM SPAcE ~ I r , PE'I~~~E~ IH~~ BY C'HERS !~ n J \ 1J'lL--. AS REQ D 'JOTES) I (SEE NOTES) ~ I I \ FiN TY'E I ~ J!~DO'" '<AME i HEADER I I, I I, I ii' I I 1/4' ~AX - "'INDO\.' '.IDTH --: r- S~rM SPACE CAULK BET"'EEN TIo'O BY '.OOD ~ i I r "'INDO''; n~ BY .oTHERS : I ~ SHEA~H!NG S~;M AS RFQ D I I ,I (SEE ~OTES) ~ '{it ! il/ \{ i ~, Ii \ i n~ il/ \ i I' IN. ii: ~ ~ ~<"'~C~1T,,) ~I, ! ! / I I / clAZlNG (TVP)) jPERlME.ER J I / (SEE NQ'ES) CAJLK! !. SHE~ 'HING BY O.HERS j BY C7HERS rrN TYPE Io'!NDO'" ST JCCO CR / FRAME ~A.~B SIDING EY L I,S' AL'_A .!ON ANCHOR JT"E~S ~S "'OOD SCRE'" SHQVN '" L~ DC''; HEIGt-iT '- ":NDi]',,' "IDTH --I : i :x '.J ~ ~~~ u'" --tI ~B;dl I t? I A ~ rfr= Ii f/ I I / ;i~ '';INDQV ~I /;/ I y// 1 EQUALLY ,'~ T I / ' , SPACE HdUH W. I II ' ANCHSRS LfL. ! 0 i rJ~) ~'(CHO~ A .-J i 5' MAX...J SPACING if (T'fP) (SEE BE,_CI,') 5' MAX (TYi')--ii_ ::~E\;ATiON 'I'['HoJ FROM E:rE~,OR HEAD SI: 3. ~A,Mll ,~,~CHCR S~ r :\ 0;'[ ........ -----se;AlANi 9ET\r'€:EN 38 )( 1-1/2 S(I.;:" . ~ ::rrNDCIJ r:"ANGES T API" LNG SMS " M.ULLION \ seALANT BEi'W'i:tN ~ ',JU>lDC'-' FRAME ~ wa X 1-1/Z" ;E~~'lJN r APP[N(j SI-lS SECTION A-A (7) iilli.IL.L. "\- ~ SEC,ION A-A (4) rl.X4X3/8 ~ TUllE I-1ULl..lON C ' in II I I 'I il il I r::,s X 1/2 SELF T A?PING SMS I~ d l I All A ,j>i~ ;1 X 4 X 1/S F1 TliE f1UlUDN I ! lOCO s.H.l I I JMj~ (T'(?,)~ : , I J r~ 's x II" SElr / "rAPPl"iG SMS 'I~ 1000 SH-; JAMB <TYP) \ .a SELF 1APP1NG../" "-< SMS ITYP.) '- l!.UMI.J ~ VIEWED FROM EXiERIOR ~,,~~ I'. . ....r' ~N~~ ~ I ~" . ,.' o. 0 '-:r-'z ' I'", "'. ' <i[I)..;(/) , 00 ~~ ~~ ' ~ ~ '.< i'" 0;t.. . ..'.'. .......! = r== I !; l~ 'J\ <'I. ~ I: II i II i I I Ii ~JtJ,/ Ul~D~~[rRAME I~ ~ :I~il SILL I, Ii I Ii I Ii li...~ 'I L~ARBLE SILL I ~~ STOOL BY I I ~"'HER$ P(R:METER I I~ CAJ'--I<:~'I BY OTHERS II ~ !/4' S~,M ~ r-- ~~PACE MAX I'JS'ALcATW'J e'JCHOR_ W' ~:lllil~ I #9 "'JOD SeRE'" SHCVN ~~, e,illl S...,!M AS REQ'D si;~~~g ~~ - ~. .. "'1t]'[" => i (SEE NO~ES) OTHERS ~ : ~ I I ~~ I ..; ~ CAU\;i~~~;:"Io'~~~ SHEA"H'NG _....I i ~ t; L "- ~ 8. SH(An-C:NG . ;.J Cl ~ ~ BY OTHERS - ~ aT'.o BY '.DOD ~:JI '" ~ BY OTHERS ~ ~ ~" ,~ ~ ~~ If \G\ ;;;/ \"""" S(AL,ANT 3(;T'..Ef:1-o '-- \lINDeie' "RAi'lE' " ~ULllaN Ie ;( 1-~/2 SELF iAPPIN(i SM$ SECTION A A (5) \~ StALANT BET"';:EN "----'-- ',,'INI:Q\o' F"RAME 10 f<llilll'JN tlQ X t-U2 SELF ': !\PP!NQ S~jS SEC1'ION A-A (6) ."OOD SCRE''; 2'" D C ~AX, - '0 70 PSF : i' SECTON B-B ,~AIL, 7' :],C I"'AX - 46 PSF TJ 70 PST [:=' ~~AIL, 10' L: C. '-'lAX - i~ 45 psr D,P IMPORTANT INFORMATION l!t GENERAL NOTES Trese notes ace provided to ensure proper installation of Florida Extruders Milestone products and must be followed fully. GENEAAL I!'tSTAlLATION INSTRUCTIONS 1) SHIM A.S REQ'D. ,~T EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX, ALLOWABLE SHIM STACK TO BE 1/4". APPLY A BEAD OF VULKEM 116 ADHESIVE CAULK OR APPROVEO EQUAL AT THE FASTENE~ lOCATION PRIOR TO INSERTING THE SHIM TO ADHERE THE SHIM TO THE SUBSTRATE AND/OR W:NDOW FRAME. FULL BEARING BETWEEN THE SHIM, SUBSTRATE AND WINDOW FRAME ARE REQUIRED. 2) USE SILlCON:lED ACRYLIC CAULK BEHINO WINDOW FIN AT rlEAD. SILL &. JAMBS. 3) USE SILlCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR Of WINDOW FRAME. ") WINDOW FRAME MATERIAL; ALUMINUM ALLOY 6063. --lOCO P \J /DESIGNE:~ r- lCM P '.tJDES:GNER I SILL (TlP) / S1lL (TY?.) n' r~8 x 3/4 SELF' I r"8 x 3/4 SELF ii/TAPPING SM$ / ':"AP?tNO SM$ ,~I~ : (;~~E:21,~I:'~N ,r<W.QI11 '" ill ;u~2:1A.~~N / 1'---- S(~..A.NT B(T"E~NL i r" L ~l~8E~tc~LANGES i '~ SEAL'NT 'E''IcENi 48 x 3 4 SELr ! JI 1~I.a x 3/4 SELF I,I!NDOV r...A....GES '-- TAPPING SMS '-1000 $,r<. ~APpr~(j $Jo'lS a. ~u...lIQN ~~~D S(~'YP) f-<EAD (iY?) ~1~~~~T ,t~~~gN SEC,[ON A-A ( 1) SECTION A-A (2) ~ ~l..:lLlON r 1000 P \'JDE-SIGNer( , SILL (TY?,) r~Q x );4 SE'...F' 11 / TAPPING SMS I x " 7/1. x lIB Ii'> III ov Ii r '~BE HULUGN ~I J I JI J I II SECT,O,"J A.-A ", ~~ -J, ^,Q'tt<"~' ", /l::~,:;~~,~,t~~,~. ::~ . '; 1L t '"l:!U\t~ ; . ~, j i(;, : It) ..---,~.-+~~ ~ ; [;;-u vu,. .. . ~'f1z.'2:~P.J \,f;~~..,,;;;~o;.f' "l! , "~te.'~fT;';"\. ":'.... , '~, ~ ,'. ,~-::.".., ~ [SEE SHEET 2 FOR CONTINUATION Of NOTES] FLORIDA EXTRUDERS J1~~~N~i~fiL'J:~i CER11F1CA1'E OF AUTHORIZA-nCN '0. 923S Sk\fFORD FLORIDA TITLE: INSTALLATION DETAIL WillS SCREwS OR NAILS HORZ SLIDING FIN WINDOW - SERiES 1000 DRAWN BY: BLl I APPROVED BY: RJA DATE: 12/10/031SCALE: N T S!DWG.: FLEX002B SC'E:ET I JF 2 REVj DESCRIPTIO~ iDATE 1 INI 3 iREY'SEO NOTE 1 TO 1'011/031 RJA iADD RfQUiREM~NT TO' . ! leSE AoeESM: CAUL<' i AT SHIM '..OCA ilON I C ,R€'!'SED '01E 5. i:2110~ R 'A iRfV1SED NOTE 5 ,AJ~D i .J ITiTLE TO RE~LECT NAJl 'I i IAl ~ERNATE .1 "7 J- . --J.., . <" I L' I \ ~-SHEATH!NG I 1\ l.NS"T,),t.lATICN ANCI-<C~ 1*8 \.,IDe:: I \ SeRE\( (rt\'>; ~ - EX ~~R:".jPL ~UlLJr:;N. ..--1....."