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HomeMy WebLinkAboutBIN B-4 PERMIT 4316 TERMITE SPECIFICATIONS: 1. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE-INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL.(FBC 104.2.6) 2. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1'-0" AWAY FROM BUILDING SIDE WALKS.(FBC 1503.4.4) 3. IRRIGATION/SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 1'-0" OF THE BUILDING SIDE WALLS.(FBC 1503.4.4) 4. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, BETWEEN WALL COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAT 6 II\CHES. EXCEPTION: PAINT OR DECORATIVE CEMENTATIOUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY TO THE FOUNDATION WALL.(FBC 1403.1.6) 5. INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETE.(FBC 1816.1.1) 6. SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED AND FORMED.(FBC 1816.1.2) 7. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC., SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT.(FBC 1816.1.3) 8. MINIMUM 6 MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT IS REQUIRED.(FBC 1816.1.4) 9. CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXTERIOR SOIL TREATMENT.(FBC 1816.1.5) 10. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1'-0" OF THE STRUCTURE SIDEWALLS.(FBC 1816.1.6) ~1. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION. ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED.(FBC 1816.1.6) 12. ALL BUILDINGS ARE REQUIRED TO HAVE PRE-CONSTRUCTION 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. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC., SHALL BE BURIED WITHIN 15'-0": OF ANY BUILDING OR PROPOSED BUILDING,(FBC 2303.1.4) A.B. Abv. A/C Adj. A.F.F. A.H.U. ALT. B.C. B.F. Bk Sh Bm. BOT. B.P. Brg. Cir. Clg. Col. Compo C.T. D Dec. Ded. Dbl. Dia. Disp. Dist. D.S. D.V. DW. Ea. EW. Elec. Elev. Ext. Exp. ABBREVIA TIONS Anchor Bolt Above Air-Conditioner Adjustable Above Finished Floor Air Handler Unit Alternate Base Cabinet Blfold Door Book Shelf Beam Bottom Bypass door Bearing Circle Ceiling Column A/C Compressor Ceramic Tile Dryer Decorative Dedicated Outlet Double Diameter Disposal Distance Drawer Stack Dryer Vent Dishwasher Each Each Way Electrical Elevation Exterior Expansion F.B.C. Fin. Fir. F.G. Fir. Fdn. Fir. Sys. F.P!. Ft. Ftg. FX Galv. G.C. G.F.!. G.T. Hdr. Hgt. HB Int. K/Wall K.S. Laun. Lav. L.F. L.T. Mas. Max M.C. Mfgr. Micro. Min M.L. Mir. Mono N.T.S. Florida Bldg. Code Finished Floor Fixed Glass Floor Foundation Floor System Fireplace Foot / Feet Footing Fixed Galvanized General Contractor Ground Fault Interrupter Girder Truss Header Height Hose Bibb Interior Kneewall Knee Space Laundry Lavatory Linear Ft. Laundry Tub Masonry Maximum Medicine Cabinet Manufacturer Microwave Minimum Microlam Mirror Monolithic Not to Scale Opn'g. Opt. Pc. Ped. P.L. PLF PIt. Ht. Pit Sh. PSF P.T. Pwd. Rad. Ref. Req'd. Rm. Rnd. R/SH SD. S.F. Sh. SHT S.L. S.P.F. Sq. S.Y.P. Temp. Thik'n. T.O.B. T.O.M. T.O.P. Trans. Typ. UCL U.N.O. VB Vert. V.L. VTR W W/ W/C W.A. Wd WP N1ASTER REVISIONS DATE DESCRIPTION Opening Optional Piece Pedestal Parallam Pounds per linear foot Plate Height Plant Shelf Pounds per square foot Pressure Treated Powder Room Radius Refrigerator Required Room Round Rod and Shelf Smoke Detector Square Ft. Shelves Sheet Side lights Spruce Pine Fir Square Southern Yellow Pine Tempered Thicken Top of Block Top of Masonry Top of Plate Transom Window Typical Under Cabinet Lighting Unless Noted Otherwise Vanity Base Vertical Versalam Vent through Roof Washer With Water Closet Wedge Anchor Wood Water Proof STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA FOUNDATIONS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS FOR ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. CODES: FLORIDA BUILDING CODE, 2001 EDITION WITH 2003 REVISIONS BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-02) SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS (ACI 301-02) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI 530-02) NATIONAL DESIGN SPECIFICATION FOR WOOD 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", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 40. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6". 4. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 5. HORIZONTAL FOOTING BARS SHALL BE BENT 1'-0" AROUND CORNERS OR CORNER BARS WITH A 2'-0" LAP PROVIDED 6. MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE 40 BAR DIAMETERS TYP. 7. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM REINFORCING STEEL ALL REINFORCING STEEL SHALL BE NEW DEFORMED BARS FREE FROM RUST, SCALE & OIL & SHALL MEET ASTM A-615 REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE- CAST CONCRETE PADS, TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS- REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE THE FOLLOWING MINIMUM, UNLESS OTHERWISE INDICATED ON THE DRAWINGS: FTGS, WALLS, COLUMNS, BEAMS, SLABS: 36 DIA. OR 2'-0" MIN., WHICHEVER IS MORE. FILLED CELL REINFORCING: 40 DIA. OR 2'-0" MIN., WHICHEVER IS MORE. TEMPERATURE REINFORCING: 20 DIA. OR 1'-0" MIN., WHICHEVER IS MORE. WELDED WIRE MESH: 8" LAP WOOD FRAMING INSPECTION LIVE LOADS: ROOF RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICATED BALCONIES STAIRS LIGHT PARTITIONS (DEAD LOAD), U.N.O. WIND LOADS BASED ON FBC, SECTION 1606.2. WIND VELOCITY: 123 M.P.H., USE FACTOR: 1.0 20 PSF (REDUCIBLE) 40 PSF 40 PSF 40 PSF 20 PSF 10 PSF ATTIC L.L. ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH-INS MUST BE COMPLETE, INSPECTED AND APPROVED BEFORE REQUESTING FRAMING INSPECTION. PREFABRICATED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. 2. PREFABRICATE WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS-GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPOR- TIONED ( WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FOLLOWING DESIGN LOADS: 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIOI'.S, AND AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. WIND LOADS: (F. B.C.) CONCRETE STRENGTH @ 28 DAYS ALL CONCRETE UNLESS OTHERWISE INDICATED PEA GRAVEL CONCRETE FOR MASONRY CELLS ONLY (DO NOT USE FOR CONCRETE COLUMNS OR TIE BEAMS) 3000 PSI 3000 PSI REINFORCING: WELDED WIRE FABRIC SHALL CONFORM TO ALL REINFORCING BARS ALL STIRRUPS AND TIES ASTM A185 ASTM A61540 40,000 PSI ASTM A615-40 40,000 PSI CONCRETE MASONRY UNITS: ASTM C90-99b, STANDARD WEIGHT UNITS, fm=1500 PSI MORTAR TYPE "S" 1800 PSI CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED DURING CONSTRUCTION ALL STRUCTURAL AND MiSCELLANEOUS STEEL A36 36,000 PSI, U.N.O SHOP AND FIELD WELDS: E70XX ELECTRODES ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 BEAMS, RAFTERS, JOIST, PLATES, ETC. U.N.O. 1\0. 2 SOUTHERN YELLOW PINE (19% M.C.) ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR, or OSB FLOOR SHEATHING: T&G 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: 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 BEAR/l\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", CONFORMING TO ASTM C270. 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI SLUMP 8" TO 11". 4. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 BAR DIAMETERS. REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL TYPICAL UNLESS OTHERWISE NOTED. 6. REINFORCING STEEL SHALL BE LAPPED A MINIMUM OF 40 BAR DIAMETERS, UNLESS OTHERWISE NOTED ON THE DRAWINGS 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. UPLIFT CONNECTORS 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE CONSULT THE TRUSS ENGINEERING FOR THE LOCATION OF THESE WALLS. WOOD FLOOR TRUSSES: 15 PSF 50 PSF 65 PSF ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE EI\GINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL BEARING VALUE: ~ , BUILDING DATA CONSTRUCTION TYPE - TYPE VI UNPROTECTED (SECTION 608 - FBC 2001) MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE HOMES WIND SPEED 123 MPH (3 SEC. GUST) WIND IMPORTANCE FACTOR - (Iw) = 1.0 WIND EXPOSURE - "B" (FBC 1606.1.8) INTERNAL PRESSURE COEFFICIENT = +/- 0.55 (PARTIALLY ENCLOSED BLDG) WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION. 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS, ( I.E. BLOCKING OR GABLE END BRACING) SHALL BE EITHER SOUTHERN PINE, OR S.P.F. NUMBER 2 GRADE SHALL BE USED REGARDLESS OF SPECIES. DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) WINDOWS AND DOORS 123 MPH + 38 PSF / - 40 PSF GARAGE DOORS (V = 123 MPH) SINGLE 9x7 +37.0 PSF / 40.0 PSF DOUBLE 16x7 +37.0 PSF / 41.0 PSF SEE FLOOR PLAN FOR ACTUAL PRESSURES ALL WORK SHALL COMPLY WlTHALL PREVAILING CODES, FLORIDA BUlLDn-:G CODE, NATIONAL ELECTRIC CODE AND CITY OF ZEPHYRHILLS ORDINANCES ENGINEERED PLANS ON FILE REVIEWED NAY 1 02005 ~&r WALDEN GRANDE 2003 STEM WALL GENERAL NOTES: THE FOLLOWING TECHINCAL CODES SHAll APPLY: 2001 FLORIDA BUILDING CODE, WITH 2003 REVISIONS PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70-02 NATIONAL ELECTRICAL CODES 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WALL MOUNT WATER CLOSET VOLUME 3.5 GALLONS 3. WATER - FLOW RATE. PUBLIC FACILITIES 0.5 G.P.M. PRIVATE FACILITIES 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. 4. ALL WATER 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 AI\D BALCONIES SECTION 1014 o HANDRAILS - SECTION 1007.5 o GUARDRAILS - SECTION 1015, 1019.9 o STAIRS - SECTION 1007 o CHIMNEY & FIREPLACE SECTION 2804-2806 (MFGR) SECTION 2113-2114 (MAS) o EGRESS WINDOWS SECTION 1005.4 5. ALL OPENINGS SHALL COMPLY WITH 2001 FBC WII\JD LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AI\D WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION 2405.2) -' SHT NO: 1 2 2A 3 4 5 6 S-1 S-2 S-3 S-4 S-5 S-6 S-7 S-8 S-9 S-10 S-11 S-12 S-13 S-14 S-15 S-16 S-17 S-18 INDEX OF DRAWINGS TITLE COVER SHEET FLOOR PLAN DIMENSION PLAN FOUNDATION PLAN ELECTRICAL PLAN/ INT. ELEV. ELEVATIONS TRUSS LAYOUT MASONRY DETAILS LINTEL PLAN AND DETAILS DETAILS DETAILS DETAILS DETAILS STRUC. NOTES & HANGER INFORMATION DETAILS DET AI LS ROOFING DETAILS DETAILS DETAILS PRODUCT APPROVAL WINDOW DETAILS WINDOW DETAILS DETAILS DETAILS DETAILS NOTICE TO BUILDER IT IS THE INTENT OF THIS DESIGNER THAT THESE PLANS ARE ACCURATE AND ARE CLEAR ENOUGH FOR THE LICENSED PROFESS- ONAL TO CONSTRUCT THIS PROJECT. IN THE EVENT THAT SOMETHING IS UNCLEAR OR NEEDS CLARIFICATION..STOP..AND CALL THE DESIGNER LISTED IN THIS TITLE PAGE. 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D RANGE o D - o I 00 TILE TO 16" 1A3 w (/) o .z -l -l ::) (lJ N WIC SOFFIT ;j PLANT SHELF SOFFIT - ~ I I'-- BRKFST NOOK AREA PASS-THRU @ 42" A.F.F. I II I IT] D/W @ PLANT SH ELF SOFFIT OFFIT D -IM1 11III1 1110 I 1110 I I IIIII-: ~ ~ ~ I nu I I Inlll I 111111 I 111111 I I nil I I IIIII1 I 111111 I 111111 I 111111 I 111111 I ~ -=---=--:..JJ.I!Y-=-. ":a ~ REFRIGERATOR @ KITCl-IEN ViEWS NOTE: VAULTED CEILING IN KITCHEN MC MIRROR w (/) o Z -l -l ::) (lJ N EJI I I DITl WIC TUB @MA6TER SATI-IROOM @ SA TH 2 INTERIOR ELEVATIONS REFER TO FLOOR PLAN & FIELD MESUREMENTS FOR DIMENSIONS. SCALE: 3/8" =1'-0" ;j - MIRROR 0 , MC 00 Z 3: o a a.. w I- (J) W (!) <( ~ <( (!) o I- 5' I'-- ('I') :t co LD 40'-0" 8'-8" 15'-0" 5'-8" 10'-8" PATIO EGRESS 35 SH w co 001- U) co 0 o _ I ClJ +' III I I I I I I I I 1'1 I I 1 I- ~ I I I I I 1'1 I I I /~, E~ 12'0" ~ (3\/ :~ ~ f= FAMILY ROOM \8J BEDROOM 4$2 ~ 15'-0" x 20'-8" 11'-4" x 10'6" ~ ~ CARPET 8' CLG. "t: G.T. CARPET l- t--- - - - - - - - - - - - - - - - - - - - - - - - - - ~ --~ VAULTED CLG. 15'.8" / 5'.8' 6'A" ~ ~@ 10'-0" CLG. - =--=- -;- ~ r5E.1V ~~ t: ~ ' ,I~ I- 2868 U-L....I- I- ~ ---- I- R/SH ~ ~ 8'-0" X 3'-0" 6068 SGD EGRESS 25 SH I i I:~ 11111 I I II III1 II 'I :t o ('I') - II - , = " = " ~~ = " -)1/ - ,,~ - 1'-<<' = " MASTER SUITE - " - ,,11'-8" x 16'-2" = VAULTED CLG. - CARf?ET ~ - - - -I- - - - ~ - - - - - - - t---- f18B\ / ~ " " I- " ~ I- 12'.4"" ~~ r(;j\ -' - -' I\S-6J = ~ W I "-...-/ ~ I- 91~" 5'-10" Z I /.---''''' == S' -l _' 1-1" RISH E&-- ~ - ~ ~: q;~ ~ DBLTOP PLATE AT 14.i I m m ;~~~ - ,":':' = DINING 12" BAR TOP ON ~ 4$3 - 10'-2" x 11'-6" 2X4 WALL ~. 6'-OW'(o ,.----~ '" : ~~~~~;LG. 21'-11W' r 39 1/2" AFF = ('I') ~ co f I OPEN PASS TH ~UIN ,/\~.cOL FRAMING FOR - to I SOFFIT ABOVE CNTR. ;:::: 2' 61h" '.6' JEl y 5'-21h" I 6'-5" 4'-61h" 1'-5112" 4'-4" ~. ~ ~~ ~k r: ~~'!O' ~I~~IT-;~__Y~ n I F(DYE~ ~",N l7 ' ~~:_--]-~:= V,ULTCLG ~ TUB/SHOWER+__ _=_= I ~~\., ~ 78 -r~" ~ ,1-1}. ~ "0. c' (;,4- ~~ ", , "" :1 ~ "I V NYL '""0 TI LE TO 7' AFF IV""" "" v.'T ~I V:~,,,:\~,: ~ ~~ 3'-)" ,!:r:: LD ~ 2.lJ~ I~ · 6' / ~ B ('I') SOFFIT II ~ATl-I 2 =/~~ ~ < · "'~H CAB. . <::>', _~_u' Q) LINE co 8' CLG I" ~ - 0::0 I lo ~ WI~ ", ~t ~~JKITCI 'EN w 0111 II(!) - to . - -~ "" SOFFIT A H "z .I~== (li\1- Z N E VINYL. I . -_ ~ ~AT' I CON 8' CLG. :,?;; '--- 'I 11 ~I loa.. co~, 5'-5" 3'-5" U)o.. ~ "" P H~ VINYL ,,- ~r-_ LlN~ _ V 10'-0" CLG. c? ,:~== \ S-7)': co ,- 0,' N~ -Ie' ~LG. 0 : ~ 'I"~ cr, h,VINYL 0 II co "-...-/ OlllD(;~ NI- - V~ YL ------ .4'-10W' I :i3'-7"~:LQ ~ ~ 8'-10" -~-cJ 4'-8" _ ~ ~ 3 -2" ({ 0 ~ '-" 11==1. = j) 6 01h" 6 \ ~~ I I 0' t--"I - RISH 16 RYERVENTTHRU I: I ~--- ---~ ~OR b-2X6WALL I :1 REF II OOF MAX LGT 25'.0"(30\ II 0 j~-7 : ATT C : CQ " = GLASSABV J I ...iJ I j, ___ ~ ~ S [j5;~ ~~Y( '~~,~~:--.~~ _ ~~~~T~ }~~~: k l~~~R ~~ ~_R~u'~_R~~~,~ ~ - IVI- \! ~mm~~~ ~ ~~_3 VINYL ri.,_o"]/# 1'V~8 ~: ~1~~}6{~~VIF: ~ t= 1/"'---""""':... ..!E. M. W/ 3/8" ~\ ff k I- Z Wo ~ IfBC5009 "\ ... LAUN. co '), T CK ;@3V' = ~~T~~:~ UNI := O:::! ~ 1\ lD J IZ ~ ~8' CLG. t8 /' TE ERED GLASS S 4 t-- ~ ~ERIFY SIZE W TH ~ ~ 65 co t= I ~Olh" ~ 0 ~ 2'-8" I ~INYL 5'-5W' I,N/ A.. 9'-6" - 2'-11" MFGR ~'-11" ~ g........" I- -lS: '1 rl 2868 C1'?v ~ \. 0 1--_ _G.:T ELEYATIO~ I ON~Y_ ~ ~:> L/~i3\sHEARwill-~-/~rll5>-- 5/SH 1~~-n-L-~w--r-:rTP/4~ r\ BEDROOM 4$~ E"- ~~ j-VI i r- I ~r5E.1\ 11'-4" x 10'-6" ~. ~/1:8B' ~ ~,~~< _ _~ ~TELEV~T10N 18i\;~ _ _ _ _ _ ~ ;.~r ~ __ _ ~ _ _ _ __ _ 5E.1 8' CLG. ~ ~ = 13'-6" I , 5'-2"./" - 8'-3%";... ~ CARPET 12'-41;4" ~ !18B\ =- V 6 \/ /18B\}/' = :::OV I ~ ~9 ~ \ S-5 J = ~ ~ = -, ( ~ \ ~~. "-...-/ = 18'-8" ~--ATTIC-ACCESS--~ = =NTRY (3\ ~ "E - I LOCATE IN FI ELD I - _ _ _ _ _ _ _ __ __ ~_--=I'-----.", EG R ESS I- = : 22" X 36" MIN : = ___ ___PBf:9M;JA~,{ I! I IIII:~ 11[ I II = ,---------------, = ~ \" - 2 CAR GARAGE - / \ = ~. ~ \ = 8' CLG.A.F.F ~. BLOCK TO 24" I = 1/2" DRYWALL ON FRAME WALLS - ~ FRAME ABOVE J - R-llINSULATION IN FRAME WALLS Oil I- = 1/2" CEILING BOARD ON CEILING ~ ~ _ PAINT ALL ~ - SEE SPECIFICATION SHEET FOR I-- = CEILlI\G TEXTURE TYPE ~. -- ~--------------------------------------- -------~ r- - I I r- f1sB\ /~uT--------------- ~ y~ ~-5 - I \ S-5 J I I- ~ I ~ I I- ~~ I I I- HOSE I- : : I- BIBB ~ : f5\ f5\: ;= == i/\gJ \gJ ~.i E - I I r- - I I I- -T 1 16X7 OVERHEAD '1111 - EGRESS 5' " " I- (8\ ~ BEDROOM 11'4" x 10'-6" 8' CLG. CARPET r- l- f-- l- I- l- I- l- I- l- I- I- ... o '":' o " 12'-0" IU) U)tfj l.!')~ N(!) W ~,.. l- I- l- I- 5' co N d5SH ( 24 \ ~ (1\12\ ~\gJ Bun JOINT ON 2 X 4 WALL WI HEADER @ 6'-8" BOT. OF GLASS 24" OFF FLOOR 6'-4" 4'-0" 2'-0" 2'-0" J l2'-0" 12'-4" 7'-8" 16'-0" 20'-0" 20'-0" 40'-0" FLOOR PLAN SCALE: 1/4" =1'-0" 1" Q) " 1" lD 00. 1" ('I') " 1" ~ ~ <:;' ~ " WALL LEGEND FRAMED WALL 2 x 4 U.N.O. I:J::: L,J::: i:.,t: f:> ,t> t I: , ~ , ,I::;; t: .:;:: t;E:i:Ef I: f:'t:', j: : j:, f:, 1:, , I BEARING WALL INTERIOR SHEAR WALL MASONRY WALL/ SHEAR WALL MASONRY SHEAR WALL INS. W/ FURRING w U r- o 2 w '" <t r- o o LL W 0:: <1: ::J 0' U) W ~ u..<(~ '00::0 W u..u.. ~W"""I- O..:::Z ~-O:::) x(J)~o 0!;u..0 ~OzO 0... w<( a..~~1- <(0<(0 WO::I-z ~u..w <(Z~O OW<:(O W~(f.)O I-~ZZ o 0<( :::)W-w O~(J)~ U)<(Z . W(J)W<(Z <.:lZ~B:Q ~QOo~ 0u)~1-0 oEiJO~:J u.. ~Oa.. w~woa.. O::OI-1iS<( <(-lZ -l ::::l -l -. 0:: -l g <( (J) 0 ~<( v, 0:: -l ....... w-lO j>~z~ <(0;:><(0 t/) Q)C>-l Cl)tO~ Q)._ 0 Q)UU) ~ ~ ~ I t/) ~ Cl)caa.. Q)CB - '0.0 i:i: CO'- - ...t/)~ OC>w e"CO ~iY ~c=JO ~ <( CO (J) W o <.:l Z o -l :::) ClJ W (!) cj I Z co Z 1-. (J) 3 ~ (!)Zw <((.O~ ~ (J)~Qo ~N(.O II) . 01-0 o~'*t: Z ffizcJo W~~~ 0 W~i:i:<.:l II'*t:. i= ~(f.)-Z I-I-...IUJ ;:) (!) ~ ~ 0 ~ u.. U. ll. ...J zWa..-l 00.. 0 WO(J)s(J)u..z~ffi II) WZ(J)COZOO C Z I:::)ZwQ::Jf=zo:: I- 0 ::s I U) <( ~ ~::J c" 6Za..I->W~OtQ C;; <( I W (J) 0:: . LIJ tn~~t::~O~tQ: c w'-'~3:('I')Z~ 'UJ _ coB:::) o<(:::)ctct ...... W-ll-~~Ol-...I::r: C ~~~~~~~~i ~ ~ ~ tn 8 3 iJ5 tnDD Li AREA TABULATION 1554 433 89 2076 FLOOR L1VI NG GARAGE ENTRY TOTAL UNDER ROOF ATC NOTES NOTE: GIRDER TRUSS CHANGES LOCATION PER ElEVATION. PLEASE VERIFY THE LOCATION WITH THE CORRECT ELEVATION. 1" co LD NOTE: SEE SHEET S-14 & S-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 L TT20B HTT 22 H2.5 SPl SP2 H3 SP4 U24 HTT16 LSTA30 A34 LSTA12 -l <i: ~ I- ~ o (J) (f.) W o 0 -l('l')i:i:x ClJ 0 u.. <( wI'-- Ou.. (!)N ('I')~ z('I') ('1')0 <( -l ('I') ('I') ~u.. NN o - 00 . ~ co co (J) 0... co co 11")0 ~ ~ ~o... 00 O"l <( ~ ~ Q) o ('I') N o Z co 0, co ~ r-.:.. I- 0 ~; f.I) 0('1') - D50~ Il)I'--"wLJ..: r:o ~ c;< -l co-l~<(1- 0"- u.. " ~ <( CO:::)O 'cci'~I-_lD U)cs::oO~o:j W "g.~~~.~ LDQ.II-WOO Q)<(o...(J)OZ (0 ~(f) 0--, 0--, I C'J- LDI ~$ ~W ~- LD> ~~ >-W 0::0:: OU 1-(0 Z~ WI- >0 ~--' 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. C'J(/) '2 ~O C'J- ~(/) > w ~ Ii") o ....... " 0....... 1-('1') <(0... 1'--0 to....... ~<( ,,0 '~ ~~ - I I I [[] w..-.J O--.J Z<( <($ O:::~ (!JW Z~ w(f) wO(Y) ~ ..-.J 0 ~<( 0 z $ ('\J :5 0.. SHEET NO. 2 OF 25 LAST PLOT DATE March 02, 2005 '~~-~/ Ii") o o N N o .c u "- co ~ o o \D w I- ::J 0 V ZUl.....t' oci.....t' - > I N Ul ..J C' III - []] 0 I > \D C' O~M~ <! 0 M I c.I..JM U1 I.&. ..... ~I-<(OJ <!U1o. I I- W ..... ~ ~ I- z o o \D o Z ~ Q(/)" 0 (/)I- WI-(/)W::J OZ(/):::!<l: OO-I> Z:::;?:!:::~(/) <l:NWa:~ "rl~OO Za:OOO 3PwWU <LLI.....Il- a:OI-L:5Z O::Ja:(/)~ (/)~WOO:: I(/)ti:Z::J 1--<l:<l:U w ~ ~ U >-u..Z ZI-O <(Z- L- Z W ~ r- -(J)> O Oz 0 ~O<( 2 :::)00 OZ- OW~ L- ~~g r- o...-u.. :r: ~3~ f~ W W ~ t"",J ClJII- 1-1-(5 01-0 0::: Z:::) . >-00... >- <(I~ ~t::0 0.. zS:O <!~W O ..Jw~ a..ZO f' (J)ZI t"",J -<(U) ~~:::) a.. ~ o o W ~ o I (J) :::) ('I') o o N @ FLOOR PLAN ~ ()J L() 8'-8" -II 1 III ':: -- - - - - -- - - - - - - = "'f - 0 - N - - -- - -- ,-- o ~ c.o ri 12'-4" 9112" ~ o \1'1 C? r-- \1'1 5'-8 ~" -- -< - -. -. -. -- -< -< -- -- 5'-8112" -. - - - - - - - - - - - - - - - - C? -- - ()J - N - - - -- - - -- - - - - - -- -- -- -- -- -- -- -- - -- -- - -- -- -- -- -- - - - -- -- -- -III 2'-0" l (~ ,,' 14'-2" 40'-0" 14'-10" 10'-10" 5'-8" 12'-0" :: III I I 1111- ~ II I I I I I I I 1 I I I I I I I II ~ "-> :: I I I I I I I I I I 11 I I .1'1 I I III 5'-10" ,~ <0 s' <: 0" 4 '-10112" 2'-8" ~o ~ 3'-7" 5'-5112" 20'-0" ~ - -- ATTIC -A-cci-s-s- - ~ I LOCATE IN FIELD I : 22" X 36" MIN : "- 2'-8"1.) 1 --......1 v 16'-0" 20'-0" C? ri ri 15'-8" --"", ri ~ 11) N 21' -11112" 1'-5112: ':\' 25 - - --.' - -- - - -- l ~" ~/ I ~ ;"'I ,/ ,I ..I ~_J / /. , I 'r"l, '- - """, L 3'-5" - ~V ~ ~ 6'-5" 4'-6112" - - I ~ .q- .., l , - -' 8'-10" "'f to A.. 9'-2" v ~ '" II C? ~ 1---'0,,1 1--19" " 3'-0" 5'-10" f- f- f- f- f- 7'-8" I-- I-- I-- I-- f- f- 1--- I-- f- __________________ f- "'f o N I-- I-- f- f- I-- 1--- f- f- l--. I-- 1--. 1--. f- f-. 1--- 1--. 1--. f-. f-- 1--- 1--. I-- 1--- f-. f-. 1--. 1--- 1--. f-- f-- 1--. 1--. 1--. 1--. I1II - 112'-0" 7'-8" n 40'-0" 4'-4" ---" ~ 4'-8" 4'-0" 5'-8" rr-- 12'-0" C? ri ri 1(\, II ~~ I I : II ~ '-5" I I I I C';.J ri ri .. 6'-4" v -- -- -. ~- ~- 5'-11" =: 3'-11" ,r - - - -- - -- -- - - - - - - -- - - -- - - - - I-- "'f I-- 0) I-- ri I-- I-- I-- I-- I-- I-- I-- I-- I-- I-- I-- I-- I-- I-- I-- ~ ~ ~ I-- ~ I-- 3'-2" 2'-11" 12'-4" "'f r-- II I II) :r 2'-0" 6'-5" ~~ ...---1J "'f N o ~ o ri ~ ..n 1~ 8'-10" ~ <'l ri .r;., I-- ~ ~ ~ ~ ~ ~ I-- I-- I-- ~ ~ ~ 3' -5" I-- -Tl -"L- _1--< ~ 1.L........ 'V '9 ri ri - - - - - - - - - - - - - - - - - - i: I I. 1 I 1 I I-- DIMENSION FLOOR PLAN SCALE: 1/4" =1'-0" 12'-4" 20'-0" "'f to O? co ri 00, "'f \1'1 ri w () I- o Z W ~ <( I- o o LL W 0:: <( :::> o U) W ~ IJ...<(O::: .00:::0 W IJ...IJ... I-w I- <(o~z ~-0:::J ><~o:::o O:::JlJ...u O:::ozU o.."",w<( o....:=~ <(0<(1- wO:::l-o O:::lJ...wz <(zo:::o OW<(O W~(/)o l-~zZ o 0<( :::Jw-w o'O:::(/)"", <( Z..:= . ~(/)w<(z ,-,z~B:Q ;'::Qool- o(/)O:::I-es oiEo~::J 1J..."",C'.2uo.. w..:=woo.. 0:::61-ffi<( <( ,z ....J :::J~- ....J O'....J .0::: <( (/)<((/)O~ 0:::-1'- -Iw-lO -I>~zo::: <(0;:.<(0 (/) Q)~....J (J)tU~iQ Q)._ 0 w Q)(,)(/)z ~~~~ I (/) ~ 0 (J) ca a.. '-' Q) C 63 ~ - 'OJ) i:L -I ca.- - :J 10.0 (/) ~ co O~w e"CU w '-' I z: 00 1-. (/) 3 ~ '-'Zw <((Q.-1 (/)~Qo O:::N(Q (/) . 01-0 OM'*" Z ffizesu w~l8Li 0 W<(-'-' II'*t: i= ~tn~z I-I-....lLLi ::J '-'o:::~o o:::lJ...Uoo.. ...J zWo..-I 00.. 0 WO(/)S(/)lJ...z~~ (/) wZ(/)COZOO C Z I:::JzwQ~f=zo::: 1-0:):r:(/)<(0:::3:;) e" i5~o..l->wfro~ en ..... :r:W(/) 0::: . lJJ I-W~I-O:::o....J~"'" C ~g0:::3('1)ZC2...:ul COw:::J O<(:::J.....cc < W-II-~~OI-....l::C C I3Uo.. wUO:::O a: I- :::J~IZ:::JCC- 2~~8~~~D~ ~ o Z "'f .q- .q- ~ CO L() ~Ir =::JO <(en ....J <i: 0::: I- 2 o (/) (/) w o U ~R ~~ '-' C'J ('I) <:I" z('I) ('1)0 <(....J('I)('I) 0::: IJ... ~~ o .00 .~ 00 CO (/) a.. Of 0;> lJ') 0 r-- r-- <:1"0..00 0) <( <:I" <:I" 0) o ('I) C'J Z g Q ...: Of ~ I- b(/)~ E <:1"0::: ~ ~ o a5~ ~ Q)~~ 'OJ)C'J C('I)-:l- ~w ~-I.-10:::r: OIJ...OO:::J . I I- U . ctl r-- - (/)~OU~O) LJ .-1g-<:I"~~.1- lJ')Q.:r:I-WO<( O)<(a...(/)uz: 0 lJ') o o C'J C'J. o ..c: ~ ctl ~ - - - - - - - - - - - - - - - - - - - - - ,......... - '9 I, - 5'-Slh" \1'1 .....--b:!. 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() -<((/) ~~:::J 0::: 0::: SHEET NO. a... 0::: 0 () 2A 0 u W I- CD ~ 0 OF I Z (/) ~ 25 :::J (") W 0 I- 0 > LAST PLOT DATE C'J @ 0 March 02, 2005 Z - -I DIMENSION C? .q- ri STEMWALL HEIGHT (h) 0'-0"-4'-0" 4'-8" - 6'-0" 6'-8" . 8'-0" NOTE: 1-STORY STEMWALL SCHEDULE FOOTING DIMENSION d b NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (O.C.) IN STEM WALL 6'-8" 4'-0" 2'-0" 1. VERTICAL REINFORCING IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE. 10" W/ (3) #5 BARS W/ (3) #5 BARS 210# 16" 127.2# 10" 20" 12" W/ (3) #5 BARS 374# 24" REBAR NUMBER/SIZE WALL (1) #5 CONT. TIED TO EACH VERT. F.F. , REINF. BAR h" .M. TO BE TO #5 CONT. R ~:t COMPACTED CLEAN d" FiLL 1/ l/ SEE SCHEDULE r "/ FOR REINF. STEM WALL FTG. 1-STORY SCALE: N.T.S. NOTE: REFER TO DETAIL 34/S-1 FOR TYP. STEP FTG. NOTE: CONTRACTOR IS RESPONSIBLE FOR BRACING OF STEMWALL DURING UNEVEN BACKFILL CONDITION * 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. NOTE: MAXIMUM HT OF STEM WALL @ 8'-0" ~ .----------------------------------------------------~ ( 2" VTR J~ ~ I I I I I I I I I I I I I I I I 3" VTR SINKS 3" VTR Jl~ TUB W/C) LAV 2~/ TO SAN. SEWER PLUMBING RI6ER NTS. I I I I -----------------~ 8'-8" 15'-0" f3\ 40'-0" ~-y ~ 10'-8" .1 1 5'-8" 'I 16'-4" l l 8'-0" 15'-8" - ::s 4" CONC. SLAB (/) WITH 8" TH KN q rbJ TYP. @ f35\ 3'-8" 5'-4" 4'-6" ::r: 14'-4" EDGE M i;5en LSJ 3'-0" 4'-0" 5'-2" ALL CORNERS\2Vc~ _ _ _ u uu _ u_\YJ~Q'~~'- QP~~u u__ _ u __ _ __ _ ___ u _u -6:- _ )}~?