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HomeMy WebLinkAboutBIN B-3 PERMIT 4410 en Q,)G>-I (J)1O~ Q,).- Q Q,)(.)(/) .:.: ~ ~ I en 0 (J)cog: Q)C8 - 'On u:: ca.- - a.,. en 5:: OG>w e"Cu *" ~ c:::::J 0 ~<(aJ (/) w o ~ z o -I ::) co W l1..~0::: '00:::0 W l1..l1.. ~W"",I- ~Qos lLJ x~o:::o () o::)l1..u I- o:::ozU o.."",W<( O 0..""'~1- <(0<(0 Z WO:::I-z O:::l1..w lLJ <(Zo:::O 'I"'l ow<(o ......, W~(/)o <C I-~ZZ I- 0 0<( ::JW-w o oo:::(/)~ O (/)<(z . W(/)w<(z LL ~z~a:Q <(0001- lLJ benO:::I-C) 0::: oi55Q~:J <C l1.."",o:::uo.. w""'wOo.. :J 0:::01-03<( o <( -I Z -I ::J -I -, 0::: -I if) D(/) <( (/) 0 ~<( 0:::-1'- -Iw-lO -I>~ZO::: <(0:><(0 STRUCTURAL NOTES: GENERAL NOTES: STRUCTURAL DESIGN CRITERIA TERMITE SPECIFICATIONS: 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. FOUNDATIONS FLORIDA BUILDING CODE, 2001 EDITION WITH 2003 REVISIONS BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-02) SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS (ACI 301-02) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI 530-02) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 2001 EDITION APA PLYWOOD DESIGN SPECIFICATION CODES: 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 BUILDII\G SIDE WALLS.(FBC 1503.4.4) 4. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, BETWEEN WALL COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAT 6 INCHES. EXCEPTION: PAINT OR DECORATIVE CEMENTATIOUS FINISH LESS THAN 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) 11. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING LAI\DSCAPING AND IRRIGATION. ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED,(FBC 1816.1.6) 12. ALL BUILDIl\GS ARE REQUIRED TO HAVE PRE-CONSTRUCTION TREATMENT.(FBC 1816,1.7) 13. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A 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 Al\D LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES."(FBC 1816.1.7) 14. AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN 1'-0" OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES, TUB TRAY BOXES, FORMS, SHORING OR OTHER CELLULOSE CONTAINING MATERIAL. (FBC 2303.1.3) 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 SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR) -I <1: 0::: I- ~ o (/) (/) w o U -I (Y) LL: >< alo l1..<( w r-- 0 l1.. ~N (Y)'<t z{Y) {Y)O <(-I (Y){Y) 0:::l1.. NN o ' ' , .~ gg (/) 0.. co co l1) 0 r-:.. r-:.. '<t 0.. 0 0 O'l <( <;t '<t 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 REINFORCII\G WHERE PERMITTED SHALL BE THE FOLLOWING MINIMUM, UNLESS OTHERWISE INDICATED ON THE DRAWI~GS: FTGS, WALLS, COLUMNS, BEAMS, SLABS: 36 DIA, OR 2'-0" MIN" WHICHEVER IS MORE, FILLED CELL REINFORCING: 40 DIA. OR 2'-0" MIN., WHICHEVER IS MORE. TEMPERATURE REINFORCING: 20 DIA. OR 1'-0" MIN., WHICHEVER IS MORE. WELDED WIRE MESH: 8" LAP WOOD FRAMING INSPECTION 20 PSF (REDUCIBLE) 40 PSF 40 PSF 40 PSF 20 PSF 10 PSF ATTIC L.L. ROOF RESIDENTIAL FLOOR, U:\LESS OTHERWISE INDICATED BALCONIES STAIRS LIGHT PARTITIONS (DEAD LOAD), U.N.O, WII\D LOADS BASED ON FBC, SECTION 1606.2, WII\D VELOCITY: 123 M.P.H., USE FACTOR: 1.0 LIVE LOADS: ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH-INS MUST BE COMPLETE, INSPECTED AND APPROVED BEFORE REQUESTING FRAMING INSPECTION. 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 a.p.M. SHOWER HEADS 2,5 G.P.M, 4. ALL WATER LINE PLUMBING TO BE PVPC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2001 FBC. o PORCHES AND BALCONIES SECTION 1014 o HANDRAILS - SECTION 1007.5 o GUARDRAILS - SECTION 1015, 1019.9 o STAIRS - SECTION 1007 o CHIMNEY & FIREPLACE SECTION 2804-2806 (MFGR) SECTION 2113-2114 (MAS) o EGRESS WINDOWS SECTION 1005.4 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 DESIG~ LOADS: 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION, 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND AND PERMANENT BRACING ANDIOR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMAI\ENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER, SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. WIND LOADS: (F. B.C.) 3000 PSI 3000 PSI ALL CONCRETE UNLESS OTHERWISE INDICATED PEA GRAVEL CONCRETE FOR MASONRY CELLS ONLY (DO ~OT USE FOR CONCRETE COLUMNS OR TIE BEAMS) CONCRETE STRENGTH @ 28 DAYS w ~ (.) I ~ ~ Z 1-, (/') 3 (.I) ~zw <((.I).... (/')~Qo O:::N(.I) en . 01-0 o....:t.t: Z ffizC)u w~f8ii 0 w ~ u:: ~ I I:t.t: . j:: ~(/)-z I-I-....IUJ :J ~O:::~O o:::l1..u.o.. ...J zWo..-I 00.. 0 w9(/)s(/')l1..z~ifi en WZ(/')COZOO c I ::J Z W 9 ::J i= z. c:: Z I- 0 ::s I(/')<( 0::: 3::J CJ 6~0..1->W~Oca u; ...... I W (/) c::. LLJ tnw~t:O:::o~l:C: c wg0:::3{Y)zo:::....:UJ J COw::J 0<(::).....0:( ..... W-ll-~~Ol-....IJ: C I3uo.. UJuo::o ,.., I-O::)"",IZ::Jc(;; :: O:::""'I-~O:::o-= 0 8 ~ tn 8 ~ en tnDD ii ASTM A185 ASTM A615-40 40,000 PSI ASTM A615-40 40,000 PSI WELDED WIRE FABRIC SHALL CONFORM TO ALL REINFORCING BARS ALL STIRRUPS AND TIES REINFORCING: .....: I- L.() E 0 o 0 (/) N ~ LL -(Y)l1) N cooNZ 0 ~~c;jWo -5 e{Y) ,-Iw '- ~-I~~I- ~ o l1.. 0))::)<(.-1 . co' r-- I- ~ 1.0 (/).::c:OU!:!::.-1 w --' Q. '<t ::J I- O'l I- "0 0::: 0::: . <( l1) Q. I I- W 0 O"l <( 0.. (/) U Z 0 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 AI\D 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. NO.2 SOUTHERN YELLOW PINE (19% M.C.) ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR, or OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) WALL SHEATHING: PLYWOOD C-C/C-D, EXTERIOR OR OSB VERSA LAM BEAM Fb = 2900 PSI (2.0E) WOOD COLS. PARALLAM 2.0E U.N.O. DESIGN lOADS: TOP CHORD LIVE LOAD: 20 PSF TOP CHORD DEAD LOAD: 10 PSF CONCRETE MASONRY UNITS: STRUCTURAL STEEL: WOOD FRAMING: o o \0 w I- - 0 ~ ~ Z I"'" I:' 001"'"1:' - > I N U1 ..J en lfl > OJ 0 I \0 en Q W ["] \0 ~ ["] I:' A 0 I il I ..J ["] IrnlL.1"'" A I-rn <t OJ ""'4. a. I ~ ~ ~ I"'" .~ Z o o \0 5. ALL OPEI\INGS SHALL COMPLY WITH 2001 FBC WIND LOADS AS STATED BELOW, ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTAllATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. WOOD ROOF TRUSSES: BOTTOM CHORD DEAD LOAD: 10 PSF 40 PSF 10 PSF BOTTOM CHORD ATTIC LIVE LOAD: SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN FOR NEW WIND UPLIFT AS PER SPECIFIED CODES, DEDUCTING A MAXIMUM OF 5 P.S.F. DEAD LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD. DESIGN LOADS: DEAD LOAD: LIVE LOAD: TOTAL: MASONRY WALL CONST. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, WITH A MINIMUM I\ET 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" AI\D 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, Ul\LESS OTHERWISE NOTED ON THE DRAWINGS 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM, PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW GROUT INTO CELLS BELOW, THE USE OF FELT PAPER AS A STOP IS PROHIBITED. UPLIFT CONNECTORS 1, UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT FORCES, INTERIOR LOAD BEARING WALLS ARE l\OT 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. 15. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC., SHALL BE BURIED WITHIN 15'-0": OF ANY BUILDING OR PROPOSED BUILDING,(FBC 2303.1.4) WOOD FLOOR TRUSSES: 15 PSF 50 PSF 65 PSF 6. ALL DOORS INTERIOR & EXTERIO~ ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION 2405.2) }o ABBREVIA TIONS 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 El\GINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL BEARING VALUE: 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 !';oted Otherwise Vanity Base Vertical Versalam Vent through Roof Washer With Water Closet Wedge Anchor Wood Water Proof 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 WI WIC W.A. Wd WP Anchor Bolt Above AirConditioner Adjustable Above Finished Floor Air Handler Unit Alternate Base Cabinet Bifold Door Book Shelf Beam Bottom Bypass door Bearing Circle Ceiling Column AIC Compressor Ceramic Tile Dryer Decorative Dedicated Outlet Double Diameter Disposal Distance Drawer Stack Dryer Vent Dishwasher Each Each Way EI ectrica I Elevation Exterior Expansion Florida Bldg. Code Finished Floor Fixed Glass Floor Foundation Floor System Fireplace Foot I Feet Footing Fixed Galvanized General Contractor Ground Fault Interrupter Girder Truss Header Height Hose Bibb Interior Kneewall Knee Space Laundry Lavatory Linear Ft. Laundry Tub Masonry Maximum Medicine Cabinet Manufacturer Microwave Minimum Microlam Mirror Monolithic Not to Scale F.B.C. Fin. Fir. F.G. Fir. Fdn. Fir. Sys. ~.PI. Ft. Ftg. FX Galv. G.C. G.F.I. G,T, Hdr. Hgt. HB Int. K/Wall K.S, Laun. Lav. L,F. L.T. Mas. Max M.C. Mfgr. Micro. Min M.L. Mir. Mono N.T.S. A,B. Abv. AIC 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. D.W. Ea. EW, Elec, Elev. Ext. Exp. BUILDING DATA o z ~ ~C/)(C) 0 C/)I- WI-C/)W::::; OZC/):::!<: O-I> ~:2t::~C/) <: C\jW 0::;:;:: (C)'"'~oo ~O::OoO ~owwt) <:l.L..I...J1- crgl-L5z o...JO::C/)~ ~;:;:~oo:: ~~<:~i3 INDEX OF DRAWINGS CONSTRUCTION TYPE - TYPE VI UNPROTECTED (SECTION 608 - FBC 2001) MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE HOMES WIND SPEED 123 MPH (3 SEC. GUSn WIND IMPORTANCE FACTOR - (Iw) = 1.0 WII\D EXPOSURE - "B" (FBC 1606,1.8) INTERNAL PRESSURE COEFFICIENT = +1- 0.55 (PARTIALLY ENCLOSED BLOG) SHT NO: 1 2 2A 3 4 5 6 S-1 S-2 S-3 S-4 S-5 S-6 S-7 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 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 \'1EMBERS, ( 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: (COMPO~ENT AND CLADDING) WORST CASE (10 SF - END ZONE) WINDOWS AND DOORS 123 MPH + 38 PSF I - 40 PSF l1) Nif) 0 "- N 'z U"- ~O I-{Y) <(0.. N- 00 -rl(f) <.0"- > '<t<( .-10 W '~ 0:::: ~~ f'- W-l 00 ~ (J) O-l lLJ 0 0 0::: Z<( () >-l1..z -.J zf-O 0 <($ <(z- -.J I- ZW~ I -(/)> o::~ oz- C'J - 0 WOo :r: uu<( Z ::J 0 L() (!JW oz- OW 0::: o:::r=g I S zJ- I- o..-LL f'- ::c wO:::-I wC/) 0:::3<( wwO::: ~ lJJ c.=J alII- wO(V) I-l-i55 Ol-u ~ - ~-l 0 0::: z::) . > >-00.. L() ~ <( 0 >- <(I 0::: ~ ~t:o z$ N 0.. z3u ~ ::so:::W (J) 0 w~ ::j o..zO (/)ZI >- lJJ 0... () -<((/) ~~::) 0::: 0::: SHEET NO. 0.. 0::: () 0 0 1 u W f- ~ f'- 0 OF I Z 00 (/) 25 ::) (Y) lJJ 0 f- 0 > LAST PLOT DATE N @ 0 March 02, 2005 Z -.J COVER SHEET - GARAGE DOORS (V = 123 MPH) SINGLE 9x7 +37.0 PSF I -40.0 PSF DOUBLE 16x7 +37.0 PSF /41.0 PSF SEE FLOOR PLAN FOR ACTUAL PRESSURES S-8 S-9 S-10 S-11 S-12 S-13 S-14 S-15 S-16 S-17 S-18 ALL WORK SHALL COMPLY WlTH ALL PREVAILING CODES, FLORIDA BUILDJ~G CODE, NATIONAL ELECTRIC CODE AND CITY OF ZEPHYRHlLLS ORDINANCES ENGINEERlU) PLANS ON FlLB REVlEWED MAYO 9 ZOOS MASTER REVISIONS ~b~ NOTICE TO BUILDER DESCRIPTION DATE IT IS THE INTENT OF THIS DESIGNER THAT THESE PLANS ARE ACCURATE AND ARE CLEAR ENOUGH FOR THE LICENSED PROFESS- ONAL TO CONSTRUCT THIS PROJECT, IN THE EVENT THAT SOMETHING IS UNCLEAR OR NEEDS CLARIFICATION"STOP"AND CALL THE DESIGNER LISTED IN THIS TITLE PAGE. IT IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL THAT IS CONSTRUCTING THIS PROJECT TO FULLY REVIEW THESE DOCUMENTS BEFORE CONSTRUCTION BEGINS AND ANY AND ALL CORRECTIONS, IF NEEDED, TO BE MADE BEFORE ANY WORK IS DONE. WALDEN GRANDE 2003 STEM WALL 9'-3112" 5 ' -4 " -r PLANT SHELF PAS ..- THRU HfOD o . D RANGE (0 D - o I 00 TILE TO 16" lA3 WIC LANT SHELF SOFFIT 1/ - ~ I I'- BRKFST NOOK AREA PLANT SHELF SOFFIT c ,.. - - - -IMt - - ., 111111 111111 111111 I 1111101 ~ ~ ~ 111111 I 111111 I 111111 I 111111 I 111111 I 111111 I 111111 I 111111 I 111111 I 111111 I l- ~ --=a. -=-- --:..JJJ!!J. -;;& -=a ~ REFRIGERATOR @ PLANT SHELF SOFFIT PASS-THRU @ 42" A,F.F. I II I OJ DjW @ KITCHEN viEWS NOTE: VAULTED CEILING IN KITCHEN MC MIRROR I I IEJI I I [O[[] INTERIOR ELEV A TION6 @MA6TER BATHROOM w (/) ,0 Z --.J --.J ::J en '('\J WIC TUB o BATH 2 1/ MIRROR 0 I MC 00 I I I [[] Z 3 o o 0.. W l- (/) W ~ <( 0::: <( ~ o I- 9 r-- (Y) J co l1) 40'-0" 1 15'-0" 10'-8" 8'-8" 5'-8" REFER TO FLOOR PLAN & FIELD MESUREMENTS FOR DIMENSIONS. SCALE: 3/8" =1'-0" PATIO EGRESS 35 SH w co ~I- (/) co 0 o_ J: co tC :~ 1 I 1 II i II I I'll II I ::: /" t" E~ 12~" ~ ,(f;)/ ~ ~ ~ FAMILY ROOM BEDROOM -2 = - 11'-4" x 10'6" ~ - 8' CLG. ~ = CARPET - ----------- ---~ ~~@ ---' - /., == ,......=-JJ 2868 l.1.-..... _ - - - - 8'-0" X 3'-0" EGRESS 25 SH 6068 SGD e-- I Illn 1'11111- I 'I II II IIII :: . 1II1111 1111 J o (Y) I-- , I-- I-- , I-- ,~ I-- '0 I-- , \/ I-- I-- '1v. I-- ,~ t= " MASTER SUITE I-- , I-- ,11'-8" x 16'-2" t= VAULTED CLG. I-- CARpET ~ --------~------ --- f18B\ /~ ' " I-- " ~ I-- 12'-4"" t= rr 'r (" 'S\- ~ - t=l--b I~ ~ wi / ~ I-- 0 9iq" 5'-10" Z I /." I-- -M" ,. -I I-- 1-1 t= ~ 31 ~ rf'\ ~_ ~I ~ ~ ~ t= I cbcb DBL TOP PLATE AT 14.1 ~ ~ DINING 21X24" BWAARLLTOP ON S-6 ~' 10'-2" x 11'-6" t= '.--- -,1 I 10'-0" CLG. r@ 39 1/2" AFF ::=. 6'-0lh"(D ....--~I I '" I CARPET 21'-11112" / 1--' (Y) ~ 00 'f I OPEN PASS TH ~UIN IIt:OL FRAMING FOR I-- ffi I SOFFIT ABOVE CNTR. ; 2' 6lf." ~ '-6' 5'l . 5'-2lh" I 6'-5" 4'-6lh" 1'-5112'~ 4'-4" ~ !! -' ~.: ~,~:'T~" l-L~ 1 ~,i55~fo"1 .~ /( I J 0 ,\[J - - ft. . 0 ' r; oj;' I , " ~ v ^< II <( n -~~......- - - .J C / 0".(- ,'/' / SI~K I U ~ ==?\ \, L 68 "'::U''Y " / V ~~'S~~'/' ~ A; 3'-p"~: ~ l1) ~)~ ~ < ' TrOH CAB~~~ Q~ ~ r=- - ~~ :.. lo ~ WI~"" 't SOFFIT r...l'-..A KITCt-IEN t3z O]-~~~ ~ 1\' ~ I ~ 8' CLG. : I r ^ ')" '1 = ~ ~,t-lt TH '~VINYL : ~ _ ')--L1~E ['./ 10'-0" CLG. ~ l:~~~ ~. 8V' yLLG. ~ ----- -4'-~0:" ; i~~7'~~ t <VVIN;~10" S2~-5 - 6 OiL" I r~ RISH RYER VENT THRU : ::i - i<- I :1 REF~ ROOF MAX LGT 25"0"(30"\ I: 0 ., r , ,....., - -.--r -, I Ii r - -, I ~ 1~09 = --: - ~ LAUN, . :~ T MC:'I 3/8" ;@3 :\ _ '" J ~ ~~' CLG, t8 V TE ERED GLASS S-4 = I ~Olh" ~ IiC6 2'-8" !..~VINYL 5'-5W' !..N/ A.. 9'-6" _ ~ -M 2868 1::f'''''''''' Il ?RRR ~ \. L " - -,f-3\SHEARWALL-1 ~ ~-119+- p~y -, ",1<1-!TO" --r - 3'TH'C--- jr~~~<__~~r.ELEV!T10NI~;~ _,_ ___ /;.~ ~+________ = 13'-6" I t, 5'-2" 7/ ~ 8'-3%" ~ f18B\ ~ V 6 '\/ 1!18B\}/ =- ~OV, ~ \S=5l = ,____~______, I~ = t:NTRY ~3 ~ - 18'-8" I ATTIC ACCESS I - r- .( .j \ ~ I LOCATE IN FIELD I - ________~~-=------.. = : 22" X 36" MIN : =. === ___PBg::~f)L~BX-".--- - ~---------------~ -~ - -, = 2 CAR GARAGE = - -, = 8' CLGAF.F = - 1/2" DRYWALL ON FRAME WALLS = = R-11INSULATION IN FRAME WALLS ~ - ~ 1/2" CEILING BOARD ON CEILING ~ = I-- PAl NT ALL = - SEE SPECIFICATION SHEET FOR - = CEILll\G TEXTURE TYPE = - ~--------------------------------------- -------~ -- - I I -, f1sB\ /ri---------------- ~ y~ ~-5 = I 1\ S-5 ) I - - I I~ I _ +'- I I _ HOSE - I : - BIBB= i f5\ f5\: = ~ i/ ~ ~ ~ i ~ - 1I 2'-0" EGRESS 9 -M -M 15'-0" x 20'-8" CARPET G.T. e- :AULTE~ CLG- - - 15'~: - - -; f- 10'-0" CLG. - :-.::::- -;-- ;5E.1Y \C) 5'-8" 6'4" RISH '<t RISH ~ 2868 IF (8\ \31 - BEDROOM -3 11'-4" x 10'-6" 8' CLG. CARPET o ~ o -M - - - - - - - - - - - - 12'-0'" I(/) (/)ifl L!')O::: ~~ W c V F()~ER VULT CLG. ~ V NYL ~ 0.1 2fii3B II (Y) SOFFIT II ~~ATt-I 2 (j) L1~E I I~ ~ 8' CLG. I~ (1i\ ~I Iii ~ E VINYL, lu 3'-5" ~~ ~~ T~ 00 ~ (-5~ ~~ 4'-8" _ ~I I~ 3 _2" ( Q") _U" _ /,~~7 \ r-;;T ~--1 ~OR I >.'9 0 ~ -2X6 WALL ~:ENTER ~~~~~~,___; 0 ~ VrR"'---- ~ R'SH = ~I_II DOOR L!') ----- ,r'! :J___- ~ - 3'-5"- :;u 3068 ~ (Y)-, ~ ~'6 h' "'"7m 286~~ ~J_O" I / 8 I PROVIDE &.1" /JI I-- ffi !:\: Y b PLATFORM'" I-- Z 0 V" 0= FOR HVAC UNI ~ Q -I ~ ~ - 1-::) T VERIFY SIZE W TH ~ <( CO CO '<t 2'-11" MFGR 5'-11" - U -...... -M ~ :33 I-- it U i---- _ _G..:T ELEYATlO~ I ON~Y_ I-- ::? ~ l~;,~~,~,OM ~4 ~ ~~ .f5E.l \ 8' CLG. = \ S-5 ' \C) CARPET 12'-4%" = ~ --L -, - - - - - - TUB/SHOWEft._ TI LE TO 7' AFF - - - - r-~_ - ~ 00 N (9\ ~ III 1111:: ~ \. ~ 1 '\ BLOCK TO 24" / \ FRAME ABOVE J 35 SH (24\ \C) ~ -M -M EGRESS :: I I 111- (1\(2\ ~ BUTT JOINT ON 2 X 4 WALL WI HEADER @ 6'-8" BOT. OF GLASS 24" OFF FLOOR 6'-4" 4'-0" 16X7 OVERHEAD , '1111- 2'.0" J ~ 12'-4" 16'-0" 20'-0" 7'-8" 20'-0" 40'-0" FLOOR PLAN SCALE: 1/4" =1'-0" "1 O'l -M "1 '" 00.. "1 (Y) -M "1 '<t '<t 9 '<t -M WALL LEGEND FRAMED WALL 2 x 4 U,N.O, 1:':....I...E.'l<IIL't. h'J: "t,. J,',t-,I,t: f,ft,fE>l;:.t If ,,"fl:f I BEARING WALL INTERIOR SHEAR WALL MASONRY WALLI SHEAR WALL MASONRY SHEAR WALL INS. WI FURRING 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 1.O 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 lLJ U I- o Z lLJ (!J <C I- o o LL lLJ 0::: <C :J o if) w ~ l1..