- I~ST"IItLL.4~lCN CUP ~ULL!ON --- - II . I I I APPLIES TO hEAD &: Sh.L ',..,HERE ," X 4" 8< 2" X 4" TUBE MUlliONS ARE USED I APPLiES TO HEAD & SiLL 'N'f--i'ERE 1" x 2- I 8< l' X 2 7/' e" .J3E 'hJlcIONS ARE USED I DETAIL B I- I i I I . #9 X U2: SELf i APPINCi SMS r INST ALLA TICN ANCf.OC~ I Ita 'WOOD seRE\,( IrW / ;:~ :, r 'l ....Yl 1 va' I"lIN. /'I.--r-I- EMSt!lMEN" S_"''' -./ I : ><-1----, I '"ootI r~A)41t-.l:1 ;;J) AUXiLIARY PLATE <fOR ADDnmNAL ANC..CRS, "''''..EN ~:EQU.lRE.D) f8l -4 ~ "ULLloTT~ ~ EXTRUDERS~~Nm~w'L.~~ SANFORD, FLORIDA 'TI'l'LE: SER, 1000/1500 F I 'I SHEET 1 or 2 I VERTICAL MULLION SECTIONS SEE OTHER S I DE (SHEET 2 OF 2) FeR I DESIGN PR>SSURE CAP~CITIES iDRAWN B'{: HSH I APPROVED BY wAS iOA.TE:12/1/03 [SCALE:NTS ,owa, 1VMFIN ~ I i FLORIDA 1 J r 1000 P.'w',/tlESIGNE:R SILL (TY?,) /'#8 X 3/4 SELF T Al'PING SMS f2.X4X3/S ~" III \J II II l' U~( MULLIDN IJ I \11 ~w L11/4' :-11N EMB:(::U"tENT j r 1000 P ',f.JD€S:IGNER I S!LL (TtlY:);( 3/-4 SELF' I /'" TAPPING SMS 1 x " 7/'6 X 3/B I Clrllll "' Ii f TUiE HULUDN In JI stAI..ANT aET\(€;EN \ ~~ -IL-- ~I L J I t~~~ci~LANGE S(ALANT SETVEfN v:NDOV F-"lANGES · 'ueuc" I JI I II ' II \ I "-- <s ~ 3/4 SELC '-- lOCO Sj-o(. T APPlr-iG SMS HEAD <TYP) SECTIO'i A-A (4) L. DETAIL C r l~CO "',.t'/DESIGNER ! :iJCO P ',/ fD(S!(jNER II ALXll JARY pI ATt' I SIL~T,':)X 3/' SEe' I SL'~T::~ 3/4 SElr [(rJiAcorlctl~"!'EH.~"IOU'fOt:l."" j ~ / TAPPING $~S l / ~APP1NG SI>i'$ .; ~ " III II I x " x 1 a X I~ "' I 1 X " x 3/9 lLJ JI (]> _0 11 'f i~ !,EE: s:~~~~~N'tT"';fi i~J I TU3E "JL~IO' I"'c,,~ i -4 I ~ -~ tl: ',!,~,;}'"" L4] l j I I i $ 'I . I >EA"NT '<TV(Ej : .B x 3/" SEl' I "- 'B X 3/' SeLF I :l~C.~~!c:,-"NGn L 1:00 s,.. iAPPiNG $MS "-- LCOO Sr<. ~4?PING S~S \-1(A-D (TY?) l.i[AD (Tr?) i SEALANT 3P""t!:N ( SECTION A-A (2) r- :)CO ~ N'/!J€S!GNU-: \ ~l~~~~'D~LANGe:s SECTION A-A 1) I SIll -YP) I \ r 1000 P '" /;)(SIGN(R I~ lcce P' w' /DtstGNtR j / SILL (TY?) , Ski.... (TV?) n r~8 x 3/4 S'EU' · ~'U,~',,!J ~i~\"C' L / c.,.,.. - r'" . ,.0 \ IL / I -;-J X 2 7/16 X lie IL r 1 x 2- "lId, X 3/)L: WJI H'I! / TJBE HUlLlON \ If'" I~ "II I ,u.E HLLlICN :, I T')Be .'Jll!SN /l !.~ II \A=\ I)'.. 11 s~'cDOA," ,"TVE',_N 1rp:1tt . II ~~~ """0<<\ i IJ' I II .~ JI .1/ i ~'~UL~IO""NG' {J:L~ . . & "O,,'ON V.I~J 11 ~, ~tt8 x 3/4 sn;" 1*13 x 3/4 S(,J L '-- ;000 S.H. ,. APPING SM$ '-- ',:JCO S H. ~ APPI~G SM$ HEAD (':''(P.) '-'(AD (iYj)) ~1~~~~"rt~~~gN ~CTION A L..W S~CTION A-A (4) \ ~:P~I~~\;iLF' \' ""LUeN \_ lcee s.". SECTiON A-A r \000 e> 'vJ IDES1GNER S~ALA~T _BC'o"(E:N r P ".I1)(SlGN(R r-(AD (Typ) I SILL (iY?) ~'~~E~1U"MlANG(~\ I (TYP) \ I r ,liS x 3/4 S(Lr I r ije x 3,4 SEU" I r / TAPPI.";'GSMS ~L / 1APPINGSM$ W<:J'reA.9Iock.,?E II r I x " x lie II r 1 x 4 x 3/e ~~~",~(\~,w~l27 347',1 .. Jj''' Ii 'II 'ciE "ULLlON livff'" , I~ "il / TL'e HCLLlON rc c,.". '0. 525B3 \(."- FLORIDA EXTRUDERS ~xt~o~rno~g;f i)" 'I' i ~, I II 1:/.; INTERNATIONAL I~C ~-PI. I \ III I~n~ ' "~<J~~~\' 'v~'~--/ liTrrLE~~~IZ6e~~C~31:L~6~ S~~~i~N~ OF 2 II '- ~ < SEE OTrlER SIDE (SI1Ei:T 2 DF 2) FOR '''--100e S". ~t,~n?~'s~iC; "--"OC SH ~~P~I':G's~i" ':,91":,;' , ~~,. DESIGN PRESSiJ~E CAPA:IT!ES H(An (TYP) "EAD (TYO) t" ,<,," IDRAWN BY MSH 1 APPROVED BY' ';lAB SECTION A-A is) SCCTION A-A (6) \::;' " IDArE,12/l/03 :BCALE.NTS 'DWG' IHMFIN "- *e x 3/4 S(LC"" '- 1000 S H. ~ APP1NG s!o<S HE;AD (TYP,) SE"'"T '''YEEN SEC,ION A-A (.3) \ ~l~B~~l[~LANGES \ r 1000 P \'11 /DE:SIGNER S(~LANi BtT\J((N SILL CTYP) .....lNDO.... r1..ANGE:S - n' r ,"'9 x 3.14 SELF e. ~ULLlON \~~" ~h,:i ~,;,:, ~ J, I \ "- ~ ~p~l~d 's~icF "-- 1:::00 S H. ht:AD alP.) SEC"ION A A is) '.' I I ~~ i'H/ II i:& I' i 1000 S.H. HEAD (TYP.) "- **8 X 3/4 SElF' T APf'rNG SMS SECTION A-A (7) L- A I i I I I ~YPICAL VERTICAL TO eCRllO',TAL MUc_ON 10 MUlliON ! ~"""" ,! 1~ ~, " ,"-, I iNTERNAL CLIP I I J II, !: J~_ :X CR 2X '"'0lL ,TV?) il 2 X 4 X 3/S "\ I Tu3E ~ULLlQN I. I \( l:ce S.H; l I i JA"i (F?) \! =' 'p : ,e x 1/" SELo I ~ ""APPl:'>4G $~$ I l I "i!l II [! ~I ---,S 'iO ~ Sf;ALANT 3E.i\o(EE}~ t /' ''':INDO'w' rLANGES -J,/ " ~UlUCN #$ X 1-:/2 S€:l1 TAPPING SM$ SEC,JON A-A ( 1j \ ::JJ ~ 1t9 X )-1/2 SC_f" TAPPiNG SM$ S~~t~~: ~~~~~~ y !. "Ul UDN SECTION A-A (2) - n: x 2 7/15 )( J./6 !L"3E MULLION .CCC Sr \ ~A,'B (T<?)~ ,I~ ----rsi ni ________ 1t8 X :/2: S(LF" "APPING 5M$ ( ~ AP?UES TO HEAD &: SILL WHERE l' X 4' St 2" X 4-" Tuee: MULLIONS ARE USED r 1000 ?\..I.lDE:SIGNER SILL (1''l'P) r #9 x 3.1. SElf / Tp.P?lN(j SMS 1 X 4 X 3/8 f" III "Ii r 'UiE: MULLION Ie!.. l. I JlI II '1 I IYSHEAT'''ING ~...' /" ""C"',,, ~',i'l,e ,~~: T",O BY "'DaD t 'I' 'UCK BY O"HERSJll I I il Ij TT li ' ~ I ~ tL I'~:~ 5- !-.J I 'l~ll& i ~ ,.- EMBtDM(NTI ~ /1E.;',;e.O FROM EXTE:RtOR Wayne A. Block, P.E, 548 B Kwy 27 Clermont, FL 3471 1 FL License No. 52583 , .