_ggY'{~ ?..:~ _ u _ _ u u~_05. _} _ u _ _ u_ _ u U _ _u _u _ _ u uu U u_ _ _ _, : IJI / *' / / I r; / 77rr/;li77r7 / /. liI/ ~ / / J / ,,*V / ~ 1.,1 1/ / /~ / /.. : , V c - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -~ - - - - - - - - - - - - - -,- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -, / : : V 11/2 X J 112 " RECESS ; I ; W'DOW OP'G : / : : V @ SGD f15\ : : V1\ : / : i ~ VjNDIC ~TES FILLED CELL ~ 9 i i! ~ i ~ i : W/30PO PSI CONC. GROUT r-- ': " / I : / FROM FTR. TO BEAM NOTE: THICKENED FOOTING ~: I : : / : : V WI 1.1, 5 REBAR VERT. REINFORCING TO BE CONTINUOUS I , .11 '~ /' : V ABOV SLAB. TYPICAL THRU PAD FOOTING TYP. U.N.O. ~\.~ (bE.1 \ : : 6 : @ ALL PLACES SHOWN ~~~ -- ~ ~ : I 7'": HOOKtD FTG. DOWELS 17" ~"\~/ ~ , : / : EMBEDMENT WI 25" ~~~"'''': ~ / ; EXT. ~BOVE SLAB :: 2'-6" X 2'-6" X 1'-0" / : ~ 4j : 4" 3000 F61 CONC. 6 _AB WI f1O'\ i I i WI (3) #5 E.w. BOT. i ~ i i ~ i 6X6 10/10 W W M C~AIR 6UFFORTED ~ : ! : i ~ : : L : FER FBC, OVER 6 MIL VI6QUEEN ! li:!~ i : ~ : V AFOR BARRIER .. TF~EA TED FOR TERMITE6 : I I (1\ : ~ ~ : / : NOTE: PLUMBER TO VERIFY LAYOUT & ~~ V SIZES I I-li \2V : 1/ : :* : BEFORE CONSTRUCTIOI\ BEGINS 'I<e: : l/ I / : ~: I l/. : / " C";'J I ALL FOOTTINGS I <..;:ll ~ I ,,... MIN. 12" BELOW GRADE IZ: I / I ~ : N 10::' 1/ 7: ~: 1/ / : I IOJ: 1/ { : 27'-10" : II i 12'-2" :~ <..;:l / : 19'-11" ~ 7'-11" : rll i 4'-10112" 2'-8" 4'-7112" i g, / I -1' r , : ~ ~ I ~ i : = =i~-~--~if-~-~~ : " ',: I ,: ~ ~ / I II n I' I I :> ~ / I ..-1 'I II I' I I : I.. 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Ie, I h / T n r-- ' , 1,1 ,:: _, =-,,,, ('t') 0 :., ',- ~ ~ C";'J : : - W- - : : I L,Y :o"W 17 : ,'.:-------" : / 1,1 V ~ I ,,, o \ \: / DRfll N LI N E ~ ~ - '- ,---.: - ~ ~ ~ !. = ~ u_ - _"2 -"! _, ~ : ~__u~ : : ~,1EP D-6 Vi\r3~E / : UNC ER SLAB PROVIDED : / ,'u u u' A::i~-~-~~~ --,-, J ~ SS FOR lwrr:"! : ~ i 00 i ~ i BY LUMBER : 7 : .til: TUB _ ,-( ::1 WER4" (0 ~ ,/ I ~ rrI '/1 r5U\ : /.": ~ i ~::O'_m~~-':L~ -~~~~~~ME1'Im; _m, ,uuu u_! / i" ~ ",: : /~ : ~: ~ ~ : ='::=--=~~-^-?:':"'.":'~-~~7.':,;.;,<~~/ :r~ ~uJumuj ~ ~-:;~_-::'_~_i ~ ~ FOR ELE~:~.O:~~6" X 1'0" ~ i:; , : ~\~.H) I i ~ 77;k/ / /~ ~ ~.:~ --~ WI (3) #5 E.w. BOT.:; /: L/ I / I -- I' -------------, /'i 3'-8" 4' "" 12'-4" , 1/ I '_ I I U I I I I ~ : ~ en I / I 16" X 20" CONC. MONO. - : 17 i ~ i II ~ j ~'l ~HO~'~T~~B ~ ~ i ~ ~gN~1 (2) #5 RODS i ~ I / : 14'-4" ~ 5'-8"./ ED~E [3 1/, : 1/ : ,{ : I , O? q ~ ~Ii ~'-O" : 1/ i' / J OJ I / , ~ 00 8 ~u _____uW~QQW9P~Guuu u_j lj' <( I : ~ I / -I : T 1_ _ _ _ _ _ _ _I ....- /* J /-lfY' /. 7~ ~ II i j ; :' u - u -:- - -- - u U U - - - - - - - - - - u U U - -- ~ : / : (3\ ~uu_u_~\ / I : / : ~ 3'-2"). 6' 0" / :jt:-r ~ : .{ i I C.J. : / : r-- 2 "HIGH BLOCK : , i - - - - - - - - 1 - - - - - - - - ~ / i ~ ~~ ~~" X 12" DEEP HOStj: I j P D WI (3) BARS BIB~ ~ ,,' I ~ E.W. BOTTOM -, -r 2'-0" 10'-4" ~ / i I ~ ~ 1(2\ ~ ~ / i @6 I ~ / I\S-l ) I / S-l : / I '-----/ ~ ~ : j, ~ / ~ :/ / THICKEN SLAB ~@ GARAGE DOOR : / / ~ - u _u ___u_ ______ _~/ "1I'1It' 1,1I.. q r-- -r I.!) -r o ('t') O? ~ , I I I I 00 I , , . .........., ~~ I V I I I I 5' ~ -r ~ ~ 00 I.!) C';'J ~ q N O? (0 q 00 N 3'-2" -r I.!) 6'-2" 6'-2" 2'-0" 2'-0" 12'-4" 16'-0" 7'-8" 20'-0" 20'-0" 40'-0" FOUNDA TfON PLAN SCALE:1/4"=1'-0" q r-- l;- I.!) 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SHEET NO. 25 LAST PLOT DATE March 02, 2005 ~Il' ~ c::::J 0 ffi <( CO (J) w o '" Z o -l ::) en -l <( 0:: I- ~ o (J) (J) w o U -.J C"l LL >< COo LL<( w~ OLL t::l '" C"l ~ zC"l C"l0 <( -l C"l C"l D::: LL '" '" o . 00 .~ 0000 (J) CL 00 00 LOO~~ ~CL 00 (J') <( ~ ~ (J') o C"l '" o l- E o tIl ~ LL -C"ll.!) N eno",z 0 ~~c:jWo -5 cC"l,-.Jw.... ~-l:;~1- ~ o LLC9::) <(rl . ro~I-~(,O (/).o.::oU~rl w a. <;t ::) I- (J') Lri 8.I g: ffi 0 !;:;: (J')<(CL(/)UZ 0 LO o o '" o o \0 w f- :J 0 Ul ~ Z ..... r--. oo.....r--. - > I N Ul .J ID Ul > [IJ 0 I \0 ID Q W M \0 ~ M r--. A 0 I [lI.JM ~ U] I.J.. ..... A f-U] ~ OJ "'l, a. I ~ ~ ~ ..... i ~ o o \0 o Z ~ ~(/)~ (/)I- 0 WI-(/)w::J oZ(/):::!<l: OO-I> z~t:3:(/) <l:('\/WCl::~ ~"~Oo ~Cl::OoO 3:0wwU <l:Ll.. ----'I- Cl::O~L:5Z O::JCl::(/)~ ~~i==OCl:: ~~~~B w ~ D::: () >-LLZ ZI-O <(Z- I- ZW~ -(/)> O OZo t50<( ::)uo Z OZa: OWo I- 0:: t:: -l CL-LL I w D:::-l 0::3:<( 1'1"'1 w w D::: to..J co I I- I-I-~ Ol-U 0:: z::) . >-00. '- <(ID::: .- ~t=o 0... Z 3: U <t'D:::w O ...Jw ~ CLZO I'...(J)ZI to..J - <( (/') 2=~::) 3 CL D::: o U W ~ o I (/) ::) C"l o o '" @ OF FOUNDATION II") ('\jCf'J 0 "'- .-I .z 0"'- ~o f-('/") <(Q.. ('\j- 1'--0 ~Cf'J (0",- > <;t<( .-10 W '~ 0:: i8~ CD w--.J ~ ~ (/) o--.J w 0 0 C!:: z<( 0 >-lJ...Z --I Zf-O 0 <($ <(Z- -1 f- ZW~ -(j)> I o::~ 0 oz6 C\J - t50<( :c z :Joo L.() (!)W ozo:: oWo f- o:::f--l I $ Zr- Q..t:::lJ... I'"- ::c wC!::-l w(f) 0:::3:<( wwC!:: ~ W wO(Y) (!) roI~ f-f-w Of-o ~ - ~ --.J 0 0:: Z:J . > >-0Q.. LD ~ <( 0 >- <(IC!:: I- ~t:::o z$ N (1- z3:0 ~ :)C!::w (/) 0 w~ :5 Q..ZO (j)ZI >- W D- O -<((j) ~~:J 0::: 0::: SHEET N04 Q.. u C!:: 0 0 0 w I- CD ~ 0 OF I Z (j) ~ 25 :J ('/") W 0 I- 0 > LAST PLOT DATE N @) 0 March 02, 2005 Z - -1 ELECTRICAL PLAN NOTE5 : UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) W LL.~O::: '00:::0 W lJ...lJ... ~W"",f- ~905 W x~C!::o o O:JlJ...o L- C!::OZO r- Q..~w<( o ~0~5 Z wC!::f-z C!::LL.w W <(zo:::o '1"1 ow<(o \""J w~(j)o <:( f-~ZZ L- 0 0<( r- :Jw-w o oC!::(j)"", <( Z "" . o ~(j)w<(z l.L l:lz~EEQ W ~Qoof- O(j) 0::: f-5 0:: 0r:50~::::i <:( LL. 0::0Q.. w~woQ.. ::J O:::Of-ffi<( a <(-lz -l :J-l-.O:::-l U) o(j) <( (j) 0 ~ C!:: -l "'-;> -lw::;Jo>- -l>::;;zC!:: <(0;><(0 tJ) Q,)Q)-l (l)1U~ Q,)._ 0 Q,)(.)(j) ~ ~ ~ I tJ) 0 (l)ra8: Q,)CS] - 'OIl LL: CQ'- - ~tJ)~ oQ)w e'Co , , , , , , ", X , J~ C = ~([ =: ) / ~AN \ / 1 e.(1EWr ,I 0 PT~ V ''!----- /\ : I I I \ : \ \ 1 \ I \ ~ w l:l 0 I ~ ~ Z f-. (j) 3: (0 l:lZw <((0.-4 (j)~Qo C!::('\j(O en . of-O 0.-4~ Z C!::z<(o (j)(O..... 0 w<(o W-Lnu,.- Wf-LL:l:l II~. I- ~(j)-Z f-f-.....LU :) l:lo:::~o o:::LL.u,.o.. ..J zWQ..-l 00.. 0 wO(j)S(j)LL.z~i:5 en WZ(j)COZOO C Z I:::JzwQ~f=z.c:: f-O:)I(j)<(C!::3::J sa ~~Q..f->w~oln en ...... I W (j) c:: . I.LI f-w-lf-O:::o-lln.... C (j)l:l<(- <(..... woC!::3:('/")ZC!::....:LU _ row:::J 0<(:::J....c:s: '"" W-lf-~~Of-.....:x: C I3:0Q.. wOC::U 0:: f-O~~~~~~:E ~ 8~tn83U)tnDD Li _--1_ - 1------ , T ""- - -{ = J:< r\:([ =: ) ~ FAN III PREWIRE '+! IIOPT.I KITCHEN BATHROOM LAUNDRY ROOM EXTERIOR WATERPROOF GARAGE GENERAL PURPOSE RANGE 44" AFF 39" AFF 36" AFF 12" AFF 42" AFF 2" AFF "" \ ...... r - " 10PT.1 ~ I~ \ c - J:<r.'([ =:) I ~ - - - - - - - I~~~~W~R; - - - - - r v~ 1 ~ \ \ \ \ ! / I I (1 \ I p C=J:<~-=:+--- A FAN t, \ PREWIRE IJPT. 1 I , -/, 10PT.1 '\ 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. I TVI L. _ .J IOPT.j 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE, SECTION 905.2 6. PROVIDE AFCls (ARC FAULT INTERRUPTERS) IN ALL DWELLING UNIT BEDROOMS PER NEC, SECTION 210-12 10PT.1 ELECTRICAL LEGEND $ $2 $3 $4 $DM DIMMER SWITCH 5'-711.1' 16'-4" ~ SMOKE DETECTOR ~ FLOOD LIGHT I~ FLUORESCENT LIGHTING UNDER COUNTER SINGLE POLE SWITCH DOUBLE POLE SWITCH THREE-WAY SWITCH FOURWAY SWITCH -9- :D: d) o @ GROUND FAULT INTERRUPT ij 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 FAN } / U) w ~ I U nun TRACK LIGHTING CEILING FIXTURE c v SCOUNCE ( WALL MOUNTED) FIXTURE 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET U) I~ DOOR BELL CHIMES u @- DOOR BELL DISP DISPOSAL 0 LCJ DISCONNECT SWITCH ~ PREWIRE SPEAKER DJ JUNCTION BOX CD THERMOSTAT 0 LOW VOLTAGE LIGHTING I \ 20ELECTRICAL [@ INTERCOM SYSTEM ',W.H.,' PANEL FIELD @ , / LOCATED [EBJ GARAGE DOOR PUSH BUTTON --- 4'-8" / / 3'-2" , / U 0::: W W Z Z 0 Z O....J o -s ~ ~ ro -u......... o g 3: ttS2. 0::<( wlJ... >0 TELEPHONE CABLE OUTLET / - ---- WATER PROOF RECESSED LIGHTING BATH FAN 10PT.1 \ "" , ~, '" \ II "-- C =' J:?:~:G: =: ) 10 PT .1 P; FAN ~ PREWIRE i IOPT.i I I s- M I I / ~ RECESSED LIGHTING GFI WP \ \ - " TVI _ .J ~-----------------------i~~~~~~;\i~~-~~~~~ METER SOCKET~ ~ I i 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 11/2" RIGID NIPPLE WITH 1 2 #1 AND 1 #3 CU THW : CONDUCTOR : 1 1 1 1 1 1 1 1 1 1 \CLECTRICAL R/5ER DIAGRAM V NT5 ----------------------------------------- 5ERV/CE 51ZE = 150 AMP5 ~ -- -, --Qi--9-- - - - - ~ \ : AJTIC ELECTRIC : I ~lf__~9~~!3}_g9P_E_! \ \ ' 1 \~ \ \ \ FOR ~RAGE \ DOOR OPENER ,--------------------!()Dlrl-------------\------, - ~ - - - - - - - - ~ Tr-- - - - - -\- - +-- \ MAINTAIN ATTIC ELECT 36" FROM BATH ROOM c::=::J c==::J 00::: Ww ~f- uwe o~ ....J. Ou ....Jw w....J _w lJ... o 1 1 1 , 1 1 \ @i42" '\'fF. ,I \ ELECTRrCAL PLAN #4 CU GROUNDIN~ PER NEC 1999 EDITION HOSE BIBB BY POWER COMPANY -- SCALE: 1/4" =1'-0" -- ----- 10PT.1 10PT.1 -- - -- - - - - - -- ---- ~I)' ~ c:::::J 0 ffi <( en (j) w o l:l Z o -l :J ro -l <i: C!:: f- ~ o (j) (j) w o U -l('/")LL:x roOLL.<( w I'-- aLL. l:l N ('/") <;t z('/") ('/")0 <( -l ('/") ('/") C!:: lJ... NN o .. I I . ~ gg (j) Q.. 00 00 II") 0 r-:-r-:- <;t Q.. 0 0 O'l <( <;t <;t ~, O'l o ('/") N o Z 00 0 ~ O)l ~ f- b(j)~ II") E ~ffi~ 0 ~ <(wI ~ ~('/") lJ... ~ 5 N aso~~<( 0 ~~c:jw~ ~ c('/"),-lw ctl ctl-l<;t<(f- oLL.oj~5.-1 ~ 'ror-:-f--(O (j)~00~.-I w Cl. <;t :::J f- O'l f- .-10 C!::O:::'<( II") Cl.If-WO O'l <( Q.. (j) 0 Z 0 o o IJ) W I- :::J 0 ~ Z Ul .... t' o ci .... t' - > I l\l Ul..JIDI1l - III 0 I > \JJ ID OW['l11J) ~ ['l1 t' .-If 0 I ii: I ..J ['l1 I U1 lL .... ~ ~ ~ qJ ~ W .... ~ ~ .1- Z o o \JJ o 15 ~ v;~~ 0 WI-(/)W:::; OZ(/):::!<t OO-I> z:2=t::=:(/) <t",wo::~ c.;JM:;;:OO ~o::OOO :=:owwU <tl.L.OI;'l!l-z 0:: I-w O:::;o::(/)~ ':C!~f::OO:: ~':C!~~G ~~~~, 'Ir)@ ~'y ~ ffi <( co ~~~~ I (/)0 0 (l)CUiil'J ~c88 - 'OJ) u: -l co.- -:J .....J .. (/) b:: 00 < OQ,)w Cl:: "C U f- E ~ ~ ~-f- 8 .. v (/) w o U ~ CiS('I)U:~ ~ ~~G) w~ ~LL l'JN('I)~ z('l) ('1)0 ~-~ "W <: -l ('I) ('I) ~ Cl::LLC';'lC';'l ~ 0'00 .~ coco (/)a.. ~~ L!) 0 t"- t"- ~a.. 00 ~ 0'I<:.q-~ * 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. W LL~O: '00:0 W LLLL ~~~~ ~-O::) llJ X~Cl::O () O::)LLU I- Cl::OZU a.."",W<: O a..<<=~,_ <:0<:0 Z wCl::f-z Cl::LLW llJ <:zo:O I'r"I ow<:O \oJ W~(/)o -I- f-~ZZ ...... 0'-0<: O ::)WV,iW o~z~ o ~(/)w<:z LL l'Jz~EEQ <:000f- llJ 5V,i0:f-() 0:: or5Q~:J <t: LL"",o:Ua.. w<<=wOa.. ::) Cl::of-CiS<: o <:-l~ -l ::)-l .Cl::-l if) o(/) <: (/) 0 <:~ Cl::-l' -lw-lO -l>:$zCl:: <:0:><:0 GENERAL NOTES: 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) / 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 4' OFF ~DGE VENT ......~ ............ ... ............... . c.... "-...... , . .............. ..... .c.. ............... .' . c ~ ..... ~ . .. ............... ..... ..c ... .............. . .. c ~ .... ..... .. .. ................ . . . ... . . . . "-... . ..... . '. ~ .. .. . ., . '. "-..... . ' . '. . .. .-.............. . . .... . ~ . . . '. . ..' . . ................ - - - -~, ~ ----- ----t9~ I o <( W I ~ o o ~ ../'. ,. .... . · OFF RIDGE . . ..... . . , . . . . . . . ' . .... . . . '. . . ..c. . . . .c . . . , . ... . , . . .'c 12 /. ....- ./' . ......... ./ . ...........- .............-. .._-.......... ./. .. . ............... ....- . ../'-......... ./'" .. -'" . T /'; ...............-. .. ./..c, ...~ , ...........'.' , OFF RIDGE VENT? . . ............. .iT '. .i. 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Q" ...J zWa......J 00.. 0 WO(/)-(/)LLZUJZ V) z::)z Q"UJ W (/)00 00 Q Z I::)zwQ::Ji=zo:: f-o:5I(/)<:O:3:::J CJ ~za..f->w~ocn V)LU- <: IW(/) C::' I-w-lf-O:::o....Jcn""' 0 (/)l'J<:- <:... woO:::3=('I)zo:::cCUJ < OOw::)>-8<:::) c( 0 W....Jf-....JNOf-...J: ~~~~~~~~~ ~ 8~tn8~V,itnDD Li 2'-0" 0) o ('I) C';'l z o 0 co - . ~ ~ i"~ f~" ~ ~-~~ Ci58~~~.;:j ~ a>t"-....,w .c o.oN N U c ('I) , -l W ..... ~-l::;~~ ~ OLLCO::)U"'" 'ror-:-I-_c.D (/)~oU~...., W c..q- ::) f- 0'1 f- ....,00:0:....... L!)Q,II-WO ..... O'I<:a..(/)UZ 0 . ..... . . . . .... . . . . . . I 1 E3 CUT/SCORED 22 SH i BANDS CD RETURN 2'-0" l I D ~ U o ....J a:l LL o a. o f- ~ q FIN. FLR. to 00 --- ----'.---'" CD 25 SH o o \0 w I- - 0 ~ ~ z .... t" o ci .... t" - > I N U1 ..J ID III - llJ 0 I > \0 ID o W ['l'] \0 ~ ['l'] t" A 0 I "'40 I ..J ['l'] 0. U1 IJ.. .... II-~OJ 4:U1a, I L W .... r ~ ~ i. ~ o o \0 RIG~T ELEVATION " NOTE: 1'-0" OVERHANG SCALE: 1/4" = 1'-0" 4' OFF RIDGE VENT I f:7 I I 4' OFF RIDGE VENT 12 . 5~ OPENING PRESSURES INT. END CD @ +35.8 / -38.1 +35.8 / -45.0 @ @ +34.2/-36.5 +34.2/-41.7 CD CD +32.9/-35.2 +32.9/-39.2 @ @ SEE COVER SEE COVER I I 4' OFF RIDGE VENT 2'-0" ~~---- ./ f- Y ~~--- --- I o <( W I ~ o o ~ ... I D ~ U o ....J a:l LL o a. o f- CUT / SCORED BANDS RETURN 2'-0" o z W ~ Z u;~~ 0 Wf-(/)w::J oz(/):::!<t OO-I> z:2t:~(/) <tNWtX~ ~"~OO ~tXooO ~~w:JU ~O~~~ O::JtX(/)1l! ~;;:~OtX ~~~~G lA3 SH (TEMP) CD q ~ 00 to " FIN. FLR. -", - - \;. - - - - - - - I I LEFT ELEV A TION " NOTE: 1'-0" OVERHANG SCALE: 1/4" = 1'-0" 10" / / 4' OFF 4' OFF RIDGE ~ r----R1DGE VENT j ~ j VENT ~.~ ./ ............... ./ . """'" / . 11 OFF RIDGE V~"IT ~ ./ .. '. '.. ..' '.. '.. ~ ./ .,. ............... ./ .- . .. . '.. . ..... .,. "-... / . . -.............. ./ . u. .' . .. ..' .. ..' . . .. .... ............... /u. .,'.J ' .... ............... /' .'. u . ......,... ..u -.............. ./ .... . .. ..~, ............... /. ... u. . .., '., . . ' .. I' I . . ' , .. .................... ./ ..,. . '. . ..... .... . .... . . -.............. ./'" . n,n I ..... ... I.. '. . ' . '.. '. .... I' ....-............. ./_. ... .. T' . H. . ............... ./', . .. ..,... SHED ROOF DOW"". · ..1 . . ..' .... ... '-......... ............../.. · .... · .. · ',uOVER S.G.D. ry... ' ... .. ..... '. ...............~----" 4' OFF 4' OFF RIDGE VENT I ~ jRIDGE VENT ~.'.'~ I ............... ................. '. ... .~ I ./'.... -..............r-.............. 4' 0 FF ..............- .T .. . ............uT . ... .-.............. I /..' .. -.............. e, ................. RIDGE VENT ./ . . .-.. .. '" .. .. .. "'- ./ . .., 4'0" ... -.............. . ...-.............. ,--:/ . ............."'?RIDG-E V~~~ .'-. · . "' . u ............ ./' . ''''''..e. ..' ... ... ... N. .... . .................. /. .... .. ..... . .... """-- e . '-....... /-' T ..... ~'...... .. ............. uu '. .............. /u.u ..... . .' . ........... . . , "'-.... ..... ............ /..... . .... ... .,.... . u . ............... .-.............. /- ... _ ... ',' .... .... .......... . ..;~ ./ ... .. .... "-......... I ...., . A'''. . .T . ....r.T ......... I . .... ./. c..... ..... ......, ... . . ................. / . ..... . """-t: ____ _ _ -' .'; /' , ~.~ BB ~~D /.---..... DO I.. M. ) - " " 0) l1) N(/) 0 ......... ...., LD6 u......... I-M <:a.. N(/) t"-O ~- c.D' > .q-<: ....,0 W '~ 0:: i8~ (0 w.....J ~ :2: (j) o.....J llJ 0 0 0: z<( () >-LLZ -J Zf-O 0 <(3: - <:z- -J I- zw~ I -(/)> o::~ oz- C\J - 0 woo :c Uu<: Z ::) 0 L!) (!Jw oz- oWO::: o:::r=S I S zl- I- a..-LL I'"- I wO:::..,j W(f) 0:::3=<: wwO::: ~ lJJ ~ ooII- wO(Y) - f-f-r5 Of-u ~ - ~ .....J 0 0:: z::) . > >-0 a.. L!) ;2<(0 >- <:IO::: I-- ~!:::O z3: N Q.. 3=U ~Cl::W ~ (J) 0 w~ :3 a..zo (/)ZI >- lJJ 0... () -<:(/) ~~::) 0::: 0::: SHEET NO. a.. 0::: () 0 0 5 U w I-- ~ <.0 0 OF I Z (/) ~ 25 :J ('I) lJJ 0 I-- 0 > LAST PLOT DATE N @ 0 March 02, 2005 Z -J ELEVATION - 6" / ,,;I I I / 5 KEYSTONE DETAIL ...' ~REIZE . ............. . '"""" C ............ , >- 0:: f- Z W @J l'J Z 0:: <( W a:l \ I 00000000 00000000 00000000 00010000 @ 16' X 7' 32 PANEt==T OVERHEAD DOOR \/ I EffiJ () 0:: <( LL 0 a. @ 0 f- ~ 35 SH J t"- I ....., , ~ I~ o <( W I ~ o o ~ I 1--', l'J ~ U o ....J (l) LL o a. o f- D D I ~ o u <( 0 W ....J I (l) ~ LL o 0 o a. o ~ f- 8" TRIM~ ~ 8" TRIM 10/6 TRIM C? ~ C? 0 ..... FI N. FLR. lo,~ CXJ', ...." - ~ C? 35 SH FIN. FLR. to 00 - - - - - - - - - - -'r- - '.- @ 25 SH @ u, I"u"u, I CD BUTT JOINT ON 2 X 4 WALL W/ HEADER @6'8" BOT. OF GLASS 24" OFF FLOOR cg) 6068 SGD INOTE: ALL TRIM, BANDING I I TO BE CUT / SCORED 8" THK X 2'-0" WIDE FRAME OUT COLUMN BLK BASE TO 2'-0" HIGH. FRONT ELEVATION" r---- REAR ELEV A TfON NOTE: 1'-0" OVERHANG SCALE: 1/4" = 1'-0" SCALE: 1/4" =1'-0" NOTE: 1'-0" OVERHANG ~ v "/ / / / / / // / 1/ / 1/ / /1 / V / / I / '/ / / v/ /. > V > / >' / >' V >' / >. > > > > J3\ / 'b/' / / ~' v '" 'V ,'" /)- ,'" V"'''' / / 'tl / ~ J5\ 1/ / ~&V/:~V/V, /~/ /// V ;'// /;V /v I~ " / / /~?i'"/ / /}/ / vvS! / / /V /1// / / V/v / I~ ~ / / / / / ~ / / / / / V;( / / / / / / '~ / /1/ VV~V/~o//;<<://~~//~j,/ /~~~/I~/ H07 ~ .// /IV''W//// I~ + + + + + + + + + IV / " / / /1 ~ +", +1,. + + + + + + + + + / / / v / / // + ~+ + + + + + + + + / H09 / /// + +++++~++++ " / /-+ i ..J. -L -L -L ~ -l- -l- -l- -l- / / / / /" . / / ///0 + ~ + + + + ;+ + + + /-1 r 0 / / // / ~+ + ~ + + + ~ + + + /+ ///// / ///#/+ + + ~' + + +- + + A .H11 / ~ ./ L/ ?/ + + + +' ~ + + + + /+ . + + /1/6'4J""/V//~12"+ + + ~ f~+ H12+ - / ~ /.~ T T + + + + + + + + + !/ / / / ~ / /..J. -l- -+- ..J. ...l -L .l.. I. -L -+ / 5:. / / / 16"/ / / + OODSPAfE +~ + ~ ~/+ ~l.v + + + I / i'" / V /5;-0' + + + + ~ + ~ + + SOl + !f4~ + 1// 0/ .~ I\X / / T OODSPAfE +6 + + + I + + ~S-6~ 1" V I . / / /:/ "'X/ + + + + ~ + + + -I SOl t + I I + V // / / ~+ f+ + + + + +- + + + + + ~ T T ,. T T yT ~I. SOl ' , , + + + + + ~', + + + + + + + -+- + ~ + + + + f+ + + + +/ + ~ + -+- + + +, + , + (' + + +, +~ ~05 + + -13'-2+ + +, + + + ~. S04+ ['f I ';.- + + ~ + + + ~ + T T ,. T T \j~ ' , ,.""... S ~ I -----+ + +-c::) + + + +"" + + + ~ + + + -+ -+~ +/' <\j + ~ '" SO -+-/+ + + f+-I ~07 /, ~ "'" V+ ~ + ""* . + +" f+~ -I ~ TOl ~ ++t~++~~ ~ ~ ,. T T T ~ 11'31" I. rt~'_4;;1 I + ,1:{: T05 KNEEWALL-, ~A~ + '\t ~ b-U' \~ + ~ + + ~ I " m + +,,\ + I" + '~+ ~""Q Q ~'^ J03? : ~: -' ~ ~' " m J01 + ~ I ~V~,_ ,- ~ ~ ~ 8 81 " ~ g g ~ -, " -, -, -, f\v 9'~'~ 10'4" r8\ ~ ~ ~ ~ .' ~ ('r) ~~~ TYP U.N.C. IT] ~ :'i" f2 10~~ ,. ~ :'i" ~ /~ J03 ~ t18B1\ ~ /.~ J05 V ~ 8 S-6 26 S-7 40'-0'1 12'-8" 15'-0'1 12'-4" > ~ ~Y > ~ LO o ~ " ('f') o ~ 11 1.1# r-- o -, r-- o -, ",/ lJI r-- o -, J01 ~ ~~ H08 , j ~~~ Mid-State TrussCom pany TM Serving Florida Builders Since 1910 3125 Reynolds Rd., P.O. Box 1606 Eaton Park, Florida 33840 863-665-1309 j 1-800-940-8787 ~ 8' A" BRG, WALL 10' A" BRG, WALL ~ ~ I f BEAM BY BUIDER I I NON BEARING WALL /'FJ V YP. U N.O. 4 @TYP. THIS WALL :> 11'-0" ~ .' C"J ~ TO? K2" ~ 14'-4" HOl lX!}Il T03B 51 ",(4' '\g, + + + + + + + + '" T03B T03 ~. ~H03 T03 ~ H04 /"'" H03/ ~ / " JOE ~ I> If)' J05 y ~ v~ ~ 0,9 r-- r-- ~ r-- r-- J03 0 0 . , 0 0 -, -, ~ -, -, ~ / JOl " " ".;<,/'-x I" " -rl ('f') V LO ('f') -rl '" 0 0 0 0 0 -, -, -, -, -, 7'-8" 12'-4" 10 - / 20~0" t\~ 40~0" TRU66 LAYOUT II, III, AND (V ~OT TO SCALE ~ If)'" , . ~ :'i" ~ ~ :'i" f2 ~ ~ .' ":t ~ [?J IT] t~~~ 2 VAULTED CLGS 10' 0" FLAT CEILING CJ * 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. / ............. ,~ 8' 0" FLAT CEILING UPLIFT VALUES & CONNECTORS "X" HTS 20 1450 SPl 585 SP2 1065 HCP2 605 * MINIMUM 3" MEMBER * * REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPOXY ANCHORS TO BE SIMPSON "SET" U.N.O. ZONE [I] MWFRS f2l COMPo & L.J CLAD [2] MWFRS ~ MWFRS HANGER SCHEDULE ~ SIMPSON HGUS210-2 6 SIMPSON 6 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 MARK 0 CONNECTOR A HETA16 B HETA20 C H2.5A D H3 E META20 F HHETA20 G Hl0 H MTT28B J HTT22 K H D2A * L H D5A * M H D6A * N IUS26 P HUS2R Q HUS28 R MTS12 S MTS16 T MTS20 U MGT V LGT2 W HGT-2 5.9 ----- V ___________ -Q 0 12 ~ \~ \~. 1 ' -4 " TRUSS END DETAIL UPLIFT CONN. < 14901BS. @ - < 1490 IBS. @ - < 11741BS. SEE 5E.1jS-7 - < 450 IBS. @ - I SEE SHEET S-7 FOR NOTES ] UPLIF CONNECTION CROSS-REFERENCE SIMPSON STRONG TIE CAPACITY SYP SPF 1810 9 - 10d x 1 1/2" 1810 9 - 10d x 11/2" 600 535 10-8d 455 320 8 - 8d 1450 7 - 10d x 11/2" 2235 12 - 10d x 11/2" 990 850 16 - 8d x 11/2" RT16 1030 945 8-8d X 11/2"& 8-10d 4455 4455 24 - 16d MTS27B 4685 4029 24 - 16d 5260 5260 32 - 16d SINKERS HTT22 5370 4618 32 - 16d 2775 2570 5/8" DIA. BOLTS T02 3435 2954 2 - 5/8" DIA. BOLTS 3705 3130 3/4" DIA. BOLTS T05 4180 3594 2 - 3/4" DIA. BOLTS 4405 3680 7/8" DIA. BOLTS T06 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 3 1/2" THD26 1875/3040 1580/2365 3220/5970 ** 2705/4510 ** 30 - 16d x 31/2" THD28 2330/3965 2015/3430 1000 860 14 - 10d x 11/2" MTW12 1195 905 14-10d 1000 860 14 - 10d x 11/2" MTW16 1195 905 14-10d 1000 860 14 - 10d x 11/2" MTW20 1195 905 14-10d 3140 3140 22 - 10d X (1) 5/8" ATR W/ 5" EMBED WI SIMPSON "SET" EPOXY 2050 1785 30 - 16d SI NKERS LUGT2 2260 1945 30 - 10d 6280 6280 16-10d 5" EMBED. HUGT2 6280 6280 8-10d 5" EMBED. 2)5/8" DIA BOLTS (2) 5/8" DIA BOLTS 24-10d X 11/2" HTW20 1530 1315 24-10d X 11/2" 10 - 10d SPT22 715 8 - 10d 12 - 10d SPT24 895 10 - 10d 12-10d X 11/2" FASTENERS USP MANUFACTURING, INC. CONNECTOR CAPACITY SYP SPF HTA16 1500 1500 HTA16 1500 1500 RT7 585 585 RT3 550 475 HTA2~18 1200 1120 FASTENERS 13 - 10d x 11/2" 13 - 10d x 11/2" 10 - 8d X 11/2" 8 - 8d X 11/2" 10 - 10d X 11/2" 1245 535 605 520 W LJ..~O:: '00::0 W LJ..LJ.. ~w:2:f- :2:90s W x~o::o U O::JLJ..u O::OZU I-- o...""wO< O o...",,~,--- 0<00<5 Z WO::f-z o::LJ..w W o<zo::O 'I"'l owo<o '-I W~(/)o <( b;::6~ I-- ::JW-w o oO::(/):2: O (/)0<6j0< . W (/):2: 0:: 6 LL <-'Z_LJ.._ W ;::QOo~ o(/)O::f-u 0:: o6jO~::::::i - LJ.. O::UQ.. ......... w:2:wao... :J 0:: 0 f- co-l 0< r"w 0< Z -l '-I ::J-l-O::-l (j) o(/) ~ en 0 o<~ O::-l........ w-lO j>~zo:: 0<0:>0<0 m~~lQ' ,[(1@ ~.u ~ ffi <( CO ~~~~ I (/) ~ 0 (J)CUo...~ Q,)c@ - '0.0 IT: 9 ca.- -::J .....J .. (/) 5: co <( OQ)w 0:: "g U f- E ~ f=- ~ I-- (/) ~ ~v g ~ %..~ co8 tt~ p) ~"G) w r-- 0 LJ.. <-' C'\I ('f') ~ z('f') ('f')0 ,..J~ "(+1 0< -l ('f') ('f') ,- ~ "'" 0:: LJ.. 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FOR LOCATION BLOCK WALL , r~5 REBAR CONT. / @ SLAB LEVEL '< " F.F. , , ~ .-~~~'~';'~~-~'~~ ~~ ~.W.M. ~~~.,:I~ '!2;'1J1Hf,~ti~11)tf" . ~.I ~ ~ b ~ SEE SCHEDULE I 1\ EXTERIOR FSEARING \ S-11 } STEM WALL FTG. SCALE: N.T.S. ~ 1-STORY - FRONT WALl.: OF GARAGE 1/2" EXP. JT. ALIGN DRIVE W/ \ ' BOTTOM OF I I RECESS & PITCH :: ~~.A~~ DRIVE I I I "-:" . . . . ,.,..'t ,. . <'--"'" -..--...,---'-\.... -, '.~ . '" " "",--, .: '. ...' '-'j' ;~ '~#5 ::~. 3.5" CONC. DRIVEJ ~ w/CONT. JOINTS '. ' 10' O.C. TYP. (PROVIDE 11/2" X 16" SLOPED RECESS AT GARAGE DOOR ~;' .:.:'. .'. j : ",>~.' :;",~ ~.' d .... ." ".. , ~ J b } r 9 \ FOOTING @ GAR. DOOR \ S--11 ) J STEM WALL FTG. ~ 1- STORY SCALE: N.T.S. P.T. FURRI~G TILE ON BACKER BOARD 4" X 8" X 16" CMU \ ~ I HOLD 1" 4" x 4" x 16" r PAVER CURB IlF.F. I -- ~~, "<~. . " ,-"...., ,;..:/(,"-;,--- _ '_ ~ _ _' _ "_'~ _ _ _ _ J, 0. , . " '/ ',. ',. '" ,,; "'"'''' L-MUDDED FLR. SLOPE TO DRAIN t f..... 1. "'1, I "O:~": < '-W.w,M. ~ b { (2) #5 CONT. 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JUIN ~~~U } b ~ uris ,S.G.D. SILL DETAIL \ S--11 ) I STEM WALL FTG. SCALE: N.T.S. ~ 1-STORY 1-STORY STEMWALL SCHEDULE FOOTING DIMENSION MAXIMU ~ S EMWALL NUMBER/SIZE OF BARS LAT. F.C. SPA ING (O.C.) HIGHT (h) d b IN STEM WALL 0' )".4'.0" 10" 16" W/ (3) #5 BARS 127.2# 6 -8" 4' :J" . 6'-0" 10" 20" W/ (3) #5 BARS 210# 4 -0" 6' B" . 8'-0" 12" 24" WI (3) #5 BARS 374# 2 -0" NO :E.; 1. VERTICAL REINFORCING IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECl ONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE. #5 REBAR CON..I.; @ SLAB LEVEL EXTEND SLAB 11/2" BEYOND BLOCK FACE -~~-~:;;> ~<:f '''f'fu1iif[:'''::2~''_,,,,, .GRADE , ~H0;~~Jr~m~~--~~~"";:"._.