<(0::: '00:::0 w l1..l1.. ~i!5~~ ~-0::J x~o:::o o::)l1..u O:::OzU o.."",w<( 0..""'~1- <(0<(0 wO:::l-z o:::l1..w <(zo:::o ow<(o w:::s::(/)o I-~ZZ o 0<( ::Jw-w OO:::(/)"'" <( Z "'" . ~(/)W~Z c.;lZ~l1..Q ~QOo~ o(/) 0::: I-U Oi55Q~:J l1.."",o:::Uo.. w""'wOo.. 0::: 0 I- -ICO <( <( Z -I ::J-I-O:::-I 0' <i! rJi 0 <(~ (/)0:::-1-""" w-lO :J>~ZO::: <(0:><(0 en Q,)G>-I (J)1a~ Q,)._ 0 Q,)(.)(/) .:.: ~ ~ I en 0 (J)CUg: Q,)c8 - 'On u:: ca.- - a.,.en~ OQ)W e"CU w ~ 0 I ~ re z 1-, (/) 3 (Q ~Zw <((Q....t (/)~Qo O:::C'\ICD (I) - 01-0 O....t~ Z ffiz(Ju w~~ii 0 w~u::c.;l II~. i= ~(/)-z I-I-,..Iw ::l ~o:::uo 0:::l1..u.ll. ...J ZW~-I 00.. 0 w9(/)S(/)l1..z~~ (I) wZ(/)alZOO C Z I ::J Z w Q ::J f= Z' 0:: ~O::SI~<(g~::) e" OZo..l->Ll.lo..OCl:l U; <( I w (/) 0:: . LLl tntB<i!!:::O:::o<i!CC:; C ~os38~Sci~ < W::JI-~~Ol-""J: C I3Uo.. wUO::O c:: 1-0~~~t5~~:E ~ 8 ~ tn 8 ~ en tnDD ii *" ~ c:::::J 0 ~<(aJ (/) w o ~ Z o -I ::J CO -I <( 0::: I- ~ o (/) (/) w o U -I{Y)l1..>< alol1..<( w r-- 0 l1.. ~N (y)'<t z{Y) (Y)o <(-I{Y){Y) O:::l1..NN ~~gg (/) 0.. CO CO l1) 0 r-:.. r-:.. '<t 0.. 0 0 O'l <( <;t '<t cr'> o (Y) N o Z o CO I- ..: Cl)l <( I- b(/)~ E '<to::: ~ ~~ o (Y) - roo~ il)r---MW f:O~~-I CO-l'<t<(1- 0.... l1.. .-I 0::: <( CO::)U . co' r-:.. I- - '" (/).>::oU~.-I w a. '<t ::J I- O'l I- -M 0 0::: 0::: . __ l1) a. I I- W 0 ..... (j) <( 0.. (/) U Z 0 I'- OO(f) 0-1 0-1 I C'J- L!)I ~$ ~lLJ ~- 11)> ~~ >-lLJ 0::0::: OU J-I'- Zoo WJ- >0 ~-I 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(/) 'z ~O C'J- ~(/) > w c:: 1.O o -...... N U-""" I-{Y) <(0.. 00 "'-...... '<t<( -MO '~ ~~ w--.J O--.J z<( <($ o:::~ t?W Zt- wC/) wO(V) ~ --.J 0 ~ <( 0 Z$C\J :) a.. SHEET NO. 2 OF 25 LAST PLOT DATE March 02, 2005 l1) o o N N o .!: 2 co ~ o o 1.0 W I- - 0 :::J Ul 'If r-.. Z .... L~ o ci .... t' - > I N Ul ...I en III - []] D I > 1.0 en oWMI.O ~~Mt:' 0. I ...I M U1 La. .... II-q:OJ ~ UJ II I foo- W .... ~ ~ Z f0o- D o 1.0 o z W (.?(/)z u;:r:~ 0 Wf-(/)W::J OZ(/)::::!<t OO-:r:> Z~t:s:(/) <tNWo::~ (.?r1:;;:OO ~o::OOO s:OWwU <tu..:r:~f- o::Of-~Z O::Jo::(/)~ ~~tOO:: ~~<t~3 lLJ ~ 0::: U>-l1..Z ZI-O <(Z- I- ZW~ -(/)> OZ- o woo UU<( Z::J 0 OZ- OW 0::: I- 0::: r: g 0..-l1.. I ~~<i! wwO::: c.=J al I I- I-l-i55 Ol-U 0::: Z::) . >-00.. >- <( I 0::: ~!:::O t"\ 3U L..I.- ~ 0::: w O ..J W ~ o..ZO " (/)Z::r: ......, -<((/) ~~::J 0.. 0::: o U W ~ o I (/) ::J (Y) o o N @ FLOOR PLAN ~ co l1) 40'-0" W en * ~ Q,)G> -I c:::JO l.L..<(0::: (J)1O <( (/) '00:::0 Z 0::: w l1..l1.. Q,).- Q W ~W~I- Q,)(.) (/) Z <(CO a z ~ ~-O::J .:.:~ (/) lLJ x~o:::o W en () O:::ll1..u l1.. W I en 0 a I- O:::ozU (J)cog: o..~w<( ~ 0 0.. ~I- Z <(0<(0 Q,)c8 Z WO:::I-z a O:::l1..w - 'OJ) u:: -I lLJ <(20:::0 ca.- - ::J -I OW<(O a...en~ co ~ ~ W~(/)O OQ)W 0::: <C I-;:::zz "Cu l- I- o 0<( E ~ ::JW-w 0 0 oo:::(/)~ (/) 0 (/)<(z . (/) W W(/)W<(z 0 u LL ~z~a:Q -I ('I') ~~ lLJ ~QOol- COo O(/) 0::: I-(J wr-- 0::: oi55Q~::J ~N ('I')<;t <C z{'l') ('I') 0 l1..~o:::uo.. <(-I ('I') ('I') :J W wOo.. o:::LLNN 0:::01-03<( o . , , 0 <(-Iz -I .~ gg if) ::J -I -, 0::: -I (/) 0.. co co g<((/)O~ l1) 0 r-:.. r-:.. 0:::-1....... -IW<i!O>- '<t 0.. 0 0 -I>3zo::: O'l <( '<t <;t <(0 <(0 't o M 8'-8" 14'-10" 10'-10" 5'-8" -III II II 11111 II II 111I 'I I 1/" III II 1111 11111111 III 11111 III 1111- -- ~ 12'-0" -- - -- - '--> - - - - - - - - - - - - - - - 0 - - .-1 9 C';' - - 't ~ ~ - - (!) - - 0 .-1 .-1 .-1 - - N - - - - - - - - - - 15'-8" 5'-8" 6'-4" - - 12'-4" - r- - 't - 9112" 5'-10" - O'l - ~ - .-1 - ---3 ~ - '-- - ...LL..ill - - :-- 't - :-- .-1 - :-- '":' N - r- Ii') - :-- rr-- :--. N :--- " -- - ,~ -' :-- eo - r- - :-- - :-- - :--- - :--- : ~ .----- ........ - r-- <9 ____ r '" - r-- 5'- ~lh" 21'.111/2" - M - :--- ~ I' 0 -- :--- .-1 -- :--- -- :-- 2'-6 "2" 3'- 5'-2112" 6'-5" 4'-6112" 1'-5112: 4'-4" 12'-0" 0 :.- " .-1 :-- -----" ~ ~6'<, ~ _u,_',_____ 1 :-- r- b " ~ :-- ~ :--- 't / ~ - -u 't :--- ~~ r- M $, 't ~ r-- / I' , I 'r"'i, 4\ -- '<t r- <. V '~3'5"- -- (!) r- R 0" -- -' / t1? -- :--- -- r- \ ~ Ii') 5' r-- ).. -. r-- '6' .-1 " ~~, -. :--- < ...., - :--- :1 I I : :--- II ~ '-5" !-- (!) ~ - f ~ ~ r- i---' .-0 " - r- ~ I I l~ !--- !--- ~ II !--- 5'-8 1.1" 4'-10112" 3'-7" 8'-10" 4'-8" 3'-2" 8'-10" ""'" ~ " r- l , - ---., .-: co I I :--- , .----- 't TTIC I v l1) - I I <::~' 2'-8" ..:::><::. [ ~~~~ - --' ~ - , i .v. - C"1 - 2x6 WALL ...., 3'-5" = hl Jt. ,~ I-- ~ - -- I-- I \ co.. , ~~ ~ -' .......u. I-- (!) V , /' !-- -- !-- '---- '/ - !--- - t1? I-- 9 - I-- 2'-8" l, ) i - co I-- l,l,/ 9'-2" '<t 3'-6" 2'-11" ,'-11" - .-1 !--- 5'-8112" 5'-5112" A. - 'I 1:'J' v ~ I - n -- r- V 19 -- ~,,~ 3'-0" 4'-0" I -- r- ~ -- I -- f-- <9 -- n -- f-- !-- -. .-1 - !--- -- .-1 -- r- -- -- r- -- -- :-- 14'-2" 5'-10" -. 7'-8" 12'-4" -- !-- -- -- f-- -- 't - f-- -- -- I-- -- r-- -- I-- 20'-0" ~---------------, -- I -- ii-- I ATTIC ACCESS I -- -- -- r- I LOCATE IN FIELD I -- ------------------- - -- I-- I 22" X 36" MIN I -- IIII III II :: III 1111- I I -- II r- ------------------ ~ f-- ~---------------~ -- 00- - - -- - -- - -- - -- - -- - -- - -- - 't - r- a -' f-- -- f-- N -- - -- 2'-0" 6'-5" 3'-11" - -- - -- - -- - -- C? - -- 't - -- '<t - -- ('I') .-1 - -- .-1 - -- - - - -- - -- - -- - -- - -- - -- - -- - - - -- - - -. - _. - -II I " IIII - 2'-0" l 16'-0" l2'-0" 7'-8" 12'-4" n 20'-0" 20'-0" 40'-0" I'- W.....J CO ~ (/) O.....J lLJ 0 0 0::: z<:: () >-l1..z -1 zl-O 0 <::$ <(z- -1 I- ZW~ -(/)> I oz- C\J - o::~ 0 woo ::c uu<( Z ::J 0 L() 0W oz- OW 0::: 0:::1-0 I $ Zr-- I- 0..!:::U:: I'- I wO:::-I w(f) 0:::3<( wwO::: ~ W c.=J alII- llJ 0 (Y) I-l-i55 Ol-u ~ - ~ .....J 0 0::: z::J > >-00..: L() ~<::O >- <(I 0::: I- ~!:::O z$ N 0.. 3u Z ~ ::so:::W (/) 0 W~ ::5 o..zo (/)ZI >- ll.J 0.. () -<((/) ~~::J 0:: 0:: SHEET NO. 0.. 0::: 0 0 2A 0 u w ~ l- I'- 0 OF I Z (/) CO 25 ::J ('I') ll.J 0 I- 0 > LAST PLOT DATE N @ 0 March 02, 2005 Z - -1 DIMENSION w ~ I Z 00 1-, (/) ~ ~ ~ZW ~<D;.1 en (/)~Qo N_ z . 01-0 Ori~ 0::: z <( U (/) <D... 0 W U W - Lt) u. - yJ~u::~ II~. ... ~ (/) - Z I- I- ... LlJ :J ~ 0::: S3 0 0::: l1.. U. 0. ...J ZWo..-I 00.. 0 WO(/)S(/)l1..z~~ (I) WZ(/)alZOO Q Z I::)ZwQ::Ji=Z(% I- a ::s I(/)<( 0::: ~::) 5a 1:5zo..l->W~oCQ (I) <( I W (/) (% . IJJ I- W -I I- 0::: 0 -I CQ -. Q ~g~~{'I')Z~cCijj alw::J>-8<(::J c( ~ W-II--INOI-"'J: I3uo.. wuO::O 0:: 1-0~~~a~~:!E ~ 2~tli83entliDD ii o z O'l o ('I') N o Z co 8 , t1? .A' '- r-- ...... Lm;:~ ~ COON 0 III r-- .-I W ..c 'a.QNN U e{'l') ,-Iw '- ~-I:;~~ ~ Ol1..CO::JU....~ . co' r-:.. I- - (0 (/)~OU~.-I LJ a. '<t ::J I- O'l I- ~8.Ig:ffio<( O'l <( 0.. (/) U Z a o o I.D W I- - 0 ::J ~ ZUl.....t" 00.....t" - > I t\1 Ul..JIDIJl - OJ 0 I > I.D ID (iW["]1.D ~ M t" <t 0 L'J I 0. I ..J ["] Ul I.L ..... I I- ~ OJ <tUlo. I I- W ..... ~ ~ .1- Z o o I.D 5' r-- ('I') o Z W C:;l Z (ij~~ 0 Wf-(/)W::;j oz(/)::::!<( OO-I> z~t:~(/) <(NWn::;::; C:;lM~Oo Zn::OOO ~OWW() <(L.I... --if- n::o~L:5z O::;jn::(/)~ ~:;~on:: ~~<(~3 C\j(/) 'z ~O C\j- ~(/) > llJ n::: l1) o ....... N U....... I-{'I') <(0... 00 (0....... '<t<( ....,0 '~ ~~ 9 co N DIMENSION FLOOR PLAN SCALE: 1/4" =1'-0" TYP.@ ~ ALL CORNERS~r nn____n I :./"*// I / r___n_n '/' I I '/' I , I I : LV:: INDIC TES FILLED CELL : ": W/30)0 PSI CONC. GROUT : / : FROM FTR. TO BEAM : / : WI H 5 REBAR VERT. : / ABOV SLAB. TYPICAL : 6: @ ALL PLACES SHOWN I ~ HOOK D FTG. DOWELS 17" : / EMBE )MENT WI 25" ~ / EXT, ~ BOVE SLAB ~~ <;j- I / ' I l1) : / : ~: , '7 ' : /: : /: ::* : /, / ~ ./ / co ~ ~ ____ 7 ___ 1/ :/ '.J I- I/ '/ ~ / - ~ / ,/ :~ I :/ I 1-STORY STEMWALL SCHEDULE STEMWALL HEIGHT (h) FOOTING DIMENSION d b MAXIMUM F.C. SPACING (O.C.) IN STEM WALL NUMBERISIZE OF BARS LAT. 0'-0"-4'-0" 10" 16" 6'-8" WI (3) #5 BARS WI (3) #5 BARS 127.2# 4'.8" . 6'.0" 20" 210# 10" 4'-0" 6'-8" - 8'-0" 24" WI (3) #5 BARS 374# 2'-0" 12" NOTE: 1. VERTICAL REINFORCING IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE. REBAR NUMBERISIZE WALL (1) #5 CONT. TIED TO EACH VERT. , REINF. BAR h" ::::;;;::'.?;,;, ";1'''',.'1'/''':~''' .W.M. TO BE ". '. "t'T' ~I~~A~O #5 CONT. . ~ COMPACTED CLEAN d" FILL [,.. I; SEE SCHEDULE r "/ FOR REINF. STEM WALL FTG. l-STORY SCALE: N.T.S. NOTE: REFER TO DETAIL 34/5-1- FOR TYP. STEP FTG. * 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: CONTRACTOR IS RESPONSIBLE FOR BRACING OF STEMWALL DURING UNEVEN BACKFILL CONDITION 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 I I I I I I I I I I I I I I I I I I I I I I I , I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ~------------------------------------ SINKS 3" VTR t 3" VTR TUB W/C) LAV 2'~V LAV LAV WIC l1/2" 2" TO SAN. SEWER PLUMBING RI6ER NTS. I I I I I -----------------~ "i co If) 8'-8" 15'-0" f3\ ~-y ~ 40'-0" 10'-8" 'I 5'-8" ~ 16'-4" l 15'-8" 1 1 8'-0" 3'.8" :5 4" CONC, SLAB (j') WITH 8" THKN 0 ~ 5'-4" 4'-6" I 14'4" EDGE ~ vsco lQ. 3'-0" 4'-0" 5'-2" _n'vY~QQ\t'_QP~g__ _n___n____nn_____ _~_ - ,}~i'_gg~~?.:~n___ n --'ilil-t-n--- _nn____nn_ nnnnnn____' \I //-Jt7/AI//V//. _ fa Y-J(// /~/ 1/ ///~//.: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -,- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -, V : 1112 X :, 1/2 " RECESS I W'DOW OP'G : V : @ SGD (f5\ I f1\ : V : ~ C? I ~ !~i :V: :/": /": /": '-, I V: /": I i~ i :/": : V : : V : @-+:~I 'lL--, S-l : V :V '~ V V V, I"" : C? r-- r-- NOTE: THICKENED FOOTING _________: I REINFORCING TO BE CONTINUOUS ~ THRU PAD FOOTING TYP. U.N.O. ~" ~~ ~ ~~---- ~,,~ 4EJ\ ~ I I I I I I ~III (10 \ : I : 2'-6" X 2'-6" X 1'-0" WI (3) #5 E.W. BOT. "i o ('!') 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OF 25 LAST PLOT DATE March 02, 2005 FOUNDATION *Il' ~ c:::::J 0 ~<(CO en W o ~ Z o -I ::J co -I <1: 0:: I- ~ o (j') (j') W o U -I{Y) l1..>< cno l1..<( W r-- 0 l1.. ~N (Y)'<t z{Y) (Y)O <(-I{Y){Y) O:::l1..NN o - 00 .;2 coco (/) 0.. co co l1) 0 r-:.. r-:.. '<t 0.. 0 0 O'l <( '<t '<t m o (Y) N o Z co 0 ..: C9 ~ I- b(/)~ E '<t 0::: 0::: I ~ ~~ O{Y) - N roON~ 0 Q)r--...1 .r: tl.IlNN U c{Y) ,-Iw .... ~ -I ::; ~ I- ~ Ol1..co::J<(...1 , co' r-:.. I- ~ to (/)..':!:ou!:!::...1 W a. <;t ::J I- O"l ~8.Ig:8JO~ O'l <( 0.. (/) U Z 0 l1) o o N o o \D W f- :J 0 zU1~t' Dar-t' - > I 1\1 U1 ..J D' III - OJ 0 I > \D D' (iW[V]\D < ~ M ~ 0. I ..J M U1 La. r- I f- <l: OJ <U1o.. I J- W I r- ~ <l: .~ Z o o \D o z w " z V5~~ 0 Wf-(/)W:::::i OZ(/)::::!<l: O-I> ~~!:::~(/) <l:NWO::~ "r-I~Oo zo::ooo 30wwU <l:"-I--'f- o::Of-~Z 0:::::i0::(/)::2 c,Q~~00:: ~c,Q<l:~a lLJ ~ 0::: () >-l1..z zt-O <(z- I- ZW~ -(/)> OZ- o woo uu<(o Z ::J oz- OW 0::: I- o:::~g 0..-l1.. 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ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) w ~ coO I ~ N Z 1-, (/) 3 co 0Zw <(cot"! (/)~Qo O:::NCO en O:o~uo oa~ Z w z u w ~ Lt) LL. 0 ~~u::~ II~. j:: _ (/) - Z I- I- ...J UJ ::J ~ 0::: s:: 0 0::: l1.. LL. a. .... zWo..-l 00.. 0 WSE(/)S(/)l1..Z~iS en w (/)cozoo C I::JzwQWi=zc:: Z I- 0 <r I (/) <i! 0::: ::> J ~ l1..z..JI->L.i.lO~a::I en o <( 0.. I w (/) 0.. c:: . UJ tn t5 <i! t:: 0::: 0 <i! a::I ~ C wo0:::3{'1')zo::: 'UJ _ al W ::J 0 <( ::J <C <C '"'40 W-lG~~OI-...J::C Q I3 0.. wUC::O ~ I-o~~~~~~i 0 8~tn83entnDD ii , , , , , , ", ~ c := ~([ ::: ) ~ --fAN \ / ~ e{lEWr \ /1 OPT~ \ ''r---- /\ : I I I \ : \ \ I \ I , O'l o ('I') N o Z co 0 ...: CJ? ~ I- bU)t::i E ~f56 ~ 5\ <(wI ~ CIl l1..zl- O{'l') -::J N Ci5o~~<( 0 &,~c::ji556 ~ c{'I'),-lw Cil Cil-l'<t<(1- Ol1..@~<(.-1 ~ . ror-:..I-~CO (/)~oU!:!::.-1 w .-1 a. '<t ::J I- O'l l1) 8.I~ffio ~ O'l<(o..U)UZ 0 44" AFF 39" AFF 36" AFF 12" AFF 42" AFF 2" AFF KITCHEN BATHROOM LAUNDRY ROOM EXTERIOR WATERPROOF GARAGE GENERAL PURPOSE RANGE --- I , ~ "- - -( := J:< rl:([ ::: ) 4i FAN 11\ PREWIRE ~ IIOPT.I ~ "" \ ...... IOPT.[ rj') ~I \ C - J:<','([::::) I ~ - - - - - - - I~~~W~R; - - - - - r u~ I ~ \ \ \ \ ! / I I 2, ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3, ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4, ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE, SECTION 905.2 6, PROVIDE AFCls (ARC FAULT INTERRUPTERS) IN ALL DWELLING UNIT BEDROOMS PER NEC, SECTION 210-12 r - , I TVI '- _ .J IOPT.1 o o 1.0 w I- - 0 ~ ~ z .... t' o ci .... t' - > I N Ul ...I ID III - OJ 0 I > 1.0 ID OW['I']I.O ~ ['I'] t' A 0 I [l: I ...I M ~ Ul lL .... AI-~r:o "'4,Ulll. I I- W .... ~ ~ I- I TVI C _ .J I I I I 5'-711.2"1 I I I I I I I I IOPT.1 16'-4" f1 I I 'rJ c:= J:<~-::::+ - -- F FAN I \ PREWIRE ~PT. I I , -/, IOPT.1 , '\ ELECTRICAL LEGEND ~ SMOKE DETECTOR 9; SINGLE POLE SWITCH ~ 9;2 DOUBLE POLE SWITCH FLOOD LIGHT $3 THREE-WAY SWITCH 1____________1 FLUORESCENT LIGHTING 9;4 FOUR.WAY SWITCH 9;DM DIMMER SWITCH n n n TRACK LIGHTING U U -9- CEILING FIXTURE n SCOUNCE ( WALL MOUNTED) CEILING FAN FIXTURE d:D 110 VOLT DUPLEX OUTLET (/) tD 110 VOLT SPLIT SWITCHED OUTLET I~ DOOR BELL CHIMES dI GROUND FAULT INTERRUPT u dI WP WATER PROOF WI GROUND FAULT @- DOOR BELL DISP dlb 220 VOLT OUTLET 0 DISPOSAL ~ SPECIAL SERVICES OUTLET LCJ DISCONNECT SWITCH ~ T.V. CABLE OUTLET ~ PREWIRE SPEAKER ...... TELEPHONE CABLE OUTLET CD ~ RECESSED LIGHTING JUNCTION BOX @ WATER PROOF CD THERMOSTAT RECESSED LIGHTING 0 LOW VOLTAGE LIGHTING ~ BATH FAN ~ INTERCOM SYSTEM ~ BATH FAN WI LIGHT CE..8J GARAGE DOOR PUSH BUTTON UNDER COUNTER ) / --- z o o 1.0 4'-8" / / ~ 3'-2" I ,/ o z ~ ~ (/),~ V;:r:~ 0 WI-(/)W:::;j OZ(/)='<( oo-:r:> z:2:!::::::(/) <(C\lWO:~ ~.-<~OO ~o:OOO :::OWwU <(lJ...:r:--'1- o:gl-~z O--'o:(/)~ ~~~oo: ~~<(~G U 0:: W W Z 20 zO-l o -- U f- ::) (/) <( (l) 5u......... g3 ~~ 0::<( wl.J.... >0 ~ "'" , ~ \ \ II ' '--- C :='~~:([::::) IOPT.1 A FAN ~ PREWIRE i IOPT.] I I I / / ~ s- ('I") \ ~ I \ IW.H. I \ I " .. ELECTRICAL @ 4 PANEL FIELD LOCATED GFI WP jOPT.1 - , TVI _ .J iJ') C\l(f) 0 ....... N .z u....... ~o I-{'I') <(0.. C\l- 00 ~(f) co....... > '<t<( .-10 W '~ 0:: ~~ I'- W-l 00 ~ if) 0-1 lLJ 0 0 z<( 0::: () >-l1..z -.J zl-O 0 <($ <(z- -.J I- zw~ I -(/)> o:::~ Oz- C'J - 0 woo I uu<( Z ::J 0 LO <..?w oz- OW 0::: o:::r=g I $ zl- I- Q...-l1.. 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() 0::: 0 0 U w l- t'- ~ OF 0 I Z 00 25 U) ::) ('I') llJ 0 I- 0 > LAST PLOT DATE N @) 0 March 02, 2005 Z - ....J ELECTRICAL PLAN ~---, --d:D~-----~ \ : AtTIC ELECTRIC : I I ~I I ~1!__~g~l?!3_:(g99_E_; \ \ \ \ \ -<r \ \ \ 1) FOR GARAGE \ DOOR OPENER _ -i -_- -=-= -_- -=-= -_- -=-= -_- -=-= -In DT -1- - - - - - - - - - - - - \- - - - - - ~ ~T~-----\--i- \ : \ I I \ @:42" \ I 'ffF. \ (----------------------------------------- SINGLE PHASE ~ BREAKER PANEL NEMA 1 30 CIRCUIT METER SOCKET~ ~ I i I I I I I I I I I 80:: f-W <(f- UW( o~ ....J. au ....JW w....J _W l1.. c::::::J c::=:=::J o L 11/2" RIGID NIPPLE WITH 2 #1 AND 1 #3 CU THW CONDUCTOR #4 CU GROUNDIN~ PER NEC 1999 EDITION MAINTAIN ATTIC ELECT 36" FROM BATH ROOM HOSE BIBB BY POWER COMPANY I I I ~CTRICAL RISER DIAGRAM rV NT5 ----------------------------------------- 5ERVICE 51ZE = 150 AMF5 ELECTRICAL PLAN --- SCALE: 1/4" =1'-0" -- ---- IOPT.1 - -- - -------- IOPT.1 OPENING PRESSURES INT. END ([) @ +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 ~...... ~ ./" . . ./. . ~, .' ./ '.' ~. ..... .... .... /' d · ~ .. ..' . ../'. ". I 5~ 12 2'-0" ~~-~ ;../ I-'r----- ~ I o <( W I ~ o o ~ ~ U o ...J en LL. o 0.. o I- q CI)) 00 U) ~~ _ ~,_ _ _ ~N~ FLR. 4' OFF 4' OFF RIDGE ~ r-- RIDGE VENT j ~ j VENT ~ d.. · ~:::::r ./" ~ ~.. . J--...... ~ '.. 4' OFF RIDGE ~ I ./.. .. ..' [.m~ .. - -Cn ~. . "'" I .L' ..,. ..... ~ ~.. . . .' '. .. .. ...n .. T .. ~ ./ ..... ..... '.' .... . '-...... ./ .. ..' '. .. '.! '.. .' ..... .." .. ... '. .............. ~ . .'