~:~.' ~- [X-=-f;RNAL 1'lUlLlCN ~ ;N$T AlLA T"lCN ell? ?;~ ~,_ ~ULLlCN I ' '- ~'S X 3/4 SEeF T APPINCi SM3 1000 S.J.<. HEAD C;YP.) SECTION A-A (6) n' ~ 1 ;( 2 7/16 X 3/g 1':00 $,H,......, ~ "'vllE: ~UlLl0'" JA~B (T1'?) \ Inl ,f} ~ 'S x 1/2 SEL" '<-APPt"iG SMS ii' f II ;;>] '!? b~ \ S~AlANi IlE11,(E(N ~./ vll<iDOV PLANGES -.-V !. f.\IJlLlON '- '*8 X l-l/~ SELF" A-A (.3\TAPP:'G SMS SECTION B-6 11 n ,.- ;NSTAllA~lCN AI'tC~or ,IU ! 3/1S' 01A. TA,:>CCN S~RE'" AN~}o<r.:R ("'l'P) r SILL. CLlP ~.l. -1 1 T Il/4' ~m, Q E./oiBHi'1ENT "'-P~CCAST Sl~ BY OTH;:;1 ! ,~cXILlARY ~ , ,F";:-R All.Drn:NAl ANCi<CRS, ""HEN RE:';I..-J~rD' SS~~;~~ }r;~6~~ IH3 x 1-1/2 S(L;' II. ,'1ULllON TAPPINQ SI-IS SECTION A-A (7) I I ~$'! '/ )..~ \ \ ~,iTIl A I' A t + B '"""I , ~ II - ' \S s~~~~~:' ~t~~6~~ -V ~ ~Ul ,_leN \ ;51 ~ ll$ X 1-1/2 S(LF T APP!NG SM-S 1 4 l I I (7) I ! -j QOlL.8 ;l..poUfS ~c HW ~ SIll. "'HERE 1" ;( Z' &: ,. x 2: 7/'6" rL:8E ~ULUCN$ AAE l/~ED ~. I I ~__8 I HUll !O" I 2) SECTION @ ! &, SECTION A-A (4.) i [I ] !; ~U~t \~Ltl~N : I ] V ~ ~~E \~L~~N :coo s,..-,:I 1000 SH.l II ,I ~. "'j~ jlE::~9 X II" s::i (TY?)~I: ,i~~a "1/2 SELF luJ ;:~ p~~ 'A?PING SI<S ,APP,NG SMS I~",,~ I jl ~ 'III !",N;l;,.., I i~~...; <:> \<:; [ ~, Sf.Al~~~L Br<L:~t:GDlE: I/" .., ,~"u.. ....... J. ---Y / I; ; i i #8 X t-1I2 SELf .. ~UlLlDN #6 x: 1-:/2 Sf:LF' &1,() 5 j '1' AP?I~G SMS T APP'!NG Sl-lS Ii ~ iJ ,"7' SECTION A-A (5) SECTION A-A (6: - II ~ SELF 1 APf>:NG -./ a __J SM$CT'(?) ~ 'v"(WED FROM EXTE"lOR ,'~ir::~, :j... ,. __ '.. ,<' 1l\' , "',,",.,. ,'\:. :.""'" ',. -~, ""i?'''''. '~ ..:': O~f.t..,c~," .,~ .. ; ~" 'f'("''f . ,:JJ ~.,,\'1t IFLORIDA !TITLE'SER ~JOO/:500 FLANGE I vER~I2AL MULLION INTO I EXTR U D E RS 1~~~~N1~fL'rl~~ SA."lFORD FLORIDA SHEET 1 OF 2 HORIZGNTAL s~1~;g\: ~~;~af; --1/ ;. !"'-IlL.l~N ""~? '~..~~"O" ,,"'" ~, ....000 S:CA(V I "--(:;:z, CL lP I I I I --1 :- ~H~'l;,~};!r ~ 'l'EwEe rROM EXTERIOR ~,,' ~ ' ,,:,'.,:.,; ..' FLORIDA EXTRUDERSI~W6N~W'LL~~ SA."IFORD FLORID..i: 'TITLE'SER, 1000/1500 FLA%E SHEET; OF 2 HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (S~EE" 2 C> 2) FOR DESIGN PRESSuRE CAPACITIES DRAWN BY' MSH[APPROVED BY, 'dAB DATE,) 2/1 103 I SCALE' NTS iDwa., 1 HMFLG ~~-I tn~~ Q).! 0 Q)(.)U5 ~ ~ ~ I (/) ~ tn~n. ~ fa ~ ns.- f= ..(/)0:: Oc>>w e"C() ~~ p)'~G) ~(t) ~ ~ ('\J . LD ('\J -rl (f) Z o (f) > w a:: w ~ <: z z <: .....J Q.. SHEET NO. iQ = Id!J ~<(CO U) W o c.:J Z o -I ::l en -I <: 0:: f- ~ - ~ /' (f) o -1('1') COo wi'- c.:JC'J ZI0 <t:-I o::u.. o ~- (f)n. ;g~ (9 I- en <t: Q.J (.) Z - en o 10 C'J o Z CO 0 0;> ~ ;-- N OU)'- <:to::O:: wO ~WI (/) u..Zf- g('l')01.Oi3~ '"" NZ C)~""W6 'a.Q"N ~10..t;:iW >::-I~"",f- o l.L.03:s <..., . " U '" 'CO;--r--'"-' U)~oU~cri "" g.<;t~Ec . 1.0 a.:r:f-WO O'J<t:o..U)()Z SEE [jT~E~ SIDE (SHEET 2 CF 2) FCR DESIG~ PRESSURE CAPACITIES lDRAWN BY. :~SH I APPROVED BY, .AS l!'ATE>! 2/1/03 I SCALE, NTS !two., l vMHMFLG 1 t/4' ~lN, EH3ED~ENT .6 , r-~ I I _ ------ ~ II I \ \., "S-A~_A'IwN ANCHCR 3/10' DrA 'I \ T <\PCCN SCR(" ANCHQR (rw) 2 X 4 x 3/8 \n I ---- f:.XT[R~AL I-'ULL10", TUB!! IolULUCN \ I : INSTAL_AT~CN CUP I TYPICAL MUc~ CN TO CONCRETE ~ HEAD IIHULLlON /: 0 (APPL,ES TO HEAO &: S LL NH[RE 1" X 4 . iV- 8<2'X4'TJ3EMiJ_~IO~SAREvSEil) 1000 S.H" - JAM! eiYP) I1$~l~ksM~6l.~:B'~HCE~C~f;I~ ~..JAMe JT~ JE""A.'L B .. 2" X 4' TUBE MULLIONS oRE USED) <:::} !1' ! ~$Ng~~~~s OR MASONRY ~ 1 \' ;~SI~l_AT!CN ANCHeR 3/1&' DIA. 'I TAP:ON SCRf.:\f ANCHO~ CrYe>) \ !~IEXTERN" 'ueLlO" lONE :a'f' l,VlJOD~ I INSTALLATICN cUP I 'UCK BY OTHERS <:::} I I ) \ Il - 'ULUON iJ) Z o i= ::J ..J o en z ~ ti) bI.I o < c ii2 o ri .,,: f- E o (/'f z o - Ul - > C <( o - ~ CJ ..J LL ..J <t ~ I- Z W Z tJ 0 CJ \D CJ) -1 - <( I- lJ.J o S-14 lAST PLOT DATE October 11, 2004 W () 8:~ Ou.. ('I')<:t ('1')0 10('1') C'JN 00 COCO COCO r-:.~ 00 <:t<:t <:t o o C'J ..., "" ..... 0,) .a B u o W f- < o o o \D W I- :J ill o ~ .... t' a .... t' > I N ..J (J'\ Ln OJ 0 I \D m W M \D ~ ('I'] t" o I I ..J M UJ LL .... I- ~ co UJ 0. I WI.... ~ ~ .1- o ~ ~ v;~S2 0 Wl-C/)W::J oz(/):::!<l: O-I> ~2i:=3:(/) <l:(',UJCl::~ "'''":;;:00 za:ooo 3i:OUJUJ0 <l:u.oJC~t; Cl:: r-UJ~ O:::JCl::(/):i (/);;:UJOCl:: I(/)t:Z::J r-_<l:<l:U w o ~ o ~tEz <f-Q ze5~ -(f)> ozo [j0<t: :::.Uo OZ~ OWo o::f--I n.C::u.. wO::-I o::~< WWO:: DJI~ f-f-w Of-() Z:::, n' >-~oc <f-O ~>() z:;> ~E5~ o..ZO (j)Z:r: -<U) 2=~::;) I- o z l- I (9 ex::: >- 0... o () 0.. 0:: o () w ~ o I (j) :::. 10 o o N @ WINDOW INSTALLATION INSTRUCTIONS (MILESTONE) CAULK BETwEEN INSTALLATION ANCHOR 7 INSTALLATION ANCHOR wOOD BUCK 8. 3/16' DIA, TAPPER #8 \,o/OOD SCREw (TYP, \JHERE MAS'Y, OPENING (NOTE 17) TAPPERS ARE NOT BY OTHERS \ CONCRETE OR } 0\-,[ BY wOOD REOID, - NOTE 22) MASONRY OPENING BUCK BY OTHERS CAULK BET\,,'EEN BY OTHERSI r (NOE 11 8. 