~ :":' ~: ..::':: 7/"''''' ',";": ,",~, ~ b SEE SCHEDULE FOR REINF. - I 3 \ S-1 I 6 , S-1 PORCH SILL STEM WALL FTG. SCALE: N.T.S. - -- DOWELS" SEE FOUND. PL. FOR ~ LOCATION "\ FRA\i1E ~WALL #5 REBAR CONT, / @ SLA~ LEVEL ,/_':._'_:"_'_'::' "_...:J It:" """"\\"1 . , ", ~ < " :.:;:::::.::;;::' "'., , , GAR. 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" ','(1, ' , o 0 8F28 lB/l T @ r F = FILLED WITH GROUT / U = i.J~FILLED R = RECESSED UANTITY OF #5 REBA AT ino" OFLINTEL 'AI; ~ 8F16-1Bj1 T ~! ~OMI\J J J ~ ~ WIDTH NOMI'lJAL HEIG OUANTITY OF 5 REBAR AT TOP r!5 REBAR AT TOP / VlIN (1) fEQ'D ,.- '~I ' ,4,', .' 1.1/2" CLEA'~ -..'... ...".(- - ~::"'P;':.' -4,"'~~,"'- - ....... ......'- ... ' .... .. - ''':4:' ,.,:,: -~C,VI,U, - :......,.....:.'..:- -" . .,....- ..:.~.."'.~ .. ,'" , .' ~ ,:~; ~,:j..'1 ,.. .~. .,...' . ..... , . ..J '.. . , ....... .~. ...., , . ,- ~ROlJT -H5 REBAR AT BOTTO' OF LINTEL CAVITY \ BOTTOM REI\FORCI\ 7-5/8"ACTUAL ,..- PROVIDED 1\ LINTEL 8' NOMI'JAL WIDT (VARIES) o ,.- MATERIALS 1. f'c precast lintels = 3500 psi. 2.f'c prestressed lintels = 6000 psi. 3.grouted per ASTM C476 fg = 3000 psi wj maximum 3j8" aggregate and 8" to 11" slump. 4. Concrete masonry uniTs (CMU) per ASTM C90 wj 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 joirts. 2. Shore filled lintels as required, 3, Installation of lintel must comply with the arch:tectural and/or structural drawings, 4. U-Linlels are Ma'lJfactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforCing and groJting. 5. All liNes 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 f'eld added rebar to be located at tre bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast',n-place concrete may be provided in composite lintel in lieu of concrete rrasonry units. 9. Safe :oad ratings based on rational design analysis per ACI 318 a'ld ACI 530 10. Product Approvals: Miami Dade COJnty, Florida Nos,03-0605.05 and 03-0605,04. 11. The exterior sJrface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating, 12. Lintels loaded simultaneously with ventcal (gravity and uplift) and horizontal (lateral) loads shO'Jd be checked for combine loading with the foilowing eqJatio'l: Applied vertical load Applied horizontal load + Safe vertical load SAFE LOAD TABLE NOTES Sa:e horizontal load < 1.0 1, All valJes based on minimJm 4" bearing, Exception: Safe loads for unfilled lintels mJst be redJced by 20% !f bearing leng",h 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 total sJperimposed allowable load on the section speCified. 4, Safe loads based on grade 40 or grade 60 fie'd rebar, 5. Additional lateral load capacity can be obtained by the designer by providing addional reinforced masonry above the precast lintel. 6, One #7 rebar rray be sJbstitJted for two #5 rebars in 8" lintels only. 7. The designer may evalua~e concentrated loads from the safe load tabies by calcu'ating the maximum resisting moment and shear at d-away from the face of support, 8, For composite lintel heights not shown. Jse safe load from next iower height. 9. For lintel leng",hs not shown, use safe load frOM the next longest length shown. 10. Ail safe loads in U'l'ts of pounds per linear foot. 11. All safe loads based on simply SJpport span, 12. The rJmber in the parenthesis indicates the percent redJction for grade 40 f"eld added rebar, Example: 7'-6" lintel Type 8f32-1B safe gravity 'oad = 6472 (15) w/15% redJction = > 6472 (.85) = 5501 plf SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS ~~~ _____ TYPE LE'JGTH ___ 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 ~~~ ______ TYPE 8F8-iT LENGTH ~ 8F8-2T 2'-10' (34") PRECAST 1972 1972 1569 1569 4'-0" (48") PRECAST 1 :ifi3 1363 4'-6" (54") PRECAST 1/07 1207 1016 1016 909 929 6'-6" (78") PRECAST 835 (12 835 7'-6" (90") PRECAST 727 (23 727 591 591 530 530 11'-4"(136") PRECAST 474 494 470 (9) 470 13'-4"(160") PRECAST 418115 428 14'-0' (168") PRECAST 384 (15 410 14'-8" (176") P'<ESTRESSED 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") PRESTRESSED 137 137 24'-0" (288") PRESTRESSED 124 124 3'-6" (42") PRECAST 5'-4" (64") PRECAST 5'-10" (70") PRECAST 9'-4" (112") PRECAST 10'-6' (126") PRECAST 12'-0" (144") PRECAST ~ ~~ L~ 8R1..6 4'-4" (52") PRECAST 1635 4'-6" (54") PRECAST 1494 5'-8" (68") PRECAST 866 5'-10" (70") PRECAST 810 6'-8' (80") PRECAST 797 7'-6" (90") PRECAST 669 9'-8" (116")PRECAST 411 8" PRECAST & PRESTRESSED U-LlNTELS 8U8 8F8-0B 8F8-1B 2231 3069 3069 2231 ::l()"q 3069 1966 2561 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 N.R. NR 129 8F12-0B 8F12.1B 4605 4R05 ,::l71q 4605 2751 4605 2110 4375 1438 3090 1173 2622 2177 2177 1729 1729 1160 1245 890 1052 945 945 873 873 755 755 706 706 NR 783 NR 710 NR 548 NR 420 NR 340 NR 315 NR 250 GRAVITY 8F16-0B 8F20-DB 8Fl6-1B 8F20-1B 6113 7547 6113 7547 51R3 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 ??I1<=; ?Rt=;1 'O.,QQ,Q 1R?<=; ?l;RLt 1 l'lLt '0. ?l;RLt 1 ?il.7 ?()q'O. 1 l;::l'O. ?I1Q'O. ".,"'''' ,,"~'" ".,"'" 1 l'lLtR ",)~A '''''''' 1 ')~" ''''''il. 1()7~ .d?R ,n7~ . .DR ,n()? . ,?" "n()? .,?R ,,~ NR .,7n .q()? NR ,,~ 1 ?<=;O '7._. ,,~ N~ q,<=;O 1..?R N~ NR 7<=;0 "n~7 N~ N~ ':;q,q "4." NR NR .0,0,0 7R4 N~ N~ 450 R'id UPLIFT 8F20-1 T 'I3r20-21 5747 .0,747 4569 4569 3966 3966 3508 3508 2949 2949 2694 2694 2419 2419 2102 (11 2102 1471 (15 1705 1185 (15 1526 1034 (15 1422 936 (14 1349 783 (14 1145 723 (14 1050 671 (13 968 626 (13 897 520 (12 732 446 (11 616 393 11 531 378 (11 508 341 (10 450 8" PRECAST & PRESTRESSED U-LlNTELS 8RF6-0B 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-iT tsrL4-L I 70::\4 70::\4 ,0,591 5591 4R<=;., 4853 429? 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 (1;; 1324 (8) 767 (13 1224 (8) 637 (12 993 (8) 546 (12 831 (8) 480 (11 713 (7) 461 (lU 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 NR 1609 N" 1282 NR 1114 NR 1047 NR 884 8F28-iT ts~L1:S-LI 8321 83?1 66D 6613 0,740 5740 5077 5077 4?65 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 (lL 1268 (14 646 (12 1057 (14 567 (11 903 (13 545 (11 861 (13 491 110 756 (12 8F28-0B 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 NR 1285 NR 1092 8F32-0B 8F32-1B 11809 11809 10951 11809 8107 11809 6224 11809 4249 10127 (19) 3470 8328 (20) 5061 8825 (14) 3685 6472 (15) 3302 6390 (47) 2536 4754 (45) 4006 4006 3552 3552 2883 2883 2630 2630 NR 2712 NR 2513 NR 2047 N" 1716 N" 1468 NR 1399 NR 1222 LATERAL 8F32-iT , I:S~;;L-LI 9608 9608 7636 7636 RRn 66?7 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 115 244 402 135 2247 1321 (14 217 324 109 1993 1218 1954 1129 1874 1052 1801 872 1470 746 1225 654 1046 629 997 566 875 8" PRECAST W/ 2" RECESS DOOR U-lINTELS (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 N.R. 91 8RF26-0B 8RF26-1B 6493 9479 5924 9479 3402 7917 (19) 3174 7402 (19) 9448 9479 7239 8998 (19) 4091 4150 ~~~ UPLIFT ______ TYPE 8RF6-iT RRF10-1- QOF1 A..1T 8RFl8-iT 8RF22.iT 8RF26-iT 8RF30-iT LENGTH ______ 8~F6-2T RRF1 0- ~T Mr, A ~T 8RFl8-2T 8RF22-2T 8RF26-2T 8RF30-2T 4'-4" (52") PRECAST 905 174,Q 2635 ;;oLL 4409 5296 6183 905 17t1!~ 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1R7<=; 2525 3374 4224 5074 5924 867 1 R7<=; 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1 'O.()1 1960 Lb1ts 3277 3935 4594 675 1 ::l()1 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1?R? 1900 L538 3176 3815 4453 655 1?R? 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 10D 1bo1 aU4 2758 3312 3865 570 10Q7 1651 2204 2758 3312 3865 7'-6' (90") PRECAST 506 7q7 1462(8) 1952 (7) 2442 (6) 2931 (6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 931(12) 1301115 1640 (15 1980 (15 2322 (16 395 589 1135 1514 1893 2272 2652 (#) THE NliMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 8F12.iT 8Fl6-iT Bf12.2 I3r16-L I 3173 4460 .,17::\ 44RO 2524 3547 2524 3547 ?19? 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 (1;;) 390 655 302 485 (13 364 609 255 404 (12 303 500 222 347 (11 261 424 198 306 (11 230 369 192 295 (lU; 221 354 175 267 (lU; 200 316 8RF14-0B 8RF14-1B 3280 5206 2992 5206 1716 4567 1600 4242 3120 3120 2459 2459 1568 1568 8RF18-0B 8RF18-1B 4349 6639 3968 6639 2277 6389 2124 6639 (10) 5048 5048 3776 3776 2253 2253 8" PRECAST W/ 2" RECESS DOOR U-LlNTELS 8RF22-0B 8RF22.1B 5421 8060 4946 8060 2839 8060 (34) 2649 8060 (39 7747 7915 5743 5743 3129 3129 LATERAL 8U8 8F8 REINF, CMU 1293 642 2135 1025 1024 1830 765 763 1365 592 591 1057 411 411 734 340 339 607 507 721 483 293 98 284 89 259 82 194 63 148 51 125 42 116 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) 8R1..6 8RF6 ~~NJ~ 758 757 1365 694 693 1249 408 407 734 382 381 687 595 788 510 509 674 393 370 490 227 jTYP. TIE BEAM W/3000 P.S.I. CONC. W/l #5 REBAR CONT. r USP SPT4 W/(6) - 10d X 11/2 ;1:" ':~' , ~";' :; ';;:":::; ''; :; ';:P':: ':J~ .., .., .,.. . I .. . '"" . .. .... .., .... . ~~: ,:, STANDARD HOOKS W/25" MIN. SPLICE 1 ! " '.... : TYP. FILLED CELL W/3000 P.S.I. CONC. W/l #5 REBAR VERT. h. :, 1 I " , ..... .. ~ INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL ~~: :, 1 II " , ',... ... I: ' r:' 8" C.M.U. 1 I " '.. 2" X 4" P.T. W/ (3) 1/2" X 8" "J" BOLTS OR (3) 1/2" X 6" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS (8) 2 7/8" HIL TI TIX-DNI NAILS ~~. " : ' 1 ! " ..... .. I.: r.... : .. ,...... .. ...... .. ,..... .. . .,. :: "t" :;..' ..: ,.;." i,. ..;.~ ~ , '.'. . ' , " , , .;~ . ..... , ..... . ..... , ...... . . .." ... ' J' '.. .. J. .... . .." ., .. .. . '...... . ,,'...... . ,,'...... ' ':'" - FRAME (EXT./BRG./SHEAR) WALL \ TO MASONRY CONNECTION DETAIL I SCALE: N.T.S. I , 3 S-2 LINTEL BEAM: .~ 1 COURSE LINTEL . BLOCK W/ 1 # 5 . BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) JIII) LmII NON-SHEARWALL SEGMENT ,. I 111111111'11111.' TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. CONC. SLAB OVER 6 MIL V.B. OVER CLEAN COMPACT. TERMITE TREATED EARTH FILL REINFORCED WITH 6x6 Wl.4XW1.~ WWF \ FILLED CELL: FILL BLK. CELLS WITH 3000 P.S.I. jGROUT O~E #5 @ LOCATIONS SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN. MIN. LAP 25" (ACI 530) TOP_OF SLA_B-$ ~OTE: SECTIOr-.. BETWEEN DOWN RODS ARE CONSIDERED SHEARWALLS UNLESS OPENINGS ARE BETWEEN THEM. +--- ....;.~-'. ' " .... 'I .4" .. . ~ II ' ~..~.~..~..' " " 1<, I \ - 2"\ TYP. SHEARWALL SECTION S- V SCALE: N.T.S. - -- I 5" REBAR SPLICE DETAIL , S-2 I SCALE: N.T.S. PRECAST "u" LINTEL Wj 1-#5 CO NT. IN 3000 PSI CONC. @ OPNGS. 6'-0" & OVER. PRECAST "U" LINTEL ALL OPENINGS UNDER 6'-0". HURRICANE ANCHORS\ (TYP.) ~ ~ , 'J,r:..:.:..',t.:..:....~ ',1 , ,~'.. ..":", ,~"7:' ,~:, ,.~'7: ' - ..,.." - ~ I _ , SPLICES 25" MIN. LAP (ACI 530 ) ~ 10" IIHOOK 'I ":; ~:== ~.:~ ~~~ ~':~~.~, ':" .~ , . _~, ' ..:1 ' _' ,~' , ~'.:L~ " I' ., ~D II l.::, I r..... - , .' ~.. - , I. ~ , ,',~' I. ",." ',~ ,'. ',~" ','" , . ~ ','.. ...'~ ~,'~ ~,'~ ~,'~ I:o,'~ - ~ -'~'-'~'- ~ -' , ~5 I I , . ". ,II , . ".' . ',1 , JI. , ,1 . . .. . . . I I I h ':. REBAR BOTH SIDES FOr. '. " '.~ ':. OPENINGS 6'-0" OR MOR "c' " ~.> I I h ' " : '.: I I i,~ '. I ,.,:Ir-l ',~.:'I~ l<. ',. ! ':: ',: I h: ':, I I I ~.. ., I 1 E..'. I I 10, too, I I I [, . . .. UI ,.~ I.' , r' .. I I I I I I I '. I '. ":. .. I l.::: . I 1 " I ~;' . . . . . . , . , . , . , . . , . , ':1 ' . ." . ~" , ." ~"..". "'" , ~" . ~" . .,. . ~.., . ~" . ." . ~" . ~" . 10,. . ~" . ~,,, . .,. . 10, , , ~' "', , ~' ~.. ' ~'., ~'~..' ~' ., , ~' 10, , ~' ~, ' ~' 110, ' ~ '., ~'...' ~' ~, , ~' 10, , .I' ... ' ..' ., , ~' ~, .. ~' ... ' ~' ~, .. ~' ., ' .I' I '., . '.to.. . ' 1Io,'C:::;:::;, . "~,' ',~.. . '.to, . "10, , "110, "~,' "~,' "110,' "',' "110,' ',.,C::::::;:... "110, . ...... "., ' ' " ,.", . ,'\'.. "" ",,. .", ",.. "" "" ."" .", "" .".. ..".. .", ."", .", ..".. "" ., ~ SEE FOOTING DETAIL TYP. MONO. FTG. J SEE FOUNDATION PLAN J FOR LOCATIONS .-. I , 1 S-2 \ BLOCK WALL/REINFORCEMENT I SCALE: N.T.S. #5 REINF. ~ BAR ~ -<;. -Q>., '\ I, 10" #5 STD. 900 HOOK SCALE:l"=l'-O" 20" MIN. LAP l' l' L#3 OR #;'REI~'FbRCING BAR #3 & #4 LAP SPLICE ~ 25" MIN. LAP ~ 1 1 L' ~___ ___ ___ ~~ ..v vvv. .... .... '-#5 REiNFAORCiN"GA BAR #5 LAP SPLICE ~ 36" MIN. LAP ~ 1 1 .....J<. n~A?~~>"~~ :~~ ?)9~":..'9'-"~s"~s:r . #6 REINFORCING BAR #6 LAP SPLICE TYP. BOND BEAM 8" X 8" X 16" K.O. LINTEL BLOCK FILL W/3000 P.S.I. CONC. Wjl #5 DIA. REBAR MIN. LAP 25" (ACI 530) I STD. 90 DEGREE ANGLE 3000 P.S.I. CONC. Wjl #5 DIA. REBAR MIN. LAP 25" (ACI 530) INDICATES FILLED CELL FROM FTG. TO BEAM WITH 1 #5 BAR MIN. LAP 25" (ACI 530) I I I 8" x 8" X 16" C.M.U. I I TYP. DOWEL 25" MIN. LAP (ACI 530) -11111 III = - - - - - - - = - - - - = ~ - - - - ~ - - - - - ~ - - = - ~ - - - - - - -- =- - - - - - ~ - - - - = - - = X@ = -- -- =: -- -- -- - -- = -- - - - -. - - - - -. - == - - - - - - == - - - =: - - - - - - - = - -- - -. -- - -- = -- - - - - - - - III - II 111111111111111111111 I111111111111 1111II II <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 MII\IMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. @MIN. -- -- -- -- - -- -. - - - - - -- - -. - - - ----- = - -. -- - - == -- - - - - - == - - - -. - - - ~ - - - - - - - <D I11I11 il (F) FOR ELEV. 1 ~- ~OR ELEV. 2. 3 ~ FOR ELEV, 4 II: I LINTEL PLAN N,T.S. 10'-0" T.O.L. .,.. ." .".." 10,..,."..,... ~" .,.. ...' 10" '. - 'j . , j' . ',' . , j' . , 1'110 , I'. , j' '" . , , ,:.. ., ' , 110" . ." . ." . ." . .,.. . '" . ." , ..., , to" . ',' ..' .I.' ,~.. ' .I.' ...' , ~.' ...' , ".' ,..' , ~,' ..... ' ~.' ,10., , ",' ...' , ~,' ,"" ' ".' .., , ".' ,., , " , " - , , ,. ,..". 10" . ." . "'" , ." . 110.., , ..., , ." . ..., , ~" . , ....' ~,' ,.,'.' ~.' .....~' ~.' ":.' .I.' ..:.' ".' ....'.' ".' ,1Io,"~' .... ",".' ".' .10.,., ",' .~,'.' .I.' .t.:' . , .. '::,,:,,:. '::..:.:. ',':"::'. '::,':.:. '.':"::'. '::::.:. ':::::'. ':::::'. '::..:.:, ':::::'. '.::: .. .. ','.. . '. ','" .., ".,.... 10,.,. . '" . 10,.. . "'..' . 10,,. . t.... . t." , "..' . .," .., , " " , '. , '. , ". . ' ~ .. '. , ,,~ .. '", .. '. , '", , .," , " ','" '. . . , , . , , . . ,. ..,'...,'...,'... LINTEL COURSh." . . ,'. ' . ,'. . . ,'. . . .. '.I. :"". .."". ,.,'.." " ., ~~:,'~.:"", .",'.. .." ",." 8'-0" A.F.F. " 8'-010 B.O.L. , '.,. . , " ,,~' ','" ~ ' , . ." , 10 .... .,.,. , ,,. . ~" ",'. ~ " , , ...' . , DOOR OPENING , , ' , ',... , . , , .. ~ ' . . , , , ' I , 9E \ LINTELS AT ENTRY DOOR w/RAISED ENTRY S- 2 I SCALE: N.T.S. -- 10'-0" T.O.L. , , ..., to.... ..... ..., .,....", ".... , ...' . ." '.., ." '" ',' , . , '. , '. " ' '" .. 't. , ". , '. ' ~.. . " , ,.. .. .., .,.. . ..... . ...,. , 110,.. . 110" . ~" . .,.. . ~" , 1:0" , I" . , , ."".' :," ' ",' ..... ' ",' ,..' , ~.' ..... ' ",' ,..' , .I,' ."''' ' ".' .... ' .I,' .110, ' ".' .." , ".' ,110. ' '. - . . 11111/111 f-- f-- f-- f-- f-- f--- t=: f-- f-- f-- f-- ~ f- f- f- f- f- f- f- t= f- f- f- f- f- t= r-- f- f- f- f- f- f- ~. @ @I~ II! IIII I! (9H\ LINTELS AT ENTRY DOOR w/RAISED ENTRY \..S-2 I - ,. " ~" . ".... , ".., . ~.." , ...' . ." , ~" . ." , "" , ~". ,. .: "i: . , ," . , " " " " . , " " , " . , '", ~ " . , , ~ , " . , " . " ~: j ',:, ,. '," . . .... ' . '," . .' LINTEL COURSc-," . . .,'. . . .,'. . . .,'. " ':',' , . ."". .1:0,"... ,110:"... ...".... " ., ":- ..... ' ~, ,1:0.".., ...,'.. .." . , ., 8'-8" B.O.L. 8'-0" A.F.F. '. .. ",'" .,..... .' . 't... '110, "..... ',' ',:: ": ' ~:: ,,:' . .: , , ..,.. , ~ . t. . !I... ., 1:0, . , , , ,.. 10 ~' ','" ~ " , , ." . 1:0 , , DOOR OPENING 110,' .. , ' , , , ','" , 'I " .~: ~ . . . , , SCALE: N.T.S. w () I- o Z w o ;:: o ft w 0:: <( ::J o if) w ~ lJ...<(0::: '00:::0 W lJ...lJ... ~W"",f- O.::::Z ~-O::l x~o:::o O::llJ...U o:::ozu o.."",W<( o..'::::~f- <(0<(0 wO::f-z o:::lJ...w <(zo:::o ow<(o W~<f.lo f-<(zz of-o<( ::lW-w oO:::CI)~ CI) <( Z . W<f.lw<(z (;lZ~8:Q <(000f- 5u; 0::: f-5 o~Q~:J lJ..."",o::Uo.. w.::::woo.. O:::Of-ffi<( <(-J~ -J ::l-J .o:::-J oCl) <( CI) 0 <(~ O::-J-..... w-JO :J>~zo::: <(0;><(0 ~~-J en 10 ~ CI) Q) ,_ 0 8J (1)(.)CI)Z ~ ~ ~ ~ I tJ) 0 ~ enCU1t(..? (1) c 5] ~ - 'oj) u: -J ca -- -:J ~ .. tJ) 5:: CO <i: OQ)w 0::: "C u f- E ~ ~ c+J~~ t3 ~b ~8 8:~ r-+ ~..w wi' 0 lJ... (;l N ('1') <;t z('1') ('1')0 <(-J ('1')('1') 0:::lJ... NN ~~~~ CI) 0.. CO CO l.f)0 r-:..r-:. <;to.. 00 (9c-0"l<(<;t<;t ~ry c::::JO <CCO . ~ (j;) ~ G8 J:) w (..? 0 I ~ ~ Z f-.<f.l 3: <D - (;lZw <(<D~ <f.l~Qo O:::N<D enz . of-O o....t~ ffiz5u w~18ii 0 W<(U:(;l II~. t= ~tn-z f-f-.."UJ :J (..? 0:: U is 0:: lJ... U. 0. ...J zW~-J 00.. 0 WOCl)S<f.llJ...z~~ en WZ<f.lCOZOO c Z I::l OWf=zo: f-ozwu;-J0:::3:J 5:2 lL. Z ::i ~ :> L'5 0 0 c:l en o <( 0.. I W <f.l 0.. 0: . I.LI tn~<i!t::O:::oCi!c:l: c w'""'O:::3:('1')zo::: '41 oJ CO 5] ::l 0 <( ::l cC <c ..... w-Jf-~~Of-..,,::t C I3:Uo.. wuo:o 0:: f-O::l""'IZ::lcC:;:; - O:::'::::f-(;lO:::Oo: 0 2 ~ tn 8 ~ u; tnDD Li ~ - -- - f=. f-' f- f-' F l=- f- ~ f- f- f- f- t= f- f- f- f- t= r-- f- f- ~ f- r-- f- f- t= f- f- f- t= f- f- f- . 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Z Zf-O - <(Z- I- z:w~ -<f.l> O Oz 0 t30<( Z ::lUO oz- OW 0::: o:::f-O I- 0.. t:: u:: ::c ~~n~ Ci! wwO:: o COIf- _ f-f-~ Of-u 0:: Z::l . >-00.. >- <( I 0::: ~t::0 0... 3:u ~o:::w O -lw~ o..zO () Cl)ZI -<(CI) ~~::l SHEET NO. 0.. 0::: o U w ~ o I CI) ::l ('1') o o N @ S-2 OF 25 LAST PLOT DATE March 02, 2005 DETAILS .--PROVIDE 2X4 MIN. BLOCKING AT SEE r-- AK:OOF J~ <t OF HIP/RIDGE, TYP.BETWEEN TRUSSES PLANI ~ ~ SHEATHING WI (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. 2X4 BLOCKI NG- BETWEEN TRUSSES *DIAGONAL SPACED AT 15'-0" O.C. MAX =-- ~-' " hN~ ~I ,/ ~ ~~'\ ~ \- - _:-) X-;-- BLOCKING ~'6~ :) , ~ "- ~ MINIMUM 2"x4" I '\..... CROSSBRACING (SEE PLAN FOR LOCATIONS) - '\ :::::: - - . -- - - . -,- ;- ,; /; ~ - - I - '- - 1 - - -. 1 , --- 1 -. -_ 1 --. ,~~ - I - '\ - - - - 1 1 V~ . . (3) 12d VPER JOINT 1--1 CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN- INSTALL BLKG. AT TRUSS WEBS FOR NAILING 00'\ 00 t:< ~CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB CROSS BRACING DETAIL (TYP.) NOT TO SCALE - - (2A \ \.. 5-3 I .- I 2 \ S-3 ,CROSS BRACING DETAIL (TYP ) I SCALE: N.T.S. - G.C. TO PROVIDE BLOCKING TO COMPLY WI APA RECOMENDATIONS FOR SPAN RATING OF .- 7/16" OSB. ** ALTERNATE SPAN RATED 32/16 PLYWOOD MAY BE USED 20'-0" MAX 20'-0" MAX, "X" BRACE SEE CONTINUOUS BOTTOM CHORD DETAIL 2/S3-~ r BRACING 2 X 4 MIN. SEE DETAIL 3/S-3 ~ \ / ~ \k / E( , - - - - I'X . /' 5' I~~ <;t f2B'\/ \23l ~ Vt'\ A /' 1'\ 1- ~ --~ ----'" ----- ----V --~ -~ I~ i-- C?b< o~ '""" C?~ ~~ ---- C? ~ ---- q ----~ ~ ~ q ~ <;t 5' ---- <;t 5' <;t ---- 5' ~o.: ~~ T--- <;t 0- W >k ~~ o z W n... I >k / b( >k 0- W L TOP & BOTTOM CHORD GABLE END BRAClr--G @ 4'-0" O.C. MAX, FOR FIRST (4) ROWS OF TRUSSES I 4 \ 5-3 NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRAClr--G THAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PER\11ANENT BRACI~G PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. ,REQUIRED MINIMUM PERMANENT TRUSS BRACING PLt N I AS PER HIB 91 REV. 7/19/03 SCALE: N,T.S. TFIUSS 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 lYP. TRUSS BLOCKIr\G DETAILS TYP. HAND FRAMING ABOVE TRUSS--, CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. MAY BE NAILED wi MIN. EACH DIRECTION TYP. U.N.O. (4) 12d WHEN IT LANDS NEXT TO PRE-ENG. TRUS -2x8 BLKING. NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED wi (2) USP MTW12 W/ (14) - 10d X 11/2" EACH /1.-2X4 BLOCKING \\BETWEEN EA. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. ..... A MAX & EACH END ALTERNATE I DIRECTION TYP.~ I .7 '\. I \ L I ~ ~~ \ X ' VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR USP RT7 OR HCLR/LL W/ 8 - 8d IN PLACE OF (4) 10d .~ 11\ \ I"......"",~V r-'-~~ ~ ~~ ~~ * f- L-** ~ COLLAR TIE />- 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~-- ~7 / PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOr CHORD AT ALL HAND FRAMED AREAS TYP. / DIAGONAL...... AT 8'-0" "'" MAX '7 4!. * 2x8 #2 SPF RIDGE BEAM ** 2x6 RAFTERS @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM - - .. X -,--- ....... --~WOOD '- " ,...., ~ TRUSS X / ~~ .ig~6R~J ~ __ A-A ALTERNATE BLOCKING 9 ,DETAIL @ INTERIOR BEARING , S-~ REV. 8/3/04 - I >- l x x I .7 -I "'A CONC. MASONRY STEEL OR WOOD BEARING SUPPORT x -- '-WOOD TRUSS! PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 3/4"-1'-0" SCALE: 3/4"=1'-0" SECT. A-A ~I!A TRUSS ~~ ~~ ~ / ~ 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 ,HIP fRIDGE BLOCKING DETAIL , S-3 IREV. 7/18/03 3/4"=1'-0" - -A.r - ~ g ~ 7/16" O.S.B. EA. SIDE 2X BLK'G. TO O.S.B. W / 2 - 8d EA. END - -A.r - EDGE VIEW - WHEN REQ'D RECESSED PRE-CAST LINTEL 8" D BLOCK TIEBEAM_ W/ 1#5 REBAR U.N.O. ~ NOTE: MAY CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS TO 2x8 -l -l <l: ~ :::) ~ u t:- O ..-1 o l- n... :::) I I I "" 1""1 "'- >/ //~ ~/.f:/ ~~W/(2)16dTOENAIL~~ : .78 EACH END ilL ~:7 /16" OSB W/ 6d NAILS @ ~~ 16" O.C. TO SIDE & TOP NAILER ~ 2x4 SPF CONTINUOUS BLOCKII\ ATTACHED TO 7/16" OSB WI (2) 8d NAILS. SEE DETAIL ABOVE I I I I I I I I I x8 P.T. W/ TAPCON HW4-23 (1/4"x2-3/4") @ 12" O.C. MAX I 1 I I I I I I I I I I I SCALE: N.T.S. PRE-ENGINEERED OVERLAP TRUSS BRACING WOOD TRUSSES \ AT LEAST ONE TRUSS SPACE 6" OVERLAP \ I. . LMINIMUM (2) 16d PER JOINT\ r ~MINIMUM 2"x4" SPF OR * SPACED AT 15'-0" MAX SYP TRUSS BRACING ~;.. TRUSS BRACING OVERLAP ~ DETAIL (TYP.) S-3 SCALE: N.T.S. - -A.r- :8: ~ ~ 7/16" O.S.B. EA. SIDE 2X BLK'G. TO O.S.B. W / 2 - 8d EA. EI\D 10'-11%" MAX WINDOW OR DOOR OPN'G fiO\ DET. @ ARCH WINDOW FRAMING , S-~ CMU WALL 3-17-04 - -lJv-L- SEE 6/S- FOR CONN. EDGE viEW (3) 16d \ COMMON 1 NAILS(TYP) ~ ---- \\ ""-HEADER PER LOCATION '//.." " ~///~ ~~~'i, ~ ;';// ~VV:'/; 7/1611 OSB WI 6d NAILS @ ~~ 16" O.C. TO SIDE & TOP NAILER ~~ 2x WI (2) 16d TOE NAILS ~ EACH END TYP. 1\ 2x4 SPF CONTINUOUS BLOCKING ATTACHED TO 7/16" OSB WI (2) 8d NAILS. SEE DETAIL ABOVE ~ , 7'-0" MAX WINDOW OR DOOR OPN'G I 11 \ DET. @ ARCH WINDOW FRAMING \ S-3 I FRAME WALL 3-17-04 SCALE: 1/2" = 1'-0" - INTERIOR FASTEN TO 2x8 A w/ 16d @ 32" O.C. II.A~~,M / A'\f ~ ''J FASTEN TO 2x8 ---./ l~~:~::C--'_.___? X 8 PT. W/ 1/2" EPOXY w/ 16d @ 32" O.C. t~::rd'~ BOLTS OR A.B. AT T & B 32" O.C. MIN (4) BOLTS GARAGE REF: POURED CELL __t::r~~...--- EXTERIOR ----vv-~ ---- CMU WALL _ PLAN VIEW I 13\ FRAME ENTRY TO BLOCK DET. \2Y SCALE: 1/2" = 1'0" W u..~0:: '00::0 W u..u.. ~W""I- ~903 W x~o::o () o:::)u..u o::ozu I- n...~w<l: o ~0~5 Z wO::l-z o::u..w W <l:zo::o r~ OW<l:O \"J w::S::(/)o <C I-~ZZ I- 0 o<l: :::)w-w o O~~~ o t{3(j)W<l:z LL 0z~EEQ <l:OOol- w 5v;0::1-5 0::: o~Q::S:::J <C u..""o::uo... w""'wOo... :J O::OI-ei3<l: a <l:-l~ -l :::)-l .o::-l U) o(/) <l: (/) 0 <l:~ O::-l........ -lw-lO -l>~ZO:: <l:0:><l:0 ~~-l ~ (I)1\; ~ ~ ~ oCt ~'u ~ ~ <( CO ~~~t{3 I en ~ 0 (I)<an...0 Q) C 5] ~ - 'OJ) u: -l ca.- -::::) .....J .. en 5:: co <( OQ)w 0:: "CS u l- E ~'4>- ~ f.) V (/) W ~ 1f7d) g C'i ~ >< ~~ co 0 u.. <l: ~)~/ ..; wI'- 0 u.. t!J N C'i <:t z C'i C'i 0 <l: -l C'i C'i 0:: u.. 