. ..... .'~ .L"" .., ..' . .: · ..' T. ... .... ... ... ... .... .J"o........ ./. .'. d. ...... '.' .. · ~ ~. . . . · . ... . ... ............ .... . T .. I"-.... ./ .' .., ." . _ ". . .. '.. d' T · .~ .L' . . . . .' . '.. '.' ....... ... T .; . . . . . · '.. .. '.. ............... ./d '.. .. ..... · .... · . ....... .... .. ... .... ..~ ./' . ... . . . . . · · · ... SHED ROOF DOWN .r · · · · · . . · '. ..' _.~ .~ ,/./. . .:. . ..' V.VLl~ oJ. ,D. . · · d' ..... ... .".' "":'~_ _ _-" D D ~ ~ I 0 U 0 <( ...J W CO I LL. ~ 0 0 Cl. 0 0 ~ I- CI)) 0 FIN. FLR. U) 00 - f-- -'.--- .- @ 25 SH @ 35 SH @ 6068 SGD REAR ELEVATION NOTE: 1'-0" OVERHANG SCALE: 1/4" = 1'-0" 4' OFF RIDGE T . . ... . ,/ ../' . . .... ~ . ..... L'.. T' .... · '.' ../ . . . ../ . . L' '.. .. '. . ../ . . ... . ..L'. .. ,/ . " . . .... . . . .. . I rCUT/SCORED BAN DS RETURN 2'-0" I 4' OFF RIDGE VENT I (/ * G.C. VERIFY ROOFF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 OR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. GENERAL NOTES: VENTILATION CALCULATION ROOF CRITERIA FORMULA = S.F /300 (1/300) / 2 (INTAKE vs EXHAUST) * 144 (TO CONVERT TO SQ. INCHES) = NET SQ. INCH REQUIREMENT -12" OVERHANG U.N.O. -PLUMB CUT FASCIA -ROOF PITCH PER ELEVATION -WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) -SHINGLE LOADING 2076 TOTAL 498 SQ. INCHES OF 5 TOTAL S.F. VENTILATION REQUIRED REQUIRED VENTS . , r-- 4' OFF j RIDGE . ~ VENT ... ~ . '.., ""- . ................ . . ~ . .. I"-.... .' . . '" . . ... .............. .. 0... '. .. . . ~ ... .. ~ .... ....... ~ . ..' ....., ............. . . .. ..... '.. ~ . . .... . ... ............... . .. ... ..' .... ..d ....:A ,,2'-0" " · ., · .. ,............ -; "1 . . ..... ... ... ... ....... ........ ............. . . .. . .. .~ ---~ ~ - - -f-- - - -.---" I- ~ I o <( w I ~ o o ~ 12 ~ .... . I ./n ... 59./" .. OFF RIDGE VENT . ./'. . .' .' ./: ... .... . ./. . . . . . . . .. . ~ . ..... . . ./ . '. .. . .. .. .. . . / ... ... . .... .. .. ". L..... ... . '.. . . . .. ...... . I . .. ". . . .... " ... .' '.. ..' . ) . ... . . .,. .d. . .... .. .. ., , . , ". . . . . . . . .. .. . . . ... .. . . . . . . S 22 SH ([) D ~ U o ...J en LL. o Cl. o I- ([) 25 SH CI)) q FIN. FLR. (0 00 - - - - - - - ---".--- -'~ RIGt-1T ELEVATION I I I 4' OFF RIDGE VENT NOTE: 1'-0" OVERHANG SCALE: 1/4" = 1'-0" ~ s::?'T . · "N. ./ .. ~ ~...)'. ................ I ./' · · ......~ 4' OFF ./ · '.. .. ..~ .~./. ..... ....... "">-... RIDGE VENT /'.. . . . . ... .. ................... , --,1'-0" OFl=. ..' ...... .. ")-..... ,..... ...,........... '. .' ..............-;.. b'DGE VENT. · - · .-............... ~.. .... ...........'" .,. . . ....~ ~.. ..]............ . .... .. ...... ................. ./.r ....d.. '. .. .... ................. .L' .... ..' .............. . . .... T......."-....... ./.' .' . d.... . . . . . "-- .. .. ..... . . ~ ./'. .. .., '.. ...... .., . ...... m.... ... ~ ./. . . . . . . . . .... . .... .' . .................... .... i .~FREIZE ~. ... .......... '.. .... ... .......... .'. . . .. . .... ~ .." ". /- \ / DDDDDDDD DDDDDDDD DDDDDDDD DDD.DDDD @16' X 7' 32 PANEL~ OVERHEAD DOOR 8" TRIM------ , - I I 4' OFF RIDGE VENT I D lA3 SH (TEMP) ([) CUT / SCORED BANDS - RETURN 2'-0" I I LEFT ELEVATION I NOTE: 1'-0" OVERHANG SCALE: 1/4" = 1'.0" 4' OFF RIDGE VENT 10" ~~~ ~ / , VENT " , I O'l , , 6" A KEYSTONE PET AIL , I ./ , I ~, \ / tHE ......8" TRIM 1-:, , ~ I ~ o u <( 0 W ...J I CO l1.. ~ 0 o Cl. o 0 ~ I- (^, \"",,'Y DO DO -~O DO 35 SH CI)) q U) 00 u~I~. FLR. .' ',uu.. @ j 6/6 TRIM I u'u . .mu u .mmmu'_ . .uuu BUTT JOINT ON 2 X 4 WALL WI HEADER @6'8" BOT. OF GLASS 24" OFF FLOOR ([) NOTE: ALL TRIM, BANDINGI TO BE CUT / SCORED I 8" THK x 2'-0" WIDE FRAME OUT COLUMN - BLK BASE TO 2'-0" HIGH. 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() -<((/) 2=~::J 0::: 0::: SHEET NO. 0.. 0::: () 0 0 5 U W I- ~ I'- 0 OF I Z 00 (/) 25 ::) M W 0 I- 0 > LAST PLOT DATE N @ 0 March 02, 2005 Z --I ELEVATION - j f8\ ~ IT] , [1] 8 S-6 26 S-7 40'-0" " i: > l1) ~ 9, / _, ~ ~ ~ 0 ~ J1 ~~ / ' 7 7 / '/ / / / / / / / ~ 1('\1 / / / '/ / > / >' / i> / >' / >'/ > / > > >/ > / > r-- r-- r-- V / ,,/ / V r-- 1 . r-- / r-- r-- r-- r-- r-- '/ r-- r--. / r-- 0 0 0 J03 J~\ ,,-, -, , '-, V -, -, -, -, -, -, / , -, -, -, -, p) //'/k~/ V ~vv/ /, ,;v >/ ~ /V /V</; 0/ ~ J5\ / I X / V / / 1/ / tj , ~ V / V V / . / / / J05 // /~-?A"/" //// /'~V/l/'~/ / /1/ // // V /// //,,// '/ / ~ / / ~/// / // / /~~/~//~ ~/ /~ j/ / ~~/~ / H07 .~ /,7 ( ~ //~ + + '- + + + + + + + + + + + + + + + + + + ' / ~////// +~++++++++++/ nv / /. // / + + + + + cj + + + + /+ H09 \!:...y / / / / L L J , I I J i. i i i J /7 / 1// / / </~Y + + "'* + + + +;- + + + -----v 1: 0 / /1/ // / ~ + + + ~ + + + ~ + + y + ///// / //# / + + T + + ~ T + -,- + -,- + -,- + - +7 + H.p' 1-/ // // + + + + ~ + + + +/ + + + / /6'-fJ" // / / / '-~' + + + + .~.+ +? + HjJ2 + / //;- -,- + + + + + + + + + / / / / ')7" , J , J 1 i ..1 J /I~/ / / ,6''/ / / / + OD'l-SPACa- + + + ""'/ + n+ + + + 1/ Z / / / V ' a/v -,- TODD SPACE -,- ,-'- ;- ;- -tSOl -t .,. .,., T , I~//( W +~ ~~ fi8B' 1\2Y "~ o N rl t C) .' r-... ('Y) (E~l---' TYP. UNO t :r f:S t :r ~ I@", ~ -;/ 12'-8" 15'-0" 12'-4" H08 @ r.; + + + + + + ~01+ + + + + + + + + - cnT + + + + T T T T T ;- T T T , ;- + + + + + /"- + + + + + + + + + + -V ~ ~M + + + + + + +/ + ~+ + + + + + + + + + + + + , I -J S04_ , , + + +-V+ + + +~ + + ,3-'-2" + Y + + + + + , 2n~ + T4'7TTT"'''''~ + + + + + + + + + + + + + + + S 'J + + + + + + + + ~ + II- + + + + + f14J\ \S6) I4l / / / / ' '\.. 11 '-0" t C) .' rv.- ~ / / "- " + + ~ + + .,. + Lt. '-Lt.+' t II-~ + .' ~ + + + + + + + + 14'-2" -t -t + -t , UD ~-~ ~ + I ~I ~ )c ~ ). r-- ~ ~ ~ .' 00 14'-4" " v-v T03B r-- o -, r-- o -, r-- o -, r-- o -, r-- o -, T03B t C) .' [~WlDSE BE .'vl BY B I DE T03B ~ . Ii) ('I') o 0 -, -, '" -H- ~ T03 JOE T03 H04 /~ H03/ ~ V ~ 19 S-7 9'-8" 10'-4" /' A . J05 In -:i7 0/ V JOl ~~ I ~.9 '" t r-- C) r-- o .' 0 -, r-... -, r-- o -, r-- o -, JO.":<' 1('\' ~x rl o -, / ~~ _ / LV -l" <- A)--/ 40'-0" 9,' l1) o -, ('I') o -, ('I') o -, Ii) o -, 7'-8" 12'-4" TRU66 LAYOUT I NOT TO SCALE [I] cj '-J t ~ t - 1"18B' /v~ ~ "'Vj\\ ~ 11'8' I~ --~~ TYP, UNO ~ fi!li 9,' I('\t; J03 ~~ tt-. JOl t :r '\t '\t t C;) .' '\t ~ t :r f:S , j IT] I rn ~~~ m Mid-State TrussCom pany Serving Florida Builders Since 1970 3125 Reynolds Rd., P.O. Box 1606 Eaton Park, Florida 33840 863-665-1309/ 1-800-940-8787 ~ 8' 011 BRG. WALL I I BEAM BY BUIDER I I NON BEARING WALL t~~~ ~ VAULTED CLGS 10' A" FLAT CEILING CJ 8' 0" FLAT CEILING ~ANGER 6C~EDULE ~ SIMPSON HGU5210-2 6 SIMPSON 8 SIMPSON 8 SIMPSON STANDARD ROOF HANGERS ARE SIMPSON HUS26 STANDARD FLOOR HANGERS ARE SIMPSON HHUS46 UNLESS SHOWN OTHERWISE APPROVED TRUSS ANCHOR BY BUILDER S.Q. CUT OVERHANG HEEL HEIGHT = 2x4 STD. BOTTOM = 2x4 MIN. TOP = 2x4 MIN. 12 5.9 ----- V~ ~ 0 12 ~ \~ \~. l' -4 II TRUSS END DETAIL * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 OR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. -------- ------- - c-:=== UPLIFT VALUE5 .. CONNECTOR5 ZONE [!J MWFRS 121 COMPo & L:J CLAD Q] MWFRS ~ MWFRS MARK o CONf\;ECTOR A B C D E F G H J K L M N P Q R S T U V W HETA16 HETA20 H2.5A H3 META20 HHETA20 Hl0 MTT28B HTT22 HD2A * H D5A * H D6A * IIIS?R HUS26 HUS28 MTS12 MTS16 MTS20 MGT LGT2 HGT-2 UPLIFT CONN. < 14901BS. @ < 14901BS. @ < 11741BS. SEE 5E,1/S-7 < 4501BS. @ I SEE SHEET S-7 FOR NOTES I UPLIFf CONNECTION CROSS-REFERENCE SIMPSON STROl\G TIE CAPACITY SYP SPF FASTENERS 1810 9 - 10d x 11/2" 1810 9 - 10d x 1112" 600 535 10-8d 455 320 8 - 8d 1450 7 - 10d x 1112" 2235 12 - 10d x 11/2" 990 850 16 - 8d x 11/2" RT16 1030 945 8-8d X 11/2"& 8-10d 4455 4455 24 - 16d MTS27B 4685 4029 24 . 16d 5260 5260 32 - 16d SINKERS HTT22 5370 4618 32 - 16d 2775 2570 5/8" DIA. BOLTS TD2 3435 2954 2 - 5/8" DIA, BOLTS 3705 ~no 3/4" DIA. BOLTS TD5 4180 3594 2 - 3/4" DIA. BOLTS 4405 3680 7/8" DIA. BOLTS TD6 6655 5779 3 - 3/4" DIA. BOLTS 1165/1115** 780/875 ** 8 -10d x 3" JUS26 510/740 440/695 8 - 10d 11550/3325 ** 1550/2540 ** 20 -16d x 3 1/2" THD26 1875/3040 1580/2365 8220/5970 ** 2705/4510 ** 30 - 16d x 31/2" THD28 2330/3965 2015/3430 1000 860 14 - 10d x 11/2" MTW12 1195 905 14-10d 1000 860 14 - 10d x 11/2" MTW16 1195 905 14-10d 1000 860 14 - 10d x 11/2" MTW20 1195 905 14-10d 3140 3140 22 - 10d X (1) 5/8" ATR WI 5" EMBED WI SIMPSON "SET" EPOXY 2050 1785 30 - 16d SINKERS LUGT2 2260 1945 30 - 10d 6280 6280 16-10d 5" EMBED. HUGT2 6280 6280 8-10d 5" EMBED. 2)5/8" DIA BOLTS (2) 5/8" DIA BOLTS 24-10d X 11/2" HTW20 1530 1315 24-10d X 11/2" 10 - 10d SPT22 715 8 - 10d 12 - 10d SPT24 895 10 - 10d 12-10d X 11/2" USP MANUFACTURING, INC. COW. ECTOR CAPACITY SYP SPF HTA16 1500 1500 HTA16 1500 1500 RT7 585 585 RT3 550 475 HTA20-18 1200 1120 FASTENERS 13 - 10d x 11/2" 13 - 10d x 11/2" 10 - 8d X 11/2" 8-8dXl1/2" 10 - 10d X 11/2" "X" HTS 20 1450 SPl 585 SP2 1065 HCP2 605 * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPOXY ANCHORS TO BE SIMPSON "SET" U,N.O. 1245 535 605 520 W l1..~0::: w' 0 a: fr ~1!5~~ ~-O::) lLJ x~o:::o U O::Jl1..U O:::OzU I- o.."",w<( O 0..""'~1- <(0<(0 Z wO:::l-z O:::l1..w lLJ <(zo:::o 'I"'l ow<(o ......, W~(/)o - I-<(zz 1--.... 0 I- 0 <( O ::)w-w O'o:::(/)"'" <( Z "'" . o ~(/)w<(z LL ~z~a:Q <(0001- lLJ benO:::l-(J 0::: oi55Q~:J <C l1.."",o:::uo.. w""'wOo.. :J 0:::01-05<( o <( -I ~ -I ::J -I ,0:::-1 if) O'(/) <( (/) 0 <(~ 0:::-1'- w-lO :::J>~zo::: <(0:><(0 5l ~ ~ lQ' 'I n@ ~'y ~ ~ <( CO .:.:~~(/) I en 0 ~ ", (0 g: ~ v, C 0 z Q,) ...." ~ 0 - VNl1.. -I ca'- -::J -I .. en ti: al <( OG>w 0::: "C U l- E ~ ~ ~- ~ ~ ~/ (/) W ~ ~ g{'l')~>< ~ ~(,'\ al 0 l1.. <( =-+' ~ :";1 wI'- 0 l1.. t.:) N ('I') '<t z{'l') ('I') 0 . ~ "-'t1 <( -I ('I') ('I') ~'Y O:::l1..NN ~ 0 - 66 .;2 coco Gi) (/) 0.. O? O? l1) 0 r-- r-- '<t 0.. 0 0 C.9 - O'l <( <;t '<t ~ J) w t.:) (.) 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U1 lL. .... II-<tDJ ~ U1 11 I L W .... r ~ ~ .~ Z o o \l) o Z ~ '" (/) ,~ V5::r:~ 0 W;.-(/)W::::i OZ(/)=='<:: O-::r:> ~::;;;!:::~(/) <::C\lWCl::~ ",rI~Oo ~Cl::ooO ~Owu.:U <::LL::r:-1-- Cl::o;.-~Z 0::::iCl::(/)~ ~~:=0Cl:: ~~<~i3 l1) o ('oJ (/) ~ L.O OZ ~ M- <(0.. ~ (/) g E2. " > '<t <( W rl 0 '~ ~ :B ~ w....J O....J ~~ o::~ 0w Zl- wC/) wO(V) ~ ....J 0 0::: ~<(O>- z 3: N 0... :5 0 Cl. () lLJ ~ 0::: () >-l1..z Zl-O - <(z- I- zw~ -(/)> O oz 0 t$0<( Z ::JUO oz- OW 0::: I- 0::: r= g 0..-l1.. I ~~ ~ wwO::: c.=J co I I- I-l-i55 - Ol-U z::) . >-00.. <(I 0::: ~t::0 z3U <co:::w ..Jw~ o..zO (/)ZI -<((/) ~~::J SHEET NO. 0.. 0::: o U W ~ o I (/) ::J ('I') o o N @ f5U\ '\.. T02 /\2Y ~ YTOl 3'-4" \ / ~ m~ ~ " ~'^ " 6 OF 25 LAST PLOT DATE March 02, 2005 TRUSS LAYOUT I BLOCK WALL DOWELS - ~ #5 REBAR CONT, SEE FOUND~ . .' V@SLABLEVEL PL, FOR " : F F LOCATION "'..' '. ' ~ _~.-~_:.__-:J == ~' WW.M. R~~j,LEl ~ b -L SEE SCHEDULE , FOR REINF. I 1 \ EXTERIOR BEARING \ S-1 ' STEM WALL FTG. SCALE: N.T.S. l-STORY - FRONT WALl.: OF GARAGE 1/2" EXP. JT. ALIGN DRIVE W/ y' BOTTOM OF I I RECESS & PITCH :: ~~'J~A~~ DRIVE I I I ... . ..... .. <.-iot::.'":...._-~..-.....-. ~,. ,. ,. 'I .. ',. I' ,. l. ' '. :." '.,'L ~ . ----W W M .. .J '.: ,: 'I'-- #5 RE'B~R . 3.5" CONC. DRIVE ~ . . wjCONT. JOINTS '. ' 10' O.C. TYP. (PROVIDE 11/2" X 16" SLOPED RECESS AT GARAGE DOOR ~': j .. . ...... . .. .. ,. ~,. .... ' J'l d ....;:, ',..:; . . . . J b J (9\ FOOTING @ GAR. DOOR \ S--11) STEM WALL FTG. ~ 1- STORY SCALE: N.T.S. P.T. FURRING TI LE ON BACKER BOARD 4" X 8" X 16" CMU \ 4" x 4" x 16" J PAVER CURB IlF,F. I ". ". -. - ~ ~ ~--~;~ =: ~ ~ .>~;.- ~~j" ,~' "', 'l," ~" ,', ""'~ HOLD 1" ~ . ... I.i\ L-MUDDED FLR. SLOPE TO DRAIN b' .....: r.Xm!"o' -0 l.~.. ~~; L-WW.M. ( b { - (13\SECTION @ SHOWER \ S--11 ) STEM WALL FTG. SCALE: N.T.S, '--/ l-STORY (2) #5 CONT, DOWELS - BLOCK SEE FOUND, WALL PL, FOR #5 REBAR CONT. LOCATION . / @ F,F. SLAB LEVEL L1NTEL.~ ~: _ _ ---,=.~.l COURSE "'-.....,. ,SEE PLAN '-; --'''''~-'-''.I 1 ' - - '" ~ 'I FINISH GRADE ~ \' . ..' '. .' J WW,M. ..~..,.. i I';~ :b";~~SEE SCHEDULE )! .,r FOR REINF, (2AV'2\ EXTERIOR BEARING @ GAR. \S (-1 ~-1 STEM WALL FTG. SCALE: N.T,S, ~ l-STORY -- 2 X 4 P.T. PLATE 1/2"X 8" ANCHOR BOLT WI 2" X 1/8" FLAT WASHER 6" FROM ENDS THEN 32" Ole OR 5/8" x 7" WEDGE BOLT 6" FROM ENDS THEN 24" O,C. I / REINF, SEE ~ 1/ ~PLAN ",-':;"-"-~" . . ~" . . ....-<.......-rr .-L,'~#~~i~ ".'~~:..J ;...;/: . '" ~,~~"'/St.. or1 .... ?~. ~"'~r"...... , "'- 16" ~ (2) #5 REBAR .- (10 ,INT. BRG WALL 2 X 4 \2.Y (ALSO SHEARWALL) SCALE: N.T,S. #5 REBAR PROVIDE 11/2" X 8" RECESS rAT S.G.D, LOCATION 0'-0" FIN. FL. ~__J.__':''''__~'''_.' .}"./...... ,. .. ., ,',:.., ,........ I'~ ~::l:". ; ..... ... ww~ 1/2" EXP, JOIN I, '. ' . . L.J....L ~ ;; .. ...... ,. . ........ ,....:::'". d .."..'...."..' J.<.:.o-: ,,'~.; :, SEE SCHEDU >-- j.. b j.. For15\ S.G.D. SILL DETAIL \ S--11) STEM WALL FTG. ~ l-STORY SCALE: N.T.S. 1-STORY STEMWALL SCHEDULE FOOTING DIMENSION MAXIMU ~ S EMWALL NUMBERISIZE OF BARS LAT. F.C. SPA ING (O.C.) HIGHT (h) d b IN STEM WALL 0' )"-4'-0" 10" 16" WI (3) #5 BARS 127.2# 6 -8" 4' B" - 6'-0" 10" 20" WI (3) #5 BARS 210# 4 -0" 6' B" - 8'-0" 12" 24'" WI (3) #5 BARS 374# 2 -0" NO I.E.; 1. VERTICAL REINFORCING IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECT ONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE. #5 REBAR CONI. @ SLAB LEVEL EXTEND SLAB 11/2" BEYOND BLOCK FACE ~,,~ ,:':] GRADE "'!~'N~~~1,Ji ' ~ ~ ~~'" ,. " .,', jJI" :!~ .': ~.:...' d , : ., , :~ ... b SEE SCHEDULE FOR REINF. #5 REBAR CONT...... @ SLAB LEVEL W l1..~0::: '00:::0 w l1..l1.. 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'-.:' 'l l-STORY - W.M. l!) - w ~ co 0 I ~ ('II Z 1-, (/) 3 CD - ~zw <(CD~ ~ (/)~Qo O:::('IICD (I) . 01-0 o~~ Z o:::z<(u (/)CD...I 0 W <( U w - In L&. - wl-LL:~ II~. I- ~(/)-z I-I-...ILiJ ::J ~ 0::: ~ 0 0::: l1.. L&. 0.. ..J ZLUo..-I 00..0 wO(/)3(/)l1..z~iS (I) wz(/)cozoo c Z I::JzwQ::Ji=zct. I- D :::s I(/)<( 0::: ==::) <.:J 6~0..1->w~oa3 <n ..... I W (/) ct. . IJJ I- W -I I- 0::: 0 -I a3.... C (/)~<(- <(...I wo0:::3{'1')Zo:::c(LU < cow::J>-o<(::J c( C W-lb-l~DI-...I:X: I3 0.. LUUct.O 0:: l-o~~~f3~tJi ~ 8 ~ tn 8 ~ en tnDD ii I 3 , S-1 PORCH SILL crl o ('I') C';J z o 0 co - co I- ..: r-:- <( i ~~m~~ ~ -('I')l1)~ N cooNZ 0 g,~~w6 -5 e{'l') ,-Iw '- co -I '<t <( I- co 0'- l1.. <rl 0::: <( <rl ~ co::)u 'cOr-:-I--(O (/)~oU~<rl LJ Q. '<t ::J I- crl I- <rl 0 0::: 0::: . <( L[) Q. I I- W 0 crl<(o..(/)UZ D 'STEM WALL FTG. SCALE: N.T.S. ______ FRA \i1 E ___ WALL r #5 REBAR CONT, / @ SLAB LEVEL /_.'-""_:..'__....__J .~-.'}" ,\ 1. , ~ ~~ " / I C-"_-'TC;:,~;;... ~ir lWw.M. ......1. '_). >..~..;.....,',' '. " ..,~ L b ~EE SCHEDULE (11\INTERIOI~ BRG. @OSTEP-DOWN \\ S-11 l STEM WALL FTG. SCALE: NoT.S, ~ l-STORY DOWELS - SEE FOUND.. ~ PL, FOR LOCATION 0 0 lJ] W I- - 0 :J U1 ~ L' Z .... 0 Q .... L' - > I l\1 . U1 -l ID III - [l] 0 I > lJ] ID - W M lJ] Q ~ M L' ~ o I [l I -l M I U1 u.. .... I- ~ OJ ~ U1 0. I r- W .... ~ ~ or- z 0 0 lJ] GAR. SLAB REINF. SEE SEE PLA ,\. /IPLAN ~ 0 .,'. '''''!'_.....,... .:r . '. ,,~. f -~~..." '.~..", ...// .I>~ ?""'If':'-1'-~--:~--- ,. .""". 4' ,<, .- J 12 \ STEP DOWN NON BRG. \ S-1 f SCALE: N.T,S. /2 #5 BENT BARS WI MIN. 25" LAP SPLICE I " . './, . '. . . '. . '. . .'. , . '. ,,1 ~ ::: Il':,,~ :.'~ :'" :'" :" :''1'7' SEE PLAN './ ' '....:' '....:' '....:' '....:' ....:;~ TYP SEC - . I ....... , ....... , ....... , ....... ..... ,....... ,. ...' '....,;'....,;'. , " . , " . ,.' . ";:: ;;::.: ;;::.: 1 I ' ' . '" . '" ' .' ...' '....,;'...., ~ ~ " ';:: ;;::.: ;~::.: r.... ... ,..,..... ... I......... I ....... ,....... ... ." 