12) DOOR FLANGE SHIM AS / /,'\ 8, wOOD BUCK -----: REQ'D / & PERIHETER ~~~is~ J I t CAULK BY \ v ) I 'J I 1 1/4' rViIN, OTHERS '\ \ ---= ~/ _ ~~_ E"BEgMENT STUCCO BY OTHERS ~ liI"~1 n INSTALLATION ANCHOR #8 SCRE\.! '''';OoD (TYP, wHERE TAPPERS ARE NOT REQ/D, - NOTE 22) SECTION A-A V' & CAULKING AT FASTENER HOLES REQUIRED ~::D::E G2~ASS \\ DOOR FRAME SILL r ~ I i '---' I '---' , I 'Iii 11 & 1/4' MAX. SHIM SPACE] J lL ~ t q b " .6 ,j ,:. It INSTALLATION ANCHOR #8 \oIDOn SCREw W'/PLASTIC ANCHOR (TYP, IJHERE ,Q TAPPERS ARE NOT REQ'D m SEE NOTE 22> LIBERAll Y APPL Y CAULKING UNDER SILL OR SET SILL IN BED OF CONCRETE (SEE t'-lDTE 2), SHH4 AS REQUIRED (SEE NOTE 1), SLIDING GLASS '- DOOR FRAHE HEAD '" v. '- TEMPERED GLASS CT'{P) ~ CAULKING & REQUIRED (SEE N01 E 7 nr#- I ,I I> I iii i ! !f 1/2'.6 b -t b t '> , EMBEDMENTJ 1-1/4' MIN. .6 C> INSTALLATION ANCHOR 3/1e DIA TAPPER (NOTE 17) CONCRETE OR MASONRY OPEi'>iING BY OTHERS ---- DOOR ItlIDTH -...... F1I4' MAX, SHIM SPACE ___1-1/8 1'111'1, EMBEDMENT SLIDING GLASS DOOR FRAiv1E \ I \' JAMB 1\ J T\,o/O BY wOOD INSTALLATION ANCHOR /I~ ~~OiZH~;S #8 \.IOOD SCRZ~YOT~Y:i; ~ CAULK BETI,./EEN r J ;r- \., (ANCHORS SHD\.;N IN SANE HOOK STRIP ~ r ~H~~ ~~CE n ~ [ ~~N~~~~ ~~~~~~y H~~~~ \ 'tlOOD BUCi< / SPACED 2' APART ON V-- SHIM AS REQ'D, OPPOSITE FLANGES) III;Y::', (SEE NOTES) DOOR\,,,, 1. 1// I <TYP) ~' SLIDING GLASS HOOK STRIP /~ INSTALLATlON ANCHOR \ II / \ \~:--- #8 \.IOOD SCREw , I /~ ~ .:;: 3/4' MAX \ I (NOTE 21) r--J <iT ":,,,- '-',,""---. - '~ CAULK BETwEEN TO'iPERE~D [ / I DOOR FLANGE GLASS CTYP,) in \ &. SHEATHING ~D SHEATHING ~ BY OTHERS \ ~\,,~ ~ SLIDING GLASS DOOR ~ SHEATHING -~ INTERLOCK BY OTHERS HOOK STRIP DET AIL -1--1/4' MAX SHIM SPACE I ' 1 1/4' MIN, ------rEMBEDMENT I . 6. lONE BY wOOD , ~~ BUCK BY OTHERS I 1/ (NOTE 11 8., 12/\ ~~ .. LB SLIDING GLASS "1\ ,. DOOR FRAME \ JAMB <Q L----- It/ODD BUCK 2x r 1/4' MAX, ,I ~ MAS'Y, OPENING ~I PA ';, ~ BY OTHERS 0HIM S CE.=fW SHIM AS REQ'D, ~ U! r-1-i~: (SEE i'lOTES) ? ? I ~ ~ ,a Jr7~h~ INSTAllATION A~.jCHOR ]1 3/16' DIA. TAPPER C!',OTE _TEMPERED GLASS 'I ~~-CAULK BET\JEEN <TYP.> ~., DOOR FlAi'~GE ~. 8< wOOD BUCK PERIMETER ______fII""~ ~ CAULK BY \ CONCRETE DR OTHERS }. ~ \- MASONRY OPENH~G ...........- SG.D. wIDTH _ BY OTHERS STUCCO BY OTHERS DOOR HEIGHT I I I SHEATHING - BY OTHERS SHIM AS REJQID (SEE NOTES) CAULK BETwEEN DOOR FLANGE 8. SHEATHING r- TwO BY wOOD f ~N J STUCCO OR SIDING PERIMETER CAULK BY OTHERS 1 ~I!I \> i~ & CAULKING AT FASTENER HOLES REQUIRED (SEE NOTE 2), , ~ 111 I~ J If \ SLIDING GLASS DOOR FRAME SILL & I I 1L\ I 1/4' MAX] SHI!-1 SPACE t 4 (;> ,:. q .6 .6 b. I;; INSTALLATION ANCHOR li8 \.IOOD SCR,EV \/IPlASTIC ANCHOR (TYP, \oIHERE I TAPPERS ARE NOT REQ'D, ~ SEE NOTE 20) -- LI~ERALl Y APPLY CAULKING ~ UNDER SILL OR SET SILL IN BED OF CONCRETE (SEE NOTE 2> SHIM AS REQUIRED (SEE NOTE 1>: INSTALLATION ANCHOR #8 wOOD SCRE\,./ (NOTE 21) "',-- TeMPERED GLASS CTYP.> '" CAUL:<ING & REQUIRED - (SEE NOTE 2), r-~ nlft ~ DOOR HEIGHT 1I21~ , EMBEDMENT I 1-1/4# MH~, .6 t> T![= ~ r~~q 1-118' MIN,- Ld EMBEDMENT ~1 l SLIDING GLAS' - DOOR FRAME I HE.~D Co \> ~ INSTALLATION ANCHOR 3/16' DIA TAPPER (NOTE 15) CONCRETE OR -- MASONRY OPENING BY OTHERS SECTID~j A-A t MASONRY INSTALLATION & 2X4, 2X6, OR 2X8 '''';OOD ~~ BY OTHERS (NOTE 6) CONCRETE OR l~ ~ MASONRY CPENING /1 ~'<( BY OTHERS / \ / Ll lCAULK BET'>ii:EN \. HOOK STRIP g,. LI ~D BUCK 1 1/8' HI~~"- t EMBEDMENT "-, (TYP,) <J \,~ <JLJ LI. . ~&) I \,Z'" '",- ,';> I! . '-"''- '~" ~ 3/4' r~AX, I ! ",-,,,<<:"'" / -r L STUCCO BY OTHERS CAULK BET'w'EEN INSTALLATION ANCHOR #8 wOOD SCREw CTYP.> (,"JOTE 23) (ANCHORS SHO~N IN SAME PLANE FOR CLARITY ONLY. HOOk STRIP ANCHOR HOLES SPACED 2' APART ON OPPOSITE FLANGES> ,\L r'I l SECTION B-B I I SLIDING GLASS DOOR -'\" .1' HOOK STRIP "- \. "', V n g~;~Ri:D G:ASCl ~ _~ ~L-JI SLIDING GLASS ~ INTERLOCK HOOK STRIP DETAIL IMPORTANT INFORMATION & GENERAL NOTES DOOR 17> These notes are provided to ensure proper installation of Florida Extruders Milestone products and must be followed fully. GENERAlINST.AlLATION INSTRUCTIONS Al I 1 [ i& I rh BIB i 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH lOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4", LOAD BEARING SHIM AT SILL MUST BE PRESSURE TREATED WOOD OR PLASTIC AND MUST BE COMPLETELY ENCAPSULATED IN CAULKING OR SET INTO WIT CONCRETE. 2) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD & JAMBS. LIBERALLY APPLY SILlCONIZED ACRYLIC CAULKING UNDER SILL OR SET SILL IN BED OF WET CONCRETE, CAULK BETV>lEEN BACK CORNER OF SILL RISER AND CONCRETE, CAULK ALL FASTENER HOLES PRIOR TO INSTALLING FASTENER AND AROUND HEAD AFTER INSTALLATION. 3) USE SIUCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR AND BETWEEN HOOK STRIP & BUCK FOR POCKET DOORS. 4) JAMB AND SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER, 5) DOOR FRAt1E MATERIAL: ALUt-1INUM ALLOY 6063. 