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(4) - 12d NAILS TYP U.N.O. BOTTOM OF r BOTTOM CHORD $- 2x AT EACH TRUSS T SEE ELl: V $- DOUBLE 2X TOP PLATE CORNER USP LSTA12 w/10-10d NAILS B (2) 6d NAI LS T&B @ 16" O.C. A SEE $- ~(2) 2x4 SPF CONST GRA 2x4 SPF CONST GRADE @ 16" O.C. -----;-t-- ~ 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 SCALE: 1/2" = 1'-0" FRAME CONNECTION NO. 14 FLAT HD WOOD SCREWS @ 3" FROM EA END & 14" O.C. (3 SIDES) MIN. 11/2" EMBEDMENT MASONRY CONNECTION 3116" TAPCONggl 3" FROM EA END & 14" O.C. (3 SIDES) MIN. 11/2" EMBEDMENT TYPICAL FRAME: 0.187" x 1.75 x 1.125 THICKNESS = 0.062" wi EPDM RUBBER WEDGE " " " " " " " ~ " ~ ~ , , SQUARE JOINT PLAN I !, 1 I 1 SEE FLOOR PLAN MITRED JOINT NOTES: 1. ALUMINUM ALLOY 6063-T5 2. GLAZING TO MEET ASTM E1300 3. DESIGNED FOR AREA = 10 TO 100 S.F. (INT. ZON 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 . , I " ' lOd @ 8" D.C. STAGGERED EACH MEMBER (TYP,) r CRIPPLE STUDS @ 16" O.C. BETWEEN HEADER & TOP PLATE WHEN APPLICABLE W/ USP SPT22 AND USP SPT24 TOP A~D BOTTOM EACH STUD (2) 2X12 NO.2 SYP HEADER w/7/16" OSB SPACER UNLESS NOTED OTHERWISE ON PLAN BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT (2) FULL-LENGTH STUDS AT EACH SIDE OF OPENING TRIMMER STUDS: (1) REQ. EACH SIDE OPENINGS UP TO 6'-0" WIDE (2) REQ. EACH SIDE OPENINGS 6'-0" TO 12'-0" WIDE FRAMING AROUND OPENINGS SHALL BE No,2 OR BETTER SYP SEE PLAN FOR ADDITIONAL SECTIONS REQUIRED (2) 10d TOENAILS OR (2) 16d ENDNAILS EA. STUD NOTE: SEE PLAN DETAILS FOR CONNECTIONS THAT MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES 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 (2) 2X12 No.2 SYP HEADER w/7/16" OSB SPACER UNLESS NOTED OTHERWISE ON PLANS BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT , . >, ' r ], I . I . , I " ' lOd @ 8" D,C. STAGGERED EACH MEMBER (TYP.) (2) FULL-LENGTH STUDS AT EACH SIDE OF OPENING UNLESS NOTED OTHERWISE ON PLANS TRIMMER STUDS: (1) REQ. EACH SIDE OPENINGS UP TO 6'-0" WIDE (2) REQ. EACH SIDE OPENII\GS 6'-0" TO 12'-0" WIDE FRAMING AROUND OPENINGS SHALL BE NO.2 OR BETTER SYP USP MP34 EACH END, TYP. - DBL. 2x4 SILLS FOR WINDOWS CRIPPLE STUDS @ 16" O.C. W/ USP SPT22 AND USP SPT24 EACH STUD (2) 10d TOENAILS OR (2) 16d ENDNAILS EA. STUD NOTE: SEE PLAN DETAILS FOR CONNECTIONS THAT MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES TYP, FRAMING '6) WINDOW OPENING SCALE: N. T.S. 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W""'WOD.. lYof-~<( <( Z............J ::).....J-lY.....J OU) ~ U). 0 ~<( lY.....J"- w.....JO :J>~ZlY <(0:><(0 (/) (1)Q).....J (J)1U~ (1).- 0 (1)UU5 ~ ~ ~ (/) 0 CU g: (J)co (1) "'1'1 ~ - WN Ll.. ca.- - ...(/)~ OQ)w e"Cu w <.::l _ 0 I ~ N Z f-. U) 3: (J) <.::lZw <((J)rl U)~Qo lYN(J) lJ) . of-O OM'*!: Z ffizC)u w~~ri 0 W;:::u::<.::l II=l:t:. i= ~U)-Z f-f-...IIJJ :J <.::llYUO lYLl..l.I..o.. ...J zW~.....J 00.. 0 wOU)5U)Ll..z~~ lJ) WZU)coZOO .0 Z :r:::)zwQ~i=za:: <.:J f-O<!IU)<(lY:=:J ;A Ll.. Z ..J f- :> WOo c:c v, O<(D..IwU)D..a:: . UJ f-w.....Jf-lYo.....Jc:c.... C U) ,,., <( - <(...I w'-'lY3('t')ZlY 'IJJ oJ COO::) 0<(::)<< ..... w~f-~~Of-...IJ: C I3:UD.. wua::o ~ f-0~~~f3~~:e 0 8 ~ ~ 8 3 U5 ~DD ii TYP. 8" MASONRY WALL/LINTEL GIRDER 8M. OR WOOD TRUSS (WOOD TRUSS SHOWN) LD o "- ri U"- f-('t') <(D.. r'--O CD"- ot;;j"<( riO '~ ~~ NCI) 'z L!?o N- ~CI) > w 0::: NO SCALE REV. 10/10/00 PJM UPLIFT CAPACITY - 1890 # SEE SCHEDULE iQ ,= Id" ~ <( a:l U) w o <.::l Z o .....J ::) CO .....J <( lY f- ~ o U) U) w o U 058 tt~ wr'-- 0Ll.. <.::l N '" ot;;j" Z '" '" 0 <( .....J '" '" lY Ll.. N N o .00 . ::2 00 00 U) D.. C9 CIjl LD 0 r'-- r'-- ot;;j" D.. 0 0 O'l <( ot;;j" <t '-~-- ...: f- E o II) II) ~"'LD- COON Illr'--ri 'o.ONN.....J C:"'<d-<( ~.....JrilY~ 0Ll.. 00::) U 'cOr-:-f-_CD U)~ou!:!::ri w a. <t ::) f- O'l f- riO lYlY'<( LDa.If-WOO O'l<(D..U)UZ o o IJ) W f- ::J Z U1 o ci - > U1 ..J - OJ > o ~ ~ 0 C. I ~ ~ ~ ill i- W ~ o ~t' .... t' I N ID III o I IJ) ID ['t'] IJ) ['t'] t' I ..J ['t'] u. .... ct OJ C. I .... 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(' ~ '0' . ~o~ . .. ,....... ,. 16" L \ W/2500 PSI CONC. W/2 #5 DIA. RODS ., MIN. LAP 25" (ACI 318) INTERIOR BEARINGsEE FOUNDATION PLAN ~W IUPLIFT , 5-6 2 ROWS 8d @ 6" O.C \ /;(2) SYP#2 TOP PLATE 8d NAILS @ 6" O.C~ ROOF OR TO BLOCKING \ r FLOOR SHEATHING :f+1 I I I~ X (2) 12d NAILS~ l7 .. TO BLOCK~ING USP- t1' TRUSSES SUH24 ~ I~ 2X4 BLOCKI~ = - - :8 S~R~C~U~;L SHEATHING AT EA. ROOF ____ .........-j (MIN. 7/16"). NAIL w/l0d @ PANEL JOINT AT USP SPT24----- I ~3" O.C. EDGES STAGGERED 48" O.C. MAX @ EACH STUD V- & 6" O.C. INTERIOR - EXTEND . 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" a.c. W/#3 PT SYP @ EACH STUD :;1 BASE PLATE '~4'~~4'~~_~~_~~./~'= :I~'= SEE PLAN FOR DIM . j .. ; .. ; .. ; .. ".. ;11.. . ......~..rl., =3 k)>'::' ; \~'~~'-;">~'_:"'>~'_:"'>'~'_:,->.~'_:._~ - z ',... ,..a... tI,. oil. ',.... '.. '." '." N _ '. . 'P . ~'. o:.t'. '~>."/ -ri ~ ..;..;..;~y 4"1 16" l?1---- SEE FND. PLAN I. II FOR FOOTING SPECS. INTERIOR SHEARWALL @ TRUSSES I 18 ,STEP-DOWN, WALIL TO TRUSS , 5-6 r\0 SCALE REV. 9/30/03 AS SHEAR CAP. 500#/L1N. FT. LSTA12 EACH SIDE @ EACH END OF WALL ~T~~) I SEE ELEY. PRE.EI',GI'JEE"IED WOOD ~RUSSES @24"0/C LPlIFT COI','JECTOR (SEE SCHEDULE) / r DOUBLE 2"x4" TOP PLATE 7' .J / 2"x4" S,UDS @ 16' O/C ,,_ ~CR""CT AS" Qcm, APA RATED ST:':T:::LS:::TE:'N:TL~' ~7~ MI'J 7/16" FASTl'JED TO TRuSSES WI :c, ad COMMO" W:RE 'AILS @ 4' O/C BOL'JDARIES 6" O/C EDGES & 8" OIC FIELD _~_ S',MPSO' S?l @ EA, ST\,;D - ~ ~ 2"x P.T, PLATE':'--:: t\ '- MAIl', SPAN ROOF TRLSS 1/2' X 8' "J" BOLT @ 24" OIC MAX 8"Xa"X16' KO. BLOCK WI 1 #5 CON;../ ' A'.JD FILLED WI 2500 PSI CONCRETE / 1 #5 VE'n, IN CONC FILLED CELL --.J '.. _ WI STD, 90 HOO~ I'.J K,O. BLOCK L.- r 4 \KNEE WALL ABOVE MASONRY WALL DETAIL ~ SCALE: N.T.S. UPLIFT CO"NECTOR (SEE SCHEDULE) - i\ TYVEK I ~/ITAR PAPER WRAPPED 6" V UP EXTERIOR FRAME WALL AND SEALED BY TYVEK INSTALLER DECO FINISH WI V STOP VULKEM CAULKED Ta ............- TERMITE SHIELD 1/ ,..--- TERMITE SHIELD ~;'>': ,',>,,: :,';',:,',>/,':>,::;'~~ <:,,~,.~"h~; "~~h~;4~~'~i4~'~'~~ " .~, " . " , ",,,, ", "',,, ' ", '. -f, J," ,"'" '. i," ;..... -.,. f, ~ ....... " } " " ", ' ". ' "', ~ ". ",<\',."':,~..~, .,,,....."':..,:, >;"~',"":",:,,. ",. TOP SPLICE - DOUBLE 10d ~<1. 1t/~ 2"x TOP PLATE -./';8 L1/4" MIN. SPACE " . ~ r--::~. .' 'r--::~ ~K I\-BOTTOM SPLICE OVER STU D --tL- --,..;~ I VI _____ 2"x STUD @ ~ 24" a.c. MAX. /' 2 ROWS 10d @ 6" O/C v 2"x P.T. PLATE~~ NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LO~G. TYPICAL /' .- EXT. FRAME WALL I 20\TERMITE DETAIL , 5-6 I N.T.S _ TYPICAL INTERIOR I 3 \ NON-.B..EARING , 5-~ SCALE: N.T.S. Kt.V. l.-.j-V.j A';:) - - V (5\TOP PLATE SPLICE DETAIL \..5_~SCALE: N.T.S. - ~/8" "S" == NAIL 3/8" I SPACING I /' : - 3/4" 1:?Cf ~~. ~1/2" t!-~~-. "~1 I , ~ i~rj ;/ll SINGLE NAIL EDGE 5PACI~ DOUBLE NAIL EDtE ~~A~NG f 2 - S.P.F. CONST. GRADE TOP PLATE SPLICE MIN 48" APART, ~l\. ~ i;~~ 'j; - F -;;' ~~~ \:~"~ -;;- ~ -;; II II I II 11I[-' ~i I II II II __II )11 II III~ III II II II I 1:1 ~ O?EI',ING '" L...:. II II o NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL :: :: :: I;;::~ ~'::: II II II 0 NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL II "" III _ I~ ~. _ III :: ~ CD NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL II II II II III I II III II 1;1 II Q) NAIL INT. AT 6" O,C. W/8d COMMON NAIL 16 dl = !.b =11 III II III II II II CD STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. F"OOR SYS~E\o1 1111 ...JJ IIL..JJ. II .lL I W/8d COMMON NAIL '- 2x8 P.T. S LL PLATE ~ ,-. CD NO SPLICE @ HEADER - NAIL SHEATHING TO (2 STORY O~LY) HEADER W/8d COMMON NAIL@ 4" o/c ___ 2x4 P.T. BASE PLATE / 7 , 5-6 \ WALL SHEATHING INSTALL. & NAILING SCHED. I NO SCALE REV. 02-11-04 MD 12 PRE ENGINEERED WD TRUSSES @ 24" O.C. INSULATION BAFFLE BATT OR BLOWN INSULATION MIN. R-19 TRUSS ANCHOR (SEE PLAN) FIBERGLASS SHINGLE ROOFING FELT APA RATED STRUCTURAL SHEATHING MIN 7/16" FASTENED TO TRUSSES PER ROOF NAILING SCHEDULE 12 ~ :,^^ ^ ^^^^ ^ ^ ^ ^1i^~ ~ I~'f.( 1/2" CEILING BOAR~~ l 3/4" P.T. NAILER ------ ~ 1/2" DRYWALl.: _ CURTAIN NAILER 1 X 4 P.T. @ WINDOWS 1 X 8 P.T. @ S.G.D. ~ ~ ~ META-L DRIP-EDGE -- ~~ "'- 2" X SUBFASCIA ~~ ""-CONT. VENTED ALUM SOFFIT I "- 8" X 8" X 16" K.O. LINTEL BLOCK ...O.H. ., W/l #5 DIA. REBAR & SEE ELEV. 3000 PSI CO~CRETE PRECAST "u" LINTEL WI 1.#5 CO:'JT. IN 'OlI 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 W/ SCREEN PROVIDE BLOCKING @ / BEARING TYP. SEE 9/5-3 ______ _u__u~ TRUSS/JOIST/RAFTER ~:~SEEPLA~ ~~. 2 - 2"x4" TOP PLATE ~ CONST. GRADE SPF 1~ SPLICE MIN. OF 24" APART ____SiMPSON SP 2 W/6-10d TO STUD & TO TOP PLATE 2" X 4" SPF STUDS @ 16" O.C. W/SIMPSON SP 1 & 2 EACH STUD SIMPSON SP 1 W/ 6-10d TO STUD & 4-10d TO BASE PLATE MARBLE STOOL 1 X 2 P.T FURRING - - R4.2 FOIL INSUL ON EXT ______ BLOCK WALLS ..A PRECAST CONC SILL 1 X 4 P.T. BASE NAILER A 8" X 8" X 16" CONC. BLOCK WOOD BASE CEMENTITIOUS DECORATIVE FINISH COr-..C SLAB ~ ~ FTG, DOWEL #5 DIA. REBAR SEE FOND. PLAN - -- 7" IN FOOTING. EXTEND 25" (ACI 530) ~ ABOVE SLAB. ALL LOCATIONS 6 MIL VISQUEEN " ", SHOWN ON FOUNDATION PLAN ; -.,. "/- GRADE : ' ,^, l~,"',<iIl ''.., , '> '. - - - - - - TOP_OF SU:B~ TREATED ~, " ,,' ....... "-P : ..1'\.!f:::T C LEA N FI L L III '\j! ::'ir.:'::.f;:LJ.U ,.,!' '0 H.u,::,:~,l,.,.UJ:::j, ~. · · f:::::;':::::' . · · ,:", r:. ';:\ : :: .J 8'-0" ;;.0';; MAX. " ,; ,; . L....! . SEE FOUNDATION PLAN SEE FOUNDATION PLAN -. ~ 8 ,TYPICAL WALL SECTION CONCRETE BLOCK , 5-6 I SCALE: 1/2" = 1'-0" REV.6-9-04 MBL NO SCALE REV. 8/14/00 PJM UPLIFT VALUES - (DOUBLE SIDE CONNECTORS-DOUBLES VALUE BELOW) 1 (EACH CONNECTOR) EACH STUD - 535 LBS, PER TRUSS TYPICAL WALL SECTION J:x I tiRIOR FRAME 8-12-03 REV. AS. SCALE: 1/2" = 1'-0" - ~ 9 , 5-6 - w U I- o Z W ~ <( I- o o LL W 0:: <( ::J CY (/) w ~ lJ...0:(0:: '00::0 w lJ...lJ... ~W""I- O""'Z ~-O:J ><~o::o O:Jll..U o::ozU a.""Wo:( a.""'~1- 0:(00:(0 wO::l-z o::lJ...w c:t:zo::O Ow c:t: 0 W~U)O I-<Czz Ol-o<c :JW-w O'o::(/)~ (/)<cz . wU)W<CZ ClZ~a:Q ~QOo~ oU)O::l-u orEO~:J lJ...""ii:Ua. w""'wOD.. O::ol-ffic:t: <C-1Z -1 :J -0::-1 0'-1 . <C (/)<CU)0~ 0::-1........ w-1O j>~zo:: <co:>o:(o ~~-1 ~ (I)~ ~ 1Q c=J 0"' ~'u ~ ~ <( CO ~~~~ I (/) ~ 0 (I) ca D.. Cl Q,)CE]Z - '0.0 u: g ca.- -::J -J ... (/) 5:: co <i: OQ)w 0:: "C U l- E ~ ,,-- ~- - (/) ~ / ~ t5 ~ -1(")U: ~~w ~~~g Cl N (") ~ z(") (")0 <C -1 (Y) (") 0::lJ... NN ~~'gg (/) D.. 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U -<C(/) ~~:J 0::: 0::: SHEET NO. n.. 0:: 0 0 5-6 0 U w I- ~ <.0 0 OF I Z (/) ~ 25 :J (") LlJ 0 I- 0 > LAST PLOT DATE N @ 0 March 02, 2005 Z -1 DETAILS - ~~~~, '1'1@ ~'u ~ ffi <( co ~ ~ ~ ~ I t/) 0 0 (l)cuiS:(!J (1) c 6] ~ - 'OJ) u: .....J ca.- -::J -..J .. t/) 5: CO <i: OQ)W 0:: "C () f- E ~ - ~'--'-~ [ ./U) W o () .....J('I') - ~G) ~~ ~~ (!J ('.J ('I') '<t z('l') ('1')0 . _~ <(.....J('I')('I') 0:: LL ('.J ('.J o . 66 ~ ~ ui~ ~~ ~ (;j L!') 0 r-:.. r-:.. '<to... 00 l) (9 _ O"l <( '<t '<t W LL~O:: '00::0 W LLLL f-w f- <(o~z ~-o:::J W x~o::o U O:::JLL() f- o::OZ() CL~w<( o ~o~f- Z wO::f-o O::LLWZ W <(zo::o (1"'1 0 W <( 0 '-" w~U)o <( f-~ZZ f- gwQ<( O oo::(/)w <(Z~ o ~u)w<(z LL (!Jz~EtQ W ~Qoof- o(/)O::f-c) 0:: o~Q~:J <( LL"",o::()o... ~ w::;:wOo... -J o::of-.....J<( I""'V <( Z co .....J '-" :::J.....J-o::.....J CJ) o.....J , <( (/)~~~3: .....Jw::;Jo>- .....J>~zO:: <(0:><(0 HEADER ANCHOR NAI LED TO TOP PLA TE~ , HEADER & JACK HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS SEE SHEET S-7A FOR ADDITIONAL S-7 DETAilS NOT SHOWN STRUCTURAL NOTES NO. & SIZE OF RAFTER TIES EACH END 2 X 6 WALL 2 X 4 WALL HEADER SIZE & GRADE 6) WOOD: 6.1 WOOD STRUCTURAL FRAMING MEMBERS: WALL STUDS TOP & BOTTOM PLATE BOTTOM PLATE IN CONTACT WITH MASONRY I JOIST SQUASH BLOCK I TRUSS BRACING & BLOCKING FURRING & B.U.C. STRIP OPENING JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END -SPF STUD OR CONSTRUCTION GRADE -SPF STD & BTC -#3 SYP PT -SPF STUD OR CONSTRUCTION GRADE -SPF STUD OR CONSTRUCTION GRADE .#3 SYP PT l' - 4' (1) (2) (2) (3) (1) (2) (2) (2) (2) 2X12" 2SYP (2) LSTA 30 '" 'i / ~SINGLEOR2PLY ~ /' GIRDER TRUSS - ./ USP LTS20B w/l0-16d TO GIRDER TRUSS 4' - 9' II II II II I, I, ..... " I, 9' -16' (3) (3) (2) (3) ~ SEE SCHEDULE ~ ~~' nows l2d NAILS STAGGEREO @ '. ~ ~ 12" O/C EACH FACE OR 3-ROWS ~ ~~ r-....."'~ 12d NAILS STAGGERED @ 12" O/C . . ~ ~ ~FOR 2"xl0" OR GREATER HEADER , , '~~ I\. DOUBLE 2 X 12 NO.2 S.Y.P. "- HEADER WI 1/2" FLITCH PLATE OR WI85 JOIST HEADER. (U.N.O.) (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 NAILING PATTERNS SHALL BE MODIFIED TO THE FOLLOWING SCHEDULE: (SEE 7/S6 FOR LOCATIONS) 6.75/8" x 7" EXPANSION BOLT OR 1/2" x 8" A.B. BOLT MAY BE USED INTERCHANGABLY ---..:, \ ~ ,/ i'. REFER Tv 26/S-4 OR 27/S-4 2.2x4 SPF TOP PLATE * WHEN STUD LENGTH IS LESS---" THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE W/ 11 - 10d NAILS w (!J coO I ~ N Z f-, (/) 3: CD - (!JZw <(CD~ (/)~Qo O::C'\jCD (/) ~0~8 ~zd~ ~ wZ() w-IllLL.- w~u:(!J II=l:1:. .... ~(/)-Z f-f-..J1.Ll ::) (!J 0:: S3 0 0:: LL LL. Q, ...J ZWo........J 00. - 0 W9(/)SU)LLZ~~ (/) wz(/)coZOO C Z I::JzwQWi=z.o:: f-o::SI(/)~0::3:J S2 6Zo...f->WOoa:l (/) <( I w (/) 0... 0:: . I.LI f-W.....Jf-O::o.....JlXl.... C (/)(!J<(:;;:('I')z<( ..J ~6]~:>o<(~ci~ <1: w.....Jf-~~Of-..JJ: C I3:()o... w()o::o c:: f-O::J~IZ:::J<C- - 8~~8~~~D~ ~ (3) S.Y.P. 2x4 w/l0d @ 8" O.C. EACH WAY O"l o ('I') ~ tr) ~ I ~~~~~ -('I') L!')(3 <( ('.J coo('.Jz 0 Cl) ~ ...., W LLO '0.0 ,. ('.J () c ('I') , .....J W ..... ~.....J~~f- ~ OLLOO::)<("'" . co'r-:..f-~tO (/)..>::O()~...., w Q. '<t ::) f- O"l f- ...., 0 0:: 0:: . L!')Q.If-WO <( O"l<(o...(/)()Z 0 /5/8" ALL THREAD ROD W/ ~ ::: SIMPSON SET EPOXY __ ~--- BOLTS WITH 4 1/2" EMBED TYP ( 8 1/2" EMBED WHERE STEP DOWN OCCURS) INSTALL PER ~ MFG. SPECS. BASE PLATE - HIGH UPLIFT FRAME WALL I 5E]\GIRDER/BEAM CONN. , I ~O SCALE REV. 3/20/03 MJB UPLIFT CAP.: w/ 2500 PSI CONC. = 1750# GRAVITY CAP @ BUILT-UP COLUMN (3) 2x4 SYP @ 8'-0" HT.=5175# l6d NAILS @ ---..... 16" O/C TYP. "" ". \ FILLING AND BLOCKING AS ~ REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @16" O/C UNLESS I\OTED OTHERWISE DOUBLE 2"x4"-. CRIPPLE STUD TYPICAL (U.N.O.) NOTES: TRUSSES MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS TO BEARING WALLS TRUSSES, GIRDERS, AND BEAM TIE DOWNS TO BE SIZED PER TRUSS MANUFAC- TURERS UPLIFT CALCULATIONS. ANY QUESTIONS AS TO THE SIZE, TYPE, OR VALUE OF A NAIL, STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUCTURAL ENGINEER OR ARCHITECT. BEARING WALL NAIL PATTERN: ~;;t V2"X4" STUDS TYP. V-USP HTT16 W/ (18) 16d NAILS AND A 5/8" EXPANSION ANCHOR W/ 6" o :~ EMBEDMENT U.N.O. OR 1O~..t, : 81/2" AT GARAGE STEP DOWN HOLD DOWN CONNECTIONS l'iVe;' NOT REQUIRED @ :ARING ~ ~P.T. BOT. PLATE WAllS WITHOUT~FT ~ r1i\WALL HEADER DETAIL ~ SCALE: N.T.S. o o IJ] W I- - 0 :J U1 ~ ....... Z r- L' Dcir-t' - > I l\1 U1 .J r1' U1 - lJ] 0 I > IJ] r1' OWMIJ] ~ M t' ~ 0 I o..I.JM Ul LL r- I I- ~ OJ ~ Ul II I I- W r- ~ ~ .1- Z o o IJ] ~ i----~::~-------~~---------------~~~~ ~ I " @/ 1 I ~ "I 5 FT.:----4FT.-----------@"------------~ ,/ : 5 FT.: 4 FT. (2) '-, CD :@ ~ [- -- - - - - - - - ~- - -- - -"~~- -~""'~,~~,) FT :---ifFC(2)-----/~--n~ ~~-~~ ~ 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" D.C. REV. 10-28-03 AS. . ROOF NAILING SCHEDULE: NAILING ZONES ZONE 1: 8d NAILS @ 6" O.C. IN FIELD 8d NAILS @ 6" O.C. ON EDGE ZONE 2: 8d NAILS @ 6" O.C. IN FIELD 8d NAILS @ 6" O.C.ON EDGE ZONE 3: 8d NAILS @ 4" O.C. IN FIELD 8d NAILS @ 4" O.C. ON EDGE USP LSTA30 w/(11)-10d ~.TO TOP PLATE AND (11)-10d TO STUD. MAY BE ANGLED UP TO 10 DEG. ~ ~ ~USP LSTA24 W/ (18) -10d AT ~::--........ ~ 2'-0" O.C. MAXIMUM \ ~ 2-2x4 SPF TOP PLATE 2-#2 SYP 2x12 OR WIF85 HDR. UNLESS NOTED OTHERWISE (SEE PLAN) (3) S.P.F. 2x4 w/l0d - @8" O.C. EA. SIDE (2) 10d nails @ 8" o.c. 4.' TO TRUSS TOP CHORD -0" 1 + PLYWOOD ~: +:. SHEATHING 1 + + 1 + + l' 4" : I KU::;::; /+ : ~ !Ih..~" !'" -j LINE OF ROOf 1 .a4 ::>H' ---'" ~ ~' BEYOND : :~~::~~~) L' '\(' ---t. t~ 2X FACIA SEE LINTEL 2 X ~,~~F~T"'-i3) 10d SCHED. FRAMIr\G @ NAILS 2'-0" O,C. TYP. USP RT3 EACH STUD L- 2X4 P.T. CONT. l..A -"'" W/ 3/16" DIA. TAPCONS @ 16" O.C. W/ MIN. 11/2" EMBEDMENT GYPSUM CEILING: USE 5d NAILS @ 7" O.C. CONTRACTOR NOTE: ALL DRILLED AND EPOXIED HOLES MUST BE PROPERLY VACUUM, BRUSHED, AND BLOWN CLEAN PER MFGR'S RECOMMENDATIONS TO ACHIEVE UPLIFT CAPACITY ALLOWABLE FASTENERS A: CEMENT COATED SINKERS B: BRIGHT COMMONS C: SPIRAL OR RING SHANK NAILS D: CLIP HEAD GUN NAILS PRE-EI\G. TRUSSES _ SEE ROOF PLAN FOR CONr\ECTION USP RT7 TO EACH TRUSS "~ ;::::?'---- ff L~ /; l 2X4P.T~~~;.~;;~L ~ ,,~ CONT. ~...~,." '-. ~~ .... ,"J '" ~ PRECAST, .-_.~~, ~ 2x8 CONT. --./ ~ "'- TOP & BOTTOM SIM. {24\ "'- \V USP HTT16J~ ::: w/18-l6d NAIL~ o Z W ~(/)0 (/)J:- 0 Wf-(/)W::J oz(/):::!~ 00-J:> z:2:t::::(/) ~NWcr:~ "M~OO ~cr:ooO ::t2w::JU C20~L5~ o::Jcr:(/)~ (/);;wocr: I (/)tl: Z::J f-_~~U 7/16" O.S.B. SHEATHING -EPOXY ANCHOR W/ 81/2" EMBED. INSTALL PER MFG. SPECS. .~ No.2 P.T. 2x4 ~ BASE PLATE Ari!d@3"0.C.TYP. EXTERIOR STRUCTURAL riHEATHING (MIN. 7/16") ,,/ 2x8@ 2'-0" O.C. - J 26'\ SECTION AT ROOF EXTENTION , I ABOVE SGD N.T.S. REV. AS 4-6-04 7 ~ ~ :() ( ) ( ) ( ) ( ~ 1 / 'r-- G.C. VERIFY INTERIOR ~ 1/2" GYP. BOARD OR 2x ST~ ~ EXTERIOR STRUCTURAL r "---' SHEATHING (MIN. 7/16") ~ VERIFY WI PLAN ~ W/ 1/2" ANCHOR BOLTS ~ 6" FROM Er\D OF EACH ~ SILL PLATE. ,-..., SEE 6/S-6 r30\EXT. FRAME CORNER ~SCALE: 11/2" = 1'-0" f6\HEADER OPENING \ J NO SCALE REV. 1-27-04 AS '--/' UPLIFT CAP. AT HEADER 1 STRAP EA. END - 1255# - ~ 19 ,SECTION DETAIL @ ENTRY , N.T.S. - L!') ('J(j) 0 ....... ...., L!)6 ()....... f-('I') <(0... ('J(j) r-...o ~> to....... '<t<( ....,0 W '~ 0:: ~~ (0 w-l ~ ~ (/) 0-1 w 0 0 0:: z<C U >-LLZ --.J Zf-O 0 <($ - <(z- --.J f- ZW~ I -(/)> o::~ 0 OZo C\J - t30<( :c z ::J()O L.() 0w oz- oWO:: I- o::f-O I $ zJ- o...!:::U: f'- I wO::.....J wU) 0::3:<( wwO:: ~ W t? COIf- wO(V) - f-f-~ Of-() ~ - ~-IO 0:: Z::) . > >-00... L.() ~<( 0 >- <(I 0:: I- ~!:::O Z$ N 0... 3:() :so::w ~ (/) 0 w~ ::J o...zo (/)ZI >- l1J a... () -<(U) 2=~:::J 0:: 0::: SHEET NO. 0... 0:: () 0 0 5-7 () w I- (0 ~ 0 OF I Z (/) ~ 25 :::J ('f) W 0 I- 0 > LAST PLOT DATE ('.J @ 0 March 02, 2005 Z DETAILS - --.J SEE SIM ~ rFOR GABLE CONNS, TYP. ABLE. TRUSS ~ ~~~I~S,~_ ~LAN , ~ L? " 0........... \/ 0 ~ CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE I /;2d COMMONS AT V 6" D.C. MAX TO LEDGER 2X P.T. CONT. T & B / W/ (2) 12d COMMONS : _ >-< EACH STUD ~ ~ ___-2X4 P.T. CONT. -- W/ 1/4" DIA TAP CONS W/ 11/4" MIN. I = EMBED AT MAX 12" O.C. [MIN (2)] ~ I _ T&B ____ ~ 1- ----'--.J.I1- ,,----7/16" O.S.B. SHEATHIr--.G ~I"" ~ W/8d NAILS @ 6" O.C. :::,---,...1/,-- ~ EDGES & 12" D.C. INTERMEDIATE ; ~ '- ----- - I - I _ -2X P.T. @ 2'-0" O.C. MAX I - NOTCHED T&B @ LEDGER - TOE NAIL TO LEDGER I - W/ (2) 8d NAILS ~ :.~ ~ t:lt ~ (24\TYPICAL BUILD OUT DETAIL ~ } NTS - ~ III ...... ~ 1 I I 1 I STUD ANCHORING: '- :1 1 STUD TO TOP PLATE: "i--.. USP SPT4 W/ (6) 10d X 11/2 OR : USP SPT24 W/ (6) 10d : W/ 6 -10d X 11/2 : I 2 X 4 SPF 1 A I AT 16" O.C. /)-11 STUD TO BOT PLATE: 1 USP SPT 4 OR SPT22 W/ 6 -10d X 11/2 ~~i ~~.II:: ~ 1/2"X8" VI.: ~ ANCHOR BOLT , , @ 24" O.C. o SEE TRUSs---/' PLAN " CMU WALL SEE PLAN 7/16" OSB W/8d COMMONS @ 6" ON EDGES & 12" IN -............. FIELD ............ 2 X 4 P.T. LI NTEL ~- 8" CMU WALL -- I 16, KNEEWALL @ ENTRY , N.T.S. - ... TIE-BEAM .. PRECAST LINTEL 2"x6" P.T. WOOD JA DOOR AND CONNECTION PE GARAGE DOOR MANUFACTURER TYP. GARAGE DOOR TRACK MOUNTING DETAIL SECT. OVERHEAD GAR. DOOR INSTALL SCALE: N.T.S. FASTEN PT 2X NAILER TO MASONRY WI 3/16" X 3" TAPCONS 6" FROM ENDS AND 16" O.C MAX. FASTENING TO WINDOW TO BUCK RESPONSIBILI OF WINDOW MANUFACTURER. 2X BUCK DETAIL SCALE: N.T.S. FILLED CELL WI #5 VERTICAL 1/2" X 8" A,B W/2" WASHERS SET IN TYP. FILLED CELL MIN. 5 PER JAMB. ~ 0 0 ~ L SECTIONAL ...., @- OVERHEAD 0 DOOR 7 ~ ...., 1" ...., @- GARAGE SLAB 1" ...., @ ~ 00 (5) 1/2" DIA. x 8" "J" BOLTS CONT. WOOD TRIM P.T. # SYP 2" X 6" OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 11/2" StEEL LAG BOLT WI WASHER. MIN. 6 PER TRACK TO JAMB. WALL AROUND GLASS BLOCK- THIS IS NOT A FRAME EXPANSION STRIP ~CHA\NEl PANEL ANCHOR ATTACH Wj(2) 1/4"x2 1/4" TAPCON SCREWS WjWASHERS @ BEND-EA. HORIZ. REINF. HORIZ. REINFORCING 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 EXCEEDII\G 8", OR THE EQUIVALENT APPROVED BY THE BUILDING OFFICIAL. GLASS BLOCK DETAIL SCALE: N.T.S w () r- o z w (!) <t r- o o LL W cr:: <t ::J o (j) W :2: Ll..<(0::: '00:::0 W Ll..Ll.. ~W"",f- O"",Z :2:-0::l >;::(/)0:::0 05Ll..U O:::OZU CL"",W<( CL""'~f- <(0<(0 wO:::l-z O:::Ll..w <(zo:::o ow<(o W~(/)o f-~ZZ o 0<( ::lW-w oo:::(/)"'" <( Z "'" . ~(/)W<(Z c..?z~tEQ ~Qoo~ O(/) 0::: f-u OE5O~::J Ll.."",Ci::UCL W""'WOCL 0::: 0 f-ffi<( <(-J~ -J ::l-J .O:::-J O(/) <( (/) 0 :;; 0::: -J '-;> -J W -J<( 0 >- -J>:>zo::: <(0;><(0 fJ) Q,)(I)-J (l)ta~ Q,)._ 0 Q,)(.)(/) ~ ~ ~ I fJ) 0 (l)cag: Q,)C6] - 'on u:: ca'- - ~fJ)5:: O(l)w e"CU W <..') 0 I ~ ~ Z f-. (/) 3 (J) c..?Zw <((J)..-l (/)~Qo O:::N(J) (I) . of-O O..-l~ Z 5z5u w~~Li 0 w~u::c..? II~. i= ~(/)-z f-f-...ILlJ ::J <..')o:::~o o:::Ll..u.o.. ..J ZWCL-J 00.. 0 wO(/)S(/)Ll..z~~ (I) wZ(/)cozoo C Z I::JzwQ~i=z.~ <-'_ f-O<t:I(/)<(O:::~;:) Ll..Z~f->wOoa::l (I) O<(CLIW(/)CLo::: . LU tnt3<i!t::O:::o<i!a::I: C W 0:::3('1')zO:::'LlJ _ co 6] ::J 0 <( ::J c:c c:c ..... w-Jf-~~Of-...I::C C I3uCL wuo:::u 0:: f-0~:2:~t5~~:E 0 8 ~ tn 8 3 u; tnDD Li C'J(/) .z ~O C'J- ~(/) > W 0:: ~IY 1Q c=J 0 ~<(CO (/) W o <..') z o -J ::l co -J ;::;: 0::: f- :2: o (/) (/) W o ~ -J ('I') Ll.. X aJoLl..<( W r--- 0Ll.. c..? ('oJ ('I') <;j- z('l') ('1')0 <( -J ('I') ('I') 0::: Ll.. ('oJ ('oJ o . ' , . ~ @@ (/) CL co 00 Lf) 0 r-:.. r-:.. <;j- CL 00 0)<( oQ"oQ" Z o ....: f- E o xW tIl <(w ~ Ll..~ as 0('1') Lf) <..') <( ('oJZLl.. &o~ ~ W 0 C('I'),-Jw co CO-JoQ"<(f- oLl....-1O:::<(..-1 :2: . C9 ::J U c.o u;cor---t;u:..-1 -6. ~ ::J i= 0) W ...., 0 0::: 0::: . ~ Lf) a.If-WO 0 O)<(CL(/)UZ o o \D w f- ::J 0 ~ ZUl.....t' o 0 ..... t' - > I l\1 Ul ..J Cl' III >[I]~ID OWM\D ~ M t' A 0 I "I..JM [lUlU...... I f- ~ OJ ~ Ul a. I ~ ~ ~ roo .1- Z o o \D o z W ~ Z v;~S:? 0 Wf-(/)W:J o z(/):::! < O-I> ~~t=3(/) <,,"W~~ ~rl~oo Z~OoO ~owwu <lJ...I-'f- ~gf-~Z o-'~(/)ii! ~;;~o~ ~~<~a Lf) o '- ..-I U'- f-('I') <(CL r---o c.o,- <;j-<( ..-10 '~ ~:2: (0 W--.J ~ :2: (f) O--.J w 0 0 0::: ~~ () >-Ll..z .....J zl-O 0 <(z- .....J r- zw~ -(/)> I o::~ 0 ozo N - ~O<( :c z ::Juo L.() 0W oZ(2 owo Zl- r- 0:::1=-J I S CL-Ll.. wO:::-J I'- wCJ) :r: 0:::3<( (!) wwO::: ~ lLJ wO(Y) aJI~ f-f-w Of-U ~ - ~ --.J 0 cr:: Z::l . > >-OCL ~ <( 0 >- <(I 0::: L.() :2:t::o I- z 3: ('\J 0.. 3U ~o:::w ~ U) 0 w:2: :5 CLZO (/)ZI >- lLJ Q.. () -<((/) ~:2:::l 0::: 0::: SHEET NO. CL 0::: () 0 0 S-8 U w :2: I- (0 0 OF I Z (/) ~ 25 ::l ('I') W 0 0 I- ('oJ > LAST PLOT DATE @ 0 March 02, 2005 Z DETAILS .....J - L- 4"r- "l~ ""f: ""}: 14" TYP. tr 14" TYP. l _ r. I ft- ~ ""F "I" 14" TYP. 30" "" E B-~ t~ 14"~ 14" 1: Dtscrlption Single Single Single Single SinVe Jt-I.- f -!A. DOOR LABEL PRODUCT ACCEPTANCE NUMBER - DSI-222 FIWJ... ANCHORING OF ^ WOOD fRM.lE UP TO 5 '4 X 6:8 SINGLE: /NSWING UNIT W/WO SID!UrrS PRODUCT ACCEJ>TANC' No.: 051222 -... '" -1r-6" f ,. ih ~ .. R@ ,,-. D' tv (1)- 6"-1 r- @- 30" .!.A . - t. -(j) =@ -(1) (1)- (Bf.-... 5 1/2"/ t r'E' 30" ~ ~ (1)_z, 'B'- -<!) (1)- - L ~A' =@ -~ <p (1)(- ~11'~' 1/.:j t_ -- SCR(W 3 # lOx 5/8" PHlUJP.S FUoT HlJD 4 #10 x 1 3 4" FUoT H!