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", , . ..., , 1 , , WIDTH ~ .:, NOMINAL HEI OUANTITY OF 5 ,.' , ' REBAR AT lOP " , "ROUT SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS ~~~ --. TYPE LENGTH ____ 2'-10" (34") PRECAST 3'-6" (42") PRECAST 4'-0' (48") PRECAST 4'-6" (54") PRECAST 5'-4" (64") PRECAST 5'-10" (70") PRECAST 6'-6" (78") PRECAST 7'-6" (90") PRECAST 9'-4" (112")PRECAST 10'-6" (126") PRECAST 11'-4'(136") PRECAST 12'-0" (144") PRECAST 13'-4" (160") PRECAST 14'-0" (168") PRECAST 14'-8" (176") PRESTRESSED 15'-4" (184") PRESTRESSED N.R. 17'-4" (208") PRESTRESSED 19'4" (232") PRESTRESSED 21'-4" (256") PRESTRESSED 22'-0" (264") PRESTRESSED 24'-0" (288") PRESTRESSED ~~~ =:::::::::::::... ~-- 8F8-iT LENGTH ~ 8F8-2T 2'-10" (34") PRECAST 1 qn 1qn 3'6" (42") PRECAST 1569 1'069 1363 1363 4'-6' (54") PRECAST 1207 1207 1016 1016 909 929 6'-6" (78") PRECAST 835 (12 835 7'-6" (90") PRECAST 727 (23 727 591 591 530 530 11'-4" (136") PRECAST 474 494 470 (9) 470 13'-4" (160") PRECAST 418 (15 428 14'-0" (168") PRECAST 384 (15 410 14'.g' (176") PREcSTRESSED 239 246 15'4" (184") PRESTREcSSED 224 230 17'A" (208") PRESTRESSED 187 192 19'4" (232") PRESTRESSED 162 166 21' 4' (256") PREcSTRESSED 142 142 22'0" (264") PREcSTRESSED 137 137 24'-0" (288") PREcSTRESSED 124 124 4'-0" (48") PRECAST 5'4" (64") PRECAST 5'-10" (70") PRECAST 9'4" (112") PRECAST 10'-6" (126") PRECAST 12'-0" (144") PRECAST #5 ~EBAR AT 80TTO~ OF LINTEL CAVITY \ BOTTOM REIi;FORCIr-- 7-5/8"ACTUAL ~ PROVIDED It'-. LINTEL 8' NOMINAL WIDT1 (VARiES) o - MATERIALS 1. f'c precast lintels = 3500 psi. 2. f'C prestressed lintels = 6000 psi. 3.grouted per ASTM C476 f'g = 3000 psi wi maximum 3/8" aggregate and 8" to 11" slump. 4. Concrete masonry uniTs (CMU) per ASTM C90 wi minimum net area compressive strength = 1900 psi. 5. Rebar per ASTM A615 Grade 60. 6 Prestressing strand per ASTM A416 grade . 270 low relaxation. 7.7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filied lintels as required. 3. Installation of lintel must comply with the architectural and/or S'Juctural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. Alllinles meet or exceed L/360 vertical deflection, except Iln',els 17'-4" and 'onger With a nominal heght of 8" meet or exceed L/180, 6. Bottom field added rebar to be located at the bottom of ',he lin',el cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast-in-place concrete may be provided in composite lintel in lieu of concrete 'l'1aso'lry units. 9. Sa'e load raMgs based on rational desgn a'lalysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Fiorida Nos.03-060505 and 03-0605.04. 11. The exterior surface of linte!s installed in exterior concrete 'l'1asonry walls shall have a coating of stucco applied i" accordance with ASTM C-926 or other approved coating, 12. Lintels loaded simultaneously w<h veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for cO'l'1bine loading with the following equation: Appl,ed vertical load Appl ied horizontal load + Safe vertical load SAFE LOAD TABLE NOTES Safe horizontal load < 1.0 1. All values based on 'l'11nimum 4" bearing. Exception: Safe loads for unfilled lintels must be reduced by 20% if bearing length is less than 6-112". Safe loads 'or all recessed iintels based on 8" norninal bearing. 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load on the section speCified, 4. Safe 'oads based on grade 40 or g'ade 60 'ield rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addlonal reinforced rnasonry above the precast lintel. 6. O'le #7 rebar may be substituted for two #5 rebars ,'1 8" iinteis only. 7. The designer may evaluate concentrated loadS fro'l'1 the safe load tables by calculating the maximum resisting moment and shear at d-away from the face of support. 8. For compOSite li'ltel heigh',s not shown, use safe load frorn next lower height. 9. For lintelengths not shown, use safe load from the next longest length show'l. 10. All safe loads in units of pounds per linear foot. 11. All safe loads based on simply support spall. 12. The number in ',he parenthesis indicates the percent reductol1 for grade 40 field added rebar. Example: 7'-6" I!ntel Type 8f32-1B safe gravity load = 6472 (15) w/15% reduction = > 6472 (.85) = 5501 plf ~~~ L~ 8RU6 4'-4" (52") PRECAST 1635 4'-6' (54") PRECAST 1494 5'-8" (68") PRECAST 866 5'-10" (70") PRECAST 810 6'-8" (80") PRECAST 797 7'6" (90") PRECAST 669 9'-8" (116")PRECAST 411 8" PRECAST & PRESTRESSED U-L1r-.. TELS 8u8 8F8-0B 8F8-1B 2231 3069 3069 2231 "069 3069 1966 ?561 2693 1599 1969 2189 1217 1349 1663 1062 1105 1451 1238 1238 1011 1011 699 752 535 643 582 582 540 540 471 471 424 442 NR 458 NR 412 NR 300 NR 235 NR 180 NR 165 NR 129 908 743 554 475 362 337 296 279 N.R. N.R. NR, N.R. NR, NR. 8F12-0B 8F12-1B 4605 4605 3719 4605 2751 4R05 2110 4375 1438 3090 1173 2622 2177 2177 1729 1729 1160 1245 890 1052 945 945 873 873 755 755 706 706 NR 783 NR 710 NR 548 NR 420 NR 340 NR 315 NR 250 GRAVITY 8F16-0B 8F20-0B 8Fl6-1B 8F2Q-1B 6113 6113 5163 6113 3820 6113 2931 6113 1999 5365 1631 4360 3480 3480 2632 ? 1';1'; 1 11';?" 1 1<L1 '< 1?tl7 1 "'l.,< ,.,1;", ,.,1;", 1 ?"" 1 ?"" 1 n7" In7" INl? Inn? N~ 1.'un NR 1?"n N~ 9'00 N~ 7"n "'R 598 NR ""0 NR tl"n 7547 7547 6607 7547 4890 7"tl7 3753 7547(7) 2560 7547(36) 2090 7168 (45) 3031 5381 ')')1"\<'; ':lI<QI< ?<';I';tl ?"I';L1 ?no':l ,)1"\0':l '''''1; '''~ I'; <1;"" <1;"" 1.1?" 1.1?" ''''?I; 1<?1; NR 10"~ NR 17.,., ,,~ ,.,~I; w, 1n.,7 "'R lV'" N~ 7"" NR 1;",1 8" PRECAST & PRESTRESSED U-L1NTELS 8F12-iT 8F16-iT 8r1~-~ I I:Sr1b-t! I ::117" tltl60 "17.' 4460 2524 3547 ?">?4 3547 ?192 3079 219? 3079 1940 2724 1940 ?724 1632 2290 1632 2290 1492 2093 1492 2093 1340 1880 1340 1880 1021 1634 (12) 1166 1634 680 1133 (15 851 1326 552 914 (15 686 1183 485 798 (15 599 1028 441 723 (14 543 928 373 606 (14 455 770 346 559 (14 420 709 323 519 (13 390 655 302 485 (13 364 609 255 404 (12 303 500 222 347 (11 261 424 198 306 (11 230 369 192 295 (10 221 354 175 267 (10 200 316 UPLIFT 8F20-iT Il:SrLl)-t! ">747 5747 4569 4'069 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 4tl6 (11 616 393 (11 531 378 111 508 341 (10 450 8F24-iT I:Srt!4-t! I 70::!4 70::l4 5591 S591 48">3 4853 4292 4292 3607 3607 3295 3295 2959 2959 2571 (10 2571 1811 (15 2084 1458 (15 1865 1272 (15 1738 1151 (15 1649 962 (14 1444 887 (14 1434 (8) 823 (13: 1324 (8) 767 (13 1224 (8) 637 (12 993 (8) 546 (12 831 (8) 480 (11 713 (7) 461 (10 681 (7) 416 (10 600 (7) 8F24-0B 8F24-1B 8974 8Q74 8054 8974 5961 8974 4576 8672 3123 73tl2 (19) 2549 6036 (19) 3707 8360 2698 5681 3486 3486 2777 2781 2423 2423 2193 2193 1838 1838 1697 1697 NR 2245 NR 2058 NR 1609 NR 1282 NR 1114 NR ~047 NR 884 8F28-iT 8F28-2T 83?1 83?1 6613 RR1'< 5740 5740 5077 5077 4265 4265 3897 3897 3498 3498 3039 (10 3039 2152 (16 2463 1732 (15 2204 1510 (15 2053 1366 (15 1948 1141 (14 1718 1052 114 1694 (8) 976 (14 1625 (11 909 (13 1562 (14 754 (12 1268 (14 646 (12 1057 (14 567 (11 903 (13 545 (11 861 (13 491 110 756 (12 8F28-0B 8F28-1B 10394 10'<94 9502 10394 7034 10394 5400 10294 3686 8733 (19) 3009 7181 (19) 4383 10394 1371 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 ~092 8F32-iT 8F32-0B 8F32-1B 11809 11809 10951 11809 8107 11809 6224 11809 4249 10127 (19) 3470 8328(20) 5061 8825 (14) 3685 6472 (15) 3302 6390 (47) 2536 4754 (45) 4006 4006 3552 3552 2883 2883 2630 2630 NR 2712 NR 2513 NR 2047 NR 1716 NR 1468 NR 1399 NR 1222 LATERAL 8U8 8F8 REINF, CMU 1293 642 2135 qnOR QI';nl< 7636 71';'<1'; 6627 6627 5861 5861 4924 4924 4498 4498 4038 4038 3508 (9) 424 534 357 3508 2494 (15 326 51~ 227 2842 2007 (15 284 401 178 2544 1749 (15 260 452 152 2369 1582 (15 244 402 135 2247 1321 (14) 217 324 109 1993 1218 1954 1129 1874 1052 1801 872 1470 746 1225 654 1046 629 997 566 875 8" PRECAST WI 2" RECESS DOOR U-LlNTELS 8RF6-0B 8RF6-1B 1749 1891 1596 1756 920 1167 859 1113 901 901 755 755 466 526 8RF10-0B 8RF1Q-1B 3355 3699 3063 3699 1770 2481 1653 2342 1825 1825 1490 1490 999 999 GRAVITY 8RF14-0B 8RF14-1B 3280 5206 2992 5206 1716 4567 1600 4242 3120 3120 2459 2459 1568 1568 8RF18-0B 8RF18-1B 4349 6639 3968 6639 2277 6389 2124 6639110 5048 5048 3776 3776 2253 2253 8RF22-0B 8RF22-1B 5421 8060 4946 8060 2839 8060 (34) 2649 8060 (39 7747 7915 5743 5743 3129 3129 (14) 205 T7 (14 N R (11 . . . (13) N.R. (14) (12) N.R. (14) (12 (14 N.R. (11 (13 N.R. (11) N R (13 ., (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 8" PRECAST W/ 2" RECESS DOOR U-LlNTELS ~ ~~ UPLIFT ~ TYPE: 8RF6-iT 8RF10-1 RRF14-1T 8RFl8-iT 8RF22-iT 8~F26-iT 8RF30-iT LENGTH -----.:...:..:. 8RF6-2T ~~~'..Ln 8RF18-2T 8RF22-2T 8RF26-2T 8~F30-2T 4'-4' (52") PRECAST 905 17,1R 2635 ;:soa 4409 5296 6183 905 17,11< 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 11';7" 2525 ;:S;:S (4 4224 5074 5924 867 11';7" 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1 ':l01 1960 Lbll:S 3277 3935 4594 675 1':l01 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1 ?I';? 1900 LO;j1:S 3176 3815 4453 655 1?I';? 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1 n1? lbol au4 2758 3312 3865 570 1 nQ7 1651 2204 2758 3312 3865 7'-6' (90") PRECAST 506 7Q7 1462(8) 1952 (7) 2442 (6) 2931 (6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 931(12) 1301 (15 1640 (15 1980 (15 2322 (16) 395 589 1135 1514 1893 2272 2652 (#) THE NuMBERS IN PARENTHESIS ARE PERCENT REDuCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO, 4 LATERAL 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) 8Rl.i6 8RF6 REINF, CMU' 758 757 1365 694 693 1249 408 407 734 382 381 687 595 788 510 509 674 393 370 490 227 jTYP. TIE BEAM W/3000 P.S.I. CONC. Wll #5 REBAR CONT. r USP SPT4 W/(6) - 10d X 11/2 l::;;f~ .~.~ '';':f::; .~' ~ .~; .., ... ...... . I ... . ..... f .. .., .. ~ .., . ~,: : r I " ~;, ;, I I " , '" h, ;, I I " , ',.. ,t .1,' , r~' " r r " , '" I.: r: ' 1 1 " '" I.: r~ ~ : .. . ..... . ..... . ..... . .... ,"..'f... ".."... "..'... ".~ ..... . .~.... . -",...' '..... II STANDARD HOOKS W/25" MIN. SPLICE TYP. FILLED CELL W/3000 P.S,I. CONC. Wll #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" C.M.U. 2" X 4" P.T. WI (3) 1/2" X 8" "J" BOLTS OR (3) 1/2" X 6" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS (8) 2 7/8" HILTI TIX-DNI NAILS , , , , .~ ' ..... . ...... . ..... . 6o.... . ., J.' :.. ., ..... ..... 't J: :.. ., A." ..... ' .. ,,:6o.. ..: .... .:... .."... FRAME (EXT./BRG./SHEAR) WALL f3\ TO MASONRY CONNECTION DETAIL \8J LINTEL BEAM: .~. 1 COURSE LINTEL : BLOCK W/ 1 # 5 BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) CONC. SLAB OVER 6 MIL V.B. OVER CLEAN COMPACT, TERMITE TREATED EARTH FILL REINFORCED WITH 6x6 Wl.4XW1.~ WWF \ "- ... - -~,'~,,~ ' . 4 . '- . . ~,,":..~- ~" , " - SCALE: N.T.S. JiIIJ ,Lmic NON-SHEARWALL SEGMENT I. I II 111111111111 ." TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BLK. CELLS WITH 3000 P.S,I. IjGROUT ONE #5 @ LOCATIONS SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN, MIN. LAP 25" (ACI 530) TOP_OF SLA_B-$ 1\ OT E: SECTION BE1WEEN DOWN RODS ARE CONSIDERED SHEARWALLS UNLESS OPENINGS ARE BE1WEEN THEM. I ~ 2 TYP. SHEARWALL SECTION S- 2 r SCALE: N,T.S. - PRECAST "U" LINTEL WI 1-#5 CONT. IN 3000 PSI CONe, @ OPNGS, 6'-0" & OVER. PRECAST "U" LINTEL ALL OPENINGS UNDER 6'-0". HURRICANE ANCHORS, (TYP,) ~ ~ . ..~,' I~ ~',,:,'4"~ ~''''; I "_ ':J:~T '~'J ,7::- .:-1,:,::, "~ 1 F-- , " ~ - - , l SPLICES 25" MIN. LAP (ACI 530 ) ~ 10" 'IHOOK'I 1 1 " ~, '.U, . ::,'" "" .. . .-",' . I, " "',. r --- --- , ~:-- """'- ....."':- ~"'. "....-, , . :' , , ~. , ~. ,'" ' _' ,1 , , j' ., t: r-, I I _ ,- "-, I . '._ _ . -~, , ""'_ ' " r., , to _ ' ..' I., , ~' . _ ' ..' ., , ..' .. ' ~' ., 'I ~ .. ~ -......:...-,.-................. ~ -. ~ I I -~ . I. 1 I h I k ' REBAR BOTH SIDES FO~ " ':, OPENI~~GS 6'-0" OR MOR~, " 1,. II I I I t ' , r~, '''', I I "', 1It._ I I, .' r; 1It._ ' I I " . h :, I I I I " . (5 ~-2 - #5 REINF. ~ BAR 1> ",> ..........& \ rw,,~~,~~ ~l #5 STD. 900 HOOK SCALE:1"=1'-0" 20" MIN. LAP l' l' C #3 OR #4 REINF~RCING BAR #3 & #4 LAP SPLICE 25" MIN. LAP ~LY~A~ r:IN~~~N'G.YB~~ V~~ #5 LAP SPLICE ~ 36" MIN. LAP ~ 1 1 ,. HI<. n9~~l~S"~> ~.-x~ :.-x~:i9S"(~>"l~s:r ' #6 REINFORCING BAR #6 LAP SPLICE \ REBAR SPLICE DETAIL I SCALE: N.T,S. STD. 90 HOOK ~~ T , .... ,I ' . ','./' . ';1 I. . . . ." : I I I I 1 II I [ I TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL W/3000 P.S.I. CONC, Wll #5 DIA. REBAR MIN. LAP 25" (ACI 530) STD. 90 DEGREE ANGLE 3000 P.S,I. CONC. Wll #5 DIA. REBAR MIN. LAP 25" (ACI 530) INDICATES FILLED CELL FROM FTG. TO BEAM WITH 1 #5 BAR MIN. LAP 25" (ACI 530) 1 I 8" x 8" x 16" C.M,U. I I.: . r., . . I I l I l I I TYP. DOWEL 25" MIN, LAP (ACI 530) I I " ~;- . ''''- _ '-"'- ' ""'. _ 'I., _ ""'_ .. '-"'_ _ . '._ ' . -"'_ ' . ''''.. _ ,"11>.., . 'I... .. . '''', , . 'I., _ . -I.. . ""'.., ""'" ,'I., .. ''''''- ' . -"'.:1 'I , , 'I , , , , I , , , , , , , , , 'I .." "':~. ,"',- "': J, ."- "': ~~,... ,,,,.,..:.., ,,,,:.:... ,",' ",:.., ,._-.:.., ."'.' I.: ~~ _... ...-.:.., ..,' "':~, ....' "': J, ."': "':~, ,"',- .:~ :~. ,"'.-..:~, ,.: ",:... ..:..:.., . , , ., , , ,,'\., " , , " , .. ., , .. " , .. " , .. ., , , " , , " , .. ., , .. ., , , , , , - ., , .. ., , , " , .. ., , ... " , - " ~SEE FOOTING DETAIL TYP, MONO. FTG. " , .. '" . ~ I t: ' r" 't .- ( 1"\ BLOCK WALL/REINFORCEMENT \2Y I I .... : I I " I l.: ' r, , I I " II I " E I II I I I " ' J SEE FOUNDATION PLAN J FOR LOCATIONS SCALE: N.T,S. '-- I 11II11 II r r-. r-. f- f- ~ r= ~ - -. - E r-. r-. r-. r-. '- -. - - - E r- f- r- r-. f- ~ -. -. - -. = '--. r- -. - - ~ -. -- - - - -- = - -. -. - -- ~: -. -- - - - x F= r- f- ~ r- f- f- f- r- r- E r- r- r- E r- r- r- r- r- E r= f- r- r- r- r- r- E r- r-. f- f- ~ - r-- r-- f- r-- g: '-- -- f- ~ f- '- II I - II 1II1111I1I111111II1 I 1111 II I I I I I I r I I I I I I I 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 MIf\,IMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. @ @MIN. - - - E e- e- - -. = - - - - - - ----- - __un =: - - - - =. - - - - - -. == -. -. -. - - - = - - - - -. - - - - <D III1II II ~ fOR EL~. 1 ~R ELEV. 2. 3 ~ FOR ELEV. 4 II rT LINTEL PLAN N.T,S. 10'-0" T,O.L. ., - ...... .".._,.."..,...., - . ." , Io" ..., ." , j' '" , j' .. , " '" , j' .. , j' .. , j' '" , " .. , " , ,'" '" ... '" - .. . "" , Io.... , Io" , Io.., , Io.., , Io.... , "" , ." , "'" , , " ."".'..:' J,' ...' , i' "', , i.' ,., , ~,' : _ ' i.' ...' , i.' :.. ' ..' "'.. ' i.' ,. '''.' ."'." ' " . .' , " - , " ".".",,,. ".., .",...... "'.., , ., - , ".., , "', - . "'-' . , , ..' .., , ..' .., , ..' .. - ' i' ., , ..' .. - ' .. 'I .., , ..' .., , ~' .. _ ' ..' .... ' ..' ....' 6o,' ... -'..::.'" ~ .',' ".. ::,. ~ ..',' ~_ ::'''~:..' "_ ::,'" ~ 60',' I"~ ::.. ~: ,'-,_ ::: ~ .'..' I"~ ::.60 ~:..'~, ::,. ~ ",'..'~, ::,60 ~ :,. -'..::,'" ~ 6o'..'~, ::,'" ... ~ .. . . . . ~ . ~ , '. ','1>. ". , .,' ~ " ...."...",.....,.,... ..., , ." , llo" . .,.. , "" , , .' to. , '.. . ' 0. ., '.. , '.. ., '.. , '. , '.. , "I.. , ' 410 ., . " "..... '. . , , . , , . , , . . ,'. . . ," ' . ... ' , LINTEL COURS~:" . . '., , '" . '., . ,. ,'.., ,.-'.., ~,'~, ...,' i.. " ., ft.:' ,. - ' ",' .... ' ~,' :.. ' ",' ~, , , ,- ~ 8'-0" A.F.F. . , '::::~ ,'~::"'~ V , , .., - , ~ 8'-0" B.O,L. .; .., , ,~ '" ~' ',"'" ~ ' - , "-' . . . , , DOOR OPENING " ' , ' , . " ','.. ' , , , , , .' , , , ~ '" "'" ~ ' , , , I \ .- 9E \ LINTELS AT ENTRY DOOR w/RAISED ENTRY S-2 I SCALE: N.T,S. 10'-0" T.O.L. .,.. ..... ."."" 60".. "'.., . 60,.. "'.., ." "'" "" ~.. ' " I. '.' . , A' .. , j' . 'I A' .. , A' . ..,' .. . 'I .. -.., , ','1>. ..' .... - . "" . .... - . "'.., , "'.., ....,..,.......,..., - "'.. - , , , ....' i.' ..: ' i,' ...'" ' i,' ,"'." ' i.' ,~: ' i' :._ ' i,' ,"." ' ~,' ....' , i.' ,": ' i,' ,"'.. 'I ~' "'.. ' " ' , . , , ", , . "'" . 60, _ . ." , '" _ _ . ., _ . ..,.. . ,,_ _ . .., _ . "". ,. ..... ."'