6)"!W0 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 FBCI SECTION 1707.4.4.2 AND THE ENGINEER OF RECORD'S DETAJLS. 7) FLORlDA EXTRUDERS 1000 SERIES SUDING GLASS DOOR IS SHOWN, THIS PRINT ALSO APPLIES TO THE FLORlDA EXTRUDERS 500 AND 2000 SERIES SLIDING GlASS DOORS. 8) WHERE "X" REPRESENTS MOVING PANEL AND "0" REPRESENTS FIXED PANEL, APPROVED CONFIGURATIONS ARE AS LISTED ON THE ANCHOR INSTALLATION CHART. ;# ;# & I A~ EXTERIOR ELEVATION 2 PANEL DOOR SHO~N (SEE NOTES 8) 9 8. 10) & N ."., 'oJ r-. o.:~ O' V'o ::>2 ~bJ ~GJ ,0 -,:J ~it (J:l ?i?~ ~~..;;-~};\.\ :':'., + ~ .,.,:?'" ,"' JA A}J&fJ>.;', ,.'" :4~'6-'t >S', '~;,:;~;;'-.::r< ,; ~ -; ~ ':-~/~l:i~}~;.~/. ~'~ ~ -, ~,' \,. :: lt~':\.,; . ,'''<,f\1'f;,~ ", " ';;(' "'''"", r.. .{fI..,;,Q- '7~t ~ t, i. },t~'~-ii \ r't n!:~' ~ "'--- l'I' ""d~" . WddM/"--t.~r. ~.:; ".$;['". · ",.ttZ j. ." ";OJ 1: '~. ~.t~~ ~ 'J: / 't,. '~, : iIl'~. 1- .~ ,,,," t.~ "" ", i< ~ 6,0' ~ ,.;iJ I ~"~~'~~"1',....,~.~~.~", , >i~f~1$ t.';~./ "':""'" ,'!.:(~,,~;:> [SEE SHEET 2 FOR CONTINUATION Of NOTES] REv DESCRIPTIO~ IDATE INI FLORIDf\ EXTRUDERS I~~~~Nt~~oiAL'Ll~~ B ~ri;~~ 1~T~~, lii' 2~'~' 12/18/o3IR JA CERTIFICATE OF AUTHORIZATION NO 9235 SANFORD FLORIDA ~~ts~g ~~~iE;ND/OR 'TITLE: SUDIi\)G GLASS DOOR 500, 1000 & 2000 REFERENCES AND/OR . NASONRY INSTALLATION wITH ~ION-STRUCTURAL IllUSTRATIONS. RENUMBERED I BUCK Ai'JD TAPPERS NOTES 6 TO 10 AND REVISED REFERENCES TO DRAWN BY' BB APPROVED BY: RJA THESE NOTI:S REVISED . ;~:~tt ~~~R~xX DATE: 12/18/03 [SCALE: NTS DWG #: FLEX0021 SHEET 1 OF 2 FRAME INSTALLATION H/O BY wOOD BY OTHERS (NOTE 6) ! ~i= ~tT~ L TEMPERED GLASS (T YP) PERIMETER CAULK BY OTHERS J' STUCCO OR SIDING BY OTHERS IMPORTANT INFORMATION &. GENERAL NOTES These notes are provided to ensure proper installation of Florida Extruders Milestone products and must be followed fully. SECTION B- B Ai I GENERAL INSTALLATION INSTRUCTIONS ;# ;# ~ 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARJNG 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. l 2) USE SIUCONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD & JAMBS. UBERALL Y APPLY SILICONIZED B ACRYLIC CAULKING UNDER SILL OR SET SILL IN BED OF WET CONCRETE. CAULK BETWEEN BACK CORNER OF SILL RlSER AND CONCRETE, CAULK ALL FASTENER HOLES PRlOR TO INSTALLING FASTENER AND AROUND HEAD AFTER & INSTALLATION. 3) USE SILlCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR AND BETWEEN HOOK STRIP & BUCK FOR POCKET DOORS. 4) JAM8 AND SILL CORNERS ARE TO BE SEALED WITH A SMAll JOINT SEAM SEALER. S) DOOR FRAME t-1ATERIAL: ALUMINUM ALLOY 6063. b.. 6) TWO BY WOOD BUCK AND/OR FRAMING AT THE HEAD, JAMB AND HOOKSTRIP TO BE SECURELY FASTENED TO LID TRANSFER THE LOAD TO THE WOOD OR APPROVED FRAMING MEMBERS PER FBC, SECTION 1707.4.4.3 AND THE ENGINEER OF RECORD'S DETAILS. f B I A-J & EXTERIOR ELEVATION 2 PANEL DOOR SHOwN (SEE NOTES 81 9 8x 10) ~~ N . li'l Wr-.. '0) Cl..... 6. ((10 =,Z f5~ ~i'5 ,0 "?::J [Sit ~:S ~"- .<<k~";:;~~\";"'''' {,i-.,. ~)- ,:~",. ,1. ^.,';-'* ~#"'''' 'is, ~\ 1 :: ..~:'~~ ~' ~;;i)' ~ ~ t 4t" \. ~~ f().~i \ \, J ~(~.. ~~;'u~'~/- t.. f ..,. ~{ , ~212~~ {oJ y~ ~)~1.f: f~, ~~ ~~9 t?l"~ - -fr~':~' ,i<-;{'p / '." Y(J' .,".~ ,iff , ~~~ i,f.-~lt~;: ~ Ii' ~ " ~ ",,,~; -" . ~ ~" ~. l,;j,ff!fI!dM'~,_' /~~,_,.. ~ ~\_, ,7.(iif.~~$_" .^" ;",.... '(Vi."',.>..~.. ,...~...(,.,y [SEE SHEET 2 FOR CONTINUATION OF NOTES] FLORIDA EX' TRUDERS INTERNATIONAL, INC. . 2540 JEWETT LANE SANFORD. FLORIDA TITLE: SLIDlf\lG GLASS DOOR 500! 1000 ~ 2000 F R A H ;:: INS T A l_ L A T ION \J I T H t.f 8 S eRE \/./ S REV. DESCRIPTION DATE INI B REY1SEP NOTES " 2. 3, 6, ".112/18/0'" R IA 20, 25 & 3D AND ADDEO I ~....J AND/OR REVISED RELA rED I ~EFER€NCES AND/OR , ILLlJSTRAi10NS- ADOED NQTE I 20 AND RtLATtO ILlUS1RAlIONS, RENUMBERED '-lOTES 6 TO '0 '" 2' '0 29 AND REVISW REFE.'1ENCES ,:;> 1fiESE NOTES. REVISO TAP?ERS fOR 90XX 3-PANEl DOORS CERTlF'CATE OF ,~U;HORIZATlON NO. 9235 DRAWN BY: BB !DATE: 12/18/03 ISCALE: I I APPROVED BY: RJ!~ NTS IDWG #: FUX0027 SHl 1 OF 2 .- ---.-------.-------....,..-. --'- w () I- o Z w o ;::5 o o LL W cr: <( :::> o (/) W ~~~ *il' . 6 ~ is U) 1:: ~ U)o:: c:::=:J 0 ~ W LL LLI- ~.~ 0 gWZ ~ IV\ <( 0 ~ Z ~ (.) U) ........... LJ...J ~;r;o;:) ~ ~ (/) >< ~ 0:: 0 .... 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U) 0 0:: ('II U) .", . of=O Ot"'i'lt Z ffiz5U w~~Li 0 W<(-<.::l I:C'*!: j::: Z!n~7 I-I-.....uJ :J (3 0: f:rl B 0:: LL I.L a. ..J ZW~~ 00.. 0 l.lJo(/)sU)~z~ffi en wZU)COZOO .0 :C;:)zwQWf=ZC:: Z I- 0 <t: U) ~ 0:: ::.::;) ", ~Z-1~-<(O>l.'Q - O<(~IGiiJ5~~ . ffl ~t5~t::O::o~CQ~ C Woo::~C'00ZCJ::",:LIJ _ COw;:) <(;:).....CC""" W....JI-~~Ol-.....:r: 0 r3Ua.. wUQ:(.) f2 r-O~~~Z6n~i 0 OZI-o:;gl-DD ..J I-~U)U::>U)U) LL. (J') o CY) C"l Z o 9 ...: ~ ~ I- b(/)t:::! E '<to::O:: o >(WO V) <(wI ~CY)u..:~5 "'" 650 L!)L? <( : C'JZLL (!) &,~""'WO .a CCY)'(J:;;!w .9 CO....J"'......I- u O'-LL"",O::<(M 0 ~;:)U . ror--.r--c.o (/)..:,COU':!::M Q. '<t ;:) I- Q) W MO 0::0::.1- l.!)Q.II-WO <( Q)<(o...U)UZ 0 '<t o o C'J . o o z ~ o w - f- U1:iO > U1 ~ t' o . w- t' o I N <t ~ lJ' Ul OaJ01 _ ~ ID ~WMIJJ O~Mt' ...J 0 I I ..J (Y] lL. U1 l&. r- ...J f- ~ OJ <tU1a, I ~ W r- ~ ~ ~ Z . I- W Z [J 0 o ~ o z ~ l:I I,/) ,,' Vix~ 0 Wf-I,/)W:J OZI,/)::::!