/oO 5 #10 x 2" FUoT HeAD 7 #10 x 3" LRS FtAT HCIoO 2" TY P. 4 1/"~4 11" - f-, 2" TYP. -1 t- T . .--1. -1 ~ t- . r"';-l L I 1 I -1 ~(!) I c:v CD (j) I'COOX1 rm' ~'D' <D- ~(1) (1)_ 'Bt.. I 'B'- n , ~ 5 1/2" :r, f (1)_ ~ 30" 'C .... I-'C' 1-(1) -' A' (j) ~ (j) Q) .t<1 ~ --l l- 4 1/"t 4 1/':"..j l- . r ~ 9 7/8" ~'- I ~ 'f:lj.~ {J C'tr'" _ 'W tf'J' Q)" ~ ~ H 11' HlNCE DETAIL .Il!lm: ~ SiO!l.fI't IS AlT1afCJ) 10 HH;E. .....,. A I@ $CAfX. wsr EIt UU'l)~ OFIl~~ N40 A , (1) SCRt:tt ~ St:REW SCHfOOl.E, 'E'""" ~ ~~-{~ . HE" LArr:H DETAJL lmr: l'ltiEN s:oom: IS ATTACHED TO LATCH JA,I,tS lI$C # 8 x 1 3/4" ~1t.J.JPS ru.f ~IEAD SCRCWS IN $lRH(E PUJ1.$. N<<J I (4) SCREW IHI"f.ACt OF # Q) f"ROW ~ SCHEDUu:. ~~ ~\;~~ t'-....~ ~'-. 5 Jr:;; ~ \.) ~ ~. ...... I.M: " ~....... sa: lOCJ<~ lWM".ACT\lR!llS IilIS11lUCTlOHS DOOR LABEL PRODUCT ACCEPTANCE NUMBER - DDI-224 FINAL ANCHORING OF A WOOD FRAM[ UP TO 6 '0 x 58 DOUBLE fNSWING UNIT PRODUCT ACCE.PTANCE. No. 00/224 if 30" TYP. ~~ r @t-..... 9 7/8" cv--;;-tsrYoJ @ ~-~ rOE' c::;;- , '-:~~ q.;SWlNG THR~HOI 0 ~t) lN~ THRE'5HOlD .. (~) cr' ~ BARR1rR-FRa Thrufuifd Size: up 10 5'4 x (,'8 Product Acceptance No: D81-222 rnsWin. (wood iamb) C aniiguratioo; 2'0 2'~ 2'6 +80 .80 +80 -80 +80 -80 x. OXO, XO. OX :nt ).0 ..sO .8()','O -80 +W -60 <<,I). -6'J .SO .(:,1 "50 'f>U ..:se...(,{) +soh; Single Opaque W/Sidelites Sinlle Glw./ld WlSidelitcs (Door cW<s not m<<t Missil~ lmpacl) Tc:$I . 2 10-191l1, 210-2024 .. 7S .80 ~.n ~.71 Wa. b:-': Nan Ya Pl~cll Plnstpro Livi1l,Slnn. NJ (J7()J9 NAN YA PLASTICS CORPORATION IPLASTPRO, 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 tress!! res 2'0" x 6'8" +80 .80 2'4" x 6'3" +80 -80 2'6" x 6'8" +80 -80 2'8" x 6'8" +80 -80 3'0" x 6'8" +80 -80 Drawine # 99-01 99-01 99-01 99-01 99-01 De~riDtioD Single Single Single Single Single Sbgle w/sl 2'S".x 6'S" +60 -60 Sbgle w/sl 3'0" x 6'8" +60 -60 99-01 99-01 Single w/sl Single w/sl Configuratloo: X, OXO, XO, OX Test ASTM E.330.90 AAMA 1302.S ASTM E283-9l ASTM E331.9? TESTS ~rlpdon Uniform Static Air Pressure Forced Entry Test Locatloa National Certified TC9Iing Lab Orlando. Flor.ida National Certified TestinS Lab Orlando. Florida National Certified Testing Lab Orlando. Florida National Certified Testing Lab Orlando, Florida Test Date 11103/\997 04/0 III 998 11103/1997 04/01/1998 11/031lm 04/0111998 1II031l991 04/01/1998 Air InfiltratiCQ Waler PeI"l.etration Product Ac~eptancelLabel No: DSI.222 GLAZED Door Size Pressures 2'0" X 6'8" +75 -80 2'4" x 6'8" +64 -77 2'6" x 6'8" +60 -71 2'8" x 6'8" +56 -67 3'0" x 6'8" +50 -60 Drawin2 # 99-04 99-04 99-04 99-04 99-04 Description Double Double Double Double Double 2'8" x 6'8" +50 -60 99-04 3'0" x 6'8" +50 -60 99-04 Configuration: XX Certlf)'lag florid. En&lneer Test RelXlr1 1# and License Nomber 210.1987-I,Zr'f BarryPortnoy 210-2024 - 'Ui I; p, E. No. 16258 210-1987.1. z.l; if Barry PQr\n()y 210-2024-,,; 1'; ~ P. E. No. 16258 210-1987-I,.!..J.7' Barry Portnoy 210.2024--'tf'~ P. E. No. 16258 210.1987-1,2,)'1' I3anyPOttn<.l)l (( *;; W-~; NO'~'fJ'" f (f/H/}; 11< . Test ASTM 8.330.90 AAMA 1302.5 ASTM 8283.91 ASTM 8331.96 -8" HlNCE DETAJL ~ "IT II.STRAC),L PLATE f 6", -'-18" f W/ I 'DU I~ I ~@ (1) ~'B' --cv -I I 1-4 -I -\ 0-1 J1:i&IM 30" TYP. ~' &lM -Q) @= 0-1 -0 -0 ~~ (~ -JL 4 ~Z- 0- o kD ~= (t)J I -10~- 4 1/>.:..1 J- k 1/'- t 4 ..') L INSWING: Opaque and Glazed Max Door Size: 6'0" x 6'8" DESIGN PRESSURES Drawina I; 99.08 99-08 99-08 99.08 99-08 Description Double Double Double Double Double -(1) =@ I -0 i- S 1/2" i- f---r -....... ~ $(I' UlG~ Wf'G..J ~-~ ~ ~ ~c- LATCH DETAIL TESTS r.,.t Locatroa National Certified Testing Lab Orlando. FlOl'ida National Certifie4 Testing lab Orlando. Florida National Certified TlZling Lab Orlando. Florida NatiOllal Certified Testing Lab Orlando. Florida Test Date 1 0/031l 997 04/0 If 199& 1010311997 04/01/1998 10/0311997 04101/1998 10/03/1997 04/01/1998 'B!-. SOtE'* SO<t.rXJLC 3 10. 5/8" PHiWPS rv r HOD 4 10 x 1 3/4" PHIWPS rLAr HOD S 10 x 2" l'>ilWPS rvr HOD 7 10. 3~ PtilWPS FUT HOD ~ -" ~ ~~ ~~ ~~ ::::: UNr.~ l'.1~~ >U WC1( ___ 1)1 ~ ~1fAC~.~ ~ Product Acceptance/Label No: DOI.224 NAN YA PLASTICS CORPORATION I PLASTPRO, INC, DISTINCTION FIBERGLASS DOOR PRODUCT APPROYAL TEST RESULTS OPAQUE Door Size Pressures 4'0" X 6'8" +74 .82 4'8"x6'8" +64 ,70 5'0" x 6'8" +60 -66 5'4"x6'8" +56 -61 6'0" x 6'8" +50 -55 DesuiptloD Uniform Static Air Presrure Forced En try Air J:nfiJtration Water Penetration DOOR LABEL PRODUCT ACCEPTANCE NUMBER - D8S1-226 FINAL ANCHpRING OF A WOOD rn..."'E UP TO 5'+ X 8'0 SINGLE IN$WiNG UNIT w/WO SlD!UrrS PRODUCT ACCEPTANCE No.: 085/226 o ---1 r 8" f -10 1 ,::~ CV ~D' 0- 6"-"1 r- IJj- Q' L- rf- 12" TYP, ~t-. 12" TYP. t-t- 12" TYP. ~~. 12" TYP. 25 112". ..;,,!.A' ~.f- 12" TYP. e-t-f ~f-' 12" ~f- 25 1/2". -0 Xi- 12" TYP. Jf l::r?l (<i"\ Lf-:' .-.!.A' 1-(75 .v 0r- ..J W 1/'-" 4 1/2:J L- !. .r'E' f'" ! u 25 1/2". I ~f ~ ~ -(j) 0- 'at..... . 5 1/2"1 , 'Xi- 'B~ 0-f- ;;. J;, 0- [. -<J) ::@ -CD ~ SCk€.0tU 3)/ 110 x 5/8' I'l<UJP$ FUr HOD 4)1 110 x 1 3/4" P\i1l.l.PS FUr HOD S) I # 10 x 2" 1'f,lftJ.P$ ~,. HOJJ 1) I 110. 3" PfiUPS fUT Hl.AD ~y ~~ IN'SWlNG TH/l.fSHDl D L- r-f- 12"~, 12" TYP. 25 1/2" 12"~ t-f-' 12" IfP. 25 1/2" ut1' 12"};.- 25 1/2" 12" TYP, . r - ~. -.!.A'r. -j 'r=T ~ ~ ~ 2"TYP.~ r r- 4 1/'- T 4 1(,- --1 -1 r 2" TYP. tv c1 cb - 7X7l7 ,. I .. '01 0- -(1) 1-0 0) (i)-- ... L (j)- 0- '-0) 'B'~ --IJJ ~ € 5 1/2" f t ~\) IJjSWIHG rHRE::;HQ! D -0 _'Co -(1) JXi!..,? <:D- 'C'- 0- iJ) (j) a ~ . -1 I.. 1/2' t 4 1/2,,-1 l- -'A' (Cp/M"> ~ ~rlt Ff?IT Thr.cholQ' ~f @) '"- 9 7/S" Q}--;; :>:[', ~J Q)--~ "Ir HINGE DETAIL lI!1IL: ~ S1f.>E]JIf.~'N:HCJ> yo HINCE J.W8 ~ , 4 uu-n lit" lJStO OF ~ 5 S/CSIf:tf ~ A I 7 !iit:Jlf:#( ~1l(W SCHflXAJ: , 'E' '" ~ ~-~ij ~ 01 "Ii"" LA~/( DUAl!.. tmt: \IItJQ/ $lOil.ITl; IS A TT..cHCl) TO LArcH JAIJ8 US( 8. 1 3/4" PHIlUf'$ Fl..4T NO.tJ ~ W STRfIIl: pv.~..1\HO I 4 ~ NPUa OF , Q.J N/oOU SC'iEOUlL ~. ~ ~~~ 5~l\) ~~ ~ l.I<lt.~l--'~ Sf:! LOCI(__ 'fiI::;:--' ~ ----...... 'Bt..... 'Ct.- .V'E' { ~~,:q INSllIL'jQ ~'D ~~ INSWlNG ~D (~l ~~ ~rr Siu: up to S'4 x S'O PJ'1Xluct Accepuntt No: D8SI,226 ~ (wood jamb) Conligllnltioo: 2 '0 2'4 2'6 +99 .99 '89 -89 .34 .&4 X.OXO. XO. ox n )'0 .is .711 ..70 -70 ';3,;4 ~.Ol +5O'<'() ..78 .7ll ~')Q .70 +S3.;4 .Q.\.O I .50 ~ S iJlgle Opaque WlSicklil<S S~le 010=1 WlSicktil= (Do<l<' !joes l>O\ me<1 Mi..ue 1mI*' I lOU 2 \0-2024,4.5.6, 10,11.12 +99 .99 'S9 .89 Mfg. by: II an Ya P'lestics I PIa:lf'<O LiVl.ngslon. NJ O?OJ? . S4 -34 NAN YA PLASTICS CORPORATION IPLASTPRO, INC. DISTINCTION FmERGLASS DOOR PRODUCT APPROY AL TEST RESULTS INSWL'iG: Opaque and Glazed Max Door Size: 5'4" x 8'0" DESIGN PRESSURES GLAZED Door Size Pressures 4'0" x 6'S" +74 -74 4'8" x 6'8" +64 -64 5'0" x 6'S" +60 ,,60 5'4" x 6'8" +56 -56 6'0" x 6'8" +50 -SO Test RelXlr11* 210-1993 210.2024 210-1993 210.2024 210-1993 210-2024 210-1993 210.2024 Drawinl1: # 99-06 99-06 99-06 99.06 99-06 OPAQUE Door Size Pressures 2'0" x 8'0" +99 -99 2'4" x 8'0" +89 -89 2'6")( 8'0" +84 .84 2'8" x 8'0" +78.78 3'O"x8'0" +70 -10 DrawiDI1: # 99-01 99-01 99-01 99-01 99-01 Description Single Single Single Single Single Description Single Single Single Single Single Single w/gl 5'4" x 8'0" +53 -64 Single w/gl 6'0" x 8'0" +50 -60 99.01 99-01 Single w/sl Single wlgl Configuration: X, OXO, XO, OX TESTS Certifying F1orid. Engineer and LlcellSe Number Barry Portnoy P. E. No. 16258 Barry Portmy P. E. No. 16258 Barry Portnoy P. E. No, \6258 Barry Portnoy p, E. No. 16258 Test Date 04/01/1998 T~t Location 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 ASTM EO-330.90 ~rilllloD Uniform Static Air Pressure Forced Entry 04/0 Iii 998 AAMA 1302.5 ASTM 8283-91 Air !nfiltration 04/Ot1l998 0410111998 ASTM E331.96 Walet' Ponetration tvt:t/ HAd 0 f ~< Product AcceptanceILabel No: D8SI-226 GLAZED Door Size Pressures 2'0" x 8'0" +99 .99 2'4" x 8'0" +89 -89 2'6" )( 8'0" +84 -84 2'8" x 8'0" +78 .78 )'0" x 8'0" +70 .70 Drawinlf # 99.04 99-04 99-04 99-04 99-04 Description Double Double Double Double Double 5'4" x 8'0" +53 .64 99-04 6'0" x 8'0" +50 .60 99-04 DOOR LABEL PRODUCT ACCEPTANCE NUMBER - D8DI-228 FINAL ANCHORING OF ~ WOOILEE.6Mf UP TO 6'0 X B'Q - DOUBLE: INSW1NG UNIT PRODUCT .ACCEPTANCF: No:>. , 080'228 I --j i6" f 6"-1 >- 6" 4" r-f-- ~_ cb @ ~D' 12" .TYP. ~ i:~. ~t-. I -0-B 12" .TYP. ~f-' 12" TYP. ~-f ~f-' 12" TYP. 12"tp~' ~i I ~~ ~€- . I -0 12" .TYP. ,~I I -0 12" TYP. J}-Lf: =0 0 CD Lf-:'.-.!.,A' t-10 T .., I -l k 1/1' L 4 1/1'~ J- L [ 41/2:'. t 6", r l- 0= 0- -0 =0 -0 0- 0= ~ &51/2" .;,': 'C' illM - .. lNACnv(0- 0= ~' 0- 1 I 0- 0= 1- -J L"/1" S~ SCHWUf..E 3 10 x 5 8" PHIUJPS FU r Ko.D 4 10 x 1 3/4" PH>\J.JPS fUT Hu.D 5 10 x 2" Pf11URS FI..4 T Hv.D 10 x 3" ~ FUr Hv.D r @ 9 1/8" ~>~~J @> ~ ~ -r} ~ su: lD<:" ""!1 j. ",s~'''~11 -411 ..c.. LATCH DETA.IL "Er Hllole!: DETAIL tj3 -~ ~ ~~ '-.....~ ~, ~;' ~~ " ~ /~" ~~~ INS m<J(;TJOM ~U' ASTRACAL PLATC NAN YA PLASTICS CORPORATION I PLASTPRO, INC, DISTINCTION FI.BERGLASS DOOR PRODUCT APPROVAL TEST RESULTS L'lSWING: Opaque and Glazed Max Door Size: 6'0" x 8'0" DESIGN PRESSURES G (- ti w U I- o Z W (;) ~ o ~ w 0::: <:( :::) a (f) W ~ LL.<t:O:: woo::f2 I- l1.. <(w""f- O""'Z ~-O::) X~O::O O::)LL.u Cl::ozU o..""w<( o..",,~ <(0<(6 WCl::l-z Cl::LL.w <(ZCl::O DW<(O w::,cU)O I-~ZZ gwQ<t: OCl::U)W <(z~ ~U)W<:(Z ,-,z~8:Q ~QOol- 0(/)Cl::1-<3 OZO::,c-; !.l.WO::UO:: W~Ll..iOo.. ~0~5S<:( ::;l-l- ...,J O.....J .Cl:: ci U)<((/)O~ O::-l........ .....I w.....I 0 .....I>~zO::: <(0:><:(0 (/) Q)Q>.....I Cl)1O~~ Q,)._ 0 w Q,)Uu;z ~~~~ I (/)0 ~ CI) ra if 0 ~fo~ ~ CU'- i= :::l ",(/)0::00 OQ,)w e"CU e ~~ ~ ~~ X-..... ~~ ~)~/ J\ rt ---::~ Q:J (9- J;.J (;) Z - ~ ~ 00 I-_U) ~ ~ 0Z <:(t&)..-I ZOw CI::NtD <Ii Y"ai=8 O..-l~ Z ffiz<(u (/)(0...1 0 wccu w_InLJ.._ zf-u:0 ::r:::r:~. .... _(/)-z f-I-...Il.1.1 :J o n:: U a Cl:: LL. LJ.. 0.. ...I zwif.....l oOwz 0 WOU)sU)lJ..Zo..l.I.I (I) l.L.IZU)oozoo ~C ::r:::)zwQl.L.Ii=Z~ Z ~~~~~~~~5 ~ ::r:l.L.I(/) ~' .... I-W...Jf-Cl::o...J~'" C (/)0<(- <(..I l.L.IOCl::~82o::.tl.l.l It( CD LI..i ::> >- 0 <:( ::) c( C l.L.I-..J1- C)I-...IX I~Uo:C\ll.L.IU~O - f-O~~~0~~:i ~ 8~tn8:s:u;tnDO ~ [ . I- ~ lNSWlNC THR!:SHOtD ~ INS'/IOHG n-IRBHOU:I C""t<.-'} ~ AARRffR-FRfi n..-...1toId OPAQUE Door Size Pressures 4'0" x 8'0" +99 .99 4'8" x 8'0" +89 -89 5'0" x 8'0" +84 .84 5'4" x 8'0" +78 .78 6'0",,8'0" +70 .70 DrawiD2 N 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'S" x 8'0" +89 -89 5'0" x 8'0" +S4 -84 5'4" d'O" +78 .78 6'O"x8'0" +70.70 Drawinlf If 99.06 99.06 99-06 99-06 99-06 Conliguration: XX Test RelXlrt 1# 210.2024. 4,5,6,10.1l.l2 210-2024. 4.5.6,10,11.12 210-2024. 4.5.6.1 0.11, 12 210-2024. 4.5.6.\ O.11.12 Certlf)'lag Florida EOlllaeer IlJd License Number Barry Portn.l)' P. E. No. 1625.t._ Barry Portnoy ~No. 16258 Ba.>ry Portnoy P. E. Nu. 16258 =<< Ba.-ry Portnoy P. E. No. 16258 f a~ I, {(V ASTM 8283.91 ASTM E331.96 Tut ASTM 8-330.90 AAMA 1302,5 TESTS OeKrllltloa Unifunn Stati c Air Pressure FOI'ced Entry T.,.t Location National Certified Testing Lab Orlando. Florida National Certified Testing Lab Orlando. Florida National Certified Testing Lab Orlando. Florida National Certified Testing Lab Qrlando. Florida Test Date 0410 lf1998 Test RelXlr11* 210.2024. 10,11.12 210-2024- 10.11.12 210.2024. 10,11.12 2\0-2024- iO.l1.12 04/01/1998 Air J:nfiltralion 04/01/1998 Water Penetration 04/01/1998 Product Acceptance/Label No: DSDI.228 Certifylog F10rida Eogineer aad Llceose Number Barry Portnoy P. E. No. 16258 Barry Portnoy P. E. No. 16258 Barry Portnoy P. E. No. 16258 San)' Portnoy ~~ P.'-N, '.". ~~ iJJfJ1 01.;/1 . ~Il' ==:JO <(OJ .....I <i: a:: I- ~ o (/) (/) l.L.I o U ~~ ~~ '-' C\I 01 <;t Z 01 01 0 <( .....J 01 01 0::: LL. C\I (\j o .00 .~ COCO (/) D- CO 00 Lf)O~~ <;t 0.. 0 0 O'l <( <;t <;t O'l o 01 C\I o Z 00 0 ...: CI)l ~ f- r-- N E ~~o:: O l.L.Io rJ) ~l.L.I:r: ~ l1..?;5 ~- ;:;:; 010 Lf) '-' <( "'-' C\lZ '- &n~ 01l.L.1 i:5 15 c01'.....Il.L.I 0 ro .....I <;t <( I- t) Ol1..(XjgsCS..-10 'ro"':"I--<'o (/)~OU~.-1 Q, <;t :J I- O'l W .-10 Cl::Cl::.f- Lf) Q,::r:l-l.L.IO <( O'l <( D- (/) U Z 0 C'\l LO C'\l ~ (/) Z o (/) > w 0::: 4"TYP 6" I' ---1i rf--I 14"TYP. rJ-,-f ~f- 14" TYP. rf-I 14" TYP. ~f- 14" .TYP. ~f- 14" TYP. Lf- '~A~f w ~ <( Z Z <( .....J a.. (/) --I - <!: I- w o SHEET NO. 8-9 LAST PLOT DATE October 11, 2004 <;t o o C\I o o Z \D o w - I- ~ :J > U1 - o ci < ~ o CD ~ w o ~ ...J 0 IJ. I Ul ..J I- < t1] ~ W ~ ~ Z w Z tJ 0 o \D o ~ t' .... t' I N ~ L{l \D ID M \D M i:' I ...J M IJ. .... <t: OJ 0. I .... I <t: .~ o ~ ~ v;~~ 0 Wf-(/)W:::: OZ(/)::::!<l: OO-I> z:?i!=~(/) <l:("Iwo::;:;:; """~OO ~O:OoO :i:OwwU <l:l.L.I-'1- o::OI-~Z O::Jo:(/):i! (/);;: Wo 0:: I(/)I:i:Z::J 1--<l:<l:U w o ~ o Cl:: >-l1..Z Zl-O <(Z- zw~ -(/)> OZ- woo UU<( ::> 0 OZ(2 ot':lo Cl::r--l D-t::LL. wO:::...,J Cl::~<( l.L.IwCl:: CD::r:~ I-I-w Ol-U Z ::) n' >-~oc <(1-0 ~::;U Z> <t:Cl::l.L.I ....Jw~ D-ZO (/)ZI -<(U) 2=~::;l I- o Z l- I (;) 0::: >- CL o U D- o:: o U l.L.I ~ o ::r: (/) ::) 01 o o N @ PLASTIPRO DOOR DETAILS US HOME PRODUCT APPROVAl... SPECIFICA liON SHEET ....,.._",- ,l\,s f2J:I:Jire.j by florida Statut-a 553842 and Fforioa Ad0'11fli$t,~ii'(€ Code 9a..72. pJ'ease provide tr~ in(orma~ion and awrova~ fI'.Jl'TrOers on the bulJdil~ oomt:Of':e~t$ i: ,~te~j below if they v. W tie Jt;h2~:J i)!"': the_ const(\.Jcti(Ji'l pToI(.),:)t f:.-r W1'IIC(1 1'(10 Gl;e ~pp(y~r<G fo< a bUdrjjp9 p;ifi'{)!l V\~ re:coq'(n(~f~d y'Ot.' ~''1tad 'fOot iocai ptcdud supp\ie.r shoUd you not knO\^,,' th~ prQducl ~pptQ'\,a~ nurntJet for ac'l Of the applicat!.e IistQd prbdi.JGts 1<;"1(;0 .1<;21::i'V~HP Mk213l4i5XHP __re.tt<?rS'lt 0"1 Horne oi'ex!) _, '. . 4...70HPI45ZHP 'Pia fS 'Milestone) OJ~C1Q0120OQ Get i Num 14_40 (;10ru.y &lIiOlnO p((;Q<iW; ~ 000' 6RSTv'>4 116X. 7 ~D00l6RSTVV4 '9 X 71 CateoQrvl$uoc ate1Jorv 1, EXTe;~IOR.OOOR$ /:... 8'NiNGING Manufacturer '7 r,er-n:ta:- T rt,J 8 SL!DING C 8EcnONJ\L D O.HER :t WINDOWS ~'cLEHUNG Klroo DellerSI)t I='a. E"lcxien; Gene.ral/....!4ini1fiUrn Gehera1 Atuminum ~HGRIZONT'''L SuDG" '<IPCO i;1E,Ue'\31l\ ~~rs (Mi1esto0e) Gene ra! Alvrnl{iUm 1--, C ~.~EO KiY1CO 3et~d3il.t Fia Extn...1je:'S "IIAile.sto:"\e\ G~~atA!\JlTfi~urn Ger'1€:al Aium,inwrn D liULUON Kincc Bet}erS"t ,,"Ia. [Kt;;.,:ie.r$ ('Jlilesto"e) Fla ExjrUd<li's {.'1Iilesti:>ne .General Al'~lminum General Ah.Jrfuilum Cereral AIUfnU-'UJ11 General Aluminum f--- 3.. PANEL WALJi, A S,D.NG lB. . SOFFITS K;!ifCan Lrd C"ciITlerOti Ashf~t( 8i~idin'J Camerl)n AsNey 3'1,idina: Produc;t DescriOtion ,AoorQval NUffi!1er{sl $(flQ()l,t1.-star FL117J5 fl1.Z,S: PL061 f'l.'15 Pl264 fLm66 l&'i26A W.~'50 ,Ik 40/50 HP "i,;, 10. 7. <10/3740, T).40/47.YJHP Se 1500/2CIOQ 1~0011140ij440i1450l154J1^' 55Ol157CVi900i 19L1O/1970 FU23 Fl~;l3 F!Al A.264, 1$\111> Fl204 1609 RV<i HP R\N X}__iP. f'';:''i\i4.XHP 16&3163.680 Seres 1 CQO 1 ,80/' 4'B0I1 S$0715907fj80i19'9Q FLl.24 Re7.) Fl43 F12~, 1700 Mk 40/50 plylcr, TwPWICT i6Qi3(XX) 74013740 .3240/4250HP, 680 Ser,es 1000/2\.'1)0 1007TX./1 tOO"1460TOU14t'O/155G/15i0j1 9:'00/ 1970/6000(53QI)/5360 fL125 FL~76 FL44 F12&i. '.:&3, 1en fl2Q5, 21$) 1 $98 H03.-04A, M02-NA. ,,198.0ec FL~7 I ; n~~T"~"8 ~m 115.702/57031570415705157'7 .. . F.L974 t<1\lland Tq ;es fU252: 1 44,5 144$ W'ad Brackets) 8.16671 i~445, 1441,1 -44 'F~}D. fls a(((l !3:9ckets~ -t.'[ i6€It1 5~0.53a7S34g,S;)50,S5 i5000 Mu!!s and Bracl<~t" FL lilBSi 0605106.0$195C>Ol9'~ 10Alu.-oinum Soffit 41550/.15 102/451-CY2N AfWff1/f'(,.;rn Soffit Afuro,!num T flO<€ FoUl' '"14 fL 19$5 FL406 Fl4J$ 2 E O~HER &-~~-:LlLQ.~ER --b,....----- k-,--~~-" 0, G,-ASS e <;(:;,10( Plttsb~'Co(n.if!Q Corp. -- i'3Jas$ unit M~OO!)rv instEJle<l w:t4ortsr PO..1}')'.> 4. ROOFING PRODUCTS ~: SPHAl T Sl-lINC'lES e V~DEI~LAYMENTS C PooFING FASTENERS D RUOF VENT1LAfCRS Certain Teed C9r~l~ ~ark ~40 (a0d AR) XT25 'an<! APi ;x.T30 (aod ~.R' F12&: .0:; Fl25e i' FL250f4, FL250 15 Fl4062 E Fi)OFtNO TItES F. r,I,XIFIEO.61TUMfON ,Air Vent Inc Ventul'i Plus F\'4]$; Cena,/'j TeecCorp ,P'cotno MOdif'eq Si\wrr",,., Roof S"st"m G S U<;IJ'i Pl.)' ROC'!" SYSTEMS H, CE~IEHTS-ADHESIVES COATiNGS i RGOF "ll.F.ADHE$l'/E J Ci'HEB 5, SHUlTER$ A S"ORM PANE:: S IT'5l0N!Al C R:JU..,Uf.l D. C,;.HE-.;RS 6; SKYLIGHTS A.SKYUGH.T C'''HER (, STRUCTURAL COMPONENTS A. \\OCO C.oHN2CTOf,SlANCH,JRS Simpson Str01'1<1."'e USP S'trudur~l CQ\l:l. a':':::t8s F'tATE$ M~Tek lnQu~tr\es\ IDC C E~K;INES~E\) LUMB>'R BDise En Wood Proo D RAc.it<G E. C;()"C;~ET", A)MiXTURES F f,lATEPIA.L FECP Corp {cast.Cre:el o OTHER . NEW EX~RIOR eNVELOPE A l3 Woo<l CDr;re..:;tOf$ 3,ld- Ancf'lors. Vlfrx;d ConCedOI$ and A'l&,OI$ see ch<'lrt ~ee cb~\ft -" ..- Simpson & USP Cross Over Chart with Florida Product Approval Numbers S P <J ct Florida Ff"du~t ""P~:b; u Approval NUl11pef A34 1"L474 A8U44 FL474 C522 FL 1901 h3 FL474 H~O FL474 H25 FL474 H6 FL474 HCP2 FL474 HDQ.8w$OS3 Fl:.474 HETA.16 FUSO, HETA20 FL'901 J-K..,US210.2 FL474 HI-IETMO 1"1. 1901 {S'.'R/l4':) Fi.~;03 HTS16 FL;<J8 HTS20 FL538 HT 16 Fc503: r,rrr::"2 FC5{)3 HUB2G lA74 HUS28 F i. 47 4 HUS~10 FL.474 HUS412 Fi.474 HUSC410 Fl,~74 'Hij$~- ~474 :TT FU74 tl!T FL474 LOT2 FL 1423 LSSU'2~)-2 R474 LSStJ28 FL474 LSTA12 Fl19Cl l.STA18 1"1. 1801 lS,"A.30 F,-,9C1 LSTAY:I FL'9Qj 1.1'812 FLA74 L TS~6 FL474 '- TSB Fl.4'?4 L TS:?C FL474 lTT'9 FL,174 L TIZOB FL.174 LU-S2f) FL474 LUS-:114 FL474 I,'8HA,356/1188 r'L53<' ME. A22 FI901 :\K~T Ft 1423 MSl'~8 FU901 MST60 FL 1901 ~.~~ Fl,1g0i MTS12 Fl474 MTS15 FL4?4 MTS18 Fl474 MTS20 FL4l4 :,nS30 FL474 MT 28 OJ F L5(:) PA51 FL4'?4 80S 1,4x21;2 FUcj63 StJS 1/4:x4 ~/2 FL 1403 SO$1iJ>6 Fl14€J S01 FL474 SP2 FL474 SP4 F['4i4 U24 Ft12i8 $,,1 Pac 10 1"L402 :: HD Titen 1"L23C4 ;< TI:€ prodUcts l"ste.c below dId not dernonstrZ1te prO<1vCt appr:)\~J at pian ~e\.k'\~ unde~ta:~d th~t- at (he time Qfi:\spectiQi': onr\e~ ptOOucts, ttle fo!iQ'~<...~n.g rnfo,'(:'":atiOI1 must Oe a>/3::labie to the in~pe<:tof en the jO!);,lte, 1) copY:Jf t-h~ prod;JCt ,:t~\prQ<,'aL 2) trl-?' peffo(;"f"'anc€ (;ha~'Ccte.1~st)(:$ \.'-Ihich,tr't8 pro.juci ',.'.;'as-tesred_and (:;el1l":oo to comply '~'i\ttl,: 3) CAlpy or !tB appl1cable rnanljfttch.,re~s ,:lst;f;iatlOn ;eql,.;jrer;12f<:~_ F:.;M,hef, L 'I.Lcrd-ers:ard (hese prodl.Jcts mal h-,,\ve t{i be re~T1ov8<j it a-pprovai cant;Qt be dernon~V~ted .junng inSj:.~tK)tk 1--'" I I 1 i I I i ~ rf.l/" np .-1 ie' 1'(J> I 00000000000 e+Jn 00000000000 I ODOOOOOOO~O OnUnOoooooJD D"n"OnOnO~O ~llJi.lj,\l'M.l5C~ (lO\lvW ~ III SAlMi D1R$~ At R!Il$l r-US$ P\-ate9 f'L;1197 Versa ,La"., Sf' \["'/000 : .Jo' ~s j~J.,.LJO($T FL 1.644 Fl ~64o High $t(er>;;thCol'1prete Lintel. F\.1~81 APl"UCANT SIG(",<\TURE DATE r (li0l.n)~..~ ~(>v""""E (f<U) 3~ m 4- I I I'~~~: 'T' i W L .J3-J Ii. RlIf ($"") ~ i., i .. _ .~3:-J I .6~ ~. OC?T~ .>>'~ . ~ , ,_ ,"","''''-:l- btt'll< \1M or Cl'Qll~ 'D. PER CO'lEM<l!: ,Ull' ~tiD .~ +-91 .OM U,1 ,~o" 7_~4 Vl~"A'''''lh~ t<~ I 1 1 1 . I i i I 2J~~ 3$~.;l3.~ RlA AAll ~ DaM,! (~. ~ J._v-q 1M3 I. -( lWl COVE;l.GE GO''''''GE (RET) ( r-" ~76 GI31;l,~ P roCu~t Oes~ription F ramin(t ,t- rc::hC: Ado,t3l'i., ;'>CS1 8<>"" CoiJ Strao 'r ie H:.lfric;.n€ T a H;.irrica~.e ':' a HUfficar,€'- T:6' Hur(!(:ane T: e HiiJ: Cor-:',8( Plate Connector HoloclC'Nn Enl~ded Tr'Jss Archot ErntJt.~Kk,"'I:l Tr-v::;$ A;':chOf itu:.-s han~f Emb€(jQ.>(! .,. " ""s Anero r reay~~ SkB'......ad U Hanger Hea'i'y T:uss St-3:i Heav'J Truss SttflO HOlT e-nsiD 'I -: iE HOtTemjir;;'1 "'--I{> H€:31N ,,\ojst l--ia;1QoSf Heavy ",;,:)ist 1'''';~ r'~JB1" J01~t j'1-1(:('€{ JOl.1 H3 'Y,W' Joist Ha.cQer ,..Joist Hz: ngo;::( -y~ f-Jvlst H3j~ (.J(>I'I Hawer Light: Glr-dw T,t}(!(;.v/{t Slor;abielSke'..;iabie Han:Jer Slopati&!Si<'~,'-/7"<t:-l-e Hat:roi:!( StraD T~ Sir~w T~ St,ap T.~ Str~1),!e Wfst Stra:;) Tv,.;st Strap 1\'i:1stS:ra;:" i'\',"sl Strar> T enslOt: T e TenSi1vn T;e Joi.st Hanqer Joist har>;;&! Nfasonr..- 2~ar:~ Hari<;et Emo€:!c.Jed Tr~'Ss A,'CJiCf MediiJP' G;rCI':.:r :i~!o.\.'m St'fa-o-T~ St.r~i)T~ Str~"',e for !,j~~'!L. Tw'.! Sica;:) Twist Strap T vlist Sh ap TWist Slra;:r TWI'St Str30 Teh$lor: T,e FOundation Str3~ Strom Or:,;e S,,~;e\,,' Stro1Y,i Dr!', ~ S ,,:ew Str;;,nq Onve SC'oS"',<i Stud P:ate :- !{:. Stud P1a te -"':f: St lld Plate .... i€ Fi..:t-ce r'ilovr't ,,;(!:$t :-i:3.i'1(jI~f CxDOV Tltel1 Ax"or ---"."--'-l I I Rl"1llJ77 I I __.1_ r ,lIS ____",---,---.J -"l ~r~ll'R..( 1 '. r I '~. .0 --~"a -c---\T '-"-~3 --1 .',\<1;"'':''... ',':~" ~~~l:' -;,.,p '!"Iji~""o('; l 11(" I,l. ,-'" " ec;; A ~~ , (9-,) E~~ti~'~,Yeuttng A,..r~3; Lin..1 Ft _.~!.!L 14" $offi1: 7,<t4"2 $<.{,!n. $.-;~.81 $~ [:0. Lt" Soffit S.$-$1 ~{l- tll, :t.t<~t sq. in. A~ ',',.. ~19't.." . ,! .-, ~<1" t~O co\otilO( -t--..--.- 4DO .eu;>;!:!c-----i iVl6 ~.. ~~$ ~.' . \\1Dt>l... "''M.. IlU ",.. .0\.""1IS I (fffJ') I -' (ri1'. · ~S) . /f'.-.... LA W~'AlIo<:l..~ Note~ (I)Mllke 1<l' SQflit~", A)"lllinUlll .'.1101)105, RJ$("""Il"MUi (;\) Mak. l~' SQtllI tn."" AhulIio"", Moy Has . IlH ("""""Mj 4). (;:) Ca..~ o..-ll W1dtho: 1$.25 ii<b<. (1,' Solll!) 14.~ ~ (lJ' Solllt) (.{) Al1l'.x>.;i41~ tlalj;l.,. O,041.Unlos< ()rh<...wk;o N..A<l (S)_~s".I<=_ ~~+!~OJ,lQ$ ~ .,'. W!J A1\\t,'" +/~ l~ (~) Tclll1--& ~ M~ B.1AC<>uu<>l "'" Cap_",'l4nu,,"twloS h,,,, Wi<l>.fl1 f...w_.Si""ili<m- >llIi T.~ ('1) kl1loyl'al(~ 'Sl'N,"l, 12' SoffItl'r00uc';s41SW, 10' S.ffit Preduc. \VW NN ~~ta Pif\Ls.h Cbli# (t) lmi~ 1'_ llJofu>s (1'Sl'), C"".llfNr st.. 1st f""""" l4A pi l~" $.Qlh,~ S~Q.lt j,z.... VdXll'Jd; S_()fftt l6' SoM ""/lit ~ I$~ V cnre-d !mint L, II!'f/nl /i'. I PR&PAAtillB'f.JO:HN LALIOTIS. P.E. ~Ollu CONSULTING ENGlNEER .. I'U ~I!O s;, 4.~"'" sr:. .~YrE A r~ $PR.t'. 'Nfi;$ f't... ';4U' ~ pM.~ (727) g.J$...&{."l$1. r,,~- (7Z7) _g~ _.___"'_,_ _....:--:...__ _ .._,___ .p,e;..fi><&gt.$~___2Jt,~4 I *- ~ A \.. lOP W P,\Mi\, A. 1M! .. . . l~llOl.>GH ROlJJ'CR><tR ,rye) J- ~uxa is PAH!1. (F\ILl $(.All!} I k~i' ~":::~:~~ --~=1 f V At ASHLEY OlVlS/ON ~ rMW~~ PART SOLID AND PE~FORATED ALUMINUM SOFFIT I DATE: 5-15-02 I 1 A-10051 ;:<$l:.l.,~QY; J,N.L SCAl,,: N, f's USP Product Number N!~'34 PAU44 RS300 R1'16 RTf Lf-' I AS HHCP2 :":PHD$ HTA16 I-,T A20 THDH21 G-2 HTvV16 H T\N2fJ HTI16 HTT22 HUS26 HUS26 HUS4iO HUS412 rHO THF UJGT 2 LSSH:-'1 L-sr,A,12 LSTA15 lSTAY:J LSTA:)<S .L TW12 LlV{18 LTW18 L TVV20 L 1519 L TS20B JUS26 _luS~14 NFM;'5,'<1178U HT A24 16 KST'24S KST260 -'~ BLILDIXG CODE CO:\lPLL\NCE OJ-FleE (HCCO) PRODl:CT CONTROL DIVISION ~lL.\.~U.DADE COUNTY. FLORIDA t\lETRO.DADE FLAGLER atnLDIi'iG 146 WEST FLAGLER SIRE.ET, SUITE 1603 ML\MI, FLORIDA 33130-t563 (305) 375.2901 PAX (305) 375.2908 ROOFIl'\G ASSEMBLY ApPROVAL Category: Roofing Slj.b,Catt\~on': Roof Ventilators r---ior(da Pro-dud App,oval Numher :\laterials: Maximum Desian Pressur~ Fire Classit1cation: Plastic N/A. N/A NOTICE OF ACCEp:'[~\NCE (NOA) Air Vent, Inc. 3000 West Commerce Street DaHas, TX 75212 '...S, :) C'".!.;;s F: 8~?