.,,'.,, 'I . , " . , " .. , ,'I .. , " . , " lit , " . , " . , ~: / ~:" ,. '" ' "', . . '" . "LINTE' L CO'URSC" . . '" . "" ' . '" " ',', , , ",,'..' ,,_ ' ..' "', , J' . _ 'I i 1;-' ~ _ 'I ~' ".. ' i' 60 _ ' ..' '" _, " ". . '. . '. ". ,. " . '. " " "'-' . , 8'-8" B,O,L. 8'-0" A,F.F. -. ... ',"'", ','", 'I ,'/ , , ','", ','. .. ~ ... . , ~ :: ": ' '~ :: 10 ~" .. .... , , ......, ' ~:', 1'<', " '.... ' "... ',.....:' 'l'.:' , . ... _ , lit , , , , DOOR OPENING , ' , , .. ~ ' , . , 111111111 @ f- f- r- e- e- ~ F @~ 1IIII111I J , - 9H' LINTELS AT ENTRY DOOR w/RAISED ENTRY S-2 SCALE: N.T,S. - == - - - - - - ::- - -. -. -. =: -. - - - -. -. -. -. = - -. - -. -. - == - -- - = w ~ l1..<(0::: '00:::0 W l1..l1.. I-w I- <(o~Z ~-O::) ><~O:::O O::Jl1..U O:::OZU o.."",w<( 0..""'~1- <(0<(0 WO:::I-z O:::l1..w <(zo:::o ow<(o W~(/)o I-~ZZ o 0<( ::JW-w O'o:::(/)~ (/)<(Z . W(/)w<(z ~z~a:Q ~QOol- O(/)O:::I-(J oi550~:J l1.."",C2Uo.. w""'woo.. 0:::01-03<( <(-Iz -I ::) -I -, 0::: -I a(/) <( (/) 0 <(~ 0:::-1--"" -Iw-lO -I>~zo::: <(0:><(0 lLJ () I- o Z lLJ c.=J <C I- o o LL lLJ 0::: <C :J o if) ~~-I (J)1\i~~ Q)._ 0 w Q,)Uenz .:.:~~~ 1ft 0 W I v, 0::: 0 (J) C\1 0.. ~ Q,) c 8 0 - 'On u:: -I ca.- -:J .....J a... en b:: co <1: OG>w 0::: "C U l- E ~ ~ ~~ ~ ~ ~~ ~8B:~ ~) ~~G' w r-- 0 l1.. ~N (Y)'<t z{Y) {Y)O <(-I (Y){Y) 0:::l1.. NN o . 00 .~ coco (/) 0.. co co l1) 0 r-:- r-:- '<t 0.. 0 0 O'l <( '<t '<t . ~ Ci.1 ~ ~~aJ C!) @~ w ~ 0 I ~ ~ Z 1-, (/) :s: (l) - ,-,zw <((l)~ (/)~Qo O:::N(l) V) . 01-0 O~=l:t Z 0::: <( U (/) (l)..J 0 w~u W-Ll)I.l.- wl-iI'-' II=l:t. I- ~ (/) - Z I- I- ..J LU ::J ~O:::~O 0:::l1..1.l.Q. ...J zWo..-I 00..0 WO(/)3(/)l1..z~iS V) WZ(/)coZOO C Z I ::J Z w Q ::J f= z. ~ '_~ 1-0<!I(/)<(0:::3t:J 'wi l1..z...Jl->wOoln V) o <( 0.. I w (/) 0.. ~ . I.iJ tn w <i! t:: 0::: 0 <i! In: C w~0:::3{Y)Zo:::....:LU _ alw:::> O<(::J.....cc ..... 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I I- W r- ~ ~ .1- Z o o \D o 2 W " 2 U'i~~ 0 WI-(/')W::J 02(/')='< oo-::r:> 2~t=3:(/') <NWCt:~ "M~OO ~Ct:OoO 3:0wwU <"- -'I- Ct:0~~2 O::JCt:(/,)~ ~~~0Ct: ~~<~G lLJ ~ 0::: () >-l1..z zl-O - <(z- I- zw~ -(/)> OZ- o woo Z guc3 oz- OW 0::: 0:::1-0 I- 0.. t:: ri J: i!2 ~ <i! wwO::: c.=J al I I- I-l-i55 - Ol-u 0::: z::J >-00..: >- <( I 0::: ~t::0 0.. z3u <!o:::w O ...Jw~ o..zo ,,(/)ZI ......, -<((/) ~~::J OF 0.. 0::: o U w ~ o I (/) ::) (Y) o o N @ DETAILS *DIAGONAL SPACED AT 15'-0" O.C. MAX k~-:" ~/y ~ II \-;~ ~ ~ ~ ~ .- ~ '" ~- ..-:-' ~..- -' : ~ ~ I I : C I I I , I I I I I I I I I I I I I I I I ~~t'- '" "" MINIMUM 2"x4" "L CROSSBRACING (SEE PLAN FOR LOCATIONS) V~ (3) 12d ~hR JOINT 1--, I ~......... I ~, CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN- INSTALL BLKG. AT TRUSS WEBS FOR NAILING I 1,"'___1 : 00 \ 00 tx : ~CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. .-PROVIDE 2X4 MIN. BLOCKING AT SEE r-- A~OiOF ;~ <t OF HIPIRIDGE, TYP.BETWEEN TRUSSES PLANI AI" ~ SHEATHING WI (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. 2X4 BLOCKIl\G- BETWEEN TRUSSES ~ - _-:-) X--';-- BLOCKING . . . I 1.",,!Ooo I - ~, X-BRACING - 2x4 SPF OR SYP _ wi 2-16d @ EACH TRUSS WEB , 2A\ CROSS BRACING DETAIL (TYP.) \ S-g/ NOT TO SCALE - I 2 ,CROSS BRACING DETAIL (TVP ) \ S-3 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-\ jr- BRACING 2 X 4 MIN. SEE DETAIL 3jS-3 r\ / :\ j E( . .:>< 0' w " - 'X 0.: ~ ~~ <;t 0-- ~P.$ .-1~ ---- 0 ~ ---- 9 - - - -p ~ ffi C? - - - -~ ~ C? ~ ---- C? ~ ---- 9 ~o.: ~ ~~ r--- 0- w (28\/ \:31 ~ --~ ----~ ----- ----V --[r' -~ ~ >< >< ~~ o Z W 0.. I >< 0-- ~~ ~~ :(( 0' L.l..I NOTE: I 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP & BOTTOM~:HD CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ THAT MAY BE REQUIRED 4'-0" O.C. MAX, FOR 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES [4\REQUIR'EDT IVIEINNIMRUTMAsp9ERMAN'ENT TRUSS BRACING PLJ N ~ AS PER HIB 91 REV. 7/19/03 SCALE: N.T.S. TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPl-2002 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS COl\CENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERALBRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED WI 2-160 NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE 1\0T ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKII'\G DETAILS CONV. FRAMED RIDGE TYP. HAND FRAMING ABOVE TRUSS-, /l..-2X4 BLOCKIl\G MAY BE NAILED wi MIN. 2X4 STUDS & PLATES AT 2'-0" O.C. I\BETWEEN EA. TRUSS (4) 12d WHEN IT LANDS EACH DIRECTION TYP. UNO. 2X4 DIAGONAL AT 8'-0" O.C. ..... A NEXT TO PRE-ENG. TRUS -2x8 BLKING. NAILED @ EACH MAX & EACH END ALTERNATE "lIIIIIIIII SIDE w/ (3) 12d NAILS WHEN / I' l REQUIRED w/ (2) USP MTW12 DIRECTION TYP.~ WI (14) - 10d X 11/2" EACH /' '\. I \ ~ I X X I \ X I ~1\) * '- r--~- ~ COLLAR TIE ~ ,........-EVERY3rd ~ '-- ** ~... RAFTER ~ CB-........,~ ~ ~~ - TB D~V- I~ ~7 / / PRE-ENG, TRUSS CONT. ROOF SHEATHII\G AT TRUSS TOI"" CHORD AT ALL HAND FRAMED AREAS TYP. VERTICAL SCAB 2 x 6 #2 SPF 48" O,C. WI (4) 10d TOP & BOTTOM OR USP RT7 OR HCLRILL WI 8 - 8d IN PLACE OF (4) 10d * 2x8 #2 SPF RIDGE BEAM ** 2x6 RAFTERS @ 2'-0"0.C. MAX. wi (3) 10d COMMON TOENAILS TO RIDE BEAM - I .7 l x x y ~ CONC.MASONRY STEEL OR WOOD BEARING SUPPORT -- WOOD TRUSS! PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT ..... A TVP. WOOD TRUSS BLOCKING DETAIL SCALE: 3/4"-1'-0" SCALE: 3/4"=1'-0" SECT. A-A ~7A TRUSS A~ ~ ~ JACK ~ , TRUSSES ~ ~ 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) (2) 120 NAILS- AT 12" O.C. MAX , -- I 2B\HIP/RIDGE BLOCKING DETAIL , S-3 IREV. 7/18/03 3/4"=1'-0" -~~ ~ ~ 7/16" O,S.B. EA. SI DE 2X BLK'G. TO O.S.B, WI 2 - 8d EA. END :g: - J\r"- EDGE VIEW - WHEN REQ'D RECESSED PRE-CAST LINTEL 8" D BLOCK TIEBEAM_ WI 1#5 REBAR U.N.O. 1 NOTE: MAY CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN, 2 TAPCON ANCHORS TO 2x8 10'-11%" MAX WINDOW OR DOOR OPN'G -- (10\ DET. @ ARCH WINDOW FRAMING , S-3 I CMU WALL 3-17-04 -l -l <( 3 ::) ~ U t- o .-1 o I- 0.. ::) I I I I I I '" I""J "" BEVEL CUTS / (OPTIONAL) / ~ >- 2,4 SPF 2 (2) #7X 3-1/2" .: WOOD SCREW EACH TRUSS OR USP RT7 @ 48" O.C. DIAGONAL, ""- AT 8'-0'" '..... X - -r----:~\ MAX ., '- 7' WOOD L..--- L. TRUSS X I 2X4 CONT. AT} ~ T & B CHORD ~ _ A-A ALTERNATE BLOCKING 9\DETAIL @ INTERIOR BEARING ~ REV. 8/3/04 I I I I I I ~ ~~" /. 2x8 WI (2) 16d TOE NAIL .~. EACH END 7/16" OSB WI 6d NAILS @ ~ 16" O.C. TO SIDE & TOP ,'JAILER 2x4 SPF CONTINUOUS BLOCKII\ ATTACHED TO 7/16" OSB WI (2) 8d NAILS. SEE DETAIL ABOVE x8 P.T. WI TAPCON HW4-23 (1/4"x2-3j4") @ 12" O.C. MAX - I I I I r 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 . . ~MINIMUM (2) 16dPER 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. -r\r-r ~I ~ ~ 7/16" O.S,B. EA. SIDE 2X BLK'G. TO O,S,B. W / 2 - 8d EA. END ~ -Uv-- EDGE VIEW SEE 6/S- FOR CONN. (3) 16d COMMON NAI LS(TYP) \ ~ ~ \\/ ""--HEADER PER LOCATION " , ~~... ~~~i ~ /; 7/16" OSB WI 6d NAILS @ ~ ~ 16" O.C. TO SIDE & TOP NAILER ~ ~ 2x W/ (2) 16d TOE NAILS ~ rt EACH END TYP. 2x4 SPF CONTINUOUS BlOCKING-.1 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" FASTEN TO 2x8 A wi 16d @ 32" O_C II.A~~ / .A'\f ~ I\J FASTEN TO 2x8 ----./ wi 16d @ 32" O.C. f:H:J~~ INTERIOR GARAGE 2 x 8 PT. WI 1/2" EPOXY BOLTS OR A,B. AT T & B 32" O.C. MIN (4) BOLTS REF: POURED CELL -.J;;;! A . ...'...___ EXTER lOR ----vv-. ':: CMU WALL PLAN VIEW ( 13 ,FRAME ENTRY TO BLOCK DET. ~ S-3 SCALE: 1/2" = 1'0" W l1..~0::: '00:::0 W l1..l1.. ~~~~ ~-0::J lLJ x~o:::o () O::Jl1..U I- O:::OZU o.."",w<( O 0..""'~1- <(0<(0 Z wO:::l-z O:::l1..w lLJ <(zo:::o 'I"'l ow<(o ......, W~(/)o <C I-<(zz I- 01-0<( O ::Jw-w O'o:::(/)"'" <( Z "'" . o [{3(/)w<(z LL ~z~a:Q <(0001- lLJ t5enO:::I-(J 0::: oi55Q~:J <C l1.."",o:::uo.. 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" .. ... .... ....., ...... ...,....~ ".,.. .. .. . ,...... . ...... . .... .......il .... .. . .,.... . ...... .~" ...,....~.. ".,.... . ...... . ...... . '~'. '01' "d .. ,.,....... . ....., ..~.. ...,....~" ".,.... 2x4 P.T. CONT. wi 1/2" DIA A,B, @ 48" O.C. & EA E D. PLAN VIEW B-B SEE FOUNDATION PLAN FOR FTG REQUIREMENTS 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" TAPCONgg) 3" FROM EA END & 14" O.C. (3 SIDES) MIN, 11/2" EMBEDMENT TYPICAL FRAME: 0.187" xl, 75 x 1.125 THICKNESS = 0.062" wi EPDM RUBBER WEDGE " " " " " " " " ~ ~ ~ , , SQUARE JOINT PLAN I I, I SEE FLOOR PLAN I 1 MITRED JOINT NOTES: 1. ALUMINUM ALLOY 6063-T5 2. GLAZING TO MEET ASTM E1300 3. DESIGNED FOR AREA = 10 TO 100 S.F. (INT, ZON MAX HEIGHT 70" (t= 1/2") 60" (t= 1/2") 50" (t= 1/2") 40" (t= 3/8") SEE PLAN FOR SPECIAL REQUIREMENTS ~::~, TEMPERED ELEVATION BUTT-JOINT GLASS WINDOW DETAIL v = 120 MPH FBC 2001 SCALE: 1/2" = 1'-0" REV. 9-4-03 AS ~:... . l: ]' , , : ' , I " ' 10d @ 8" D,C. STAGGERED EACH MEMBER (TYP.) TUD r ... CRIPPLE STUDS @ 16" O,C. BETWEEN HEADER & TOP PLATE WHEN APPLICABLE - WI USP SPT22 AND USP SPT24 TOP AND BOTTOM EACH 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 OPEI\II\GS 6'-0" TO 12'-0" WIDE FRAMII\G 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 5CALE: N.T.5. TYP, FRAMING ~ EXTERIOR DOOR OPENING CRIPPLE STUDS @ 16" O.C. BETWEEN HEADER & TOP PLATE WHEN APPLICABLE _ WI 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 ], I : I , I " ' 10d @ 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 OPEI\Il\GS 6'-0" TO 12'-0" WIDE FRAMII\G AROUND OPENINGS SHALL BE No,2 OR BETTER SYP USP MP34 EACH END, TYP, - DBL. 2x4 SILLS FOR WINDOWS CRIPPLE STUDS @ 16" O.C. 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Q,).- 0 W ~W~I- Q,)(.) en Z <(OJ o Z ~ ~-O::J .:.:~ (/) lLJ x~o:::o w (/) () o::)l1..u l1.. w en 0 0 O:::ozU 0::: I- o..~w<( (J)C'<S0.. ~ 0 0.. ~I- Z <(0<(0 Q,)c8 0 z WO:::I-z O:::l1..w - 'On u:: -l lLJ <(Zo:::O ca'- - ::J -l OW<(O a...en~ al <( c.=J W~(/)o oG>w 0::: <C I-~ZZ "'Cu l- I- o 0<( E ~ ::JW-w 0 0 O'o:::(/)~ (/) <(Z ~ [2(/)W<(z (/) w 0 U ~z~a:Q -l{Y) ~~ <(0001- COo lLJ benO:::l-(J wr-- 0::: ~N (Y)'<t Oi55g~:J Z{Y) {Y)O <C l1..~o:::Uo.. <(-l{Y){Y) :J w wOo.. O:::l1..NN -I--l<( o ' ' , <Y O:::OZCO . ~ gg <(-l- -l if) :::l -l , 0::: <i! (/) 0.. CO CO g<((/)O~ l1) 0 r-:.. r-:.. O:::-l'- '<t 0.. 0 0 W-lO ::J>~ZO::: O'l <( '<t '<t <(0 <(0 w ~ 0 I ~ ~ Z 1-, (/) 3 CD ~zw <(CD'l""t ~ (/)~Qo O:::('\jCD (J) . 01-0 O'l""t~ Z ffiz(Ju w~~ii 0 w~u::~ II~. i= ~(/)-z I-I-....I.IJ :;) t:lo:::uo o:::l1..LLo. ....I ZWw-l 00.. 0 woB;S(/)l1..z~i:5 (J) wz(/)cozoo C Z I ::J 0 w f= Z. 0: I- 0 Z W (7j -l 0::: 3::J <.:J l1..Z::s~>USOOCO Vi o <( 0.. I W (/) 0.. 0: . LiJ tn ~ <i! t:: 0::: 0 <i! CO: c w"'"'0:::3{Y)Zo::: 'I.IJ _ CO O::J 0 <( ::J c:c c:c ...... W::JI-~~Ol-""J: C I3Uo.. wUO:O ~ 1-0~~~~~5:E 0 8~tn83:entnDD Li TYP. 8" MASONRY WALL/LINTEL GIRDER BM, OR WOOD TRUSS (WOOD TRUSS SHOWN) l1) o '- N U'- I-{Y) <(0.. 00 to'- '<t<( riD '~ ~~ C\j(/) 'Z ~O C\j- ~(/) > W 0:: NO SCALE REV. 10/10/00 PJM UPLIFT CAPACITY - 1890 # SEE SCHEDULE O'l o (Y) N 6 6 ~ I- ...: r-:.. <( I- 0 (/) ~ l1) L!~t'"' ~ coo~'g 0 (I) r-- ri W ..c tl,QN N () e{Y) ,-lw "- co -l '<t <( I- ~ Ol1..@!3<(ri "I-UtO ujror--uU::""" -6. ~ ::J f= Q) w ria O:::O:::.~ l1) a. I I- woo Q)<(D...(/)UZ o o IJJ W I- - 0 :J '<t ZUlr-t' Dor-t' - > I [\) Ul ..J [J\ In - [l] 0 I > IJJ [J\ OW['1']1JJ 0:: ['1'] t' A 0 I ..... I ...J ['1'] Q. U1 u.. r- I I- <t OJ ~U1D.. I I- W r- ~ ~ .1- Z o o IJJ o Z w (;l Z V5~~ 0 WI-CI)w~ OZCI):::!<! O-I> ~::;!;!::3:CI) <!NWo::~ (;l,-1~00 zo::OOO ::i:Owwu <t!.J...I....J1- 0:: 0 l-['5z O~O::CI)i:::! CI):;: w 00:: ICI)G:Z::l I--<!<!U I'- lLJ---I CO ~ U) 0---1 lLJ 0 0 0::: z<( () >-l1..z ..-I ZI-O 0 <($ <(Z- ..-I I- ZW~ -(/)> I o::~ 0 OZo C\J - t30<( :c z ::JUO L() 0lLJ OZo:: oWo Zl- I- o:::r=-l I S 0..-l1.. wO:::-l I'- wU) I 0:::3<( c.=J wwO::: ~ l.LJ wO(V) COI~ I-I-w Ol-U ~ - ~ ---I 0 0::: Z::J . > >-OD... ~ <( 0 >- <(I 0::: L() ~t::0 I- Z$C\J a.. z3:U ~ ::so:::w (f) 0 w~ :S o..zO (/)ZI >- l.LJ D.. () -<((/) ~~::J 0:: 0:: SHEET NO. 0.. 0::: () 0 0 S-5 U w ~ l- I'-- 0 OF I Z (/) CO 25 ::J (Y) W 0 0 l- N > LAST PLOT DATE @ 0 March 02, 2005 Z ..-I DETAILS - W/2500 PSI CONC. W/2 #5 DIA. RODS MIN. LAP 25" (ACI 318) _ INTERIOR BEARINGsEE FOUNDATION PLAN I 14.},w/UPLIFT , S-6 2 ROWS 8d @ 611 O.C \ /;(2) SYP#2 TOP PLATE 8d NAILS @ 611 O.C\ ROOF OR TO BLOCKING \ FLOOR SHEATHING I-t-t-f. J J t- ~ I- /,::::g (2) 12d NAILS~ V .. TO BLOCK~ING US~,/ V' TRUSSES SUH24 X I~ - - - 2X4 BLOCKII'\ AT EA. ROOF PANEL JOINT AT USP SPT24 48" O.C. MAX @ EACH STUD LSTA12 EACH SIDE @ EACH END OF WALL ----- 2 S~R~C~U~A-L SHEATHING ........-1 (MIN. 7/1611). NAIL w/l0d @ I ...............3" O.C. EDGES STAGGERED V- & 6" O.C. INTERIOR - EXTEND ~ TO ROOF SHEATHING 2x4 SPF STUDS------- 1/2"x 12" A.BOLT 6" FROM ENDS " THEN 32" O.C. - OR 5/8" w/8 1/2" @16 O.C. V:E~BED WEDGE BOLT 6" FROM ENDS USP SPT22 ___ THEN 32" O.C. W/#3 PT SYP @ EACH STUD ~ BASE PLATE '~~'';.'~~'';.~~'_:~J''''.;""',,,~ :1..: SEE PLAN FOR DIM .. , ~ , .. , .. j .. ".. ..II.. . .. ....'....4.. =3 k\~:.;.\~~,:~:.:\:.:\:.~....:.;-:\:.;- ~ ~ t.:~:\'~~...' ~~ ......... 4"1 16" 1 4" -------- SEE FND. PLAN )!: ~ FOR FOOTING SPECS. __ INTERIOR SHEARWALL @ TRUSSES I 18 ,STEP-DOWN. WALIL TO TRUSS , S-6 NO SCALE REV. 9/30/03 AS _ SHEAR CAP. 500#/L1N. FT. -- ~;;) I SEE ELEV. PRE.EI\GI '<EERED WOOD ~RUS SES@24"0/G UPLIFT COI\'-iE.CTOR (SEE SCHEDULE) / r DOUBLE 2"x4" iOP PLATE U I 2"x4" STUDS@ 16" O/C ',"eso, "'2. EA "'o~..~~ cA:umD APA RATED STRLCT~RAL SHEATHING./ ~ 'vI1'< 7/16' FASTE"ED TO TRUSSES WI ::, 8d CO'vl'vlO'< WIRE MILS @ 4" O/C BOU'<DA.'liES 6" O/C EDGES & 8" O/C FIELD :_:: S,VPSO" SP1 @ EA. S:W /'f': 2"x P,T PLATE~ ~I ~ "',AIN SPA.'< ROOF TRUSS 1/2" X 8" "J ' BOLT @ 24" O/C MAX--' . , / UPLIFT CO'<'<ECTOR 8"XB"X16" K.O. BLOCK WI 1 #5 CONT..../. (SEE SCHEDULE) A'<D FILLED WI 2500 PSI COI\CRETE / 1 #5 VERT. IN CONC. FILLED CELL--.J WI STD, 90 HOOK 1'< K.O. BLOCK _ I 4 , 5-6 ,KNEE WALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. - _ TYVEK I ;, /j,TAR PAPER WRAPPED 6" V- UP EXTERIOR FRAME WALL AND SEALED BY TYVEK INSTALLER DECO FINISH WI V STOP VU LKEM CAULKED TO ~ TERMITE SHIELD ~____TERMITE SHIELD ~...:::;.>.: ";:':: :;"':.: .,>,: :;:~ ; .;.: .. ~ ~ ; :~'" .. ~ ~ ; .:".0 ~ ~ ~ ; .:: ~,~ ~ '~" ' , " . >-,." , lo., '" , 10., ' " ", : ,': ,i,'~ ,...:. ,.: -<.... ,":- ,.: ),.... ...."... ",': )" ..-/....; '>; ~/..:'~ ~y'<.-: ~ ~ ~ . i>" ~ . i>" ~ . i>,~ TOP SPLICE DOUBLE 10d <<1" 1t/~ 2"x TOP PLATE /~ L1/41l MIN" SPACE "~. .' ~. .' "~ 2 ROWS 10d @ 6" OIC --~~ _ri~ IVI ____ 2"x STUD @ ~ 24" O.C. MAX. /' v 1\ 2"x P.T. PLATE---.....~ NOTE: PLATE LEl\GTHS MUST BE ./ AT LEAST 8'-0" LOl\G. TYPICAL I\-BOTTOM SPLICE OVER STU D __ EXT. FRAME WALL I 20 ,TERMITE DETAIL 'S-6 N.T.S ~ TYPICAL INTERIOR ( 3 \.NON- :ING ~ SCALE: N.T.S. [tv. l-;j-U;j A::i ~ ,V ( 5 ,TOP PLATE SPLICE DETAIL ~SCALE: N.T.S. - ~/8" "S" = NAIL 3/8" 01 SPACING "1 r ~ - 3/4" 1~ ~~" ~1/2" , ~_Sr;_. "~1 r , -~ l~--rl~/ll SINGLE NAIL EDGE SPACI~ DOUBLE NAIL E6~E ~JA~NG f 2 - S.P.F. CONST. GRADE TOP PLATE SPLICE MIN 48" APART\ ~., ~ .~:f~ ';- F -;;' ~;:~~\:~~~~-;;- ~ -;;' III II 11 III ~~; II II I' _-'1 J II II III ~ III II II II II I,,, OPEI\ING '" oc:::. II II i"IIIo 0 NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL II II II L- III ~"III II II II f'3I NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL II II II I?-hr '\' III III r-. II _ \::.I II II II 111- I~ -n _ III II I~ I @) NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL II II II 11 III II II' II II II I Q) NAIL INT. AT 6" O.C. W/8d COMMON NAIL 16 dl = !b =11 ~ III II III II II II I C0 STAGGER ALL VERT. JOINTS & NAIL @ 4" O,C. FLOOR SYS~E\o1 II11 ..JJ IIL...J.I. II .Jl. I W/8d COMMON NAIL '-- 2x8 P.T. S LL PLATE '---0--J ~: CD NO SPLICE @ HEADER - i\AIL SHEATHING TO (2 STORY ONLY) HEADER W/8d COMMON NAIL@ 4" o/e ___ 2x4 P.T, BASE PLATE I 7 , S-6 ,WALL SHEATHING INSTALL. & NAILING SCHED. I ~O 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 PROVIDE BLOCKING @ / BEARING TYP. SEE 9/S-3 .u___ _uu__~ TRUSS/JOIST/RAFTER ~ :~SEEPLA~ ~ 2 - 2"x4" TOP PLATE 1::8: CONST. GRADE SPF ""--- SPLICE MIN. OF 24" APART ____SiMPSON SP 2 W/6-10d TO STUD & TO TOP PLATE 2" X 4" SPF STUDS @ 16" O.C. WISIMPSON SP 1 & 2 EACH STUD SIMPSON SP 1 WI 6-10d TO STUD & 4-10d TO BASE PLATE 12 PRE-ENG. WD TRUSSES @ 24" O.C. ~~I:: 15 INSULATION BAFFLE BATT OR BLOWN INSULATION MIN. R-19 TRUSS ANCHOR (SEE PLAN) FIBERGLASS SHII\GLE ROOFING FELT ~1.1.1.l-.l-.l-.1." 