<t oo-x> z::!'t:s:1,/) <<NWIX~ """"'.;tOo ~1X000 s:OwwU <<u-x....Jf- 1X0f-[5z O:JIXI,/):J! ~;;~OIX ~~<<~6 C'\J(j) LOZ o ~(j) > w 0:: W 2: 0 0:: () >-LLZ ZI-O - <(Z- I- ZW~ CJ) -U)> OZ- 0 WOO -1 UU<( Z ;:)20 - Ow~ <( 01-0 I- O::I-~ I-- ~-l.L. :r: Wo::~ 0::3:<( lLJ 0 wwO:: mIl- a 1-1-2 - Ol-w W 0:: 2;:)U ~ >-00..: >- <tIO:: <: ~t::0 Z 0.... z3:U :so::w Z 0 w~ <: ~zo ......J () U)ZI a.. -<tU) ~~;:) SHEET NO. ~ 0:: 0 U W ~ 5-15 0 I U) ;:) CY) 0 0 LAST PLOT DATE C"l October 11, 2004 @ SGD INSTALLATION INSTRUCTIONS (MILESTONE) "D~J~ BlIILOL"G COPE CO:\fPU:\NCE OUlCE tBCCO) PRODUCT CONTROL DIVISION ;\lL\:'H-DADE Colftony, FLORlDA METRO-DADE FLAGLER B1.;1LDlNG 140 WEST FLAGLt;RSTREEf, StTfE 1603 MlAv,r, FLORIDA 33130-1563 (305) 37;-2901 FAX (305) 375-290& . NO n~E OF ACCEPTANCE (NOA) CertainTeed CQrporation 1400 t'mou Meeting Road BIlle BeO, P A 19422 SCOPE: This NOA is bemg lssued under the applicable rules and regulations goYt"1ning the use of construction matenals. 11}<,) doeumentatwn submitted has been reviewed by Miami-Dade County Proouct ContlOI Di\ision and accepted' by the Board of Rules and Appeals (BORA) to be used in MiamI Dade County and other areas where allowed by the Authority Having Jurisdiction (AID). This )10A shall not be valid aHer the expiration date stated below. The Miami.Dade County Product Control Drvi.sion (In Miarm Dade County) and/or the AiD (in areas. other than :r,..flami Dade County) reserve the right to have this product or material tested for quality assurance purposes. if this pfodu~t or material falls to perfoml in the accepted manner, the manufacturer \Hll incur the expense of such testing: and the AID may immediately revoke, modify, or suspend the use of such product or matena1 \'1ithin their jurisdiction_ BORA reserves ti,e right to revoke this acceptance, if 1t is determmed by Miami-Dade County Product Control Division that thIS product or matena1 falls to meet the requirements of the appllcable bUIlding code. This product IS approved as described herein, and has been designed to comply ",ith the High VelOCIty Hurricane Zone oft:he F1enda BUIlding Cooe. DESCRIPTION: bndmark 30 (and-AU) (an.d W'jdeTrack QB), Landmark 40 (and-AR) (and WideTraek QB) and Landmark 50 (and-AR) (and WideTra{k QB) LABELL-";G: Each unit shan bear a ~rmanent label Wlth the manufacturer's name or logo. Clty, state and follt,'wing statemo;t' "Miami-Dade County Product Control Appro... ed", ,lIlIess otherwise noted herem RF21lEWAL ofthlS NOA shalllx considered after a rene'i\al appLcation has been filed and thc~ has been no change 111 the aQPll~~b]~.bullshD1L0:--.de l1f&ll..!:i'y~:ly_~Jf~ctip.g the per:0mtanCe of thIS product. ___.__'___~, TER'\lL.'iAl10N ofthlS NOA wlll occur alk:r the ex.piration dace or lftllere has been a levislon orchange 111 ,he materials, use, and/or manufacture of the product or pro<:ess. Mlsu,e of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatJ<:ally temtinate this NOA. Fal1me to comply \\ lth any section of thIS NOA shall be cause for t.;-rminati.on and rcm\1val of NO A. . ADVERIISE~lENT: The NOA number preceded by the words Miami.Dade County, Florida, and followed by the explration date may be d.isplayed in advertising l1t~aature. If any portJon of1hc NOA is dlsplayed, then It shall be done in its entirety. INSl'ECIlON": A copy of this entire NOA shall be proV1ded to the user by the mamlfactun:r or its distnbutors and shall be a... allable for in:"pectlOn at the job S1te at the request of the Budding Offi':lal. TIns NOA conSiSts of pages I through 4. The submitted documentation was re...ic\ved by Frank Zuloaga, RRC ~OA Nu.: 02-H19.03 Expiratiou Date: 02128/01 App(Q,al Date: 03J27:03 Pag.e 1 of 4 6. LABELl.NG 6.1 Slungles shall be labeled with the Miami-Dade logo Of the \\ordmg "Miami-Dade C~unty ProductCont.rol Appro,ed". , 7. BUIJ.DING PERMIT REQUIREMENTS 7,1 ApplicatJon fOf bU1ldi.ng penmt shalllx accompanied by copies of the following: 7.1.1 Th1S Nollee of Acceptance. 7.1.2 fillY other documents required by the B~llldmg Official or the applicable code in order to pro~'Tly evaluate the insta.UatiQn of thiS sy~tem. DETAIL A CERTAINTEED LANDMARK 30, 40,50 All d'mensions shown a,e in inches -55181 161f4-~ 211/2 -55/$-1 ~- ~-..l... \" Full S~ingle ! I Starter -.