~ __0" ) :F~,i( c~ =.',- 'fRADE NA;\IES OF PRODUCTS l\L\NUFACTURED OR LABELED BY ApPLICANT: F~ 8,'::~ F'_c' . SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The docmllcntalion SlIbmittcd has been reviewed by the BCCO and accepted by the Bllilding Code and Product Review Cort'u:nittee to be used in MiaJlu Dade County and ot11e.f areas \,bere allowed by the Authodty Having Jurisdiction (ABl). See detail drawing herein F;..a:: ~ ;;"i;<') Product Dimensiou~ FL'~~'" VenturiVellt Plusn~ Ridge Vent ~-c------ ~oc, ~';2' ,:,',- PeS' :! This NOA shall not be valid afier the expiration date stated below. The RCCO (In Miami Dade County) and/or the AHJ (in areas otl1er than Miami Dade County) reserve the right to have this product or material tested for quatity assurance purposes, If this product or material faits to pelionn in the ac(;cpted manner, the .1l1anufacturer will incur the expense of such testing and the AHJ may irrunedialely revoke, modify, or suspend the use of such product or material within their jurisdiction. BeCO reserves the right to revoke this acceptance. if it is determined by BCCO that this product or material fails to me,et the requirements oftbe applicable building code. This product is approved as described herein. and has been designed 10 comply with the Florida I3uilding Code, inducting the High Velocity Hurricane Zone. DESCRIPTION: Air Vents Venturi Plus ApPROVED ApPLICATIONS: Slot: Cut a minimum lW' slot along the apex of the roof by cutting %" on each side of the ridge. The slot shall terminate approximately 6" from t!1e rake edge, "U~'~ :.; EVIDENCE SUB~IIT'fED: J' ~~8: Test Agenq/Idenlifier 'ee': : \:' 0'..56.' Center for Applied Engineering, Inc. I'"'LB~ ;~ Fl. 8 : e ;:':"8-;" :=;...8~ '3 ;:L,::',') t:-~C{:C) ~:, ;.~ ," ," LABELI:\:G: Eadl unit shaH bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami..Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a. renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product, TER.'UNATION of this NOA will OCCllr after the ex.piration date or if th~re has been a revision or change in the matelials. use. and/or manufacture of the product or process, Misuse of this NOA as an endorsement of allY product, for sales. advertising or any other pUlposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISE~lENT: The NOA number preceded by the words Miami..Dade County, Florida, aod 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. I~SPECTlON: A copy of this entire ~OA shall be provided to tbe user by the manufacturer or its distributors ,md shall be available for inspection at the job site at the request of the Building Official. This r\'()A revbes i\OA # 01-0910,04 and consists of pages 1 through 3 The submitted docwnentation was reviewed by Frank Zuloaga, RRC 2:12 Refer to manufacturers published literature F:_8~(; FL..22:,\ ~'=~,i~-'---- ;= ~j~~: ~ Installa lion: Test Sl1cdfii:atiQu Product Description TAS 100 Copolymer pla~tie low protile attic Iidge vent with an integral end plug for instalJation in shingle roof systems. ~ Report llilli. TAS 100 Wind Driven Rain 07-07..00-68 04/27/94 FL6S'~! Place ridge vent section centered over the 'void at one end of the ridge and in.sert end plugs, Fasten with rooting nails through nail hotes in vent. Butt the second se.ction to the first, align ~nd fasten to roof. Continue this proce.ss from end to end FLS2' __ F~ ::; ",:', ."L.8n FU": Ridge Shingle: Install pre..manufactured or fieldeut ridge shingles over the ridge vent in compliance with the ~hingle manufacturers Product Control Approval and the installation instTuctions using I%" ring shank galvanized nails -- i\'et Free Area: SPTn F~2" SPi'24 F~_8~ 7 SOT4 F'_8/ Mlnimlffil Slope: 8 8 NOA ~o.: 03-093Q,10 Expiration Date: 04105/06 ApproYal Date: OVZ9/04 Page 1 of3 1..1.\UTATIONS: NO.\ NQ,: 03,0930.10 Expiration Date: 04105/06 ApproYaI Date: 01/29/04 Page 2 of 3 1. Refer to applicable building codes for required ventilation, 2, 3. VeoturiVent PlUSI'M Ridge Vent shall not be installed on roof mean heights greater than 33 feet. All products listed herein shaH have a quality ass~)rance audit io accordance with the Florida Building Code arId Rule 9B.. n of U1e Florida Administrative Code. ~ NAlLS PATTERN, ~ 12' Soffit - 10' D.C. :n -t",e DIrection of SoHit Length 12' Q.C, il'1 the Direction of Soffit \oIldth 16' Soffit - la' o. C, ;n the Dlr",c't;!on of Soffit L"'n th ~. / P /?~ 16'. o.e ir1 the Dlrectic,~ ')f Soffit Vldth 0) D"'si9n ~re$s()r~ J ~~ NAlLS' A-JDINT AREA 12' DIA, SHANK i PlA. HD, It LONG _~~'~~BATTE.N) 2'X2' PT. SOUTHERN PINE CONST. GRADE ~~ilf(Jrr MINiMUM 2'X2' CONSTRUCTION GRADE ~ ~j MIXED SOUTHERN PINE OR EQUIV, ''''\ \-- \VDOD SA nEN STRIPS 10' .--- ,--~-------- -~. Notes: I (I) Use AIu.mi.oUlll Hllal~ Ashley Part No,404ZQ, to install. S~ure J-Channel Using <.~Resi!rt~ 0.12" Dill:l1wtel: Shank Nails l.Ur tong At /2" Spacing ~ N1li!s. ~ note 5 for Fi1.Ch<lllnel Applications. ,.uu I R4.9 0.8'1 ~ ~ 111 i TlI Rc.tl"'g /)30 / / i~' ;~;'. I I. 1- ---14.1 r- ! )4---.., u'_ 2'5-U-~ j (2) Soffit Nailing Paltern: ' 12" Soffit. 10" O.C. in the'Dimtion of Soffit Length l2" O.c. in the DireI.'tlon of Soffit Wtdth 16" Soffit - 10" 0, C. ill the Ditootionof S,>ffit Length 16" O.C, in the Ditootion of Soffit Width: -4,3 6.6 .!<CHANNeL IN-ST A.ll.A TION ,r BATTEN NAIl.ER (NOTE 4) ............ I "- T I\. FRONT VIEW- OF EAVE \.'lTHOUT FASCIA I 12" SuM Soffit I r Ventcd Soffit 16" Solid 8"tllt 16" Vented SoffIt /"~l f I ~ I I l'nteri{)C 34.4 psf VENTURI VENT PLU'S (3) ~ign Pr=u.."O Ratilli (PSF) Ell.tenQr 51.4psf I I , . ~I ....~l ~ '~, jll "'- ALUMINUM SOFFli I PflNEl TYP, NAIUNG PATTERN 1C'Xt2' <12' SOFFIT) 10')(16' (16' SOf'FlT) (4) NQ( ~ uO'Iernang is 12" Of 1-. lr",'~ iA 12" to 20" divide the wIdth l1ll\lllfto ~ prop<< O.C. ~a&n for 8a\i>>n Nrillllt (h., for an IS' o~ the B11lten shoold be ~ O.C.) (5) rn- Ilallen Nal.let ooIl'equirOO for F-Cllaond Applkatiou.s. Snap . ~'elliao ,roIer= ~ allaCh f"(;hlu>.!let rlit....lly' to wa!I W.j'i- T.Nailer W Q,C, (C8S C<lllllttu<:tioa) <)f. t2" DIA.. c"<lt'l<lGiOll r~ist0!lt naill.I- long 12" O.C, (Pla,....'OOd / 0,,8,8. ~), r sloe ViEH Of EAVE -\ II I ri\. l_lif_.I."~i i \ 24' >-llF-Y I "J ~f OVERHANG I L._ J.CHANNEL -' fASCIA NAIL: CORROSION RESISTANT NAIL ,,~ r "_""""(NOn"} INS{;i~~~ SIDE VIEVY Of EAVE ' 'T .~ I 1 I II r~ 'eA'9ElWNA'SRlE.'f'--l eWil_DlNG PRODUCTS j ASHLEY DlVl$lON TAMPA. FL ALUMINUM SOFFIT---'--! INSTALLATION DESIGN ! JNl_. .l ~ DATE:: _5-1~-02 -j A..10053 J . .... _., ...:(;..~.L,: .~~__,,__,.,......,. ...,._ ___.____,....____...'_ o -1 1-10.J~ _ 24" " II ROOF OVERHANG..J 1_ J-CHANNEL NAIL; CQRROSION RESISTANT NAil. I ~~8'fJOHN LALIOTIS. P.E. 101I0 CONSULTING ENGINEER ,.flit) c. ~ sr. s..Ifi'C A r~ SPR1NC$ n... .J4.!i.89 . JJ.. U """" (127) "'5-<<~. .,(f/X. (7Z7) 9.18. -<lMJ.. ... . PI! 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C<<!s-~ltin$ W Bngint<<i/18 S<xVt~ WI the SUlldinlj lndll>'(ry PO I'krt ;uoV&lti<...n.l'!5~4 I'ho"d13.65~ ~1?7 Pornrt>lkttlHS9 411511 P,.c~, n~U3'3 "9J.l$i1 QUYALI1ATION It fTf~t' n~rt\l Carp. l03 M1:imld Road &Jtler, IN 46121 POOi>e 260 S6t ~811 Fxlimile 26C.S63 $190 ~nn NQl~&QF frY~JXAT1()N n~ ~.rl1l C<Irp. \(laMll!:ddda~ Suder, IN 4612 I l'bo:le~M3.:I3l1 l'a<:$Ilt\i~260.ll63H90 ~RJ:: ~l~"'I.sR~\i)~ ~t~_~ iW.4.,:,)l~'Rl: {~, ..... ~'fl9N OJ! UNa: Mo<M D<<!plltiltr. l'~ C~ Sll'lQ(>th Star, ScOOII'I~ J:lolw (~ wi1JI. \ll1>itboot Side.lilliS Mn4n.. o.-.nIt ~ Sk~ '1111.I". ~ N ts..aNe l~ ~ X. OXO, XO. ()X. XX.t OXXQ Cucnd Dt1trlpUr.1I; The kQd lll4Jatllbil i>lO I\'OCtd ~l\&..S" ~'J 25'" willt all extrllded ahlJ\lialttli ~14. The dx>r ~ wakl!:llto pwls nro 168" thU. ud~ <ttwo Sl<<~ wlllt. ~ofO Q(,5'" fut lllf F\l:lcr C1L~ Seti(l 011 the SIllOOlll Sw Series with a sIOO Ihicknw of 0 07fr Slill$ are g.lue4 10 wood stiles IlM ra,], wi\ll a \ll<llh&lto~. 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U1 I ~ <t w r- ~ S-12 LAST PLOT DATE January 19, 2005 z o o \0 w U r- o Z l- I (!) 0::: >- 0.. o U Z o LD o o C'\I W I- <X: o o ~ I:" I:" ~ U1 I (J'l \.lJ I:" I ['i] .... .... I (J'l o \.lJ ['i] ['i] ..J l.&. ~ a. ~ ~ r- .... OJ I .... :!lo: zlJ.lof- ClG:Zz u;ctct~ lJ.lVlOo: OXlJ.l::;) of-ZU ZZCllJ.l ...O-..,J .....:;:Vl_ ClN:!l~9 :!!:-.1f-::>...J :: -o:ct ct~lJ.lo> O:u..~o:!l oOO~lJ.l :!l:::JlJ.lctO xctxlJ.lO f->f-VlU ~ o >-EEz Z <(~9 ZW~ -(,/)> OZ- woo Uu<( ::) 0 OZ- OW 0:: a::1-0 a..t:u: wO::-.I a::s<( WWO:: roJ:1- I-I-Z Ol-w z::)~ >-00.. <(ID:: ~t:0 zSu :)ffi~ a..zo (/)ZI I<((/) I-~::) a.. a:: o U w ~ o I (/) ::) M o o C'\I @ PRODUCT APPROVAL SPECIFICATION SHEET As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the Information and approval numbers on the building components listed below If they Will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your IOC<l1 product supplier should you not know the product approval number for any of the applicable listed products Simpson & USP Cross Over Chart with Florida Product Approval Numbers Category/Subcategory 1. EXTERIOR DOORS A SWINGING B. SLIDING C SECTIONAL D. OTHER 2. WINDOWS A SINGLE HUNG B HORIZONTAL SLIDER C. FIXED D. MULLION 3. PANEL WALL A SIDING B. SOFFITS C. WALL LOUVER D. GLASS BLOCK E. OTHER Florida Product Simpson Product Approval Number Number Manufacturer Product Description Approval Number(s) Plastpro Inc.l Nanya Plastics Jeid-Wen A34 AB U44 CS22 H3 H10 H2.5 H6 HCP2 HDQ8-SDS3 HETA16 HETA20 HGUS210-2 HHETA40 HSUR/L410 HTS16 HTS20 HTT16 HTT22 HUS26 HUS28 H U S41 0 HUS412 HUSC410 HUSC412 ITT IUT LGT2 LSSU210-2 LSSU28 LST A 12 LSTA18 LST A30 LST A36 LTS12 LTS16 L TS 18 LTS20 LTT19 LTT20B LUS26 LUS414 MBHA356/11.88 MET A22 MGT MST 48 MST60 MST AM36 MTS12 MTS16 MTS18 MTS20 MTS30 MTT28B PA51 SDS 1/4x2 1/2 SDS 1/4x4 1/2 SDS 1/4x6 SP1 SP2 SP4 U24 Set Pac 10 HD Titen Distintion Fibreglass Entry Doors Exterior Doors FL1321 FL498, 539 Kinco BetterBllt (MI Home Prod.) Fla. Extruders (Milestone) General Aluminum Mk 2/3/4/5, Mk 2/3/4/5 HP, Mk 2/3/4/5 XHP 420, 470/452, 470HP/452HP Series 500/1000/2000 420/430/440 FL126 FL561 FL45 FL264 Clopay Building Products Residential WindCode Doors FL542 Kinco BetterBllt Fla. Extruders Mk 40/50, Mk 40/50 HP 165, 165/3000,740/3740, 3240/4250HP Series 1000/1500/2000 FL123 FL663 FL42 General Aluminum 1100/1140/1440/1450/1540/1550/1570/1900/ 1940/1970 FL254,1698 Kinco BetterBilt Fla Extruders (Milestone) General Aluminum RW HP, RW XHP, RW4-XHP 168/3168, 680 Series 1000 1180/1480/1580/1590/1980/1990 FL124 FL670 FL43 FL256, 1700 Kinco Mk 40/50 PW/CT, TWPW/CT FL125 BetterBilt 165/3000,740/3740, 3240/4250HP, 680 FL676 Fla Extruders (Milestone) Series 1000/2000 FL44 General Aluminum 11 00TDL/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 Kaycan Ltd. Cameron Ashley BUilding 0605/0606/9500/9510 Aluminum Soffit 41550/45102/451 02N Aluminum Soffit FL1965 FL406 Pittsburgh Corning Corp. Glass Unit Masonry installed w/Mortar FL1363 4. ROOFING PRODUCTS A ASPHALT SHINGLES Certain Teed Corporation 5. SHUTTERS A STORM PANELS B. COLONIAL CROLL-UP D. OTHERS 6. SKYLIGHTS A. SKYLIGHT B. OTHER CT20 (and AR), Landmark 30/40 (and AR), XT25 (and AR) XT30 (and AR) FL250 CRV Aluminum Ridge Vent NOA No 03-093008 Modified Bitumen Roof System FL479 7. STRUCTURAL COMPONENTS A WOOD CONNECTORSI Simpson Strong-Tie ANCHORS B. TRUSS PLATES C ENGINEERED LUMBER D. RAILING E. CONCRETE ADMIXTURES F. MATERIAL G. OTHER 8. NEW EXTERIOR ENVELOPE PRODUCTS A B. see chart USP Structural Conn see chart MITek Industries, Inc. Boise Eng. Wood Prod. Truss Plates Versa-Lam SP Wood I-Joists ALLJOIST FL2197 FL1644 FL 1645 FECP Corp (Cast-Crete) High Strength Concrete Lintels FL158 The products listed below did not demonstrate product approval at plan review, I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE FL474 FL474 FL1901 FL474 FL474 FL474 FL474 FL474 FL474 FL1901 FL 1901 FL474 FL1901 FL503 FL538 FL538 FL503 FL503 FL474 FL474 FL474 FL474 FL474 FL474 FL474 FL474 FL1423 FL474 FL474 F L1 901 FL1901 FL1901 FL1901 FL474 FL474 FL474 FL474 FL474 FL474 FL474 FL474 FL538 F1901 FL1423 FL1901 FL1901 F L 190 1 FL474 FL474 FL474 FL474 FL474 FL503 FL474 FL1463 FL1463 FL1463 FL474 FL474 FL474 FL1218 FL402.3 FL23042 Product Description USP Product Florida Product Number Approval Number MP34 FL570 PAU44 FL569 RS300 FL822 RT16 FL565 RT7 FL565 LFTA6 FL820 HHCP2 FL817 UPHD8 FL817 HTA16 FL821 HTA20 FL821 THDH210-2 FL821 HTW16 FL820 HTW20 FL820 HTT16 FL821 HTT22 FL821 HUS26 FL818 HUS28 FL818 HUS410 FL821 HUS412 FL821 THO FL815 THF FL815 LUGT2 FL568 LSSH31 FL816 LSTA12 FL816 LSTA18 FL816 LSTA30 FL816 LST A36 FL816 LTW 12 FL820 LTW16 FL820 LTW18 FL820 LTW20 FL820 LTS19 FL822 LTS20B FL822 JUS26 FL821 J US414 FL821 NFM35X1178U FL578 HTA24-18 FL859 KST248 FL822 KST260 FL822 MTW12 FL820 MTW16 FL820 MTW18 FL820 MTW20 FL820 MTW30 FL820 MTS27B FL822 TA51 FL816 Framing Anchor Adjustable Post Base Coil Strap Tie Hurricane Tie Hurricane Tie Hurricane Tie HUrricane Tie Hip Corner Plate Connector Holddown Embedded Truss Anchor Embedded Truss Anchor Truss Hanger Embedded Truss Anchor Heavy Skewed U Hanger Heavy Truss Strap Heavy Truss Strap HDlTension Tie HDlTension Tie Heavy Joist Hanger Heavy Joist Hanger Joist Hanger JOist Hanger Joist Hanger Joist Hanger TF I-Joist Hanger I-Joist Hanger Light Girder Tiedown Slopable/Skewable Hanger Slopable/Skewable Hanger Strap Tie Strap Tie Strap Tie Strap Tie Twist Strap TWist Strap TWist Strap Twist Strap Tension Tie Tension Tie Joist Hanger Joist Hanger Masonry Beam Hanger Embedded Truss Anchor Medium Girder Tledown Strap Tie Strap Tie Strap Tie for Masonry Twist Strap Twist Strap Twist Strap TWist Strap Twist Strap Tension Tie Foundation Strap Strong Drive Screw Strong Drive Screw Strong Drive Screw Stud Plate Tie Stud Plate Tie Stud Plate Tie Face Mount JOist Hanger Expoy Titen Anchor w () ~ o z w (.? ~ o e w n::: <( ::J CY CI) W ~ u..<a::: '0 a::: 0 ~wu..u.. <O~~ ~-O::) x~a:::o o::)u..u a:::OzU o..."",w< o..."",~,--- <0<0 wa:::f-z cr:u..w <za:::O ow<D W~U)D I-;::zz o 0< ::)w-w Oa:::(J)"", <z"'" . t3(J)w<z <-,z~EEQ ;::QDOf- 0(,/)CI:f-() O~O~::J u.."",~uo.. w:::wOo... a:::Df-...J< < ZLO...J ::)...J- ...J o~ (,/)'6 <(~ (,/)a:::...J........ w...Jo :::::J>~za::: <0;;:.<0 ~~...J fl)1a~~ Q.)._ 0 w Q.)UU5z ~~~~ I (/) ~ 0 fl)COo..c.::J Q)C536 - 'OJ) Ci: ....J ca'- -::) ....J ... (/) E2 LO <i: Oa,)w a::: "C U l- E ~ ~[ ~.~~ tj ~~b a58fE~ ~ X::;;.....i... W W i'- 0 lL. c.::J ("\j (V).;t ZM ('/')0 ~ ....J (V) (V) a::: u.. ("\j ("\j ~ ~- ~ ~ (,/) 0.. co co LD 0 r-:.. r-:.. .;tCLOO 0) ~ .;t .;t ~~ c::::JO <(CQ · ~ c.tJ ~~ ~ Q) 19f- w <-' 00 cj I ~ N Z 1-, U) 3:: lD - <-,zw <lD\"'l ~ (,/)~Qo a:::N<D (I) '01--0 o~,,* Z ffiz()u wc,Q~Li 0 w <1: u: <-' I I "* . j:: ~t0-z f-I-....ILU ::;) 0a:::UO ~u..u.o. ....J zwt5:...J OOu.iz 0 WD(,/)S(,/)u..Zo.LU U') lJ.,JZ(,/)LOZOO ~Q I::)zwQ~f=Zcr: Z f-D~I(,/)<a:::==:J ~ I.l..Z-.Jf-:>uJOOlXl (I) o<o...::r:WU)il.o:: . ;: f-lJ.,J...JI-O:::o...Jca"'" C U') ,~ < - <(....I w'-'O:::3::('/')za::: 'lJJ LO 53 ::) 0 < ::) ~ 0( c:c W-.JI-~~DI-....I:::C C 2:3::0~~I~~~~ C2 a:::C:::f-<-,cr:Oc 0 2~tn8~(i)tnDO ti SPT22 SPT24 SPT4 FL817 FL817 FL821 O'l o (V) ("\j 6 6 co f- ...: Cl)l ~ f- i'- N E ~~~ O Wo VJ ~WI ~ u..~5 iXi8lf)<-' < 1l)i'-~6Su.. OJ o.o("\j("\j 0 .a C (V) <t ~ flJ .8 CO...J a:::r- U au..'"'" ~'"'" 0 ,Cl)l::)UtO ujCOi'-t)Ci:,"", -3. ~ ::) i= O'l w '""'0 a:::a::.f- If)Q.If-WO< O'l<CL(/)UZ 0 .;t o o ("\j .-j .-j 0 0 Z \.0 0 w - I- U1 - 0 > ~ ~ t' ,... - ci ,... t' (J . <t > I N ..J (]'\ Ul 0 [l] 0 I - \.OO' ~ W[Y]\.O D r! M t' .J o I I.J... I .J [Y] U1 LL r- .J f- ~ co <t U1 a. I ~ W r- ~ ~ ~ z .~ w Z [.J 0 0 \D o z w (;1 Z Vi~<,2 0 Wf-(/)W::j OZ(/)::::!~ O-I> ~~t:::i:(/) <NWa::~ (;1,",,~OO ~a::ooO :i:frw':jU ~o~~~ O::Ja::(/)~ (/);;;Woa:: I (/)t:z;:) f--~~U C'\J(f) 'Z L!)O ~(/) > w 0:::: w 0 - (f) I- 0 .-.J z - <r.: l- I- I W 0 0 - W 0:: ~ <t >- Z Q.. Z 0 <t .-J 0 Q.. SHEET NO. 2 o >-EEz zf-O <z- zwc,Q -(,/)> DZi5 tjO< ::JUo oz- owa::: ~I-O o..t::u: wCI:...J a:::~< WlJ.,JO::: co::r:~ I-f-w Of-U Z::J . rOn... ~:co::: 2t::O z3:u ~a:::w -.Jw~ o..zo (,/)ZI -<(,/) 2=~:) B. UNDERLAYMENTS C. ROOFING FASTENERS D. ROOF VENTILATORS Air-Vent Inc. E. ROOFING TILES F. MODIFIED BITUMEN Certain Teed Corp.-Roofing G SINGLE PLY ROOF SYSTEMS H CEMENTS-ADHESIVES COATINGS I. ROOF TILE ADHESIVE J. OTHER S-13 0.. 0::: o U W ~ o I (J) :J ('/') o o ("\j @ LAST PLOT DATE October 11, 2004 PRODUCT APPROVAL DETAILS SINGLE HUNG ONE BY \VDOD "2' CONCRETE OR CAULK BETW'EEN BUCK BY O"HERS \~ r ~ASONRY opeNNiNG I W'OOD BUCK ~ (~OTE 6 ~ 7) \ BY Of HERS MAS'Y OPENING BY O,HERS CAULK BETW'EEN \ >,[NDDI.' f"LANGE~ ~~~ ~ W'OOD BUCK \ I ~ 1-1/4' ~IN oQ. 4. [WBEDM[\oT , . .X ."-... ~ I ! F~ / ~ INSTALLATION ANCHOR I' / 3/16' DlA. TAPPER (NOTE 12) STUCCO J ~ \~ i BY OTHERS ~I SHj,"'l AS REQ'D, ~ 114' MAX. PERI2~0E~ , 7 (SEE ~O,ES) j / "LANGE TYPE :~GI:T:I:~L! :f~gg~ rRAME I.GLAZING BEAD : \,.(,H OYP) ~ GLASS (\d:-.iDCV ~ <TYP,) cstE 'iDGHT) , i CAULK BET'.'EE,~ '.'INDOI.' (' __ I f"LANGE ~ PRECAST SILL ,--, .1'w'1 VULKEM 116 ADHeSIV?_. I i= = . CAULK, OR APRV'D. EOL "" , i PERIMETER W ' CAULK", ' j BY OTHERS \\ ~J . @ ?REi~SJTJf~~ ~ i NO,ES) I SH (]lUCK HE1rn F'"LANGE: TY?S ' ~ '.'INDO'.' rRAMEI /' SILL I I I j f..____ -<< ~ SECTION A-A i-''';,\.I'-l I ~ A'1 C I ro ! l ViEWED FROM EXTERIOR J \./,H, F I ~ /r E , K B (' '-' ~ I A-J C-LFVAT!ON MASONRY (FLANGE) IMPOR.TANT INFORMATION & GENERAL NOTES These notes are provided to ell sure proper insta1!atio!"', of F:orida ExtrJders J"1i!e,ior:e products and must be followed rJlly, BV (BUCK w'ID~H) I --<, ~~liE4~'I~~~ I GENERAL INSTALLATION I~STRUCTIONS &, BUCOKNEBy,BYOT'-:EOORSD INS;j~~~T~r~ e~~~EO~ I i c> n 1 1) SHIM AS REQ'D, AT EACH INSTAUN10N ANCHOR W:TH cOAD BEARlto.G SHIM, MAX. (NO~E 5 ~ 7) NOTE 12) , ALLOWABLE SHIM STACK TO BE 1/4", SHL~ ,~$ R[~'D. I \ I 2) USE SlUCONlZED ACRYliC CAULK BEHIND WINDOW FLANGE AT HEAD & JAMSS, ~LAZING BEAD ----=---- ,r' '7 APPROVED EQUAL. APPUCATION OF VVlKEM 116 ADHESIVE CAULK OR APPROVED (TYP) ______ = EQUAL AT FRAME SILL MUST COMP\. Y WITl-I SEAlANT MANUFACTURER'S ~ j RECOMMENDATIONS. - - ---. D.. J) USE SILlCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUII<D EXTERIOR Of GLASS ... ~ W WINDOW FLANGE AND TO SEAL HEADS OF INSTALLATION FASTENERS. (TY?.><SEE NOTES) I, 4) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. TH1S PR.1NT ALSO i APPUES TO THE FLORIDA EXTRUDERS 1500 A~D 2000 SERIES SINGLE HUNGS, rLANGE TYPE ~J."'.. . 5) WINDOW FRAME ,'1ATERlAL: ALUMINUM A~LOY 5C63, loIN DOW' r RAME )1 , A."B :AULK BET>'EEN '\ ',;NDO'.' rLANGE r \""t ANCHOR INSTALLATION INSTRUCTIONS ~ W'iJOD BUCK pc~IMnER . J' : \ CAULK ~ /~ 'I GENERAL: # \,I BY OTHf:RS /' . (W'INDOV \ilD"k) /" I S-uCCD BY S'"fHERS -------CAULK BE:T\.I::E~ I SECTION B-B ~.?~~ Bc';,CE'i,;tG BY C-HERS CGNCR'ET"E OR-.J MASONRY QPt::81:-.lG BY O"HE~S CONCRETE CR ~lASGNRY Opt:~rNG BY OTHERS qq \ 6) NAIL ATIACHMENT OF NON-STRUCTURAL ONE BY BUCK lS 40 FROM EACH CORNER i: AND 8" ON CENTER. USE A HARD~NED "T-NAIL" WITH A 0.097" DIAMETER AND 1 3/8" i.12. cENGTH (5/8" EMBEDMENT), A HARDENED "MASONRY NAIL" Wll1' A 0,148" DIAME'OR AND 1 1/2" LENGTli (3/4" EMBEDMENT) OR EQUIVALENT, FOR ALTERNATE SECTION A'NB-B, USE A 0.113" DIAMETER COMMON WIRE NAIL W!Trl A 3/4" EM8ED(~ENT OR EQUIVALENT FOR NAIUNG NON-STRUCT'JRAL ONE BY BUCK INTO A TWD BY STRUCTVRAL BUCK, ~ 7) APPUES TO AlL NON-STRUCTURAL BUCKS LESS THAN 1 1/2" TH1CKNESS, NOT INTENDED TO UMIT TO NOMINAL ONE BY WOOD BUCK ONLY, BUCKS GREATER Tl-IA.N 1" NOMIMAL (3/4" Tl-IlCK) AND LESS IrlAN 2" NOMINAL (1 1/2" THICK) WI'"L REQUIRE NAIL LENGTli SUfFIOENT TO MEET EMBEDMENT REQU1REMENTS Of NOTE 6, ~ 8) ALL lNSTALLATION ANCHORS MliST BE MADE OF CORROSION RESLSTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPUED SUITABLE FOR Tl-IE ENVIRONMENT AND/OR FRAMING MA"T"ERlAL. WHERE ANCHORS ARE USED iN PRESSURE-PRESERVATIVE TREATED WOOD, THE '11000 SUPPUER SHALL BE CONSULTED FOR RECOMMENDATION Of ANCHORS COt~PATI6LE WITH Tl-IE PRESSURE-PRESERVATIVE TREATMENT PROCESS USED. 9) ALL flEW SUPPI1ED HOLES IN THE FRAME (If ,~EQIJIRED) WILL BE 3/16" IN i)lAMmR. 10) WOOD SCREWS SHALL MEET ANSI 61S,61 DIMENSIONAL REQUIREMENTS, 11) IF WOOf; TENDS TO SPUT, PRE-BORE HOLES AS FOLLOWS: #S WOOD SCREW. l/S" DlA. PILOT HOLE &. #10 WOOD SCREW - 9/54" DlA. PIcOT HOLE (NATIONAL DESIGN SPEOFICATION FOR WOOD CONSTRUCTION). [SEE SHEET 2 FOR CONTINUATION OF NOTES] J-3/S' --...... Ml'<, Ei'lE, . . / ~~ I JI 1-1 I I v--~ ~ "--- 2X4, 2X6, 2XB I.''JOD BUCK "- BY O~HERS (SEE NO-E [5 ~ 23)& :--... il ONE BY >'OOD BUCK BY O-HERS I (ZJPTWr-,AL) (NOTE 6, 7 and l$A> INST ALLA nON ANCHeR #10 W'DOD SCREW' (NOTE 16 Q~d 15M SFCTIOI'J A-A (ALTERNATE) &, For installation with tNO by with or w /0 one by wood bUCKS. .'". , .. .. , ,/'" A, kw;;~': . .,...." ..:'tr"~,.. ' < to:' . .. .t ~"- ~ ...___~~~_v j kt ~-f;z,;.2;,!c'5 ;. ~".".' ,~ I ~ ' ':~~~~;~:;);~l~/ ... ~~ o:~ REV DESCR1PTlONTDATE 11'<1 C R(VtSEQ NOTES 3, S, 7. T2 9 IR I A 8, lei, 1 SA ~ 22. ADOEC i1 /1 IC3 ........ NOTE 2J, REY'SED , ~~rtRO~CAfsD~DNDR~1..ArEO I ILLJS;RATIONS O'O~ NOTE I I RE:V1S'ONS. I i I FLORIDA EXTRUDERS INTERNATIONAL, INC, , 2540 JEWETT UL~E CERTI~CATE OF '''''ORllAC1CN NO, 92J5 SA.'liFORD FLORlDA TITLE: INSTAU..ATIDN DETAIL SGL, HUNG f"LA,~GE ~:NDO\iS - SERIES 1000 1500 ~ 20DC DRAWN BY: 3B APPROVED BY}(J<'\ DATE: 12/ 19/03, SCALE: NTS DWG,:FLEXOO 15, S~T 1 OF 2 go coZ !~ SINGLE HUNG FRAME (FIN) -i 1'-- l' MIN, EMBEDMENT (\V ODD SCRE'w') SHEA THING BY OTHERS - T\JO BY '.Io0D I BY OTHERS I :r-~S"'AJ..LAT[ON AI<.~CHOR: ... ' ~ SrIJ:M AS REQ'D, '8 '.'OOD SCRE', SHDW'.~ -----------h~ I: I / '/ (SEE~DTES) BY g!~m ~.........., 1111/ 7'\ I I i V _ GLAZI\JG (TVP, 7 .' i J (SEE NOTES) PERI,~ETER , ". ' 1<4' ~AX. CAULK f SY,M SPACE BY 8THERS I-- FIN FPE I W'INDO'" FRA~[ HEADER , GLAZING (TYP.) , ~ (SEE NOTES) ~ - \ilNDOV I.':D,H -1 f-- ~H~~ 1~~CE SHI~ AS Re~'D I ro.'O BY '.'000 (SEE N'J~ES) i I / {, BY O~HERS I W2i/ \ L l,IMlN' , ~ ~MENT L_ I ;I~ <\.IOOD seRE vi) I I I" ~ S~A~~ FIN FPE /IJ I ~ CAULK B:E~::EE:S VI~]aV FRAI"1E ~ ,I / '- ~1~~~~T~l~ vAMB PGIMETER -1 lNSTALLATlON ANCYOR CAULK #8 .'JiJD SCREW' SHCw~ BY :-HERS STUCCO BY :THERS SECTION 8-8 ANCHOR INSTALlATION INSTRUCTIONS ,h i n l~ di F' ll~ l',. ' T',O BY '.'OOD INS,ALLATlCN A,~CHO~ .::::. I: i I ~ - BY OTHERS "8 1.'0iJD SCRE'.' S_________HawN~"...~...: ~,.~illl 1__ -------~:7' I: II ...,""~~'~"<'-~.>~_'>~,, BY 6~~~~g J' 'I' ~ ~/ .,~,;~'~~'ti: ... l"'~ :~.; ,.' lj./iJ "\ CAULK BET'.IEEN I 5i 0 ;, '. " ',INDOW' rr~ SHEATHING J ~ ~ *1!/' . ' ~ Si-1E:ATHtNG BY Oi"HERS :I ~ f, I.J ~~---~ - 1'MIN, < - '; h (,,) -'23.;0) SECTiON A-A ,~,6:,\g:~~\ il \~;~~::,~;}:r~j CAULK BET>'EEN W'I~DC'w' FiN ~ $:HtATHl\lG I I Vr'~DCVl ~EIG~T GLAZI'<G (TYP.) r (SEE NOnS) _______....1 i I i I FIN TPE 'JINDO'w' FRA.~E SILL ?ERIMETE~ CAULK BY DTriERS;: / MA,RBlE SILL STOOL BY O"l"'HERS SECTIO~ S-6 11 n r ,"'''lLATJD" '''')<0" U 3/tS' 01" TAr-CON I S{;RE\J ANCi<ltR (Typ> r SILL Cl..l? ----.J~L .J I f 1 1/4' ~nl, Q '_ (MB(I;M(NT ~PRE:CASr s12 B'T' OTH~ I AUXI L:AR~ EJ..6If O'-OR A.DDlTltNt>L. 4.NCHCRS, ....J.iEN RE~lilRtD' 9tJ:~ it 10 8 , ""'"" :- I ] IMPORTANT INFORMATION & GENERAL NOTES These notes are provided to ensure proper installation of i=!orida Extruders. :-1i1estor:e prO(jucts and must be followed fully, GENERAL INSTALLATION 1NSTRUCTIONS ~ 1) SHIM AS REQ'O, AT EACH INSTAlJJ>.TION ANCHOR WITH LQAD BEARING SHIM. !"