7\ 7\ ~~ ~ ~ if' SEE ROOFING SCHEDULE I~AA~'- ~ _________ 1/2" CEILlI\G'BOARo-l ~~ METAL DRIP EDGE USP SPT24 AT TOP ....... """- "- AND USP SPT22 AT BOTTOM __ ~ 2" X SUBFASCIA 1/2" DRYWALL ~ I ~ CO NT. VENTED ALUM SOFFIT OPTION: O,H. ~(2)-2" X 12" SYP BM. OR WIF85 MAXIMUM OF (3) 2 X 4 PLATES MAY BE SEE ELEV. (UNLESS OTHERWISE NOTED- SEE PLAN) ADDED BELOW THE HEADER WI EACH NAIL @ 6" O.C. PLY ATTACHED WI (2) ROWS OF 16d W/2-2" X 4" SPF TOP PLATES NAILS AT 8" O.C, MIN. SPLICE 48" W/12d @ 6" O.C, SEE 26/5-4 OR 27/S-4 l/: ALUM FRAMED WINDOW wi SCREEN FOR MORE INFO @ OPENING NOTE: 40" MAX. SILL'-- CEMENTITIOUS DECORATIVE FINISH HGT. ON ALL BEDROOM 7/8" THICK PER ASTM C-926-98A WINDOWS, 2" X 4" @ 16" O.C. (2) 2 x SILL~ W/2-12d EA. END WI APA RATED 1/2" DRywAL 7 STRUCTURAL SHEATHING (MIN. 7/16") NAIL 3" O.C. TOP & BOTTOM, 4" a.c. R-ll F.G. BATTS S-6 SIDES & 6" O,C. INTERIOR WOOD BASE ~ ~ P.T. 2" X 4" #2 SYP BASE PLATE ~ EX '~ w/1/2" X 8" A,B. OR 5/8"X7" CONC SLAB~ 1::8 ~ WEDGE BOLT, w/2" WASHER @ 6 X 6 10/10 W.W,M. -. I' ~~ 32" O.C. MIN. 6" FROM END ~ GRADE 6 MIL VIS:UEE"":' _, : .:: c.: t.;~~ ~ : ,...l0!, OF S_LAB -+ TREATED'I~""".:""':" NOO 0 . . '" . . .-< -I <( N CLEAN FILL! '~",>.o:., ~ffi , "'- SEE FOUNDATION PLAN ~ : \ 7\ 7\ ^ ^ ^ ^ ^ 7\ 7\ 7\ 7\1fI ^' f. ~ I .. 1. ;...... i."< 1/2" CEILING BOAR~~ 1 3/4" P.T. NAILER ------- ~ 1/2" DRYWALl.: _ .... CURTAIN NAILER 1 X 4 P,T. @ WINDOWS 1 X 8 P.T. @ S.G.D. MARBLE STOOL 1 X 2 P,T FURRING ~~ ---------- l ~ ~ METAL DRIP EDGE ~~ ~ 2" X SUBFASCIA ~",~ CONT. VENTED ALUM SOFFIT ""'- 8" X 8" X 16" K.O. LINTEL BLOCK ...O,H, ... Wll #5 DIA. REBAR & SEE ELEV. 3000 PSI COl\CRETE PRECAST "u" LINTEL WI 1-#5 CO,\JT. IN 1""Il 3000 PSI CONC. @ OPNGS. 6'-0" & OVER. ~PRECAST "U" LINTEL ALL OPENINGS L---~ UNDER 6'-0". ~ ;....- FILL CELL -1 #5 DIA. REBAR W/ 3000 PSI CONC. ALL LOCATIONS SHOWN ON FOUNDATION & FLOOR PLANS ALUM FRAMED WINDOW WI SCREEN - R-4.2 FOIL INSUL ON EXT y.-- BLOCK WALLS .A 1 X 4 P.T, BASE NAILER WOOD BASE CONC SLAB ~ SEE FOND. PLAN ~ ~ 6 MIL VISQUEEN " : , , '/ GRADE TREATED : . , ': ~,,:~,;, -7 - - - - - TOP !JF SLA,B-Efl CLEAN FILL i.,'~ ~~~~ PRECAST CONC SILL 8" X 8" X 16" CONC, BLOCK CEMENTITIOUS DECORATIVE FINISH FTG, DOWEL #5 DIA. REBAR 7" IN FOOTING. EXTEND 25" (ACI 530) ABOVE SLAB. ALL LOCATIONS 1/2" x 6" A307 A,B, OR ~ 5/8" x 7" SIMPSON TITEN HD YTHREADED ANCHOR WI 5" MIN. EMBEDMENT W/2" WASHER @ 32" O.C. MIN, 6" FROM El\D W/P,T, . ' . ' ~"' '", ~2"B~YP BASE PLATE ..._--.-~--.-" <l I~'~' ',-"-,~-;-'--"- ~a""llr. ,'....~I6.,,~'/..........._a...1lI. = ,'.......J. ,~, N J ~r~--~ J ~ , '...!lrr.... ' " Ill.... ~ '0' . ~o~ , .. 1".... .. ,.., 8'-0" ~~ MAX, .., ,;,;, >. .. . L......! . SEE FOUNDATION PLAN 16" [' " ,. NO SCALE REV. 8/14/00 PJM UPLIFT VALUES - (DOUBLE SIDE CONNECTORS-DOUBLES VALUE BELOW) 1 (EACH CONNECTOR) EACH STUD - 535 LBS. PER TRUSS j 9\~~~~~~a:'r~k~~CT'ON , S-6 J 8-12-03 REV. AS. SCALE: 1/2" = 1'-0" - ~ 8 , S-6 ,TYPICAL WALL SECTION CONCRETE BLOCK J SCALE: 1/2" = 1'-0" REV, 6-9-04 MBL - W l1..~0::: w' 0 a: f2 ~W"",I- ~QOS lLJ ><~o:::o () O::)l1..u I- O:::OZU o..~w<( o ~O~b Z wO:::l-z O:::l1..w lLJ <(zo::o 'I"'l OW<(O ......, W~(/)o <C I-;:::zz I- 0 0<( ::Jw-w o O'o:::(/)"'" <( Z "'" . o 1J3(/)w<(z LL ~z~a:Q lLJ ;:::9001- o(/)O:::I-(J 0::: oi55Q~:J <C LJ.."",o:::Uo.. W""'wOo.. :J 0:::01-03<( r""oJ <( ,z -I ......, ::J~- -I if) 0'-1 .0:::<( (/)<((/)O~ ~-I'- -Iw-lO -I>~zo::: <(0:><(0 ~~-I * (J) 1\; ~ ~ c:::::J 0 ~ ~'u ~ ~ <( CO ~~~B1 I en 0 a (J) (0 g: ~ Q,)C86 - 'On u:: -I C'a.- -::::::) ......J a... en ~ co <i: OG>w 0::: "C U l- E ~ l ~'--\f-- ~ .. 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I I- W 0 O'l<(o..U)UZ 0 0 0 \D w I- - 0 J U1 ~ !:' Z .... 0 . !:' o .... - > I N . U1 .J rl' tn - [] 0 I > \D rl' - w M \D 0 Il: M !:' ~ 0 I 0- I .J M I U1 I.J.. .... I- <t OJ ~ U1 I ~ W !l .... ~ I <t .~ z o o \D o Z W " Z Vi~~ 0 Wf-(/)W::J oz(/):::!<l: O-I> ~~t::::(/) <l:NWCl::~ "M~OO ~Cl::OOO ::t2W:J;:: C2ofl=~z o::JCl::(/)1l! ~;;tOCl:: fl=~<l:~G NCJ) L.06 NCJ) ~- > W 0:: Ii) o ......... N U......... I-{'I') <(0.. 00 <.0......... '<t<( .-10 '~ ~~ I"- W--.J CO ~ (/) O--.J lLJ 0 0 0::: ~~ () >-l1..z .....J zl-O 0 - <(z- .....J I- ZW~ I -(/)> 0::2 0 OZo C\J - tso<( :c z ::)uo L.O 0w azo:: oWo z....... I- O:::~-I I ~ 0..-l1.. l"- I wO:::-I wCl) 0:::3<( wwO::: ~ lJJ c.=J alII- wO(Y) - I-l-i55 Ol-u ~ - ~ --.J 0 0::: Z::J . > >-00.. L.O ~ <( 0 >- <(I 0::: t- ~I:::O Z$ N 0... z3U ~ :5O:::w (/) 0 w~ :5 o..zO (/)ZI >- W 0.. () -<((/) 2=~::) 0:: 0:: SHEET NO. 0.. 0::: 0 () 5-6 0 u w t- ~ f'... 0 OF I Z CO 25 (/) ::J ('I') lJJ 0 t- o > LAST PLOT DATE N @ 0 March 02, 2005 Z .....J DETAILS - HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS HEADER ANCHOR NAI LED TO TOP PLA TE~ , HEADER & JACK STRUCTURAL NOTES SEE SHEET S-7A FOR ADDITIONAL S-7 DETAILS NOT SHOWN 2 X 4 WALL NO. & SIZE OF RAFTER TIES EACH END 6) WOOD: 6,1 WOOD STRUCTURAL FRAMING MEMBERS: WALL STUDS TOP & BOTTOM PLATE BOTTOM PLATE IN CONTACT WITH MASONRY I JOIST SQUASH BLOCK I TRUSS BRACING & BLOCKING FURRING & B.U.C. STRIP -SPF STUD OR CONSTRUCTION GRADE -SPF STD & BTC -#3 SYP PT -SPF STUD OR CONSTRUCTION GRADE -SPF STUD OR CONSTRUCTION GRADE -#3 SYP PT 2 X 6 WALL HEADER SIZE & GRADE OPENING JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END l' - 4' (1) (2) (1) (2) (2) (3) (2) (2) (2) 2X12" 2SYP (2) LSTA 30 /. V~SINGLE OR 2 PLY .:: GIRDER TRUSS I, I, ~~ V- / USP L TS20B w/l0-16d TO GIRDER TRUSS \ ~~~~ II~ 2.2><4 SPF TOP PLATE (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 SHEATHIl\G: (APA RATED EXPOSURE 1) 1/2" PLYWOOD OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 6.5 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 6,68d NAILS ARE RECOMMENDED FOR ALL SHEATHING NAILING. IF .099 DIA NAILS ARE USED ALL NAILING PATTERNS SHALL BE MODIFIED TO THE FOLLOWING SCHEDULE: (SEE 7jS6 FOR LOCATIONS) 6.75/8" x 7" EXPANSION BOLT OR 1/2" x 8" A.B. BOLT MAY BE USED INTERCHANGABLY 4' - 9' 9' -16' (3) (3) (2) (3) ~ SEE SCHEDULE ~~~ '" 2-ROWS 12d NAILS STAGGERED @ -....:..: ~ 12" OIC EACH FACE OR 3-ROWS L,} ~ ~~ 12d NAILS STAGGERED @ 12" O/C . ~ ~ ~FOR: 2"xl0" OR GREATER HEADER I'-... . '1~ ~ ~ (3) S.Y.P. 2x4 wjl0d @ 8" O,C. EACH WAY 'f'- REFER Tu 26jS-4 OR 27/S-4 ......../ * WHEN STUD LENGTH IS LESS----' THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE WI 11 - 10d NAILS '\ DOUBLE 2 X 12 NO.2 S.Y.P. f\- HEADER W/ 1/2" FLITCH PLATE OR WI85 JOIST HEADER. (U.N.O.) /5/8" ALL THREAD ROD WI : SIMPSON SET EPOXY - BOLTS WITH 4 1/2" EMBED TYP ( 8 1/2" EMBED WHERE STEP DOWN OCCURS) INSTALL PER MFG, SPECS, 16d NAI LS @ --.... 16" O/C TYP. "- ~. -- DOUBLE 2"x4"- CRIPPLE STUD TYPICAL (U.N,O.) \ FILLING A~D BLOCKING AS _ REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @16" OIC UNLESS NOTED OTHERWISE NOTES: ~ ~bl 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: /2"X4" STUDS TYP. rUSP HTT16 WI (18) 16d NAILS AND A 5/8" EXPANSION ANCHOR WI 6" t EMBEDMENT U.N.O. OR . 81/2" AT GARAGE STEP DOWN "" ~P.T. BOT. PLATE I 11 ,WALL HEADER DETAIL , 'SCALE: N.T.S. P,T, #3 S.Y,P. 2x4 BASE PLATE .- HIGH UPLIFT FRAME WALL j 5E.nGIRDER/BEAM CONN. , I NO SCALE UPLIFT CAP,: w/ 2500 PSI CONC. = 1750# GRAVITY CAP @ BUILT-UP COLUMN (3) 2x4 SYP @ 8'-0" HT.=5175# 1. PLYWOOD AND SIDING: ( FIELD) USE 8d NAILS @ 12" O.C. ( EDGE) USE 8d NAILS @ 6" O.C. 2. GYPSUM: ( FIELD) USE 5d NAILS @ 10" O.C. ( EDGE) USE 5d NAILS @ 7" O.C. ~ - -- -~ ~'-- - - --- - - - ~- - - --- -- - --- - - - - I~ @) I -----," - I , I " Q) : CD "~ , "@1"')\4 Pr., I " ~,I' I I , ,,1 5 FT.:----4FT,-----------@"------------J ,,' : i--4-Fq~--~--- ~'~~~- (j) --~~~~ ~ OIJ~ ;tilt\;, HOLD DOWN CONNECTIONS 0 NOT REQUIRED @ BEARING WALLS WITHOUT UPFIFT REV. 3/20/03 MJB - REV. 10-28-03 AS. - ROOF NAILING SCHEDULE: NAILING ZONES ZONE 1: 8d NAILS @ 6" O.C. IN FIELD 8d NAILS @ 6" O.C. ON EDGE ZONE 2: 8d NAILS @ 6" O.C. IN FIELD 8d NAILS @ 6" O.C.ON EDGE ZONE 3: 8d NAILS @ 4" O.C. IN FIELD 8d NAILS @ 4" O.C. ON EDGE GYPSUM CEILING: USE 5d NAILS @ ]" O.C. ~USP LSTA30 w/(11)-10d TO TOP PLATE AND (11)-10d TO STUD. MAY BE ANGLED UP TO 10 DEG. K ~ ~USP LSTA24 WI (18) -lad AT ~~ ~ 2'-0" O.C. MAXIMUM \'- \ \ 2-2x4 SPF \ TOP PLATE i"-- 2.#2 SYP 2x12 OR WIF85 ~ --- HDR. UNLESS NOTED . ~ OTHERWISE (SEE PLAN) __::----- (3) S.P.F. 2x4 wll0d - - @8" O.C. EA. SIDE (2) 10d nails @ 8" o,c. /1, TO TRUSS TOP CHORD '1- -0" , . PLYWOOD ~:. ~ . '1r-) SHEATHING , '. , '. l' 4" ,. . : lHU~~ / ~ ..~~' ~. I LINE OF ROOF ~ L,x,4 ::'n'--"""" ~ 1 ~ ........: BEYOND , EACH TRUSS V ~ ................. , . /' ~ Lorn ~. CONNECTO:/:D [): ~..~ .~ 2X FACIA SEE LINTEL: ~ 1\ '\2 X 4,,:,~F~T"'--13) 10d SCHED. FRAMING @ NAILS 2'-0" O.C. TYP. USP RT3 EACH STUD 2X4 P.T. CONT. WI 3/16" DIA. TAPCONS @ 16" O.C. WI MIN. 11/2" EMBEDMENT PRE-ENG. TRUSSES ALLOWABLE FASTENERS CONTRACTOR NOTE: ALL DRILLED AND EPOXIED HOLES MUST BE PROPERLY VACUUM, BRUSHED, AND BLOWN CLEAN PER MFGR'S RECOMMENDATIONS TO ACHIEVE UPLIFT CAPACITY fr- SEE ROOF PLAN FOR CONNECTION USP RT7 TO EACH TRUSS A: CEMENT COATED SINKERS B: BRIGHT COMMONS C: SPIRAL OR RING SHANK NAILS D: CLIP HEAD GUN NAILS ~~ ~ L .. =--~ .:: .,~>'~ M ~ 2 X 4 P.T~r:z 7.~; ::: 73 L '~, CONT. "',-, ~ PRECAST" :::,:'~.t.", ' ~ 7/16" O.S.B. ..... :.:~: ~ ~ ~ SHEATHING /' ""\. 2x8 @ 2x8 CONT. ---/" (24\ ""\. 2'-0" O.C. TOP & BOTTOM SIM. \ ./;1 J S ~:~ ~ /I( ) ( )( ) () ( '~ f ./....... G.C. VERIFY INTERIOR __ ~ ~ 1/2" GYP. BOARD OR 2x STUDS ~ EXTERIOR STRUCTURAL ~ SHEATHING (MIN. 7/16") ~ VERIFY WI PLAN ~ WI 1/2" ANCHOR BOLTS ~ 6" FROM END OF EACH ~ SILL PLATE. ~...-----.... SEE 6/S-6 j 30\EXT. FRAME CORNER , I SCALE: 11/2" = 1'-0" USP HTT16~~ ::; w/18-16d NAIL~ \ ~- -EPOXY ANCHOR WI 8 1/2" EMBED. INSTALL PER MFG. SPECS. ____ (\;0. 2 P.T. 2x4 ~ BASE PLATE /1r1.d@3"0.C,TYP. EXTERIOR STRUCTURAL r~HEATHING (MIN. 7/16") ,/' ~ , - 6 \HEADER OPENING I NO SCALE REV. 1-27-04 AS _ UPLIFT CAP. AT HEADER 1 STRAP EA, END - 1255# I 26 \ SECTION AT ROOF EXTENTION , I ABOVE SGD , 19, SECTION DETAIL @ ENTRY , I N.T.S. REV. AS 4-6-04 N.T.S. - ~ SEE SIM (J;) fFOR GABLE CONNS, TYP, ABLE. TRUSS ~ ~~~I~~~ - V~2d COMMONS AT I ~ . "\. 6" O.C, MAX TO LEDGER 7 "ot---... v 0 2X P.T. CONT. T & B o / WI (2) 12d COMMONS .. ./ _' I- >< EACH STUD ~EE TRUS$----/' - ~ t;;:;. ~ ____-2X4 P.T. CONT. LAN ./- +, f- 01__ WI 1/4" DIA TAP CONS WI 11/4" MIN. CMU WALL~ = I ~ E\r1BED AT MAX 12" O.C. [MIN (2)] SEE PLAN _ I f- T&B __ - I ----..... --.lJ1 ,------7/16" O,S,B. SHEATHING ~I:>-<:~ W/8d NAILS @ 6" O.C. ::::,h/1 ~ EDGES & 12" O.C. INTERMEDIATE - C:____ - I f- ---- - I f- _ I f- -2X P.T. @ 2'-0" O.C. MAX - I f- NOTCHED T&B @ LEDGER - I f- TOE NAIL TO LEDGER = I ~ WI (2) 8d NAILS = : .~~ :iA I- .:><:: .- V ~/24\TYPICAL BUILD OUT DETAIL , 7NTS - - CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE :.1"--- ~ ~ 2 X 4 P.T. I STUD ANCHORING: , STUD TO TOP PLATE: USP SPT4 WI (6) 10d X 11/2 OR USP SPT24 WI (6) 10d WI 6 -10d X 11/2 I 2 X 4 SPF A I AT 16" O.C, /r STUD TO BOT PLATE: USP SPT4 OR SPT22 .~ I WI 6 -10d X 11/2 "'btd:: ~~II;!~p~ 1/2"X8" V/.:E ~ A~CHOR BOLT - ,. - @ 24" O,C. 7/16" OSB W/8d COMMONS @ 6" ON EDGES & 12" IN -"-.... FI ELD '-..... 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I I- W r- ~ ~ .1- Z o o tJ) o z W Z t.:) r.n ,~ V;:r:~ 0 Wf--r.nW::J ozr.n=<l: oO-:r:> z:::!;t::$:r.n <l:NWo::U:; t.:)~~Oo ?;o::oaO $:1twwU Cio2=~~ o::J 0:: r.ni:l! ~~~oo:: 2=~<l:~B 11) NU) 0 ....... N l.O6 u....... I-('t') <(0.. NU) 00 ~- <.0....... > '<t<( ...10 W '~ 0:: ~~ I'- W-1 00 ~ (f) 0-1 lLJ 0 0 0::: z<( () >-l1..z --.J zl-O 0 <(~ - <(Z- --.J I- ZW~ I -(/)> o::~ OZ- C\J - 0 woO I uu<( Z ::J 0 L() 0w oz- OW 0::: o:::r::g I $ zl- I- 0..-l1.. I'- I wO:::-I W(/) 0:::3<( wwO::: ~ L1J c.=J COIl- W 0 (Y') - I-l-i55 Ol-u ~ - ~-10 0::: Z::) . > >-00.. L() ~ <( 0 >- <(I 0::: I- ~t::0 Z~(\J 0.. z3U ~ ~o:::w (f) 0 w~ <:t: o..zo --l (/)ZI >- L1J 0... 0 -<((/) ~~::) 0::: 0::: SHEET NO. 0.. 0::: () 0 0 8-7 U w l- I'- ~ 0 OF I Z 00 25 (/) ::J (Y) L1J 0 I- 0 > LAST PLOT DATE N @ 0 March 02, 2005 Z DETAIL6 - --.J ... TIE-BEAM .. PRECAST LINTEL 2"x6" P,T. WOOD JA DOOR AND CONNECTION PE GARAGE DOOR MANUFACTURER TYP. GARAGE DOOR TRACK MOUNTING DETAIL SECT. OVERHEAD GAR. DOOR INSTALL SCALE: N.T.S. FASTEN PT 2X NAILER TO MASONRY W/ 3/16" X 3" TAPCONS 6" FROM ENDS AND 16" O.C MAX. FASTENING TO WINDOW TO BUCK RESPONSIBILI OF WINDOW MANUFACTURER. 2X BUCK DETAIL SCALE: N.T.S. FILLED CELL W/ #5 VERTICAL (5) 1/2" DIA. x 8" "J" BOLTS 1/2" X 8" A,B W/2/1 WASHERS SET IN TYP. FILLED CELL MIN, 5 PER JAMB. CONT, WOOD TRIM P,T. # SYP 2" X 6" OVERH EAD SECTIONAL DOOR TRACK WI 3{8" X 11/2" STEE LAG BOLT W/ WASHE~. MIN. 6 PER TRACK TO JAMB. ~ 0- 0 ~ L SECTIONAL M @ OVERHEAD . DOOR 0 7 ~ M ~ M @- GARAGE SLAB ~ M @- ~ OJ WALL AROUND GLASS BLOCK- THIS IS NOT A FRAME EXPANSION STRIP ~CHANNEL PANEL ANCHOR ATTACH W/(2) 1/4"x2 1/4" TAPCON SCREWS W/WASHERS @ BEND-EA. HORIZ. REINF, HORIZ. REINFORCIl\G INSTALLED PER MANF. INSTRUCTIONS MORTAR JOINT HOLLOW GLASS BLOCK GLASS BLK. PANELS SHALL HAVE REINF. IN THE HORIZONTAL MORTAR JOINTS, EXTENDING FROM END TO END OF MORTAR JOINTS, BUT NOT ACROSS EXPANSION JOINTS, WITH ANY UNAVOIDABLE JOINTS SPLICED BY LAPPING THE REINF, NOT LESS THAN 6". THE REINF. SHALL BE SPACED NOT MORE THAN 2' APART VERT. FOR 37/8" BLK, & 16" APART VERTICALLY FOR 3 1/8" BLK. IN ADDITION REINFORCEMENTS SHALL BE PLACED IN THE JOINT IMMEDIATELY BELOW & ABOVE ANY OPENINGS WITHIN A PANEL. THE REINF. SHALL CONSIST OF TWO PARALLEL LONGITUDINAL, GALVANIZED STELL WIRES, 9 GA. OR LARGER, SPACED 2" APART AND HAVING WELDED THERETO 14 GA, OR HEAVIER CROSS WIRES AT INTERVALS NOT EXCEEDING 8", OR THE EQUIVALENT APPROVED BY THE BUILDING OFFICIAL. SCALE: N.T.S GLASS BLOCK DETAIL lLJ () I- o Z lLJ c.=J <C I- o o LL lLJ 0::: <C :J o if) w ~ l1..<(0::: '00:::0 w l1..l.L.. ~W"",I- O""'Z ~-O::) x~o:::O 0::)l1..(.) o:::ozU o.."",w<( 0..""'~1- <(0<(0 wO:::l-z O:::l1..w <(zo:::o OW<(O W~(/)o I-~ZZ o 0<( ::Jw-w O'o:::(/)"'" <(z"'" ~(/)w<(z ~z~a:Q <(0001- t;en 0::: I-(J Oi55Q~:J l1.."",o:::uo.. w""'wOo.. 0:::01-03<( <(-I~ -I ::J -I ,0:::-1 O'(/) <( (/) 0 <(~ 0:::-1'- w-lO :::J>~zo::: <(0:><(0 en Q)G>-I (J)1O~ ~'U ~ ~ ~ ~ I en ~ (J)<ao.. 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() -<((/) ~~::J 0:: 0::: SHEET NO. 0.. 0::: () 0 0 5-8 U w ~ l- f'- 0 OF :r: Z 00 (/) 25 ::J ('I') W 0 I- 0 N > LAST PLOT DATE @ 0 March 02, 2005 Z DETAILS --.J - DOOR LABEL PRODUCT ACCEPTANCE NUMBER - DSI-222 DOOR LABEL PRODUCT ACCEPTANCE NUMBER - DDI-224 DOOR LABEL PRODUCT ACCEPTANCE NUMBER - D8S1-226 DOOR LABEL PRODUCT ACCEPTANCE NUMBER - D8DI-228 w () I- o Z lJJ c.=J ~ o ft lLJ 0::: <( ::J o (f) w ~ l1..<(0::: '00:::0 W l1..l1.. I-w I- <(O~Z ~-O::) X~O:::O O::)l1..U O:::OZU o.."",w<( o.."",~ <(0<(1- WO:::I-O O:::l1..WZ <(zo:::o OW<(D W~U)D I-~ZZ gwQ<( O'o:::U)W <(z~ ~(/)W<(Z "'Z~a:Q ~QOol- 0(/)0:::1-6 oi55O~::J u... ~UD.. w~woo.. -, -I.... ~02a:l:::J :::l--i- .....l 0' -I . 0::: <( (/)<(U)o~ 0:::-1........ -lw-lO -I>~ZO::: <(0:><(0 ~~-l (J) 10 ~ iQ ~'(3 ~ ~ .:.:~~~ I en ~ ~ (J) ~ 0.. ~ .!!fo~ ~ ca'- i=::) -I a... en 0::: co <( o ~ t5 g: E ~ F 0'J~ ~ fj &. ffi ~8l1..X ~' ~ (j) w r-- ~ Lf: ~ N (Y) '<t , _=---- "CJ.; ~ ~ ~ g ~ O:::l1..NN ~ ~~ ~g G'l (/) n... ~ ex;> 11) 0 I'- I'- '<t 0.. 