-L~ EaVBS l\OA No.: 02-1219.03 Elpiration Date: 02/28/01 ApprQul Date: 03/27,03 Page 3 of 4 ROOFH\G ASSEMBLY Al'PROVAL Categ()r~ : Sub-C~t~'~orv: Materials Deck -r'pe: Roofmg 07310 Aocphalt Shmg:es DlmeuslOnal Wood 1. SCOPE This re)"1ses Cntaln feed Landmark 30 aQd AR (and Wide frack QB). CertainTeed J~andmark 40 and AR (and WideTrack QB), CertainTeed Landmark 50 and AR (and \\'ideTrack QB) Shingles as manufactured by CertaiuTeed Corporation descnbed in Sect10n 2 of thIs Notice of Acceptance. 2. PRODl.JCl'DESCRIPllON Prodntl Dimensions fej! Specificatiou~ Product Descl iPtlon Celtamteoo Landmark 30 and 13\/." x 38 %" AR(and Widefrilck QB) Certain teed Landmark 40 and 13Y." x 3831.' AR (and Wl~eTrack QB) Certamteed Landmmk 50 and UY-" x 38 %., AR (and W1deTrack QB) Accessory Shltlgles vanou.s A heavy \\elght, 2471b/sq, dimensional asphalt shmgle. A heavy ",eight, 2641b/sq, dlmensional asphalt shingle. A heavy i\ eight, 2961b/sq, dimemi10naJ asphalt shmgle. ACL'essory shmgJes for hip, ridge and stmter strip apphcatlons. PA 110 PA 110 PA 110 propri etary 3. EVIDENCE SUBMITTED: fest Agency fest Identilier pate 04/02/01 01/12/01 IIJ12/02 Test NameJReport Undt'lwuters Laboratories. Inc. PRl Aspbalt TL'C,ulOlogies, Inc. R6S4 PCTC-OI-02-01 CTC-006-02-0l P A 100 UL 790 Undef\vriters Laboratories, Inc. 94~1(9632 02NK42448 Wind uplift resIstance PA 107 11130/00 _11,'08/02 4. Ll.\1JTA nONS 4.1 File classification 1S not part of this acceptance, refer to a cunent Approved Roofing Matenals Dtrectory for fire ratings of this product. 4.2 Shall not be mstalled on roof mean he1ghts ill excess of 33 it 5. h'iST,\.LL\ nON 5.1 Shingks shall be installed 111 compliance with Roofing ApphcatJOn Standard RAS 115. 5.2 Flaslung shall be in (1ccC'lda11Ce WIth Roofing Apphcation Standard RAS 115 5.3 The manufactmer shall provide clearly wnltcn apphcatlOu mstnlctlOns, 5.4 Exposure and course laYQut sbaH be m complim1ce Witll Detail 'A', attached, s.s Nadmg ~hall be In compltance \,ith Detall'B', attached. :-;OA No,: 02-1219.03 Expiratiou Da.te: 02/28,()1 Appro\lIl Date: 03/21/(13 Pllge 2 of 4 DETA1L B r- - ---. '" 12" --- I '1 -j----143.4" --1--12" .----...... ----r L--~-l- ,- 13;114. CL__ ' _J --.- 383/4" ----.- - , 6H8 I L LANDMARK 30. 40. 50 (AND AR) 383}4" --.- -.-.--.----- ~ r:77777ZR..I.L!.2:";~}~:~LZ/LLLLL/..a- /'" 7; - 1 N<!$il!'lG ;lrtlj fOf ""low and $tafldar~ $:!op~ (fr{,'ffi 3 512 to Z1 12i Mal t>etwe~n vp.~t & IO""\lr ,laillinBS. 12" ----............ --.---- 14314" ... - - 1" '~ WIDE .......{ ~ NAJUNG lj-'- r' ~"'" AREA T ~~&~~ 5 5/8" Exposure _ __1..-_ __ ,., LANDMARK 30, 40, 50 (AND AR) . WIDETRACK as (low aM Standard Slop~) nD a" 1 I I ' ill 38314" ,- ,---- -~ / /'/7777-;' , ~ ~'/(7';:: -'-, ......--rT77T7- :rt'Z:Z:Z:.:z:z:.7~-r//:/'!:.. :/~) L~~~ ~'7.,L:X:LL2 N.1IJ:!fllla~ fQf><St~p'" ~ID-~ (sr~at9~ ~n 2.112) N4B bct':A"Jt3.en l:::\."ittorn 2 (~jl at es. _--:--,-']:. -- I I 13114" 14 314" ,-- 12~'- ..... . , 1" l\- .. --....-............, ~,~ r> ',: 5518" Exposure r.. c j' ...:.0... ~ ___ < $.'W:- \".-.. \I 1--__ LP.NDMARK 30. 40.50 (AND AR}. WIDETR.A.CK QB (Sleep Slope} .J. ..-1_ 61/8" EN]) OF TillS ACCEPTAl'\:CE NOA No.: 02-1219.03 E.rpiration Date: 02/28,'07 Appro' al Date: 03/27:03 Pag!.' 4 of 4 \} \. :\ 1 } h "li ~ '\ (~ 't \ t' P l \. { ~'t K' \~ \. \, \ LAMINATED SHINGLES ''i/Il.h/!, ..HH 'q~ {)lAA.;ft~~EH:<" LANDMhRK $[~lfI woo ~(Apr $1 HilS ~'ik Ki~ t'~.~~t~ ~~ ~ liS lANDrMRX $(HI!S, HR!HAlf' AND UCN!1Etf SO 1,' " 1'0 3m) IHRQt t;..It ,TIt rdi R~ts.: l'tJ .: "~~ "INE R,.:tf C\'f~ MP'(~OD l~" r,\['R,( C'IMfR~lv~ A1!() t4~P~~Rl{ H SM~NCLt$ '~~ ( "" it. 1 ( " " l " \ "I<. Ii ....i. ~ '" l '" ~ \^" , \f- ~,~~ rd;)5- ~N '< g~~o,.ES '~,+""'" - _~,:~..o- ~-\ ,,' ~~.\ (, .\.- - ,",--.... -- ..' ,~~;!) ,Jv~f S~H~f ~ '(j~'50l~ '>~ ~<<. '. ~~f! ~~ ~: ~ :~\: - ~ ---~~=-~~:=: ,~ ~. , .-- ---.'Y\. Jh:(. q~,,--:'~ :,:"'0",,":":-':::-:--- . . '1(_0"" ~- '\ /,/' ..:"1\/;-:::- ,---' k-- 4 \ __ )., ,\ ,./'\ I. /;'/ \ \ \\_ \~...-~~\ '-;.X h}f ~~~ tn( ~. HSmldlG ""~~... ~~ T00~ ('\# ~~C- ~'~~t,:\~~ ~<'~ NGlI>H DIM!HSIOH5 ~t:'.. 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Cl1N(;Rtil:: $0:;.:(.... ~<"K>(O~ Of' ~l)~r j\-;f~N r '-11-" '1'0 (<:I'liE:\lC' 1-l/4~ ~{tN tl>'.W~i(?J1 t.i'.f1 U CC:>t<:Rf,;' e O~ HA$(j~\;" )> r~ ...../C(JD fK{~:-i~: '';0NSr'K:UC\~(~'.(, A,rrACH "'iVL1..;CI"i T() :';'~.fls, R^-~ vSir-iG !l1~ 1iCRC~$ Dr sur'lC~[.NY !".Ir-' T::J 1,(1)'11(\/( l<t(~.. :t.'\lN ~,'<1;':fD~''sN\ l;.no "ti:UD j:'~~\t~1'NG ,n "-';l.~UQN ~\'i.4,(;r<N.UI" ;1'\ $[C'fi:JM S.8 is- f'<'? A'" Jr\}~lj;!$ ~_.--.:;;-::::..~ ~~) : _, -") n . c.. -~'f,~""..F1t"1 :' ..~J Ii B il B ii !1 ;! 1 II il ,~,~ o-_Jt~.=J GENLRAL ALUMINLM CORP r.:;ARROL\. TON, TOAS !ltc" FlN HDRJZONAL- MULUON i',it~LL!\TlON ne:fAJt Al.U(>1;NuM rl..Jat. :>-j;.../I_L fON ~!t !ftJ, 1"'147 _~ ~. - .-.. fiAA sa I......,~--,- t",,"t(.3i!7IDa "M1. ...._.. 1'=<' HAL" '\"""'., ..' "..... ~..,...~'~1 r XTCSz~ LL.