\AX. ALLOWAB~ SHJi>1 S1ACIc; TO BE 1/4", APPLY A BEAD OF VUlKEM 116 ADflESIVE CAULK OR APPROVED EQUAL AT THE FA5'ENER lOCATION PRIOR TD INSERTING THE SHIM TO ADHERE THE SHIM TO THE SGSSTRA TE A.~D/OR WINDOW FRAME. FULL BEARING BETWEEN THE SHIM. 5UBST?ATE A,~D WINDOW FRAME ARE REQU1RED. 2) USE SlUCONIZED ACRYIlC CAUlK BEHIND WINDOW FIN AT ~EAD, SILL &. JAMBS. 3) USE SIUCONIZED ACRYUC CAULK FOR PERlMITeR SEAL AROUND EXTERIOR Of WINDOW FRAME, 4) FLORIDA EXTRUDERS 1000 SERIES S]'~GLE HUNG rs SHOWN THrS PRINT ALSO APPUES TO THE FLORIDA EXTRUDERS 1500 AND 2000 SERIES SINGLE HUNGS. 5) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. r-- W'[~DIJ'.'_-I , W'IDTH I i AI I I I Ie). 6) ALL INSTALLATION ANCHORS ,'1UST BE MADE OF CORROSION RESISTANT 1 / 'I " T ~ MATERIALS OR HAVE A CORROSION RESISTANT COATING APPUEO SUmB,E FOR i ,I I' I :: I i THE ENVIRONMENT AND/OR FRAMING MATERIAl. WHERE A.NCHORS ARE USED IN I ~ i 9 : 1 3 PRESSURE-PRESERVATIVE ;-REATED WOOD, DiE WOOD SUPPLIER SHAll SE I A.~CHDR f I ~ CONSULTED FOR RECOMMENDATION Of ANCHORS COMPATIBLE WITH ThE SOAC!% ~ I EJUALL Y SPACE PRESSURE-PRESERVATIVE TREATMENT PROCESS USED, (SEE BELC\v) 1 ANCHORS (TVP,) 7) A.LL FIELD SUPPUED HOLES IN THE FRAME (IF REQUIRED) WILL BE: -.- I ~ I D..C a) 3/16" IN DU\METER FOR #8 WOOD SCREWS, AND '.'INDO'.' T I : , I L1d b) THE SHANK DlAMITeR Df THE NAIL ROUNDED UPTO THE NEXT STA,~DARD HCJ!GHT Ib'l!-#: " --L DESIGNATION DRILL BIT SIZE. {/' ~ 8) WOOD SCREWS SHALL MEET ANSI BI85.1 W1ENSIONAL REQUIREMEN'S. 9) ~,AILS SHALL MEET ASTM F 1667, "STA,NDARD SPECIFICATION FOR DRlVI:N j FASTENERS; '<AILS, SPIKES, AND ST A.oLES." ANCHOR ~' I A ,.11 6' V,AX ~ 10) IF WOOD TENDS TO SPUT, PRE.BORE HOU; AS FOlLDWS (PER ~TIOML SPACING - '-- ,(TY?) DESIGN SPEOFICATION FOR WOOD CONSTRUCTION REQUIRE~1EN;-S): (SEE BELO\v) I -< i_ 6' ~."X (TV?) a) #B WOOD SCREWS - :/B" :>lA. PILOT HOLE. b) 0,113" DlA. NAlLS - #44 DRiLL SIZE PILOT HQU;. E i EVA T! 0 N 0) 0111ER NAIL DW4ETER PILOT HOLES NOT EXCEEDING 75% Of DiE NAlL.S DlA;lETER AS REQUIRED, 11) WOOD SCREW AND NAIL WITHDRAWAL VALUES USED TO GENERATE FASll.'NING REQUIREMENTS ARE 3ASED ON SOUTHERN PINE WITH A SPECIFIC GRAVITY Of 0.55. 12) WOOD SCREWS AND NAILS SHALL ,~OT BE MIXE::> TO FASTEN THE SAI'1E ASSEMBLY, - 13) WOOD SCIWNS ANO NAILS SHA...L NOT SE USED TO cASTEN ASSEMBL Y r.~TO THE END GRAIN Of WOOD, - GENERAL: HZ-AD VIEWED FROM EXTER'CR SILL ~ JA.~B ANCHOR SPACiNG (TO 70 PSf" D,P,) '.'OOD SCREW', 24' DC, ~AX (TVP,) 'AIL' 7' 0 C ,~~X. ,OR ~A.~BS A~ll 10' ~ C, MAX, FOR HEAD ~ SiLe [5EE SHEET 2 FOR CONTINUATION Of NOTES] ~EV: DESCRIPTION DATE INI T:1:EVISl:::lJ NOiE 1 I U 1 1 I B ADO REQUIREMENT TO j' 01 ./03 R ~ A i USE AOHESM: CA,0LK , AT SHIM LOCATION, 1 e !~~:~~g ~gii ~ AND 1i:1l0/S3 RJA 111TlE :0 REFLECT NNL : Al TERNA"lE I FLORIDA EXTRUDERSI~~~~Ntl~~\~~ CER11~CAIT OF 'OTHCRllA"CN NO, 82J5 SA..l'lfFORD FLORIDA TITLE: I~ST!lLLATION DETAIL W/!f8 SCRE'tiS OR NA:lS SINGLE HUNG FIN WINDOW - SERIES 1000,1500, 8. 2000 DRAWN BY: BE I APPROVED BY: ~JA DA'l"E: 12/10./03 I SCALE: ~. T, S, [DWGJ' EX0026 S~T 1 OF 2 lOGO S H r l x 2 X ./8 vA"B (TYO) 1 ~ TuBE MGLUDN ,i1~ r 1 X 2 x 3/B ~ T\)BE I-1LJlUI:N I : lOOO S.H,-, JAM1I (TYp) \ \ ~ ~ ' I TYPICAL VERTICAL TO HCRIZONCAL MUUON '0 MUlUON L. ~ J ~ ~9 X 1/2 St:lf ~ APPING $MS i~ , ~ ~ BJ ~ If& X J-1/2 SELF TAPPI/'.'G $:1"1$ 'fI.8 x 11"2 SELf ;- APPING SMS ~U;E \~L~~~.N \ I n. i X: 1000 S;~JH'- I II JAMB <TY~,) I I '--7~~ I 'E ,..L....- ~_l .. x 1/2 SHr ..... ~ -; APO;>!~O $M$ i , if [<: S~tlL"'NT :9!ST'..t:(N , j Vlxt:Cv F"LANGES J'" &. "IU\..UCN \;)} __';<: \ SEALAl'l'T S(TV(E:~ ,-~ ,*,11'0]0,"", rLANGES -V' L #6 X 1-1/2 S€~F s. "IUlLlCN :- APPjNC SoM$: A-A (i) SECTiON SECT'ON A A (2) ~ooo $,H. -; .--- JAM' (TY~)~~ 1 X 2 7/16 X UB 1!";"3( ~ULLlON ,- 1 X '2 7/1S X 3/8 I lOOO S H'l --.Ll "USE MUlUJ' "A~B <no> ; I II .-LJ~I ! r. liS x l/2 SE:U" ~I ir. 1:8 x l/2 stlF" ':" toPPING $.'1$ I T APP!1>.G SM$ 'j~ ~ J ~ 8,!,~ !:; 001 S~1~;~~ R~~6~~ ~ '- tHJ X 1-1/2 SELf' $. MVLl.JON TAPPING SI-iS SECT'ON A A (7) ~ ,0::; s~~~;~~ }i~~~~~ j/ &. ~ULLICN {( ~ \\ s~~;~~ }t~~6~~ J/ \ a. ~UU_10N \-#8 x 1-:/2 S[Lr- A-A (3iTAP?ING $M$ '<< 09j \- #8 X j~1/2 S(lP TAPPING s:~'S SECTION SECTION A A (4) @ ~r:X4xva n x ~ If [I rUBE MULLleN n r ;UB~4 M~Lt;~N .1 Ii ! II lOCO SH -", I ' 1O00 S.H'l I! II CA~B crYP) \ II I ; .A"B (1YP,)~: I i =111 ,r..a X :/2 SEeF ~ ~ r'8 x l/2 SELF ~! i ~<P?ING SI4S I 1 TAPPING SMS \/9 SELF 1 APf>:NG ~ 8 ---.J s~:s(n?) ~ VIEWED FROM EXiER:!OR I' -'" w ~'" Irl.'r-...~~ I.::tiNI")i!": !g~-Io IjSru..z 1~(D'i~ I ~ ~ g ~ 15-L0 t:~ i~ Oc: HORIZONTAL SLIDER MASONRY (FLANGE) TYPICAL MULL INSTALLATION MASO~~~C~~l~J~~ B~~~L~ ~~II.'P~?~~~B5 lNST~LLA1I~N M'CHGR IMPORTANT INFORMATION & GENE~L NOTES & BY OTH(RS BY :::-HERS ~ l~~~t ~~ APPER "1'ese notes a--e ~ro'1ded to ensure proper Ir'staj(aton of >-[oraa Extn..oe:-s Milestone ONE BY '.'OOD :\ _ ~ _~ products and MU~ M follov.ed My BUCK BY OTHERS~ ' I (',OTE 6 ~ 7) <\ ~ ~ II 1-1/4' MiN GE~'ERALl~STALlA'ION.NsrnUC110~S 7)APPlIESTOALL~ON-STRUCTURALBUCKSLESST"AN I :/2" ThICKNESS. NOT CAULK BET>'EEN '<> EM3GMENT ~ iNTENDED TO LIMIT TO NOMINAL ONE BY WOOD BUCK ONLY BUCKS GREATER w'INDCw f"LANGE il :) ~HIM AS REQ 0 AT EACK INSTAL,;."TlON ANCHOR WITH ,O,lC 6EARlNG SKIM flAX. THAN l' NOMIMAL (3/4" ThlCK) AND LESS T'1AN 2" NOMINAL (11/2" THICK) WIll ~ ,",ODD BvCK ~ 7-1 -[ ALOWABLE SKI" STACK TO BE 1,4 e REQUIRE NAIL ll:NGTH SUFFICIENT TO MEET EMBEDMENT REQUIREMENT> Of \ ~ ,l/4' Sc<lM 2) [;SE 5ILlCQNlZE~ ACRYUC CAULK BErllNO WINDOW FL.A,~GE AT rlEAD 1< JAf1IlS. SILL NOTE 6 ! . ~J .............. I SPACE ~Ax.l "vST BE ATT,lCrlCD TO THE SUBSTRATE NITH VUW:" 116 ADrlESIVE CAULK OR B) ALL INSTALLATION ANCHORS MUST BE MADE Of CORROSlQN RESISTANT \ 1 - APPRO\ED EQUAL APPUCATION Df VULKEM ,l6 AJ"ESlVE CAULK AT f'O.AME SIu. M[;ST i'\AITRlAt.5 OR HAVE A CORROSION RESISTANT COATING APPUED SUITA8LE FOR I I, II . I COMPLY vvrH SEA:.ANT MANUFACitA~.ERS RECOMN€"IDATIONS mE ENVIRONMENT ANDIOR FRAMING MATERlAL WKfRE ANCHORS ARE USED rN ' III Ik Ii /~ 3: USE. SfUCO^ll2EC AG~:""L1C CAULK FOR PER1ME"TER SEA-l AROliND EXlERlCR Of PRESSURE-PRESERVATI'iE TREATED WOOD, THE WOOD SUPPtlER SHALL Be I STUCCO J 'I I:, , LD WINOOW FCANGE "~D TO SEAL HEADS Of INSTAllATION FAS"'ENERS. CONSUL TEO FOR RECOMMENDATION Of ANCHORS CO"1rATIBLE WITH THE I BY O-HERS ,Il L r ':\ I, ') FlOR.IDA EXTRUDERS 1000 SERiES KORlZONTAL SUDER 1S SHOWN ?RESS[;RE.PRESERvATlVE TREATMENT PROCESS USED, / [sJ ~ 5) NlNDOW FRA", "IATERIAL ALUMINUM AllOY 6063 9) ALL FIELD 6UPPUED HOLES IN THE FRN1E (IF REQUIRED) WI~L BE 3/15" IN i PERI,"CER I L~ [j I Sr<I" AS ~E~ J I DIAMETER. ! CAULK -' ~ I - (SeE ~CTES) B H ANCHOR I~S;-AL'-"nON IN>CRUCTIONS 10) WOOD SCREWS SHALL f1EET ANSl BIB6,1 DIMENSIONAL REQUIREMENTS, BY DT~E~S I I (BUCK 11) IF WOOO TENDS TO SPLIT, PRE.BORE HOLES AS FOLLOWS: #8 WOOD '"H I ,EIGHT) GENEF\Al: SCREW - 118" DIA. PILDT HOLE &. itO WOOD SCREW, 9/54" DlA. PILOT HatE (',INDO, ~ I r- L D.. 6) NAIl ATTACHMENT OF NON'STRlJCT1JW ONE 9Y BUCK 15 4' FROM EACh CORNER AND (NATIONAL DESIGN SPEClFlCATION FOR WOOD CONSTRUCTION) HEIGn T) ~ G~~~gS ~%~E I w 8' O~ CEN"ER uSE A HARDENED '~'NAIL' WITH A 0097" DIAN8ER AI..O 1 3/8" LENGTH GLASS (!YO) rl[A~ER S,S" E,~SEDME"; A MARDENED MASONRY NAIL' WITH A 0 14$' OIA"cER AND, "" 3/16" DlA. TAPPER CONCRETE SCREW (WITH NON-STRUCTURAL ONE BY (SEE ~C'ES) "'~ I I CENGT" .3/4' EMBED'IENT; DR EQUIVALENT WOOD BUCK)' , II '---=r-P i\- ' ;2\ C'E BY '.'OOD BUCK By C~NCRcTE JR 50 REI G "{!TH A I ,I ~ i ~ C~HEF~S <~O~E 6 ~ 7>" MASONRY DPP~ING ~2~~;€R0~~~~N~ ~~~~~~0~~~~o~ ;)~~S~: 3/16" ~lA. TAPPER I ~i I _. B V _. l" B'" QTkERS CONCR.ETE SCREW Of 5UFfIaE~T l111. TO ACHIEVE r-UN, EMBEDMENT OF 1-1/4" i ~nfl RIG:O Vl~Yl ! C3v.cK 'w'IDTf-l'1/4' S,'-HM_. 1'\ ---~'~g[":i'42~~r INTO MASONRY OR CONCRETf, PERI~ET"R. i 'v Il GLAZING BE^DI reM,GE l'yoE SPACE "AX, 4 1\ ' " 13) SEE SHEET HOR TAPPER INSTALLATlON ANCHOR LOCATION CHAAT, LITTER CAULK: I~ OYP) I \oi[SD,]'", FRAt-1E SHI,~ AS R'EQ'D .......ll ~\ I DES1GNA'1"1QNS ON THE 'TAPPER lOCATION CHAR.T INDICATE WHERE TAPPER, BY OTHERS '\ I Il rL^NGE "PE I . JAMB ~SEE- 'O,ES) 11 ~ 0> CONCRm SCREWS ARE TD BE ;NSTAlLEO WHEN [;SING THE EXT"iORIOR , I 1.'1NDC::'.' rRA,v,E I~STAcc.T:ON ANCHOR "-..... ,. I ELEYATION ASA KEY, ~ ' I S.LL I 31 6 "A A??E~ ~ ." !\ I :4) TAPPER (RAWl) CONCRETE SCREW f1ANUFAcruRD BY POWERS FASTENING. ~\ , ~ 1 _ : ' 0: ,,6~E 12) - . II' / '7 I~C. WILL BE USED, TAPCON (by ELCO TEXTRON INC.) DR mEN (by SIMPSON I . '~. R:G:D VINYL ~ ' I STRONG. TIE) CAN BE SUBSmUTED WITh THE FOUOWING UMlTATIONS FOR I " ;1 3LAZING BEAD, 'HE HORIZONTALSUD1NG WINDOW SlZE D24, ;;>245. D2S A,~D D26: , , I ' GLASS (n~) . 7 ~VII: a) INSTALL TWO ADO(TlONAL FASTENERS IN HEAD OVER CHART , (SEE NOTES)"\ I LJ' 'I REQUIREMENTS AT LOCATIONS A ANO D. CAULK 3ETwEEN" ! "1 I \,' : <7 IS) ALL REMAINING FACTORY APPlIED INSTALlATION f,lSTENER HoefS NOT W'INDOV f"'_ANGE j I "1 I ~:i : oSEO FOR TAPPER CONCRITe SCREW INSTALLATION SHOUl::> BE FIllED WITH #E ~ PRECAST SI' L I 'I' ~ WDOD SCREWS OF SUFFICIENT LTH, TO PROVIDE M1N, S/8IN. EMBEDMENT INTO W'IYULK[~ 116 . SECT.CN A ^ 1---------='" '~ WOODaUCK. ADHESIVE CAULK PRECAS" SILL J I " -M C~ULK an'''~-~EN . iJR APPROVED E?L BY OTHERS ',;ND]', '~ANGE j' 1110 WOOD SCRfW CWITH STRUCTURAL lWOBYWOODBUCK): r 1,;,\./, --I ~ '';00) BUCK "" I P[<I"E~E~ ! ~5) WHERE WINDOW rs INSTAllED IN MASONRY OPENING WITH A STRUCl1JRAL Ac-l i C^J'_K SHJCCJ ----.../ , TWO BY WOOD BUCK, USE #10 '11000 SCREWS (ANSl B18,61) OF SUfFICIENT I A '3 D I BY uT -ERS BY OiHERS i LENGTH TO ACHIEVE 1.3/8" '1IN EMBEDMENTlNTO THE TWO BY WOOD BUCK, I I I I I ' " CAL'LK BCT' 'EEN (7) #10 WOOO SCREWS SHAll BE I,~STALLED AT ALL FACTORY APPUED ~ t : TI~ ~ · 1] # .- flil HF , ,,::;,;<'i"~~; ''''";~ ~'"'SEi~gN ;:';~J~::'~ l:r:*~~.:.~ ~+'1:~,,;;:;~~~:,;~g,,:: ~~, u ~ I , ~~ /~ ((<\"-" . REVI DESCRIPTIONIDATE!INf FLORIDA EXTRUDERS INTERNATIONAL, INC I I' 8 'Ii 8 I~.o~, ~)~Jl:;~.~~~~~.'."(_.,...:~:. 3 i~O~R~~T~~O'Y;~A,~i:5i'O/l61J3IR~A CERHICACEorMeC"'lATlO'NO'2JS ~~~oJi~no~I I, ~:; n~\,u..~ .4'/'023"0) I_OCATION ON A_CHORSI 1 TITLE: INSTALLATION DETAIL ',)1 TAPPERS Lt+ IIA~ -r+J ;~ \".~..:.,,,,,,,,,~.,:I:,,,\.,,..,~,,.'..,',.A'! ~~/320AN030 I 1 HORZ. SLlJING FlANGE '''/INDO\l - SERIES 1000 ""'.... ,p ~~ ."," C I Rr-..-'ScD ~O~'E ). 5, 7 IO/l9"3!fR A EI ~t.\jATlvnN' ~;S ','0 6. AOO<O NO'E 2J, ,e ,u,"; DRAWN By:BB I APPROVED BY:~JA ~ .... 'e~~~':o-1:7~~ ~ ~\;, ADOED ~O1'! 6 &: 7 TO I VTWED FROM EXTER,OR" .,.' ONE 9~ 8eCK CALL-OoJT I DATE: 12/19/03ISCALE: NTS IDWG: FLEX0020 SHEET 1 OF 2 ANCHOR INSTALLATION IN5T1<ucnONS 'CONT) i I : 1 1/4' MIN. i E'IBEDkE,'T, <1 ; r-.L,. I 1 r rtX2x3/8 "AMiD~.:,;Hj 1 r-~: "l'LLlOM ~ , R1 , fl' Ii DETAil C CNE n.'oo;\ BUCK BY ["HERS <1 \ --~ 1:00 S; H -. r 1 x 2 x 118 ~AM' CTYP) \ ~ Tl'BE MoJLLtON ~' ~.. x 1/2 SEC' 'I" APPING SMS .e X 1/2 SELr r APPlNG SMS GENERAL (CONT): ;- CONCRCE: \JR r,ASOf'-iRY '3y JT~tRS d __J f ' ce; \ ;;>1 \_ "-, stALANT BcvtEN "i.. v:"illOV "LANGE:S to "'vtUCN ~ tle x 1-1/2' S€:Lr - A,Pf>;NG SJ-iS II '7- l ~ a ~~ "t SE:ALANT B(WE:(N "-L- IoIINDOY '"LANDES $. MUluCN ge x i-l/2 S(LF -:-APP1NG SIoI$ ,0::; I I . ~ I' i' MULLlON /1 W ~ \: INSTAlU~."':lJN A,i'I'C"..,CR 3/IQ~ D:A TAPCCN SC:<:(I,{ ANC~CR (iyp.> E.;(iERNAL "iI.Jt.UON lNSTAlloATlCN cUP TYPICAL MUlliON TO CONCRETE @ HEAO ~P0P~S 4:'0 T~~D ",tL0~~SN~:Eui~of 4 2 X " X 3/8 ..., -;:.;BE: !-4ULlION \ I Ii 'I I: 1 SEC'ION A-A ill SECTION A-A ( 1) ril ;( 2: 7/16 x 1/8 ,-1 X 2: 7/!5 X 3/8 TUllE HUL_l;:;N 1000 S j~ l ~ T:.JBE MLLLION JAM~"?T;';~ ~I r- ~ ~ 'S x 1/2 SE::MB c<? '~F ir- .a X l/2 SELF TAPPING SMS TAPPING SMS '!~ ~ J~ woo SoH.-, ..:AMll (nO) = [ .... r::- ~~. x 1/2 SELF _ ~PP[NG SMS DETIILAiL! SJi.jl' iI,s'.lemON ANCHOR II ' 3/,0' DIA. TAPCDN , S::RE.... ANCHOR (T'TP) I I 1::::::- I i-SILl cu~ ~i: -..1 .- ~ll/04' M.IN. <(] ,., j:MIlt.DMENr "-- PRECAST S!~ :;y aT~~ I AvX1LJARY ?~iE I ";;~;:~J'J""' I MULLJON W ~ r='= \t:. \ ~9 X 1-1/2 SEL;~ TAPPING s~s: ;:l) I!:; I!:;:::!> ~, "-, seALANT !ltT.....Et.:N ~, "'" r ~EAl...AN,. BET'.IEEN 'L- V1NDC'w' r1..ANGE'S 'L- '.J~NDO'w' 'LANGES &. KUl,LlCN to I'UlUCN 118 ;( 1-:/2 snr 118 ;( i-lie SELF 7' APf>ING S"'S ... APf'ING SMS SECTION A A (3) SECTION A-A (4) r;=rl;oJ~E4M':..1:I~N ~' x 4 X 3/B '"'"'" II! ",","~ rf """. vAM' OfP, 1 JA,_. (HP) \ i I i , I r 'B < 1/2 SELr =11,' ~.s X 1/2 stlr \ "PPI~G SM$ T .oPING S"S '!~ .11 . " SE:Pot.,.ANT ltCTV't:E"l .....lNDc:V .:""~ANGE'S " IoIlA.LION SECTION A A (7\ ~-...... ,y.......\ 11? ,'n~I' I : I AJj,A # liB SELF' TAPPING.-/' '--{ SMS (! YP) '- Ilil!l.iL! .EUY&!.Q.tj viEWED FROM EXTERIOR i IFLORIDA EXTRUDERSI~~t'lm,%W'wlli~ , SANFORD FLORJDA 'TlTLE: SER. 1000/1500 FLANGE SHEET 1 OF 2 I VERTICAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR I DESISN PRESSURE CAPACITIES DRAWN BY; :-ISH I APPROVED BY; \I ~B IDATS, 121 1103 I SCALE: NTS!DwG.; l VV.FLG ...-;.; .:~ , !:; :;>2 , -0') ~,'~~ ~.NI"iiJ") u,., , ffi!~i ..:(cn..,.;~ c c t~ ~~ o . := ur.: :-t~~. ~" ~.. . ~ y=="= !e; ;;)} \ ", seALANT g€T\rEt:N 'L vlNDC',.I FLANG€S S. ~ut..LIDN '- #6 x ~-1/2 SELF" :APPIN(j SM'S SECTiON A A (51 \, ""- t SEALANT 3ET\r{ttN 'L.. ....JNDOIJ t"t.~NG(S !. MULI..10N 116 x l-ue StLF ~ APPING SMS SECTION A-A : 61 '< I TII~ B~ .'GOD ~ i. L- BUCK B.Y OTHERS I ________ L I 1 1/13" "'~,"i. I -= I E}13(C~ENT I r- I , i JAM~OO~T;:) '""'\1, r ~L;te M~lt~~N ~ l'l9 X 1/2 SELF T APPIN,G SMS ';Af.(~C~TYS:; \ I, ~i DE"'AIL C rl x 2 ';( 1/6 ----1--. TUBE ~ULllCN ~ ~ , . . - "9 X 1/2 Sf:Lf TAPPING S""S ----..c ..~. ~ ~~S~SATH:\JG If ~ ,i 1\ Jc; \ ';i} ----1~ ~ \. '-- I SCAI...ANT lIE"i'V'EEN \ "- S€:"'LA~T 3t;-VEE:N "----- V1NDCY ,~A~Fi: J- ~t~B~"t!;"RAME: \~ 1*8 x 1-[/2 "s~~:"lal\i "---li8 x l-ll'2 SC.r" i APP rNG SMS T APP [1"G SMS SEC~ION A-A (1) SECTION A-A (22 lOCO SH., 1 x a 7/16 x ~/8 i x :. "'/16 x 3/9 JAJoiJ (iyP'.) \ ..A"~O~T::j ~\. 'UllE MULLICM o"H~C~T;OH) \ ~ TUllE _UL_:CN 11 : fj r 's x 1/2 SELF =1 n~8 x ./2 SELF ~ apPING S"S f H TAP~rNG SMS ~ ~}~ r<;y Ie \ --r-n.J ';:>I \.' - seALANT 3E:T'....f:EN '--- V1NDC\f n"<:AHE' !r MUlUON - ~e x i-l/2 seu" i APP:NG SMS SECTION A-A (3) II J "".. I . Ii\. 1 U i~ INS.....:.L'-A~.:N ANCHC':: ~e VGot I SeRf:'''' ("T'f',",; ~ EX -E1<'4.Al /o'lt..:lL, eN .--d.....1'- [NST.4LL.4.iltN C_:P ~ULL ION --' ...J 'If APPlJ€S TO HEAD & 5l \.,L WHERE 1" X 4" 8< 2' X ." TUBE "'UUO~S ARE USED HORIZONTAL SLIDER 2 X 4 X 3/6 \ TUBE ~Ul,L 1 eN \ ! FRAME (FIN) I , Hr inr #09 X t/2 S(LF' TAPPINC SIrlS I APPLiES TO HEAD & SI'_L W!-<ERE 1" X 2- 5< l' X 2 7/' e" W8E \'Jlc:ONS ARE USED r DETAIL r;~S:~~;Tig~~HD~ I~ -1~I'''I:~~ $HtAThI/iG -r ..00!l"1~r~ A;";XIUARY ,DJ.A7f: (fOR PDUlT mNAL ~NCl-<DRS, ''':...EN ~'E(;1UJRE.P) 8 1 i ~ ~ ~ T1N'O BY VOOD CAJLK BET'w'EEN B\HE;:H1~~ - ;o;;~~ ^ BY OTHERS \JINDO'''; FIN $a ~ B Q S"EATHING -----.......... tll -~i5 I INS,ALLATlON ANCHOR I'--...........p_.. \~~I I ~B W'OOD SCREI.' SHO'w'N -. -{. \ ~i/\ .. I STUCCD DR DTill \' SID1NG B~____l : I'! ' )-HERS r! ,ii I r-- 71 I ..Jl I PERj~E-(~ Ii J====""1,~: CAULK 'I 1_ _ I' i BY D,"ERS II~pU '""" tt'" I GLAZiNG (TyP) f~l@j (S(E ,~OTES) I (SEE ~OTES)"'\. I I, ~ Fi'l Ty='( I \ I,/jl~DOw F"RAl"'1[ : I HEADER [ I! i! - 114' MAX - "I~Dal.' '.'IDTH -]r-- S~IM SPACE CAULK BE7W'EEN T'.':J BY '.oDD ~ I r"'!NDO>' f"lN BY QTkERS i, ~ SHEA THi~G (S~~ ~6T~~?D ~i i I Y I ~I 11/\ I 'I,['nl ,,1 ! \! ,.I.N III '/, I EMSED~ENT i 'IJ '~'V~CREII) Iii t~ I rr-lr . ,I I L~1-' I / ~gi~" "~",:j ~"2i;[;i II L,,","" J BY OTHERS I I BY S~'HE~S c:,N TYPE 'w'INDOW' S-uCCD OR i "A.~E ~AMB SIDiNG By..J I 1NST AlLA TION ANCHOR OTHE~S -#B '.'OCD SC~E'.' SHO'w'N l ~ !- wI~D-[J\"", \JI:JT\-j ----I I > I 5~d i C~;I:l --11 ~~t:1 , ,1 :::;1 A---, I ~~~~0-- 'I If i 1 /~'I I '.'1~1Q'.' ~ ,;1/ I y// 1 EJvAvL Y ~E'GM~ I / :1 SP~CE , , 'I A~CHORS j! ~i :1 r if (TYP) _~. I 0 I B ..~~ I '<'Cc<OR A ~ ': .~ ~ S=-ACfNG ' CTY?) ;SEE BELOw') " ~AX (TYP')~~:- Ei EVAT!ON ,;IEWEQ FROM E:<TE~'Ofl ~[AD Sl" ~ JA~B ANCH[;R S?ACI~r, .';5] Ie \ " ----SE:AI..ANT 3('I"\r'E:E~ #8 X 1-~/2 snr....i ~ ::-rlI(DO\l r:"~NGES TAPPING SMS a. KUlllCN ~""-. stALANT BtT\ltEN ~ V!NDC..... ""RAME L MUll.lDN ~S X. 1-~/2 SEL; TAPPING SioiS 1/4' "AX ~ SHIM SPACE r SECTION A-A (7) !1llMLL '>- ~ SECTION A-A (4) r 1 x . , 3/S -/----'1 'l"UB€: MULt..ION fi Ii ,I , " r14S x 112 SELF' i ~PP!NG SMS ,L, , -'" lJ..! .-~ ia..r--..~N ,,~.N"IL(') 1.2 ~....JZO (D:!:LI.. II<CDi~ I vOCl 0 Q)- I~~ E~ ,.0 . i~ iJ a: 1# I 1 X 4 X 1/$ T\.;].( ~1ULL!DN t1 nn ~Lj A # I 1000 S,H;l I J':'~lIl n'T'P) \ I ~l ~I ill 'IT 8 8-, ~ I ~ : ~ 1.000 S,Hl JAMB <I'-P'> I-iULUCN ~ <B SELr 'APprNG / " -~ SMS nypJ '- Ilil!l.iL! E.I.JYMJQfj VIEWED FROM E:<TERIOR 1'.~.. .. . '. .......:.>/.... IFLORIDA EXTRUDERS1~~:tfJ~1t~f " flf ITlTLE.SER, 1000/1500 FIN S'1EET 1 OF _ '.'" ;C.;!. I 'VERTICAL MULLION SECTlCJ'iS ~'. ....., SEE OTHER SIDE (S'1EE~ 2 [F 2) FOR . ~ DESIGN PRESSURE C~PACITIES ',' ",.';'DRAWNBY;MSH laPPROVEDay: ""'B , ,..,.. . ::~":': jDllTs:l2/1103 [SCALElNTS io"~" ]V'HF1N i ! r...- .a x l/2 SEer ,,- T APP::-iG SMS 'II W :~ = r== \t: \ ;:i/ f I It; :;>1 W'L~DG" HEIGHT ~ \:"'" Se:A!...ANi ilEh/Et:N "---L- \f!NDCIi rRAMr " .~lA..LHJN lfa :( 1-:/2 S€:LF :- Il.P?!NG SMS SECTION A A (5) \" StAl.QNT BE:~""'EE:N 'L ,--'- '.llNncl,{ F'RAM.( i!o MULLlON tl~ x 1.-li2 SELF T APPfNG SMS SECTION A-A (6) '",IC,JD SC:;;E\J 24' J C, "1;<X, - -c; 70 PSr- D ~ ,hi f--- erN TYPE l~~ 1,lln / ""NDCW' rRA.~E Ii :1 ~!/ SLL I ~ II ! I 'II 'i I 'I ,( I, 'I L';A~BLE SILc I' ---r.rvl' S~OO' BY ii ! C-~E~S I pf:Rr~~0C~ :! I I BY OTHERS;: I~ ~ :/4' Srli~ I ~. II ____ ~OACE ~AX lNSTALLATlO~ ANC"OR,i 16Y\! #B >'GOD SCRi:>' SHO'w'~ -'--.... ill \-.- S";'1 AS ,~EQ'r; S-UCCO ~R ')j >':- => \ (SEE NOC~S) SIDING BY -r./ II ClTHERS V' II " I .,,- -1'" CAULK BET',EEN Z ~ I ~ ~ ...:f~. "h..I;(<i<'i.c., ~W'1~~~~Hi~8 SHEAThlNG -J ~ ~ ~ L \ i: t(,~/r~,:~~~\"M'~:,::"" BY OTr1ERS -~BT\J:) BY I,/QOD ~ 8l;S' i 4- ,~'~"r-f-'~ ~ BY DT ~ERS ~ g \\~t:t ~-11Z.'{; ;0) SECTIONt,,-A !~' f;~t'f"'~"N;'~:'\}!~')'; "q,~"~- SECTON 8-8 N~;c' 7' O.C ~,AX - 46 PSF TG n PSf" L.P ~~AIc' 10' O.C ~AX, - T~ 45 Psr D.P IMPORTANT INFORMATION &. GENERAL NOTES These rotes ace provided tD ensure propef irstallat'on of Florida Extruders Milestone products and must be follov,ed fully, GENERAlINSTALLATlON INSTRUCTIONS TYPiCAL MULLION TO CONCRETE 'j) JAM8 - (APPUES TO JAMS '#~ERf 1 ~ :r: 4~ 1 8< 2" X ." ,U8E MUlliONS ARt USEO) -q , CCNCRt:re; CR MASOf\.;R'1-.......... I BY Q~HERS " I \ I ONE BY IIOOD______ \ i BUCK BY OTHERS , I <::] I I ~ EX:-E:R:-.'A.. l1ulUON !i ;N:ST;\l..r~AnQN CLIP L-yl I \- ,ULLleN r 1000 P,1oI./DESIGNER i1QCO p Y./DES~GNER / SILL (T'(P) I StLL (jYr>.) t rtJ9 x 3/4 SELF f tiS x 3/4 SELf / T~P:NG SM$ !~AP?!'''l(j SMS '" IIr ,nr II 1 X 2 x I.'a I i [ X 2 , 3/S J TUllE I~UlUON I : TUBE ~ULUDN / Ir, _ ~ r SO'LANT .('\l<eN / I . t-J r!- 1"I1NDC\J ,LANGES-L... \ l-- a. to4ULLION '- \ J I II JI I II StAI..ANT Bn\,l(EN~ \,I!t/DOV rlol\NG(S &. "'UlL ION DE7A:L B 1) SHIM ~.s REQ'D, AT EACH INSTALLATION ANCHOR WITH LOAD BEARlNG SHI:04. MAX, ALLOWABLE SHIM STACK TO BE 1/4", APPLY A BEAD Of VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL AT :HE FASTE~ER LOCATION PRlOR TO INSERTING THE SHIM TO ADHERE THE SHIM TO THE SUBSTAA TE ANDIOR W1NDOW FRAME. RJLL BEARlNG BETWEEN THE SHIM. SUBSTRATE AND WINDOW FRAME ARE REQUIRE:), 2) USE SIUCONlZED ACRYUC CAULK BEH1ND WINDOW FIN AT HEAD, SILL & JAMBS, 3) USE SIUCONIZED ACRYliC CAULK FOR PERlMETE'l. SEAL AROUND EXTERlOR Of WINDOW FRAME. 4) WINDOW FRAi'1E ,'1ATERlAL: AWMINUM ALLOY 6063. INSTAL_ATlCN ANCHCR 3/10' DI/\. T4.P-::ON SCRE"'.-' ANCl-<uR (T'Y?J [SEE SHEET Z FOR CONTINUATION Of NOHS) "-liS X 3/4 sap '--- woo S.H. TAPPING SMS HEAD (TY?) SE:Ai..AN r 'at "''''(EN ( ) \ 'tNDO~ reANGES SECTION A-A 1 L ,liUlLlON r 1000 P,'.'.JDES1GNER \ I SILL (TYP') \ r~8 x 3/4 SnF \ ~ / TAPP!NC S~S 1 X 2 7/16 X va \ '''"'III "[I r ME MULLION 'V r'-- i 11 ~\~t~cr Ft1~~H'!./. ,L a.~lJLLlCN i J I II i ~#8 x 3/4 SrlP '- lOCO S.H. ,. APPING SHS HEAD (TYP.) SeALANT .<Nt.. Sf"CTION A-A (3) \ V:N!!CY fLANGES S. ~ULLroN r- 1000 r>,\(./DESIGNER S(Ai.ANi .B(T"'t(N I SIll (TYP) ",:NDOV >LANGE:S -, \ r \l:8 :( J/i SELF" ~Ul.dON \ [I / TAPPING SH~ 1 x 4 X liB \ Ii'" III ,. II/ME MlUON \LlLi II I JI I I ijL ~ Ita x 3/4 SELF i APPING S~S 1000 SH. HEAl) en?,) SECTION A A (5) "'-t-tB x 3/4 St:lF '---lOCO $K. ""APP!NG SMS t-I[AD (iY?) SECTION A-A (2) REVi DESCRIPTION DATE I I~I B :~~s~~Q~~~:'~Nn.O lD/'I03! R0A :USE ADHESM: CAUL~ I JAT SHIM LOCATION ~ e iREV'SED NOTE S r'12/1 0/03 R A IRfVlSED NOiE 6 AND '-' ,TP1'" TO ~[I':U:CT ~M,'l I :AL TiRNA":" ( FLORIDA EXTRUDERS111~~N~l~1~\,,llii CER'rlFlCATE 0' AWCeORI"'TlON '0. 923$ SA."!FORD FLORIDA TITLE: INSTALLATION DETAIL \11#8 SCREWS DR NAILS HORZ SLIDING FIN \lI~DnW - SERIES 1000 DRAWN BY: BB I APPROVED BY: RJA DATE: 12/10/03 I SCALE: N, T, S IDWG,: FLEX0028 SHEET I Of" 2 ~ ILlOC P 11 /DESIGNER S!Lt.. <TYP> /.#8 X 3/4 SElF r 1000 P,",fJD. (sI. GNER .. ~?:NG SMS SILL (TY?) (2 X 4 x 3/$ r #8 X 3/4 SELr ' I~ "II TuBE "ULLlDN I / \"APPIl'1G SMS 1 X 2 7/16 X 3/6 ""'.11 "" ('UBE MUlLlON' ~ ,__.11 Ii SEALANT .<NEt_ \ L ' , -l '-- J I rl~~~JJ.LANGE J I . I il ID:I JI I ~#9 X 3/4 SELr ~ \. L lOCO S H ,. APPING SMS "- '*8 X J/4 SELF' HEAD <TYPJ T AP?INu SM$ SECTION A-A ( 4J ~~2D "dyp) SECTION A A (7) <::]-.r- L 1 1/4' MIN. ElofBEDI-1(N1' ~ ~, (\H[~ ! 1. //// A I 'l/ DETAIL C AP?UES TO HEAO 8< SiLL 'l/HERE l' X .' Se 2- X .' rUBE MU'_c!ONS ARE USED IrSi~[ooL p('_~/pD)($;G,"iER IrS"[OL~ P,:y(D,CSTGNER ,I AL:X1L,'ARY PlATE _ ' . '- r r- IFO>> Al.)b1TI,:;r.t~ ol."/Cf<)RS, '..I€H R(Qt,'I~()) ~~'~P~l;G\~fL' ~ /~~P~l'~G's~~"F I I8l 1 ~ \ ~SHE.-"ING I~ I~' .11 "II I !rTlT:v J1 j' II ~ /-JX2X)/S Al.,1 II [X2<3/SI ,J ~ Tull€: "'UlLlSN ~ r ~ f C ":'"J3E ,'1UlL1::::N ~l'.JCIO ft ~ INS~ALL~T1aN ANCHD~ fl.8 .....000 \ :. r 1 ~1~tc~~ rt~~~g':.: I L ~.. /" StRE...... (TY?,) 1---pt2" · 'Ul_10N__~1 II I 'I I \ 11)1 II ! ! i ~- ~~;~:;:r;.f]~~'-~~J~ j : il " T'.'O BY IIOOD./ I '? s-tALANT 9CV(tN lie x 3'~ SELF U '- #$ X 3'4 S€lF i BUCK B'T' C''I"HERS!111 I ----2,... ~ ~l~Et~lo~LANGES '-1000 s.~. 'CAPPING $1'1$ '--lOCO S.rt -AP?L'I(G ~..s I I 1 II \ HEAD <TYP) HEAD (T'(,",.> I \_ r-Iu...UON SEALANT BE: T'....'E(N ( SECTION A I' 2) , 0 ....' I:'""'!G :;:;,----]R \ .INDOV rLANGES SEC~ION A-A 1) -A . _ rico ",.JDc, Nc , L l'IiJlLlDN , SiL;" (TY?) i I I ~ r"oo P~/'ESIGNER ,lOCO p,~/DESIGNER ~ d I 0"." "(1"///:::""'" \ . " \ SIll (TY?) I SILL (1.'(,",) ,r-1t5 X 3/4 S(LF'" ~ ~ --* l /116 X J,4 SELF' r /11$ x 3/4 S~L-' / ~l\PPt~G :>10\$; / \ TA?P:~G SMS ~ 'fAPPING SMS 2 X ~ x 3/8 ~ / \IE < > 7/10 X 1/8 r l x 2 7 ,6 x 3,B'I'l'lJll '.11 T..BE "lUtDN I \.1 I: Y '-'l ' lV If ""li ;- ;U3.- <LL"ON JI' .I~ :! / ""' <UWON JI .,1 II I ~ ' " '==1 ' I' .~l i~~ J 'I ,.- I II Ii, l:I~, & I' '$C'"'" ot-,::N ( I ~ I W1Noew "....NOE\\, f\ ~ I 1 J I: 1/8' "IN. i L-- ::~~e~10~\"A/o,Q(S -1L.. ~ ~ I &:: MUl~'ON i - ~ EMBtCMENT ~ II J I j -11 ~ I II \'L I '/"'''EO FROM E"'(Rl0R If ~ If 'C, ptJ ~ 4.pOLlEs ~o H~ &< Sill. ....t<J::P( 1" x r ~ U oft 1. X 2 7/1 So TLee: ~UllJONS ARt: uSED \ il8 X 3/4 SELr \ Me x 3/4 $l::S ~"T'K:.'