0 0 C9 f- (J'l <( '<t '<t *~ c:::::JO <t:C1J ~ FINAL ANCHORINO OF A WOOD FRM.4E UP TO 5'4 X 6'8 SINGLE INSWING UNIT W/WO S/D!UTCS PRODUCT ACCEPTANC' No.: D51222 Fi."iAL ANCHORING OF A WOOD FRAME: UP TO 6 '0 X 6 B DOUBLE fNSWING UNIT PRODUCT ACCEPTANCE No. 001224 FINAL ANCHORING OF A HOOD FR^'-fE UP TO 5'+ X 8'0 SINGLE JN$WING UNIT W/ifO SlOELlTES PROOUCT ,A,CCEPTANCE No.: D8Sf22S FINAL ANCHORING OF ^ WOOfLE&ME LIP TO 6'0 X 8'0 - DOUBLE' INSW1NC vNiT P~ODUCT IlCCEPT....l.JO: No. 080'218 4V 'B'- n i ~ 5 1/2" r; I CiL ,~ ~;i .~ ~ .........~ ~, 5 ~2" ,. 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OX l'lI. )'0 +50 -8U ..~o -so +6() .{,() +(~), .w >SO .(:,7 +5(J .-{>U ':5O.{,(} "'SO .(iI> S ~le Opaque w lSic.loli1eS s~"' Glo=! \VlSic.lolia (Do<>< ~ IlO\ med Ml..ue lmpe<;\) rotf 210-2024,4.5.6,1C1,11.12 Product Acceptance No: D8SI.216 ~(woodjamb) ConGg\lr1;!ioo: 2'0 2'4 2'6 +99 -99 -89 -89 +114 -&4 "If' ASTP..A.CAL PUTE o z W t:I Z U;~S:? 0 W!:-(/)Lc:::i 02(/):::< OO-I> z~t::3(/) <NLWo::~ t:lrI~oo ~o::OOO 3PLWLWU <Cl..OI<i!r-z 0:: r-w o::Jo::(/)i:I! ~~~oo:: ~~<~i3 Single Opaque W/Si~lites SinJle Ola;.,/ld WiSi~lilCS (Door do<< not m<<t Missil~ lrnpac1) T.:st . 2 \0-1981.210-2024 Product ~cteptante No: D81-222 tnswins (wood jamb) Canllguration: 2'0 2'4 2'6 +80 .80 +80 .80 +80 -80 .89 -89 X. OXO. XO. OX n )'0 +78 .n +70 -70 -5).>4 ~.Ol ~50-<>O +78 .711 -70 "70 -5).>4 .Q4.01 ..5C-<>o S= up to n X S'O Size; up to 5'4 x 6'8 .99 -99 .34 -84 Mfs. by: Ntll\ Ya P1eslic:s I rla~ L1V\l\sslon. NJ 07019 + 7S .80 ~.71 Mis. ~.; Nan Ya Plutics 1 P1.as\pro Li\1.ngstnn. NJ 97()J9 L'lSWlNG: Opaque and Glazed Max Door size: 5'4" x 6' 8" INSWING: Opaque and Glazed Max Door Size: 6'0" x 6'8" INSWL"\G: Opaque and Glazed Max Door Size: 5'4" x 8'0" L"'iSWING: Opaque and Glazed Max Door Size: 6'0" x 8'0" C'J(/) LOZ o ~(/) > W ~ NAN Y A l'LASTICS CORPORATION / PLASTPRO, INC. DISTINCTION FIBERGLASS DOOR PRODUCT APPROVAL TEST RESULTS NAN Y A PLASTICS CORPORATION / PLASTPRO, INC, DISTINCTION FIBERGLASS DOOR PRODUCT APPROVAL TEST RESULTS NAN VA PLASTICS CORPORATION IPLASTPRO, INC. DISTINCTION FmERGLASS DOOR PRODUCT APPROVAL TEST RESULTS NAN YA PLASTICS CORPORATION I PLASTPRO, INC. DISTINCTION FIBERGLASS DOOR PRODUCT APPROVAL TEST RESULTS DESIGN PRESSURES DESIGN PRESSURES DESIGN PRESSURES DESIGN PRESSURES Description Single Single Single Single Single OPAQUE Door Size Preslll1res 2'0"x6'S" ~ 2'4")( 6'8" +80 -SO :;2'6" X 6'8" +80 ,80 2'8" x 6'8" +SO -80 3'0" x 6'S" +SO ,80 Drawiol! # 99-01 99-01 99-01 99-01 99-01 De~riptioD Single Single Single Single Single GLAZED Door Size Pressures 2'0" x 6'S" +75 -SO 2'4"x6'8" +64-77 2'6" x 6'8" ~O-71 2'S" X 6'S" +56 -67 3'0" x 6'8" +50 -60 Drawio2 # 99-04 99-04 99-04 99-04 99-04 DescriPtion Double Double Double Double Double OPAQUE Door Size Pressures 4'0" x 6'S" +74 -S2 4'8" x 6'8" +64 .70 5'0" x 6'8" ~O .66 5'4"l{ 6'S" +56 -61 6'0" x 6'S" +50 -55 Drawinl! If 99-0S 99-08 99-08 99-08 99,08 Desc ri ptio n Double Double Double Double Double GLAZED Door Size Pressures 4'0" x 6'8" +74 -74 4'8" x 6'S" +64 -64 5'0" x 6'8" +60 -60 5'4" x 6'S" +56 .56 6'0" x 6'8" +50 -50 Drawiol!: # 99-06 99-06 99-06 99-06 99-06 Descriotion Single Single Single Single Single OPAQUE Door Size Pressures 2'0" x g'O" +99 -99 2'4" x 8'0" +89 -89 2'6" x 8'0" +84 -84 2'8"x8'O" +78 -78 3 '0" x 8'0" +70 -70 DrawlDK If 99-01 99-01 99-01 99-01 99-01 Description Single Single Single Single Single GLAZED Door Size Pressures 2'0" x 8'0" +99 -99 2'4" x 8'0" +89 -89 2'6" x 8'0" +S4 .S4 2'8" x 8'0" +78 .78 )'0" x 8'0" +70.70 Drawinl!: 1# 99-04 99-04 99-04 99-04 99-04 Description Double Double Double Double Double OPAQUE Door Size Pressures 4'0" x 8'0" +99 .99 4'S" x 8'0" +89 -89 )'0" x S'O" +84 -84 5'4" x 8'0" +78.78 6'0" x S'O" +70 -70 Drawlnll /I 99-08 99-08 99-08 99-08 99-08 Descriotion Double Double Double Double Double GLAZED Door Size Pressures 4'0" x S'O" +99 .99 4'8" x 8'0" +89 -89 5'0" x S'O" +84 -84 5'4" X S'O" +78 -78 6'Q"l{8'0" +70-70 Drawinl!: If 99-06 99-06 99-06 99-06 99-06 lLJ () ~ o 0::: >-l1..Z Zr-O <(Z- ZW~ -(/)> Oz- WOO uu<( ::JzD Owcc 01-0 0:::1--1 0..-1.1.. wO:::-I o:::~<( wwO::: a:lII- I-r-z Ol-w Z::JU >-O~ ~IO::: ~t:::0 z3U <o:::w -lw~ o..zO U)ZI -<(j) ~~::J ASTM E33 1.96 ASTM E331.96 04/01/199S Test RepOrt/# 210-2024. 10.11.12 210-2024- 10.11.12 210..2024. 10.11.12 210-2024. iO.l J.l2 Certifying Florida Engineer and L1cellSe Number Barry Portnoy P. E. No. 16258 Barry Portnoy P. E. No. 16258 Barry Portnoy P. E. No. 16258 aan)' Portnoy ~ "~:; rJt! en ..-J - <( I- w o I- o Z l- I c.=J Single w/sl 2'8".x 6'8" +60 -60 Single w/sl 3'0" x 6'8" +60 -60 99-01 99,0 1 Single w/sl Single w/sl 2'8" x 6'S" +50 .60 99-04 3'0" x 6'8" +50 .60 99-04 Single w/sl 5'4" x 8'0" +53 -64 Single w/sl 6'0" x 8'0" +50 -60 99-01 99-01 Single w/sl Single w/sl 5'4" x 8'0" +53 -64 99-04 6'0" x g'O" +50 -60 99-04 Contiguratloo: X, OXO, XO, OX Configuration: XX Configuration: X, OXO, XO, OX Configuration: XX TESTS TESTS TESTS TESTS ASTME331-96 Water Penetration Tert Loudoll National Certified Tes1ing Lab Orlando, Florida National Certified Tes1ing Lab Orlando. Florida Natiooal Certified Testing Lab Orlanda, Florida National Certified Testing Lab Orlando, Florida rest Date 11/03/1997 04/01/l998 11103/1997 04/01/1998 11/03/lm 0410111998 11/0311991 04/01/1998 Certlf)'lng florid. En&fneer Test RepOrt /I and License Number 210- I 987-I.Z~ If Ba.rry Portnoy 210-2024- 'tJ;" p, E. 1'10.16258 210. 198H z,),. 'i Barry Portnoy 210-2024-t r,? P. E. No. 16258 21 0-1987-1. ~J, Y Ba.rry Portnoy 210.2024--~f;t P. E. No, 16258 210.1987-1,2,1't I3arryPortlIoy if *;:: ~~ '~; NO,~'~; f ' (MY; Y 11-<. Test ASTM E-330-90 AAMA 1302.5 Desulptlon Uniform Static Air Pressure Forced Entry 04101/1998 Te.t Report j 210-2024- 4.5.6,10,11,12 210-2024- 4.5.6.10.11.12 2 I 0-2024. 45.6.10.11.12 210-2024- 4.5.6.10.11.12 Certifying Florida Engineer and License Number Barry l'ortMY p, E. No. 1625.L_ Barry Portnoy ~No. 16258 Ba.'T)' Portnoy P. E- Nu. 16258 t Ba.-I)' Portnoy p, E. No. 16258 F a~ I, r(V Test ASTM E.330-90 Water Penetration Test Location National Certitie<i Testing Lab Orlando, Florida National Certified Testing Lab Orlando. Florida National Certified Testing Lab Orlando. Florida National Certified Testing Lab Orlando. Florida Test Date 10/03/\997 04/0lJI998 10/0311997 04/0 111 99 8 1010311997 04/01/1998 10/03/1997 04/01/1998 Test RepOrt # 21()'1993 210-2024 210-1993 210-2024 21()'1993 210-2024 210-\993 210-2024 Certlf)'loll florida Engineer and LlcellSe Number Barry Portnoy P. E. No, 16258 Ba;ry Portnoy P. E, No. 16258 Barry Portnoy P. E. No. \6258 Barry Portnoy '~~~~ fef Test ASTM E.330..90 Test ASTM E-330.90 ASTM E331.96 04!0l!1998 Water P\'IleO"atlon Test Locatlol1 National Certified Testing Lab Orlando. Florida National Certilie<1 Testing Lab Orlando. Florida National Certiliod Testing Lab Orlando. Florida National Certified Te>iing Lab Orlando. Florida Test Date 04101/1998 AAMA 1302.S Ddcrlpdon Uniform Static Air Pr essure Forced Entry AAMA 1302.5 ~rlDtloo Uniform Static Air Pressure Forced Entry A.AMA 13025 Ducrllltloll Unitbrm Static Air Pressure Forced Entry 04/0 l/1998 Waler Penetration Test Location National Certitiod Testing Lab Orlando, Florida National Certified Testing Lab Orlando. Florida National Certitled Testing lab Orlando, Florida National Certified Testing Lab Orlando. Florida Test Date 04/0 lIl998 ASTM 8283-9l Air lnliltratioo ASTM E283-91 Air [ntiltration ASTM 8283-91 Air [ntiltration 04/0111998 ASTME283-91 Air Infiltration 04/01/\998 w ~ <( Z Z <( -l 0... 0::: >- 0... o () Product AcceptanceiLabel No: DSI-ZZ2 Product AcceptancelLabel No: DDI.Z24 Product AcceptanceILabel No: D8SI.226 Product AcceptancelLabel No: DSDI.228 SHEET NO. S-9 0.. 0::: o U W ~ o I (/) ::J ('I') o o N @ LAST PLOT DATE October 11, 2004 PLASTIPRO DOOR DETAILS ~---" US HOME PRODUCT APPROVAL SPECIFICA liON SHEET "--"----- As required~. fl-vrida S'tatut~ 55-38~2 and Florida Adn'1iflis1:ziive Code 9B.-72, ~e3sa prCvide-tJ-.e f1"1ierrmal1on 6,rvj approval ;i1J(flbers on tf'",e: building' oomjX}nents 1~s.tQ<JbejON if trey ~:it1 N~- um~ze:j ,0:"; tbe constnJct!(Ji"l [)ro.~f...'>,(:;t f)r W(":ict"ll'CU af(:.l 3pp{'~'h~tgfOf a ::J.UdrJjl:'\g ~fJ'rA '''l\NJ~-&;O'Nf!e~':d you <:ionta<::{ YC'J{ Io<;aj ptcduc~ S(,lpp(lef shodd you not kJlo\1t tne producl8Pf1l0l,,21 nurnV9f br any Of the. a,.Jphcable :;st~ produGts CateoQrvlSu!lcateQorv 1, eXTER10Pi OOOR$ A SWiNG ING Manufacturer Tr.e,rrt:a. Tn; B SLIDING 1------ Kjnco '#1 HOIN D;-oct ) Jers iMi:estone' (",fM\arai AIl,.ll'ni:-,vlTl C SECTIONAL C10C8V 8uIldinG pr c;du::,ts 0" OTHER a Wi!'lJ?pW$ ~'oLE f11JNG Kir:cO ::Jette-rSllt Ra. Ex\~Jdecs Gen$,'iai A1unifriUfYi Generat A,hJrrJ,"Ium ~l-K)RI20NI,t'L SUDf.i~ '<10';:V i3Bte 13Jll Fja Extr..K~r$ ('~1i':2'3to;:el General Ah..lml-J"turn C FL\(20 Kin.cQ IY.'>irerBtll Fia Exttu<.:iers ~\Aitesto:"'\el Ge-ruf..>fat A!Ul"l'l n LJr C,"'e fal Mumi ,-, wm I) MULUON K,r;co BeIW8<lt fla 8<'A,iars (Milesto,c.e) Fl'a~ Extr(JQe":.s (Miiestone ,Ganeral Ah.J(f'ii nu('(l General Alurrtinum Cereral Aluft.inurn Ge0eml A1Limir-:um ~. .PANEL WALt A SIDING lB. SOFFITS Kavca n 10 C"drneri)(l AsN€y 3'<j.idincf Camer,on As!":iev B'ciidil-KI ~~~.L LopVER ____ 0" Gl.".SS 8LQC.<o( F'ltsburuh Comi!" Core ~ OTHER 4. ROOF1NGPROOUCTS ~~HA'~ r SHI~GLES B IA<"€r'~1A Y ME1'iI'S C ROOFING FASTEtiERS o ROOF VENT'LATORS Produ(;t DescriPtJOl1 Approval Numper{s) SmOG th ,St~r '5 Mk 2iJI4i5. M1<213/'V5 HP, ~1!k2(:31A6 XHP 4'20. 4.)0/4$2 fl"JHP/452riP Series 50)J~ OW12000 4201430/440 fl1z,s, PL'561 "'10 FL264 GaraGe Doc~ 6R"8TW4 16,\( 71 Ga'ilcle DoOl 6RSWv4 '9 X 7) n:X;r2M R3026: 4 M1(40/oG, MK40/S0 HP t$5 1$5!:tOOO:" 7 *-J/3?40, :1240/4~Jl-!.;> $"'L2S ~ 0001100012(100 1:~ Q\')i1140i144011-450l1540{~, 500l157CV19o..."V 940/1970 F\.123 FlC.63. FL42 A,2<;;4, W9!? F \.264 1689 RIh HR. "~W XHP r'tvv4- Xi-iP 16lli315B.580 Se,"e$ 1000 1160r 4"$0115601158011060/1990, 0-124 He70 F\.43 FL2~ FOCi MI< 40/50 PNICT. TV'IPWlCT 16Qi30(O 74013740. .3240i4250HP, 6<lO Ser:es 1cx)O/2\.~C 1100TDL/1 tOO~460TDU14:iO/1560/1570i19QO/ 1 G/OI~OO(53QO/5360 Fl125 FL6.76 Fl44 F12~, ~6:3, 1691 fL2>55,2$:3 1698 M03.()4AM02-03A, ,<iI96-08C FLOO7 FF.5709iG710iSI11:6712/571015?1M\718 F€57Q?i5701157O',2 70515717 1100,:19(0)197Q if\andTrl ;les" 14::\2. '\445, 1446 'ket's 1M.<\ 1447,144 fF'J(tMu/ls and f3teck~ts\ 5300.5347 $3465350,55 '0000 tAu!!s and BracKet,,' F!.~74 fL974 FD2521 R166i 1 FLf663. 1 Fl.1600,1 QI305IOQO$J95CoQI9-S KI A!uminwrn Soffil 4~ 550l.151 Ct2J451-02!\J Afurni'l'i'..Jrn Soffit AhJl'oirtun', : "pie FOl.f f/4 FL '*0- FL4(l$ 'L4O$2 Glass Uni~'1.~~SOrr.rvjflsteJko w/Mo~a( -~---- Certain Teed Cor~~ ~~rk 301.4(1 apd A,,,), XT25 (~'1d Ai'< XT30 (ar>;! AR) F.1200.6,.FL25,O? FLZOO14. F(Z50 15 Air V.enlinc Cer\~ji) Teed Cor? ",'1.)~fin(l Moolfi<Ki Bitwrren Roof S".\~fT\ Fl47$ E RoonNO Tltf.;S II' MOOtFIED6ITIJMEN o. SINOU:.'l" ROOF SYSI'EMS H CE~.'lEhl. . IV"S COATiNGS b ROO~ " R.f; SM; J OT"E R 5. SH\JTTER$ A $ DRM PANd.8 B" C--:;LONtAl .(:. ROLL-UP o OTHERS : SKYLIGHTS A" . SKYliGHT IB, OTHER 7. STRUCTURALCO~WONeNTS A -~Xl() CONNEC ORSi MJrH'-,RS Slmcson~itr.),,"." '" USP S'trtidura( 0:'f1f!, ~"RC$$ PlA rES ~'lljTek jf'!ctustries" i',;C l:; S>''3.1NEE;REO LU.MBr::P 8'Jise Eng. Wcxx! pc0(j o R.~ILmG E CONO~f.TE ADM IXTURES F k,IATERIA\. FECP CQ~P \ ast.Cre~el ~ '-OTHER l'l. New eXTERIOR eNVELOPE A 8 V e:lh~;'j PI :.;$ FL4062 Tiie pro-dUi;ls l.siec bei08 did not dBr:~nstr3te prozluv: at p~an ,'~V}(,\1f JndW'3t::tyj :hat atthe lime Qf i::~pediQn ;;)nh.eseptodl.~,S( the f6no'.~k'r,g ~'1fon'0,~t}on must ce, a'/3:lable t'C the !ns.pectof on th€; jc!)sjte, coPy oft:he pro:duct3pprQvaL ,2)tf"':e pe;fo(~~c,nce charcctefist)(;$ 'Y!iichfhe pff\i.:}uci '~'.as,tes;edand 'e;ertlfioo to comply "'(lit',: 3) copt oflt-..e opplicablB li,anlj(3c!tjfe~S ~0st;liJ-9~\On j'eql;lrerr>2f,;::1o Fwrrhef, t und-ers:,a1d ~hese products mal have t:Obe remOV80 It a-ppro'/a' r:)<)nf'ot f)€, defri()r,~t:a:teo duri.:rg \(1st:.~t1")(), I =l rf'~~Y;Y~ \1 I 000.00000000 e+~~ I ooooouOoUoO- 1 OaOOOOOOO1}~ : OoOoOaOnOoAU O,.,O,.,O"OMO,..O hO\JVl!ll.Ml1fi.I1'l jflA.t SCALa (l.~I'j21il'NfIOl $AIi!i ~1'lOl< At /ttt;$l DEl'1H !.<AX'.f' ~ll/(; 'p' ?!:R. ccW;P....ot 02$ M~ mo U1 .Q~~ $_2.1 ":4.0" H4 + '. ,.~...: ~ OCPTK 'l)' ~ , Vlj\W.A..... ,4.x8CAl.a t~l r \ \ I I ! i I I I ! ZR l3~.:.l3.~ 16JlO CQ"'~ 1: ."-'.-- 'PO~----1w'r--'-----~.~9---------[. ~1D1I\ 'Yi<ltAi1<.,t W~ cOV'otllS (RW) .. \'NP" . PlS) . . A...... w...w.!\lU~ N(>te~ (l)Mo!<. W s"llltlfumAl"..;"m. Alky310S. H1H<J.ull<Mll) O'l Mole. l~ s.tlll ft."" AlwliiO,"" Alloy ;<1 (l5 . j!14 (~l)~ G.O! 4) (l)C>l<:~(\''>UWld!Os: l'~~(l6' S.1liQI4.1lO~(l2' Soffit) (<) Alll.1>.si<lo~ lla.jll.,. O,041.!Jnlos< Oth...wbe No'"" \S)~~.1'ol=_ Pilm::M "' 1- OOOS l\M!lJo ~I-- J)<l$ AfitIo +/..ll.' (6)T~ ~ M"" in lACOOUc4 i>I\d Cap1ll>lt of Momul\<<urll>i ~ Wi<hOl ~!l:<4gi1<"iJj,;;OliooJ "'" TuiaJm<<<: (1),...IUoyl'ill~' '>11'4'4:' \2' SoffitPtod>><;s4,SW.lO' Suffit ~ '.~ NN'def{pta fiv:tsb C~lt# (.~ tmill'l ~ l!...i<>t (Pst), \ 1 \ ". lMi. Solllt \ t;: ~~~:# l~" V~t\kd &:)/1"<< Ln"__._."_._"n______>__n_ r-.;<Mi<< ,lo4pd ~iOf 1404 pi vVxdOJr;(:e~t0rS'a!ld Axhors: VVQ(Jd V;>l1nedors and A,)ct1o's see&lsrr 'see cbeHl I ;uss Pl~~e,9 fl2197 Versa~la!'i' SP \A1<5w !.Jo.:sis ALLJOiSt FL 1644 FL 1545 High St,ength C:>Clc<ete Linlels fl15111 APPUCANT S!GN.~TlJRE D"~TE , rtRJll ($'<1<) I ~ztJ Rl8A,!<ll~OEtAlUr4'~ 'J<.'.,IV 'M3 [, -l 1<$l c~ct '''' 1'\191;.__. J.~ A~ I (~U)l /i'.~ S. ....... Florida Pr"dUct ""p""n r roduc A I Numb", pp,ova Number f"'\~~4 FL474 Framinct /,('(;00r A8~,)44 FL47 4 A(HJstEt~'\j€ Pest 8a~ csn FL 19C1 COil St!a- '"e n-.> FL474 ,H1..lfricpG€ T:e: H.'0 FL4:"4 Hdrrio8"" re ~- Fl..474 Hurricar,~Tie H6 1=L474 HUrfj(;ane T: a HC:;2 I"L474 HiD CO:-P8f ?1at~ Connector HDQ8--.SD~ FL474 J-k;hjoo'.'.l'.' HETA16 FL 19G1 Emb€d-:Jed ,"JSS MchOr HET A20 FL 1901 E:rnbt.-~(le(~ T,'us$ Anci'(lr HGli&'21C'..2 FL474 Truss Hano.;;:f HHETMQ 1''-1901 Embed<t<>d 1'(,.,>" Ancoor ~S.URiL4'" 0- FUj03 re'av' Ske-",'ed ~J Hander }-iTS'iS F~e,38 H~3YV T:uss St-3? HfS20 h5:'8 HeaV',-T,,",SS Strop HT116 FL5C3 HDfTerlsj',;n ~,e HTT::-"2 -P,50:5 HD.,\Qrls!r.lrl "'18 HUS26FL474 He3W "tolst Ha:1Q~f HUS28 F;A7~ HeaVY ).o,st Hn<Jer HUS41-:) FL.474 j\')is-( H,~rlQ€r HUS412 FL474 JOIsl :-iantler HUSC410 FL474 ,Iolsl rlangel _ R1JsC:f~2-- fL474 <,oJoist HznQ~( :T'r FI 1174 "r~ I'JO;sl Ha,',,'er tUT FL474 t,joi$t Hanner LGT2 FL 1-42'3 Uqht Gitde;~"'j~cvv<n L S3U'2i .'J"2FL 47 -4 810 '>5 l:;e/Sk~'N able Hange( LSSU28 FL 474 Slo-~lS'bie/Sk,~,';_able ManQe( LST Al2 FL19C 1 Sua::> Tie LSTA1S FU801 Slr" -if' L""TA30 F~t801 Str,,~T~ LSTA:'" FL100i St'3DTle L:~S'i2 FL474 , 1Jilst Strao L "'S16 'FL474 TViist S~rap LTS1e Ft474 n"stSlra;o L 1'520 FL"i" Twisl Slr~:) lrr~ 9 FL474 ien<:<fon T';-=- L TILOB Fi..174 ,en,,,,,, T,<; LU-S2B FL474 J<ii.st Harr..leJ" LUSA ',4 FL~74 Joist Hanger :-..'3HA.J '56/11,89 FL538 \'f.asom'2k:3n': M;;lnqe( \{ETA22 F19C1 H;mbed.ued Tr~S$ Anc;-lOf MGT Ft 1413 Mediurn G.:.'~;r '7"f~10-'Nn :\'\ST18 FU9(i1 Sican Toe [,/;ST60 FL ~8G 1 StlaD ,,~ ,IST~M~ ~19i)1 _ ~~T;e_IO< c)asorl.ry I,\TS12 FL474 Tw'slSlrao MT-S16 FiA?4 T'.:,j,st, Strap ti.ATS1B fL~174 TV/1st S'tr'ap MTS20 FL<l4 T'o'>'\st Srrap t,rrS30 F~~74 TWist Sfr'3.D MTf288 FL503 Ten'llOf1 Te P.A5~: Fl..474 FoundatkK~ Str21Ll SOS 1i4'x2 ~/2 FL'1463 St;~06 Dc'/e .s;:;ie\~' 80$1/4>;41;2 FL 140'3 StroflgDr:"~ SC:'€\N 30S 1/4);6 FL 1463 Str,)flq Dfiv,? Sc:'<t...."'I SP1 FL47.1 St:'ld Plate ii0: S?2 FL474 St'..id F-iate Ti€ SP4 FL474 Sluo Plate 1',,, U'24 FL ~ 21 S F i.~(:'e l'JQvr~ ~i<-,,:st Ha 11Qe( Set Pac '0) FL4023 Expov HD Tilen FL2"3D4 :1 T Iten Ar;:;co, Froduct O<<sc,ipllon us!