[\/AT1DN f/f!/ d-d.7Z/ '( .... )'''', ",'(',,-e~~'" ~ JQ::~.,;y., o:u~ U:l1"t~.t(~ ~"'" ~"r-rl/;", h:::tl~ ~1"'. ~~ ~.n M~ (Me ~W:-d't*, TYPICAL MULL. INSTALLA-rION - I~!/<li GftHi4$4 IN$lA.Wi'(l<'! -~ ANCHDR I (TW.) / -\4 MUlLiON ANCHOR I3RACl<1n J 'MNOOW~/ fRAMe JAMS (TYP,) \. ~\jtL~N Olt. NO. \442 NO rtSl 1) f.lVLL>ON ,'NS1"LI.A1l0,</ ilerrAlL$ APi'\.Y to A<.V1!~\.I# "R'ee: Ml.iLl.l0~ 0$'. N;). 1442 Cll. 1~, \\.'HfJol i.l$!!O to h\Vl!. SiNQU:; I:l\JNG />;."li~ OR PI01\JRa 'IllHOOWS ~lfJE e>Y $lP~. Z} iN klA$()NRY tONSl'RUGTlQ.'f, i\ HAtH M\iU.J~ ;0 S\JSS,AA 1!: 1'l'lH "!>lIS" , PlA, CONQlE;T~ S(;I'$W A/oICl1OR Of ~<f'l'\G\pj" \.. 't<f. TO AC8l€vt f -1/4' MiN. WtlEtMiNT iNTO" C.ONC;~E11I 6.." MA$(lNl~Y, .1) IN WOOO fRAME OON$Th.'VCT!ON. ATTACH MVWJo.'1 10 SV3S7~A"l1t IjSjNG II" SCRtW:l Of Stl!'l"IClENT 1..T)1. '~ ACH!E\Ilt 1'-J/~ Mi.", ~MSEl:!Mi(fIT lN,O ~ fRA,.<lNO, 4) W)l.l,,'C.'l Il.1'TACtlM(NT IN ~~.~ iii-a lS TYP, AT "'l':,~l) .1< $Il,l.. !>) Ifl$t,~I.A TIO(t cr MI.!\.l.IC-."I M. SHOV.~ Oi'l )'fj)$ SH~1 COM~ 'M1'l~ 1HE: 2(101 rt.Q.'l!!lA I;lUlltwG C~ WitH ~ Rli:VI"SIOl-l$. W.JLt.IO,'i W:Sf~rt Pl'ESSVl\.l'l eN' ' . TO sPAN 4i SPI\Cll'to. ~IIJI~ ANCkOf<$ A.~ O~~ '\\) Of .,c:>M ?$I". It 1$ 1\11:: l*;$0:)tISlf!I\,lt'( 01" otH~$ W ,~~P\JAI>lc( :~~~;*1;.~~.~~ /"" GE:NERAL ALUMINUM CORP. ,. l' .CARROt-lYON. TEXAS I ~h ~l mw n.~i VERfjCA~lo.'>l INSTALLATION DalAi!.. L'1 A/ ~,v Al.UMINl~IU T~ MUUION, OM! NO. 1HZ 'l /: ,0 _._~, ! I;, >'V '" i\~_...::.::.._ "'~:_:.:.1~a/2tf~. '.J:jI 'i(,iffi' ____ M.1l>____ I~,.~-~~ SECTION A-. A -_.~....-....-_...... ","'"'' 1[-- [1 Uji1 8...3 EXTERIOR ElEVA liON -----------~_.- .. ... ','- ...., ._... ""*"'_""'" ~J(l_<:e.1.'".V~__ _ _..,._ m..'........... IlMl MIl ~~~ ....- mSTAt,LAHON s;~<: ND1ts -1 " I AN.CH~ IIa !. ~ ~ "',l)' L'DN-~ /1 <Tyj>,> r;llJLl.1ON ;>' ~i , A,~CMtlR \ 1m: ND. t H5 ....> QRACKET r---::t--l ~ '~ ! 1 ~ INS1'!,LLAHOI>l '-.IINDUV _ " HtfL!:(QN 1:- < Al'<'CtJCt;( (iY?) I // SMS art',) y. .~/ " -!n@ I -"'=---r (;'. .- '" ~ ~"-_....=;:t\ ;!L"7=_:;" ........ 'o.=r_ _....._~d ~ _ ~--.. --cOh'CR€li!: OR M,A$ONRY ~- -- 9@' 1 1 \i1:l011 rR..No'.~ S'vliSl'Mn:: r''''J=@'i:-rAlSOAI'?UES, < _ MVLUGN ~ f / DiE NO. 1440 '1 // ~=> ~RAM~;~~~" @ SECT ION B- B "" '" <TY?.l _____ l~Ole:$' ~", --- l> ~_UIlN lNSTALl.A1.tOto/ Dt1AILS Af'f>L Y HI /lUMlNlM TlJE( MUl.t..t!:l\'!, !lie: NlJ.. 1445, \JK04 \ISO to ~\J\.!.. S:1~t<lli: WNG Ai'll> CR p!erupt WJl>tllOI.'S H~:All fa SJ.lL i!!) IN MSl."1NRY CCl!>lSTflUCTll:lN, "'HAtH WJl.!.JtJN 10 SL1l1S~i\Tt'; 1,,(1Tr! 3/14' W..... CQNt;l\i.l'f: SCREW A.~t:JR DY $VfflQf:NT I,m. '0 IIWlEve; :-\/4' ro,lN. tM.m;:~elft t~iTO c'Ql/C~Te DR HA$llN:RY, ::I> ~ W :::110f'l, ATTACH Ml.J!..!..1'ON TO Sl.JllSlRA1'e US1t\"J .1G SCR€:W'S Qt' SUf'n 31$' 1o'1N. EKOC1lO1!:l'!T !{;to \XlOIl nv,t;rml. 4) HlJl.UfJ.'l A It'l $tenON g-.B IS TYf', AT J6MJi$. $) 1NSTI\L!.A'fmM or fo\Ut.Ul1'l tiS S1-\Wi'4 r (;Wif'LleS ....lfH ffif; eoot n.nRIJ,)~ Iltl1l.D1NG COllE !11TH ~ilt)e Rf.V1Sml'iS, ~<UI., llf:Sttitl PR~SS~ CN>f<liY VAF1f:S IAA: Tt1 S"A~ to SN,ClNO. W\.l.lOt. ANCHORS ocsr(~'Ili;ll Tn A n(~IGloI f'f{tsSURE Of "'S~./) PS1. n IS 1HI; RE:Sl"l:tNlnllll-lTY or Q~RS HI l)~TERJ.jl~t CllMl'I..IA/o1CE: ON ... Sl't:CltlC s,"!1<lJCruR.t: /,;?/;;:~~; , I; '. (\-1..1 :. /~ i" ' ~ ~ , (I' ';'\. t:.:l S[CTI0N A-A ---_....._------~_. r;=;""1l"" t=~=ii"~ - l'll A_'..J I B:S I ~ ,..==J~~ EXTERIOF< [L[V A TION -------.-""'.,---..........,-.----- GENERAL ALUMrNU~1 CORP, CARROL l lUN, r~XAS TIM< f''-f<lK~ ~UON tI1STAi.\Ai1JJN ll!1Al1 ALI..\'lJ:M.1I4 ru~ M\Jl.l.ION, Jm: NO. lHS ~'~I .:~~ ~ -.-- \- EB 1""""""---- plO~a/a/02- ,=-=- ' - I(tA"lI ----'1~ HALf \>'MI>_...__ Ill\U)~_Q~ ~.<Qa~~'l'!~"~ ~,.~ JHt...\'Jml ~ n~tt*;;'lU:tt hQc,~.&a""""" f"_~ . . V,1NDOfl F'!.; .\~lt ,1,\M8 (TIP) -~ ~;1 ~''''' J/ t~J '" ~~_~ ;7_ ~,,:.~.... ;~~Z~~p -: ;'PPlN:l ="^-).- 1~7..;'..j . "}-~ 1"~~,=,,,E,l ~ - F";;~~~....... -. ~ ......,- ~,KJ{...tJCN Dl<: '>10. H4$ I~W'l!01 (;tt{,,()~S1 t......-__ MVI UQf~ Ai"V"'::M o,q hRAO<E ':' ..-- \t~s.r..\\...U,n'W~~ l\dCOOR (TY?) ~.,.,........../.....,,- 'i'il ':i ,./-' [<VWON L il ;/ ,/ DtE NO, \4<>6- Ii \I i /' li~il r,\:1 ff /! ''''v..l \U M1Jl.lI0'l ;; ! II ..-- !~ls.rA{.t.i\TlOti. .~~CHC,R ~' 1'"1' ~ A CH"T . Ii -1 ! (',;'<~H)('R. ~'I~ 11,/ ,W ---.-k" l~=::-::d.~~I.t'::':'''::''~::'-:fFf~--.......l ~ J >0 4t ~ ~ ~ St.E N'1YE..S ~ "'" ~ II .'it &, "3 ~ ' a I~ ~ . //'~ .... ~ --- ~- ' --y SuBS1"1"'\A T'i: ./ c..: r. (' Tf (....j\1 2. ^-' L\ -=--~,,~~_...:.-~...:--._~- ---, ~ ~ r J r' r'" i 11 A I p., I. ' ~ SlJ ll. ,.,," s......' EX TERIOR ELEVA'flON _....~.' ,---~--,..,-~---._' - "..............- ---- ~- ...~-_... SECTION 13-.8 ~~, GENERAL ,ALUMiNUM CORP, CARR-oU 1(lN, TEXAS 1lt~, f!;'l \It.RTfCAI. 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