<O --." ~, -lOCO S,M. TAPPING s~s -\00.0 Sk. iAPP!NG SMS' ~i j~ HEAD (TYP,) f-'(AD (T,-?) A to. ("l,~ 1\ .s X 3/4 S<J .,A~tl\. 1~>'U.A'lO. '","M ~C;-:ON ~ SECTION A A (4; TAPPING s~s. TX'fA1: we 'woo'o sell(V r ICCO P,'oI.lDfSJGN(R '- ,~~2D s(~''(?) SECTION .A.-A (7) i[_~r:~t-.,-(:-;~z. C<..lP I SILL (TVP, J ~I IL r ~~p~ l;~ 4~}iLr < I 'H1'J'jr-e A, Sieck, PEl Vi' MIN, I / r 1 ;<. 4 X 3/6 548 B H.....y 27 ~)ola~li~N"- , J,i' ~ III 'HI II / fL.Bt ""':ULUiJN C;errro(!{, e'l ~4711 /(- I Fl ~.c.". ,. >Z56J !I FLORIDA EXTRUDERS ~1~~d:t'En:o~~f , L' l I v,"c ~I' IN'TERNATlONAL, INC (Pt? I i "J~~~"\. ...~ .". --/ ImLE.SER 1000/1500 FIN SHEET 1 OF 2 L_,,-- .-- : '~I ~ I HORIZO~TAL MULLION SECTIONS " ' '<>'.. I SEE OTHER SIDE (SHEET 2 0, 2) ,0.'< \ ~ ,. < 3,4 SEe, \ 0 " A. "1f' I DES I GN PRESSU~E CAPAC I TI ES "- lOoJC s: H. "";'ApP1NG SMS "" 1 ~\ ..:. HEAD (TYP' ':L. ) ..,p [DRAWN BY 'ISH I APPROVE]) BY WAB SFCTiON A A (6) I ~" ' 'DATE,12f1/03 1 SCALE, NTS 'O'HG lHMFIN r l~OO ?VI'/DESIGNER i SllL (TYf>) I r~9 X 3/4 SELf I ~ / 1 APPINu SMS 1 X 4 X 3/8 I II"' III "Ii r 'UB~ MULeroN l!. l. II lIT r 1 " "-,, X 3/4 Stcr I > L ~[)OO $,". i APPINCi SMS 1-<(AD (i,-P> I SECTiON A-A (6) i Wayr,. A. B;ock. P,E, 548 B o,"y 27 Clermont. F 34711 .' FL License, ~? ' 52~.S3. ..', ~ , 4 . · ~ VIEWED rRCM EXTERIOR ,>' <'O, FLORIDA EXTRUDERS1~~~~=W'rl.~i SA.'ITORD FLORID:' mLE; SER, l 000/1500 FLA~GE SI"EET 1 OF 2 , HOR I ZD"H AL MULL! ON SECT: ~"S I SEE OTHE" SIDE (SHEET 2 OF 2) FOR DESIGN PRESSU"E CAPA2I-;ES I ~~ IORAWN BY::04SH I aPPROVED BY; ,AS i. DA1'E:12/1/03 ISCALE;NTS 101lG,; If<'!FLG StALAN1 lit T....~(N r- '~INDC"" rlANGH \ L MUlLlON \ r lOGO P 'i,/ IDESIGN[R S~ALA~T BET;,I(('i \ SIll (T'(P) t~~EtllNloMIG(L \ ~ /" X 3/4 SELr 1 \ TAPPING SMS \ \ (;X4 Xl/B , elL III "il 'caE _ULLlON " \/11 '- \_~ '--- 1CCO SH ~~p~r~d\;iLF' ro'EAD (TY?) SECTION A A (51 ":t:r'~ :i', .' ~\~ : ",,~~ .........~'\..Ii~' ". .~..lo!.::~.... "., "'n.~"'-' .." i~ :V~; " . ,/?' :i(i.' '.-\t 'It I FLORIDA EXTRUDERS 11W6N~R?EW'J:~i i SANFORD FLORIDA ITITLE'SER 1000/1500 FLANGE SHEET 1 OF 2 i VE~~ICA~ MULLION 1NTO HORIZONTAL I i SEE DTrER SIDE (SHEET 2 OF 2) FO~ I DESIGN PRESSURE C~PACITIES iDRA'/r~ BY, I~SH I APPROVED BY; \lAB IDATE: 12/ 1 103 TscAJ,E: ;NTS ,DWG.: l'vMHMFLG s~~~~~~ ~~~~6g Y L ~ULl1CN ~. s~~b~~ ~~~f~ y L MVLLlCN #6 X 1-112 S€:LF" 46 ;( l-l/2 SELF" '1' >'-PPINCi Sl-IS 7,4.F'P:NG SHS A-A (51 SECTiON A A (6) SECTiON I !i LL..I () l- e z w o <t l- e E2 w cr: <( ::) o if) W ~ LL..<O:: '00::0 W LL..l.L I-w I- <o~z ~-O::) x~~o o::)LL..u ~ozU ~~~< <0<5 wO::l-z O::LL..w <zo::o OW<O W~(/)o I-;::zz o 0< ::)Wc:;:;w O'~z~ 12(/)w<:(z <.;:lZ~8:o <OOof= 5C:;:;~1-<3 o[5Q~:::i LL.."",o::UCl.. w~woCl.. 0:::01--1< < zCO....J ::;I:::J-.O::-I (/)0' <:( (/) 0 ~<:( O::....J, w....Jo :::J>~2a:: <:(0;><:(0 ~ ~ co I-.(/) ~ ~ <.;:lZw <<D~ (/)~Qo ~N<D . 01-0 o~'ll: ~z<U (/)<0...1 t;j <:( ~ ie, W - It) U. 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Cl:: o U w ~ o I (/) :;) ('f') o o C'J @ LAST PLOT DATE October 11, 2004 WINDOW INSTALLATION INSTRUCTIONS (MILESTONE) CAULK BETwEEN INSTALLATION ANCHOR INSTALLATION ANCHOR VOOD BUCK 8. 3/16q DIA, TAPPER #8 l,,;oOD SCRE\J (TYP, '../HERE MAS'Y, OPENING (NOTE 17) TAPPERS ARE NOT B ( OTHERS CONCRETE OR ONE BY \;IOOD REQ'D, - f\jOTE 22) MASONRY OPENING .~ BUCK BY OTHERS DOOR FLANGE SHIM AS 1'\ 8< \JooD BUCK REQ'D ill PERUvtETER ~t;~s~7 I I t CAULK~BY. ~.. 1 1/4q (vjIN, OTHERS. ~ ~ EMBEgMEN~ , ~ __^ I ~ r:-:=-=:--f- ~\-4i - ~ STUCCO ~ BY OTHERS I l SLIDING GLASS '",- DOOR FRAME \ JAMB r 1/4' r~AX, b I SHIM SPACE .=.f'. 1 ~ U![ , ~~ l ,a ~ -"'~ ~v-~"...... INSTALLATION ANCHOR #8 SCRE\.! wOOD (TYP, wHERE TAPPERS ARE NOT REQ'D, - NOTE 22) ~ ~ Jl 1\ tI ~ SLIDING GLASS DOOR FRAHE HEAD SECTION A-A " l,v "'- TEMPERED I GLASS (TYP) I V" DOOR HEIGHT & C~ULKING AT FASTENER HOLES REQUIRED (SEE NOTE 2), -l, \ SLIDING GLASS DOOR FRAME-; SILL I ~ & 114' MAX J SHIM SPACE] r Ii _ J '[( ~ t Q b CAULKING & REQUIRED (SEE ~~DTE 2)] / / nA- 11: 1/2' Ll ^ -t "t (;>1 ~ EMBEDMG~T r \ l 1-114' MIN, INSTALLATION ANCHOR 3/16'" DIA, TAPPER (NOTE 17> \ CONCRETE DR ~ MASONRY OPENING BY OTHERS' J R-> ~ I I I I I . l7'i <$ ,6 \ 6 INST ALLA TION ANCHOR ~ ;i8 \,.,IOOD SCREw 'W /PLASTIC ANCHOR CTYP, wHERE ~ TAPPERS ARt NOT REQ'D. ~ SEE NOTE 22> LlBERALL Y APPLY CAULKING UNDER SILL OR SET SILL IN BED or CONCRETE (SEE NOTE 2), SHIM AS REQUrRt:D (SEE NOTE 1), 6 "" .l{) '...J.J ,....... '0) ~'<l' O. ~o :;)2 tt:w o V') ~i3 .0 -':J >-w ESe.. ~~ IX",- t> SHEATHH~G - BY OTHERS SHIM AS RE'Q'D (SEE NOTES) CAULK BETwEEN DOOR FLANGE &. SHEA THING INSTALLATION ANCHOR #8 'WOOD SCRE'W (NOTE 21) ! \ 1/\ ~ j I STUCCO DR SIDING PERIMETER CAULK BY OTHERS ll~~ ~i rllr l I u OJ" "" DOOR HEIGHT & CAULKING AT FASTENER HOLES REQUIRED (SEE NOTE 2>, r i CAULKING & REQUIRED >7 (SEE NOTE 2; ~I Ie> t SLIDING GLASS DOOR FRAME SILL & '-1' \ ' jl .1JL, J lT~i 1/2~ , EMBEDMENT I 1-1/4# MIN, ~ 114' MAX] SHIH SPACE ( ~{ t> Ll t:> Q t> IN" AlLA nON ANCHOR t '8 ',1000 SC:EV V/PlA:nc I ANCHOR (TYP. wHERE J TAPPERS ARE NOT REO'D, & SEE NOTE 20) LIBERALL Y APPLY CAULkING ....-.-J LJHDER SILL OR SET SILL IN BED OF CONCRETE (SEE NOTE 2), SHM AS REQUIRED (SEE NOTE D. .b "" ~ t t ~ N ,l{) WI'-. i~ &f 0 :;)z tt:w ~~ .U "?:::i >-w [5CL. g5::; cr:, u.. INSTALLATION ANCHOR - 3/16' DIA, TAPPER (NOTE 15) CONCRETE OR -- MASONRY OPENING BY OTHERS SECTION A-A MASONRY INSTALLATION -- & 2X4) 2X6, DR 2X8 I"/OOD----.. BY OTHERS (NOTE 6) CONCRETE OR ~ ~ HASONRY OPENING ~~ BY OTHERS \ d \ \ 1 -114' MAX, SHIM SPACE 1 1/4" MIN, !--Jooo-f-EMBEDMENT ONE BY wOOD BUCK BY OTHERS (NOTE 11 8< 12b & ~~ /e- ~ \ .1 " INSTALLATION ANCHOR #8 'WOOD SCREw OYP) -- (NOTE 23) (ANCHORS SHGVN IN SAME PLANE FOR CLARITY ONLY, HOOK STRIP ANCHOR HOLES SPACED 2' APART ON OPPOSITE FLANGES) CAULK BETI";EEN HOOK STRIP &. 'wOOD BUCK CAULK BETwEEN ~ wOOD BUCK ~ , ____ ---- r~AS'Y. OPENING ~ BY OTHERS __ SHIM AS REQ(D, r-1-~1 (SEE NOTES) 1""1 ~ ~ INSTALLATION ANCHOR 3/16' DIA, TAPPER (~mTE 11 i <::J ~CAULK BET',..;EEN ~. DOOR FLANGE ~. 8. IJOOD BUCK PERIMETER ......~... ~ CAULK BY ----- "CONCRETE OR OTHER. S . .~ ~ MASONR~R9PENING ^.......- S.G.D, wIDTH _ BY OTHc.., ~ STUCCO BY OTHERS 1 1/8' cd",,", EHBEDNENT ""', CTYP) <1 ."-.~ ~ \ "'~e 3/4" MAX. ........:....""-- -r TEMPERED GLASS CTYP) / I :--t '\ II SLIDING GLAS" DOOR / \ /\ HOOK STRIP ~ '-~.J I I /<1 U Ll "", '1 / \ /.......... 'I .. w. L 11_ ", ii~;iRED G:AS7 ~ I ",,_ L STUCCO BY OTHERS ~L-J I SLIDING GLASS DOOR ~ INTERLOCK HOOK STRIP DETAIL IMPORTANT INFORMATION & GENERAL NOTeS 17) w U I- o Z w (.!) ~ o f2 w 0:: <( :::> a (j) w ~ u...<0:: '00::0 w u...u... f--w L <O~Z ~-O:J ><~o::o O:Ju...u o::ozu Cl..~w< ~o~f-- 0::~0 ~u...wz <tzo::o OW<O w~(/)o f-~zz gwQ< OO::(/')W <tz~ ~(/)w<z <.::lZ~Eto ~Qooi= o(/)0::f-5 o6JO~:J u...""iXUCl.. W~woCl.. O::Of--CiS< <-lz -l :J-l-O::-l o < (/)' 0 ~<( (/)O::-l' -lW-lO -l>~zo:: <0:><0 5:~ ~ g)' r")0 ~ '(j ~ ~ <! OJ ~~~~ I (/) ~ 0 (/)CUCl..<.::l Q,)C86 - '0.0 G: -l co ,- -::J -l a.. (/) 5:: co <t: "..,G)w 0:: ,., "C u f-- E ~ '~ ~-~~ ... y (/') w . 0 U ~ 1"-'1 . -l 01 u:: >< :.-...~ -- co 0 u... < ~)~/~uj wr--. au... <.::IN ('I")<;t z01 010 ,!:J~" (t' <t-l ('1")01 "" 0:: u... N N o . 00 a; u?l ~~ lfl 0 r--. r--. <;tCl.. 00 fJ:) (9 _ CSl< qq w <-' ~.. I ZOO..... f--, (/) ::: ~ !!: <-'z OZ w < (O..-l 'A (/) 0 0:: ('\j (Q ." . oi=o O't"l~ Z BSz5u w~f8Li 0 ZW~u::<-' II'll:. j:: _(.1)-2 f--f--...Il.l.l ::J (:) 0:: frl 0 0:: u... l.&. 0. ..J 2WCl..-l 00'.0 WO(/')3(/')u...z~r5 (I) wz(/)cozoo ~O I:JzwQWi=zc:: Z ~~:5~~~~~$ g O<Cl..IGj~Cl..~ . ijj f--w-lf--O::o-lCQ~ C ~~~3:('I")oz~...:[jj COw:J <:J""'c( < w...Jf-~OOf--...I:t: C :r:3;:UEtNwUO:::O = f--O~~2=[3~~i (; ~~~8:::U5~DD it SECTION B-B These notes are provided to ensure proper installation of Florida Extruders Milestone products and must be followed fully. GENERAL INSTALLATION INSTRUCTIONS ;# Al ~~ B t B 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 COrvlPlETEL Y ENCAPSULATED IN CAULKING OR SET INTO WET CONCRETE, 2) USE 5IUCONIZED ACRYLlC CAULK BEHIND DOOR FLANGE AT HEAD & JAMBS. LIBERALLY APPLY SlLlCONIZED ACRYUC CAULKING UNDER SILL OR SET SILL IN BED OF WET CONCRETE. CAULK BElWEEN 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 BElWEEN HOOK STRIP & eUCK FOR POCKET DOORS, 4) JAMB AND SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER, 5) DOOR FRAME MATERIAL; ALUMINUM ALLOY 6063, 6) TWO BY WOOD BUCK AND/OR FRAMING AT THE HooKSTRIP TO BE SECURELY FASTENED TO TRA.NSFER THE LOAD TO THE MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRA.TE PER FBC, SECTION 1707.4.42 AND THE EHGIr~EER OF RECORD'S DETAILS. 7} FLORIDA EXTRUDERS 1000 SERIES SUDING GLASS DOOR IS SHOWN, THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 500 AND 2000 SERIES SLIDING GLASS DOORS. 8) WHERE "X" REPRESENTS MOVING PANEL AND "0" REPRESENTS FIXED PANEL, APPROVED CONFIGURATIONS ARE AS LISTED ON THE ANCHOR INSTALLATION QiART. --- DOOR wIDTH -.....- F1I4" MAX, SHIM SPACE ._ 1-1/8 MIN, HID BY wOOD BY 1\ I---EMBEDMENT OTHERS (NOTE 6) ~l: SLIDING GLASS I TwO BY 'WOOD DOOR FRM1E ------\ \ BY OTHERS 0 ODD ' OTE JAMB!\ !v TBWy f OTBHYEpw"S INSTALLATION ANCHOR (N 6) \ . . #8 \.IOOD SCRE\o/ (TYPJ \/ (NOTE 6) (NOTE 2D l CAULK BET\./EEN !.J~ ff=J (ANCHORS SHO\JN IN SAME ! HOOK STRIP 8- 1\ r 1/4 MAX ~ ~ PLANE FOR CLARITY or>JL Y JDOD BUCI< / / SHr~ SPACE / HOOk STRIP ANCHOR HOLES / \W ' -:r:v- Z~~~ ~gT~~;'D S~:~6~lf; :~~~6E~~ \ 7 \ 1/!/,,~hl{{~M~~~ II I ~. SLIDING GLASS DOOR 'I i I (TYP) U ~ HOOK STRIP '\\ ' I 1 LI'I/ 1-118' MIN.-J 5 ~~ I V\ \ ~ EHBEDNENT , ~~ hTr=" INSTALLATION ANCHOR , I \ J.,..... ,,' ~' l " c. ],11 ~ #8 \.IOOD SCRE\'! Ii ............. ,~"'> 3/4' MAX / ] (NOTE 21) r 'H ,~ ....,,"'---.... l- SLIDING GLAS~ L T"TEyMpPE) RED GLASS \ i'AULK BET\.,IEEN ' / ~~~~~ FRAME DOOR FLANGE 6E~~~R~:yp~~ :~ ~f( , \ & SHEATHING ~~ SHEATHJN[ ~ TEMPERED , ~ ) L-SLlDIN:Y G::::R:OOR v.- GLASS PERIMETER '-- SHEA THING INTERLOCK (TYP.) CAULK BY BY OTHERS H DO K S T RIP DE T A I L OTHERS STUCCO OR SIDING SECTION B- B BY OTHERS IMPORTANT INFORMATION & GENERAL NOTES These notes are provided to ensure proper installation of Florida Extruders Milestone products and must be followed fully. & I A..-J EXTERlOR ELEVATION 2 PANEL DOOR SHOVN (SEE NOTES 8, 9 8.. 10) "~~~,:,>~~ ~"oi- ".1;" ;' , ' ;'.'4", J"l-J A,.' " ,p' ,. " ~#'L " ,;...... :;.:~,~~'..'t OJ !l-.y,,- "W~'l_', -:1 ,<j'-' '..~~~t14jJ../.~>,. ~.~ ".q !~,' :: .,' . @.1$}';' ""',fW~;;. " '" t(/~) ,-.'~ ~,i'# , ' 'Y~I ~ "- " l ~1!/'^J" '. 't ~. ,: ; ~ ,...~~..,~ ~ { i O'''Mjf , WM/Wd_1~"- t::1 ~J~~' . ~ '1'Zl10j ~~ ~;~ ~9 4- )l~~ \. ".' -"_~~,~' t tJ. _ ~,,~, "~ '---J,,~J~.\~f~ .. /-: "" <';#', .. ~ it - ,"'" ".. " 'A"j , ., \, 't.~~//.~ ~. >(,..'..",...... ",:.,,<~.~""<- :"..:'" ......~ T~-..r.; [SEE SHEET 2 FOR CONTINUATION OF NOTES] REV DESCRIPTION DATE INI FLORIDA EXTI::)UDEr~S IN!ERNATIONAL, .INC REVISED Nors' 2 3 6. RJA - :\, ,,2040 JEWETT LANE B "."2. 13, ~6, '22,'23' &' 12/18/03 : CERTIFICATE OF AUTHORIZATION NO 9235 SANFORD FLORIDA ~~~g ~i~~EtND/OR TITLE: SLIDH..jG GLASS DOOR 500, 1000 ~ 2000 REFERENCES liND/OR MASONRY INSTALLATION \.;lTH (\jui\j-STRUCTURAI_ ILLUSTRATIONS. RENUMBERED BUCK Af\JD TAPPERS NOTES 6 TO 10 AND ~EY\SED REFERENCES TO DRAWN BY: BB APPROVED BY: RJ.~ ,Hl'SE NOTES REVISED 1~:J.1~ 6~6R~OXX DATE: 1?/18/03ISCALE: NTS DWG #: FLEX0021 SHEET 1 OF 2 FRAME INSTALLATION \ ~ / A-l I GENERAL INSTALLATION INSTRUCTIONS ;# ;#f B 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO & BE 1(4". LOAD BEARING SHIM AT SILL MUST BE PRESSURE TREATED WOOD OR PLASTIC AND MUST BE COMPLETELY ENCAPSULATED IN CAULKING OR SET INTO WET CONCRETE, -, 2) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD & JAMBS. UBERALLY APPLY SILICONfZED B ACRYUC CAULKING UNDER SILL OR SET SILL IN BED OF WET CONCRETE, CAULK BETWEEN BACK CORNER OF SILL RISER AND CONCRETE. CAULK ALL FASTENER HOLES PRIOR TO INSTALLING FASTENER AND AROUND HEAD AFTER & INSTALLATION. 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR AND BEl'NEEN HOOK STRIP & BUCK FOR POCKET DOORS. 4) JAMB AND SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER. S) DOOR FRAME t-1ATERlAL: ALUMINUM ALLOY 6063, L:.\ 6) TWO BY WOOD BUCK AND/OR FRAMING AT THE HEAD, JAMB AND HOOKSTRIP TO BE SECURELY FASTENED TO ffi TRANSFER THE lOAD TO THE WOOD OR APPROVED FRAMING MEMBERS PER. FBC, SECTrON 1707.4.4.3 AND THE ENGINEER OF RECORD'S DETAILS, I A-J & EXTERIOR FLEVATION 2 PANEL DOOR SHOWN (SEE NOTES 8) 9 8.. 10) i /"'" 1 .~ ~~'~<~;'lo;~" ~~, ~,':, ;. ,1. ftjdg~/; ~-; 1- * ""':<;.~ ,',ft~~ 4- rh;i) , . . REYlSEP NOTES 1. 2, 3. 6. 11, 12/18/01!R J A 20, 25 & 30 MO ADDED '" II ANO/OR REViSED RHATED REFERENCES AND/OR ILLVSTRA110NS. ADDEO NOTE 20 ANO RELATED ILLIJSTPATJONS. RENUM8ERED NOTES 6 TO 'D &< 21 TO 29 ~~D R~~SfD REFERENCES TO TMESE NOTES. REV\StD TAP?ERS fOR 90XX J-PANEL C>OORS [SEE SHEET 2 FOR CONTINUATION OF NOTES] REV DESCRIPTION DATE INI B FLORID}\ EXTRUDERS I~~~~N?~~OlAL'J~i' CERTIFICATE OF AUTHORIZATION NO, 9235 SANFORD , FLORIDA TITLE: SL I D I f\J G GL ASS DOOR 500, 1000 8.: 2000 FRAME INSTALLATION \JITH #8 SCREv./S DRAWN BY: BB I APPROVED BY' RJA DATE: 12/18/03 SCALE: NTS [DWG # FLEXOC27 SHT 1 OF 2 ", . ~ >'~ "' ,:;;:; OJ ~ 9J" %~.....~ '" .,z.;. ,Q ".. w1;,;#.~~,. ~:,'j ",;~:~, i' ~ "~! '%'., " t.,~~.p.,. . $~~~~~iv~~~~~f k ~ "- ';'~/1!!{~~M;fl , , ,,' , <>-"" ~ ~.~~~~<~,,:q"~ ------..,. ,,.--~- - - . 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Cl.. e::: o U w ~ o I (.I) ::J 01 o o N @ 5-15 LAST PLOT DATE October 11, 2004 SGD INSTALLATION INSTRUCTIONS (MILESTONE) _IAJ~ :8t,IJ"DL'\G CODE COMJ>LL.\.'>;CE OFFICE {BCCO} PRODt:Cl' CO~TROL D",1SI0N ~lIA.m-DADE COUNTY, FLORiDA METRO-DADE FLAGLER B1.;llDING 140 WEST FLAGLER STRERf, SUITE 1603 MTA.\1I, FLORIDA 33130-1563 (305):\7$-2901 FAX (305) 375-2903 , .NOnCE OF ACCEPTA.l,CE (NOA) CertainTeed Corporation 1400 t'nkn Meeting Road BIlle Bell, PA 19422 SCOPE: This NOA is be1ng I$sued under the applicable rules and regulations gov(,~ming the use of constructlOn matenals, 111<: dOl.'umentatwn submitted has been reviewed by ?-.:t:iami,Dade County Product Control Pi,ision and accepted by t.he Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Ha,iug Jurisdiction (AID). This }.'OA shall not be valId aiter the exprration date stated below. The Miami.Dade County Product Control Dnision (In Mian:u Dade County) and/or the AUJ (in areas other than Miami Dade County) re:oerve the right to have this. product or material tested for quality aSStll'ance purposes. If this product or material falls to penoffil in the accepted manner, the manUfi:Kturer wlll incur the expense of such testing and the i\Bl may immedIately revoke, modify, or suspend the use of such product or material ,vithin their junsdktion. BORA, reserves the right to revoke thIS acceptance, if it IS d~tenn1l1ed by Miami-Dade County Product Control Division that thIS product or matenal falls to meet the requirements of the applicable bUildi.ng code. This product IS approved as described herein, and has been designed to comply 'i"tith the High VelOCIty Humcane Zon~ l)fthe Flonda BUllding Code. DESCRIPTION: I,andmark 30 (and-AR) (and Wide'fratk QB), J~andmark 4Q (and-AR) (and \VideTraek QB) aud Landmark SO (al1d-AR) (and WideTra.:k QB) LABEl.L'XG: Each unit shall bear a permanent label WIth the manufacturer's name or logo, etty, state and fol1oV\l.ng statement: "Mianu-Dade County Product Control Approvedft, lmless othcf\\'1se noted l1erein RE..~E\VAL of tlus NOA ~ban be considered after a rene'i\al apphcation has been filed and there has been no chanM.,m the apRh,a_b]~ PUtI9m.&s.>'de neg<l.li!~ly~~tf~~!.i.~g the performance of this product. __,___ _._~_ TER-'1L~ATION Oflh15 NOA WIll oc~ur after the ex.piration date or iftheu;: has been a teViSlon or change Ul the matet lals, use, andlor manufacture of the product or process. Misujie of this NOA as an endorsement of any product, for saks, advertising or any other purposes shaH automatically lenl1wate thlS NOA, Fallure to comply 'i"t 1th au)' section ofthis NOA shall be cause for temJinahoD a..'1d removal of NOA. . ADVERnSE~lENT: The NOA number preceded by the words Miami.Dade County, Florida, and followed by the eXI.:>lratiol1 date may be displayed m advertising htelature. If any pOltlon ofihe NOA is dlsplayed, then It shall be done in its entJrety. INSP EC110~: A copy of this entire NOA shall be proVlded to the user by the manufactu.rer or Its distnbutors and shall be a' allable for in&pevtlon at the Job sIte at the request of the BUlldlng OffklaI. TIllS NOA conSiSts of pages 1 through 4. The submitted document.ation was rc\ie\ved by Frank Zuloaga. RRC 9 '" <:;> : -s.::: ,. .~ :j' (\0/\ Nu.: 02-1219.03 Expiration Date: 02128/07 Approval Date: 03/27:03 P;lge 1 of 4 6. LABELiNG 6.1 Shtngles shall be labeled with the Miami-Dade Iogo or the \\ ordmg "Miami.Dade County Product Control Appro... cd". 7. , BUlLDli\"G PERMIT REQUIREMENTS 7.1 ApplicatlOn for bu;kling penmt shall be accompanied by copies of the t'Ol1ov..ing: 7.1.1 TIus Nc)tlce of Acceptance. 7.1.2 Any other documents required by the BUllding Official or the apphcable code in ,mler to prop<;.'1'ly evsJuate the inswlation of this system, DETAIL A CERTA1NTEED lANDMARK SO, 40,50 All dimensions shown are in inches -55/81 -55/81 55/8 I , -~~-^~l- Lstarter - II!!!!!...!!!!! Eav~s Full Shingle lXOA No.: 02-1219.()3 Expiration Datt': 02/28/07 Appnnal Date: 03/27/03 Page 3 of 4 ROOFL.~G ASSEMBLY ApPROVAL <;ateg(}r~: Sub-Catf'ilOl'v: Materials Deck 'hpe: RoofIng 07310 Asphalt Shmgles DlmenslOnal Wood 1. SCOPE TIus revises O:ttatoTe~d Landmark 3Q and AR (and Wide frack Qll), Certall1Tecd Landmark 4Q and AR (and WideTrack QB), CertainTeed Landmark 50 and AR (and WideTrack QB) Shingles as manufactured by CutainTecd Corporation descnbed in Sectlon 2 of this Notice of Acceptance. 2. PRODUCT DESCRIPTION Pr(}d~ Dimensions fel! S-pccifiutions Product DCSCl iotion Ctltainteed Landmark 30 and 13\1." x 38 %" AR (and WideTrack QB) Certain teed Landmark 40 and By." x 38 y." AR (and WldeTrack QB) Certainteed landmark 50 and By." x 38 y." AR (and WldeTrack QB) Accessory Shmgles yanous A heavy \"elght~ 2471b/sq, dlmensional asphalt shmgle. A heavy Vvelght, 2641b/sq, dImenSiOnal asphalt shmgle. A heavy'" eight, 2961b/sq, dimem;1onaJ asphalt shmgle. Accessory shmg:es for hip, ridge and struter sinp apphlations, PA 110 PA 110 PA 110 pwpnetary 3. EVIDENCE SUBMITTED: Jest Agency fest Idl:'JltHier Test Name;Rel1ort pate Unde1"\\onters Lahoratories, Inc. R6S4 UL 790 04/02/01 PRl Asphalt T,,>t:hn(llogies, Inc. PCTC-O 1.02-0 1 PA 100 01/12101 CTC-006-Q2,{)1 llJ 12/02 VndeT'\vriters Lab<..lratories, Inc. 94:--"1<.9632 Wind uplift reSlStance PAl 07 11/30/00 --- ~, , - . 02NK42448 U:08:02 4. LI.:\UTArIONS 4.1 Fne classification IS not pa.'1 of this acceptance, refer to a cunent Approved Rooting Matenals Dtrectory for fire ratings of this product. 4.2 Shan not be Installed on roof mean heights lU excess of 33 it 5. li'iSTAL.LA nON 5.1 Shingles shall be in,stalled m compliance \-..ith Roofing ApphcatJon Standard RAS 115. 5.2 Flashing shall be in accoldzll~ce WIth Roofing Apphcution Stanrund RAS 115 5.3 Tl:e manufactUler shall provide c~early wntt<:n apphcation mstruct1ons. 5.4 Exposure and course layout shall be m compliru1ce wlth Detail 'A', attached, 5.5 Nalling !'hall be in compltance \-..ith DetaIl 'B" attach..xi. 1'10'\ No.: 02-1219.03 Expiratioj) Date: OZ/2Sd}1 Appro\ al Date: 03/27,'03 Page2of4 DETAIL B t-.---.- 12" --- 1 -1--~ 143/4" -1---12" .-----...-i ----r I 1 -. I , 13114" ~[1 ~ _1 -- - 38 3/4' ----.-~- - "r 61/8 J I .c...:.:.~<::.: 1 55/an Exposure LANDMARK 30, 40. 50 (AND AR} 3$ 3/4" ----- ------------J 77 -. _:2ZZ:2~";~,,'"~~L.//LLLL:(L.LZ- 7'7/-1 WIDE { NAJi.::iNG --- AREA Na$~mg area fOf '"'1(;/w 9fl~ stMlcard*' sJop~ tttem '3 5 12: to Zi 12:/ ~\tai W.W84n- \j-P~t & 10\\% (\$1 fit'ias.. 12" ----~-"..----14 3/4" .. ...- ![~J 5 5/8" _EXPJ: __ .___ ...._ 13 114' r-f 171/2" nD 6" I t . LANDMAJ~K 30, 40, 50 (AND AR) - WIDETRACK OS (Low and Standard Slope) .........,.--.y - - ~. '-- 38 314" - ------ --~ FTT777TTT:' ~ ~/'(7';; --,,~ - - ---"/777 - ,~ > r~ZZ/Y"777-r~/7//'/ :r-) ~ z:~e;.~~ ~~z~/~:t1'L2 ____ O{a hn'fi a'~ for "'StMP" .:iw{:W$ (~'~atgl th.=In '-112) N4lJ ~'Get1 N~Ofl'> 2: nal\ III e$ ...{...... --- 12" - .. - ....... 14314" -"'"1'" ~J~-~'/:";~ ~""\.._'_ \' U Expo;ure \ __ LL LP,NDMARK 30,40,50 (AND AR). WIDETRACK QB (Steep Slope) --~-~:::J:~_ I I 13114" f I 6118" i j .--1_ END OF TIllS ACCEPTA,\:CE @' , ? -. -~:\' NOA No.: 02-1219.03 ElpiratiQP Date: 02/2&'07 Approya!Oate: 03/21/03 PDg" 4 of 4 '\~ '- .... 1 s; h '>, I ," 't \ l' P ! l {\ ~} R -.: :)J \ '\ LAMINATED SHINGLES ,,' .... l~f} 3.:\1; j lw'Ol t,.H ~n} I ~ll H\l;\. , - ,~'''' t,l;l."Y ~,,~, k!fS l\N: !(~G\H$ ~~ :.j ~~ - ~'--'Vf~ . \ (,,-"'._-;~-,-- ,~,.;>~ 0~f S N~t <;. ~A~\~ ,>~1*, <, f'~tl ').\'" 1M' H~ Lr~ ,*,~~ F~5WliIlG "'''~~. T~~ :::-It ~}i!> ~~;\~NSD :'1(';"''\ UGlISH DIMENSIONS ~r:j'.~ K~ " ; , t II .. ,)It ,\f1RJ( ~1M.I.MSIO~ ShtrSl~ll~ W(;~~ DIMfNSIONS - I,' Ml:lkl( Illl<lfNSIONS ,- I' . " LANilMARK n DIMli>>SIONS ,$ ~ 1R )lh('~ q\RTfll c()( IN .:; "*1< (Of H\"lt, !:1l<.:lIr;i1C>"""'K<O ~W<.; D4>xtS.~c 1~C, IH \'0~ OU;;~\0\;~ . , (11'1" ... l-!i..) ~f\.l"l..'l ~ ~l i'l,<:;-,11,)!l ~ )'\~s(. ~ x...~,+- ~,~~""" QMf ,UHHUi{ APH!(Aiii:'~ ~mlWlJ fOR ENGlbH !:\\hWI!'IO!l Si<i1i$lES ~"""'" s x ~ t 1\1 ....,,~~, UliMH'( fWl-i:NG "~' ,....~-....... ~ N! RO:;:F.0'HM tMT!4v\} fOR HHHfSt{ l"RQl1Sl0M WM\tm ,~- 1M'., S~I.P \ '~,"n: 2~4tt ~~'" ':l" \, ;. ~ , ..' "I.... <'0( r '.!i,,~ 1(; j { ~",t ;,t"'>l..~~~ ql' lIiJ N (.~<'f,\,T>""Xr l"J l~l l.,f f t f' 1.,1 .J'K' '" }i \" ( , FlOORe \; !i'LA$t-llNu INeT ALiA TfON - ._, - ~ - ~~~~ ~4'./ "'" .<.(..~r'.(:41..J..I\'<;: ~'Y.'~"':::> "<.~ ~ .' ~~~O$.~\>."'~ FIGURE 2, WALL. FINlel-l --,,--~-- I<: ~~.~~tol~ ::.,,<~~~,)/\\: ~ ,,~~ " FLAe~I~~_ INeT A~.A_'t:ION tJ.ll.~ ~OOF t-:EE';'~ ~1:~.6.>.. 1.l.~_1.. , I, "'Y~~~:I'\~l~~M.~fo(t~ ~; f.A~l .......M...v~t~'I..""~IHrt~~'~&: wn~ ~".., V~~,,'YS: &)}::>"'$ ~);;""!i. 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TO ACfjill:\'li: 1-1/'" W~l. t:M&PV!iNT 1m" CONC;,,;e:'I'1l 6..~ MASCNlw' -') IN WO\.iD fl~Mlt Q<),'lS'l'~CTION, A TTACH M~'WJO!'I TO StXl S ll'\A ill: IjSjNO fiO S'CRl:W:l Ol" Stll''l'tClEl>lT ti'K. 'fO !>.CHlE\Ili( i-JIlt" Mi..... tlillEP~...l'n INTO WOOO fRAlO.lNG. ,,) W.I\.1.K:4';' ATTAC>IMl1NT IN W~11~ S...g ,$ 'Y?, AT H!.~j) -I< Sl\.t.. 5) lN$to'\lLATIOI'l Gf M\.U.!ON lo.S )'l1)S SHtt1 COMI'U$'S 2001 f'l..o.'lltM, titlJI..llW.G COO( \\flH $01-1$. 1.!l..ll\.lC-:II Clf;$lGlf C.N!A.(j,.f'( VARlt.S DUE TO sPilN ,J\ M)J\J..j~ AI-lCf-lOR$ A.~ 10 A PE;S!\.":-i P~E$$\1~ Of' :l::>M ~. 11' 1$ 'l1-l~ ~$t'ONSia'l)iY 01' 0111 S 1\) ()t1ER'MlNl! Cl..'MPUANCE ON A $f>~tll'lC $~.ME'. .....-- GENERAL ALUMINUM CORP. CARROl..tTON. 'fEXAS "'-~~,,--~--- 'll1!.& Fl~E VEST1CAl MULLION !NSTAU..A'YlON D€i'A!t. ALUMINUM T~ MtJtLlON. D~ NO. 144-Z ,,~ ____llllltII S? 'Y~'----~p'~VZt/~ ~'-:::::r~ HAt.F yr&:"':::-l~ ~~~~.:; 'JC ....... 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