> Product Number Mf"~14 P';U44 R 8300 RT16 RTl Lr: 11.6 HHCP2 UPHP$ HTM$ HT A2S) THDH210-2 HTVV"I6 Hl'N20 HTI16 H-rT22 H\JS2a HUS26 HUS41 0 HUS412 rHO THF LUGT2 LS$H::>l \..STA'!2 LSTA1B LST A30 LST A:)e tTW1, LTW110 LTW1S L TW20 LT819 L 1''3208 JUS;?6 j':S41 4 NFM~SX117SU HT A24, 1$ KST248 f',Sr200 SF-T22 &'-'"24 SPT4 ..., Bt'ILDIXG CODE CO;vlPLL\NCE OI<'FICE (HeeO) PRODCer CONTROL DlVISION ~1L\.MI.DADE COljNTY, FLORIDA METRO-DADE FLAGLER Bt1lLDING 140 \H~$T FL\GLER STREET, SUn"E 16tH t\HAMI, FLORIDA 33130- t563 (305) 375-2901 PAX (305) 375-2908 ROOFIl'\G ASSEMBLY ApPROVAL Category: Roofing Sub.Categor)': Roof Ventilators F'iodda Produt..""t ,"'pproval Number ::\laterials: Maximum J}esil!u Pressu~ Fire Classification: Plastic N/A. N/A NOTICE OJ!' ACCEP'I:\NCE (NOA) Air Vcnt,lnc. 3000 West Commerce Street Dallas, TX 75212 r'~5;') !-',-=-':'::! Fu):r::: '- "') F<"C;, FL2<\) TRADE NA::\IES OF PRODUCTSl\-L\NUFACTURED OR LABELED BY ApPLICANT: FL8i - SCOPE: This r\OA is being issued under the applicable rules and regulations governing the use of consttuctioIJ materials. The documentation submitted has been revle'A'ed by the BCCO and accepted by the Building Code and Product Review Conllnittee to be used in Miarru Dade County and otl1c-r areas where allowed by the Authotity Having Jurisdiction (AID). See detail drawing herein FLS"" Test SpccifkatioIl Product Desuiptlon ;::~"2:~ ' Product Dimensions F'~.:~2 FL6~ " VenturiVent PlusT;q Ridge Vent TAS 100 Copolymer plastic low protile attic lidge vent with an integral end plug for installation in shingle roof systems. D:-.,----- .~_"o' "F~,;: J':-":' FLS' 6 TIllS NOA shall not be valid after tbe expiration dale stated below. The neco (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material te~sted for quality assurance purposes. If this product or material fans to perform in the a('~epted manner, the manufacturer wilt incur the expense of such testing and rl1c AHJ may immediately revoke, modify, 01' suspend the use of such product or materia.l within their jurisdiction. RCeO reServes the right to revoke this acceptance, if It is determined by BCCO that this product or material fa.ils to meet the requirements of the applicable building code. ~ ;:-L8'~ ~, EVIDENCE SUB~lITrED: '"',2"" F~8:- Name Test Agenq-/ldentifier Report cLb' c~(:. ... "'5'.' Center for Applied Engineering, Inc. r AS lOO Wind Driven Rain 07-07-00.68 04/27/94 r-:,..,:"" This product is approved as described her.:'in. and has been desigued to comply with the Florida Building Code, including the High Velocity Hurricane Zone, DESCRIPTION: Air Vents Venturi Plus ApPROVED ApPLICATlO~S: n.8',e; ;:"!...S':i-!, ;::::"'8~ :3 :::::~S', 'S 3: LABELING: Each unit ,hall bear a permanent label with the manufacturer's name or logo, city, state and fo!lowing statement: "Miiuni-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA sb,,1l1 be considered after a renewal application has been filed and there bas b<Xll no change in the applicable building code negatively affecting the performance of this product, TER'llNATION of this NOA \vill occur after the expiration date or if there 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 "my product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any sectIon of this t-;OA shall be cause fOf tumination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words :Miami-Dade County, Florida, and fol1o\oved by the expiration date may be displayed in adveliising literature. If any portion of the NOA is displayed. then it shall be done in its entirety. !;\iSPECTlON: A copy of this enlire NOA shall be provided to the user by the manufacturer or its distributors .md shall be available for inspection at tbe job site at the request of the Building Official. This NOA revises i\OA # 01-0910.04 and ....onsists of pages 1 through 3 The subulllted documentation was rev1e\\ed by Frank Zuloaga, RRC 2:12 Slot: Cut a minimum ll/z" slot alon~ the apex of tbe roof by cutting ~4" on each side of the ridge. The slot shall tuminateapproximatdy 6" from tl1e rake edge. ~~ ~,'~,", F,_a:') ;::...22::1 i'"-Lo_ IF_S20 Installation: Place ridge vet) t. se"tion centered over the void at one end of the ridge and insert end plugs. Fasten with roofing nails through nail holes in vent. Butt the second section to the first, align and fasten to roof. Continue this process fTOm end to end" i='L?~:' IF32 I;~, ~. ;:"'_8:2 :~:~8~~?, F'l_2i:':: Ridge Shingle: Install pre~tnanufactured or field cut lidge shingles over the ridge vent in compliance with the shingle manufacturers Product Control Approval and the installation instl'uctions using 1%" ring shank galvanized naiJs Net Free Area: Refer to manufacturers published literature F(...8~ :- :\Unlmtffil Slope: F'_3~ -;< ;:::_8~;: 9 o NO.1 No.: 03"093Q.IO Expiration Date: 04/05/06 ApproYal Date: 01/29/04 Page 2 of 3 NOA No.: 03-0930.10 Rxpiration Date: 04105/06 Approval Date: OVZ9/04 Page 1 of3 tIMITATIONS: 1. Refer to applicable building codes for required ventilation, 2, VenturiVent Plus™ Ridge Vent shaH not be installed on roof mean heights greater than 33 feet. All products listed herein shall have a qU4tlity a$S~.lrance audit iu accordance with the Florida Building Code and Rule 9B~ 72 of lhe Florida Administrative Code. 3, DETAIL f---- .. 11.0 1 I I I ~ to' .~ NAILS PATTERN, 12' Soffit - 10' 0 C. in the Direction of Soffi"t lengtin 12' DC, In the DI(,~c1:lon of SoHti; \o/iclth 16' Soffit - 10' 0 C" in the Dtr(fction of Soffit Length ~ 16' Q,C It~ the Directlc!'\ of Soffit '.'Ioth (3) DesiGn Pr~ssure NAlLS: A-jOlNT ARtA12' DIA. SHANK ~ DIA. HD, 1~' LONG ~ BATTEN) 2'X2' PT, SOUTHERN PINE: CONST. GRADE MINIMUM 2'X2' CONSTRUCTION GRADE MIXED SOUTHERN PINE OR EQU!V. ,",DaD SA nEN STRIPS Notes: (I) Use Aluminum J.Cba1~ Ashley Part No,4(l4Z(l, to install- Secw:e J.Channel Using (,~Resist~ 0.12" Dia.meter Shank Nails 1-1/2" Long At ! 2" Spacing ~ Nails. See note S fur F/.t.Cnanpel Appticatloos. ^ ~:'t.1 / 330 u! 111 ~ 0;: ~H"5-~ I r f~ 4.3 j I I. 6.6 ~-- ."--... '--" ---l 1-.----"'---- I ! : \ CO>$GE (REf") I ~. RUMl;JT 7 I l,~ I I ----r I aI31^,"",- :::::.1_", J"C3 =,'1 "~~Jl l_R., J :!. .Jaa 'fOT;-...a --'-l I L_ "a3 --J '~"'1"''':''..j ~"~'" ~l\; c::' >::''''':P '''ll\~<'; \' :,.>, t,t., 0N j ~'''':>J I A I J- ~ ~ (9) &f~Jh~,YentiJ1g. A,C'fa~ u",..1 Ft _~sf.L 16" s.m, 1," Soffit 7,44-Js1_ in. 5.$81 ~~" l-i}, Is~ ~.181 ',\-!Jl~ 5.o,SJJt s.q:. iUl. I PRl\'f'ARfl)/MJOHN LALtOTIS. P.E. otto CONSULTING ENGINEER j U 4-I!O e 4-1.tOf>I sr. $1Ji~ ()~ r~RPQ# $Pf<J.NG# R... .J46Sg ph<>>~ ("J27) 9-18. $(.~ ~~x (7~7) 931l-6Q8:J ____~_,____ _, ___ P.E.. R~~' 2+0-0. ,/1-- OflUX! \4 rAHEl (flJU tl(.At1!l "\... '01' iF f'i\Mi. ~ IMI . ll<RtlU1H Ra.l.I1lR><t~ (rY~l Ki) , I I j CAME~N ASHt'EY-----1 BUILDING f'ROOIJCTS ;:.;;~~ SOLID AND ;;J;-:RATED I ALUMINUM SOFFIT I I DA~: S-1S-02[ A-10051 __~ I PART, P$l.l.~Q'(; J,N,L SCALE' N" T.$ r . r~ ! r. I lSo 1 Ro.tl!"g illl 11'---, I,.()fj --rnJ I 1 ~ --...- (2) Soffit Nailing Pattern: , 12" S<>ffit, 10" Q,C. in the birwtion of S<lffit Ungth t2" Q.C, in \he Dire..iJOl1 of Soffit Wtdtb 16" Solin -- 10" O. C. in the Ditectionof S<:>ffit Length 16" O"C. in the Dirootion of Soffit Widtlt I I .87 0.88 ~(.. BATT€N NAILER (NOTE 4) J.oCHANNEL ' iN-STAlLATION " /"1 il ~ I I ........- T [ 1nW:i<< 34.4 pili (3) ~ign Pr=u."O Rating (l'SF), Ex:t<<ior SIA psf 14.1 "" I\. FASC!~l 12" 80M Soffit /:1" Ventd S<->ffit 16" Solid Soffit t 6" Vented Soffit FRONT VIEW' OF F.AVE wITHOUT VENTURI VENT PLUS A A ~ I 1/ - I Tll 1]\' I '~',\ \-1(f-.J-1~' I 24" \ fASCIA - J OCF OVERHANG 11- NAIL: CORROSION - J.CHANNEL - RESISTANT NAIL ~ ALUMINI..IN SOFFF E.:\D OF THIS ACCEPTANCE I PIINEl TYP, NAILING PATTERN 1O'Xl2' <12' SOFFIT> tD'Xl",' <16' SOFrIT) sloe VlE>N Of EAVE , (4) N<>l ~ if",,~ is 12" I:)f leu.lfo"~ is 1~' 10 20" divide a,., ....1.dlh ill!Wfw ~ proj>Qi' o.c.!<<~ fur l3a\t>lt1 N"lk" (Ie", fOf "" \S""~!.he &tt<"1 should be ~ a.c,) IS) rn- Baltes> Nllitet ll<lI required ((If F~ AIopIicati<lll& Snap . k1'ej Uno ,refut-er.we oml.,laW f'.(;~ 4it"''tly. to wall llllfug r f-Nailer 16' Q,C. (CBS C<ll.\.~c) (It .12" uu. C<It'!QG\Q!l rooiitllllt !lBil d"long 12" o"c. (Playwood! 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THRV FOR DR1U. fHlW FOR (2) ~ o..$sr, BOt.T OlE? ~~7"# SOLiS ote:P 0l0VGH FOR A f ~ fNO/.JCH FOR A a" ~r MOW I3Ot.T THROW \ I j I ~ ' ~ 0flM, .C" . lC NOTE: ALl. perimeter $C~W$ are- 18 x 2-1'/2" Pffl WS. Nolt): WI'lM ottacl'tioq the strike &- deodboft ploff$ to the Ittr1l<. de ~k !1M '10 )( ~. 19. pm ws. Whet'! attaching tha sfrilce de ~ plot" to t1wI ottragoI U$$ /8 It 2 1/2" Lg. Pm WS" wr~ olta<:hing thlt sfril<. jamb & $kWito jQmb I.ISO /10 1( 1 '/4" '-g. pm ws. HOT(: AIt ~er 9(:f'elf'$ QOt 18 x 2-1/2~ Pffl W$. "EW :.:i . .... lO ljj .-L 'PTr ~ '!I+~ ;*~ L : . 1 I.() . iii co . "'" lIS 1 !Wi - "A~ w--"e" . LG~ N..tlMrNtiM ~~L I- ,...... I- J-6~ . ~ '" J t .1 , 1 i-- r-- I -i '1 -... (2)18 X 2 1/2" LO; 1 ~ ~2)~ K 2 ~~~J ~ l_ ~ 1_ AI ,,,,,,,,,,.A A~.rA' C04Sl'At, """"Monv'" "".~ ALUMWUt,I ASTRAGAL D!T~ ..~" ATTACH ASTRACAl ffiROW 9Ot.T STRIKE .1}AR f1WAE -4 6" I- !- J" ~ t t ( . 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U1 ~ ~ <t w ~ ~ 5-12 LAST PLOT DATE January 19, 2005 f-- V - z o o ~ :!2c:: zlJ.lol- CJti:zz v;<<~ lJ.IlIlOO: OxlJ.l~ ol-ZO ZZCJlJ.I ....0-....1 "':;;:IIl_ ~N:!2~9 -..11- ...J :: -0:< <~lJ.Io> c::u..~o:!2 OooUJUJ :!2:::iUJ~O x<xlJ.lO 1->1-1Il0 lLJ U f- a z l- I CJ a::: >- 0.. o () -I ;;( 0::: I- ~ o (/) (/) o -I ('I') a:lo wr-- 0N z{'l') <(-1 o::l1.. o . <( (/)~ 0.. ~o '<to... O"l<( w U LL:x ~Lt ('I')~ ('I') 0 (")\'0 NN 66 00 co 00 co r-:..r-:.. 00 <;t'<t Z o ~ o o N O"l " C ~ :::l C co -. W I- <( o o ~ I:' I:' N 111 I (J'\ \lJ I:' I M .... .... I (j\ o \D M M ..J LL <( a. ~ <( I- .... OJ I ,... ~ o 0:: ~l1..Z <(~Q zwU) -(j)2: oZo Wo gu~ oZo:: oWo 0:::1- o...t::ii wO::-I 0:::$<( wwO:: alII- I-I-Z Ol-W Z:;:)U >-00.. <(I 0::: ~t::o z$U .:ro:::w -1w~ o...zo (/)ZI I<((/) I-~::) 0.. 0:: o U W ~ o I (f) ::) \'0 o o N @ ~~-I U)1U~~ ~'u ~ ~ ~~~~ I en ~ 0 (J)(Oo..~ ~C80 - 'OJ) u:: -I fa'- -::J -I a... en b:: al ~ OG>w 0::: "gU l- E 2 ::--~ ~- -@ .. /' (/) W o U ~c;) ~~ ~g ~('I') ~g <(-I ('I') ('I') 0::: l1.. c;< c;< o - 00 .~ coco '" (/) 0.. co CI)l \.II"j lO 0 r-:.. i'- '<t 0.. 0 0 (.9 r- lJ) <( <;t <;t ~~IJ( c:=.JO <(0) w ~ l1..<(0::: '00:::0 W l1..LL ~W"",I- O""'Z ~-0::J x~o:::o O::)l1..u O:::OzU n.."",w<( o.."",~ <(O<(b wD::l-z D::l..L.w <(zo:::O OW<(O w~(J)o I-~zz gwQ<( OO:::(J)w <(Z2 ~(/)w<(z ~z~a:O ~QOoi= 0(J)0:::1-() s:i55Q[j:J w~8So8:: 0:::01--1<( <(-I~co-l ::J -I . 0::: -I 0' <( (/) 0 <(~ (/)0:::-1, -Iw-lO -I>~zo::: <(0:><(0 lLJ () I- o Z lLJ c.=J <C I- o o LL W 0::: <( :J o if) PRODUCT .APPROVAL SPECIFICATION SHEET Simpson & USP Cross Over Chart with Florida Product Approval Numbers As required by Florida Statute 553 842 and Florida Administrative Code 9B-72, please provide the IIlformation and approval numbers on the building components listed below If they will be utilized On the construction project for which you are applying for a building permit We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Florida Product Simpson Product Approval Number Number USP Product Florida Product Number Approval Number MP34 FL570 PAU44 FL569 RS300 FL822 RT16 FL565 RTl 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 H U S412 FL821 THO FL815 THF FL815 LUGT2 FL568 LSSH31 FL816 LSTA12 FL816 LST A 18 FL816 LSTA30 FL816 LST A36 FL816 LTW12 FL820 LTW16 FL820 LTW18 FL820 LTW20 FL820 L TS 19 FL822 LTS20B FL822 JUS26 FL821 J U S414 F L821 NFM35X1178U FL578 HTA24-18 FL859 KST248 FL822 KST260 FL822 MTW12 FL820 MTW16 FL820 MTW18 FL820 MTW20 FL820 MTW30 FL820 MTS27B FL822 TA51 FL816 Product Description Category/Subcategory 1. EXTERIOR DOORS A SWINGING Manufacturer Product Description Approval Number(s) 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 HD/Tenslon Tie HDlTenslon Tie Heavy Joist Hanger Heavy Joist Hanger Joist Hanger Joist Hanger Joist Hanger Joist Hanger TF I-Joist Hanger I-Joist Hanger Light Girder Tledown Slopable/Skewable Hanger Slopable/Skewable Hanger Strap Tie Strap Tie Strap Tie Strap Tie Twist Strap Twist Strap TWist Strap Twist Strap Tension Tie Tension Tie Joist Hanger Joist Hanger Masonry Beam Hanger Embedded Truss Anchor Medium Girder Tledown Strap Tie Strap Tie Strap Tie for Masonry TWist Strap Twist Strap Twist Strap TWist Strap Twist Strap Tension Tie Foundation Strap Strong Drive Screw Strong Drive Screw Strong Drive Screw Stud Plate Tie Stud Plate Tie Stud Plate Tie Face Mount JOist Hanger Expoy Titen Anchor FL474 FL474 FL1901 FL474 FL474 FI474 FL474 FL474 FL474 FL1901 FL1901 FL474 FL1901 FL503 FL538 FL538 FL503 FL503 FL474 FL474 FL474 FL474 FL474 FL474 FL474 FL474 FL1423 FL474 FL474 FL1901 FL1901 FL1901 FL1901 FL474 FL474 FL474 FL474 FL474 FL474 FL474 FL474 FL538 F1901 FL1423 FL1901 F L 190 1 FL1901 FL474 FL474 FL474 FL474 FL474 FL503 FL474 FL1463 FL 1463 FL1463 FL474 FL474 FL474 FL1218 FL402.3 FL23042 A34 ABU44 CS22 H3 H10 H2.5 H6 HCP2 HDQ8-SDS3 HETA16 HETA20 HGUS210-2 HHETMO HSUR/L410 HTS16 HTS20 HTT16 HTT22 HUS26 HUS28 HUS410 HUS412 HUSC410 HUSC412 ITT IUT LGT2 LSSU210-2 LSSU28 LSTA12 LSTA18 LST A30 LSTA36 LTS12 L TS 16 LTS18 LTS20 LTT19 LTT20B LUS26 LUS414 MBHA3.56/11.88 MET A22 MGT MST 48 MST60 MST AM 36 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 Tlten Plastpro Incl Nanya Plastics Jeld-Wen Distintion Fibreglass Entry Doors Exterior Doors FL1321 FL498, 539 . ~ (:tJ ~ II ~ .~ B. SLIDING Kinco BetterBllt (MI Home Prod) Fla. Extruders (Milestone) General Aluminum Mk 2/314/5, Mk 2/314/5 HP, Mk 2/314/5 XHP 420, 470/452, 470HP/452HP Series 500/1000/2000 420/430/440 FL126 FL561 FL45 FL264 c. SECTIONAL Clopay Building Products Residential WindCode Doors FL542 w ~ 00 CJ ::r: ~ C\I Z 1-. (/) 3 U) - ~Zw <(CD'I"I ~ (/) ZOO 0::: C\I <D (I) - 6f=0 o..;~ Z ffiz(Su w~~ii 0 w;::u::~ ::r:::r:~. i= ~(J)-z I-I-...IIJJ J o 0::: ~ 0 0::: l1.. LI. 0.. ..J zWo..-I OOujz 0 W 0 (/) :5 (/) l1.. Z 0.. IJJ (J) wZ(/)alZOO ~Q I::)zwQWi=Z~ Z I- 0 <l: (/) -! 0::: ~:;) <.:J l1..Z-l~>~Ool:Cl C;; o <( n.. I w (J) 0.. 0: . IJJ I- W <i! I- 0::: 0 -I I:Cl -. c t3~o:::~{'I')Z~ .ijj q: ClJG3::)~g<(::)<< C W-lI--INOI-...IJ: I3un.. wuo:u ~ 1-0::;)"",::r:z::)cC;;:: 0 O:::""'I-~O:::Oc: ~~tJ;8~U)tnDD Ii o OTHER O'l o ('I') N o Z co 0 ~ CI)l ~ I- b(/)~ E <;to:::O::: o XwO (/) <(wI 8 l1..~5 rot5I1)~<( Q)r--~i55l1.. Q c.DNN 0 .a e('l) ,-Iw B ~-I~C21- u OLLa)::;)<(ri 0 "I-U'" . cor-- -'-'" (/)..'!:o()~ri Q. '<t ::J I- en w MOO::: 0::: . I- lO Q. I I- W 0 <( , O"l<l::n..(/)UZ 0 2. WINDOWS A SINGLE HUNG 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 '<t o o N M ri General Aluminum 1100/1140/1440/1450/1540/1550/1570/1900/ 1940/1970 FL254,1698 B. HORIZONTAL SLIDER Kinco BetterBllt Fia. 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 o o Z \0 o w - I- Ul :i > U1 - o <t C - ~ o .J U. .J <t ~ I- Z W Z tl 0 o \J) C. FIXED Klnco 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) FE5709/571 0/5711 /5712/5713/5714/5718 FL974 FE5700/5701/5702/5703/5704/5705/5717 General Aluminum 1100/1900/1970 FL1252 o ~ I:' - r- I:' Q I N ~ ~ III III \0 ID W ['i] \0 ~ M I:' o I I ..J M U1 LL w- I- <t OJ U1 D. I W r- ~ ~ -I- D. MULLION . 3. PANEL WALL A. SIDING B SOFFITS Kaycan Ltd. Cameron Ashley BUilding 0605/0606/9500/9510 Aluminum Soffit 41550/45102/451 02N Aluminum Soffit FL1965 FL406 C WALL LOUVER D GLASS BLOCK Pittsburgh Corning Corp. Glass Unit Masonry installed w/Mortar FL1363 E. OTHER 4. ROOFING PRODUCTS A ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30/40 (and AR), XT25 (and AR), XT30 (and AR) FL250 B. UNDERLAYMENTS C ROOFING FASTENERS D. ROOF VENTILATORS Air-Vent Inc. E. ROOFING TILES F. MODIFIED BITUMEN Certain Teed Corp.-Roofing G. SINGLE PLY ROOF SYSTEMS H CEMENTS-ADHESIVES COATINGS I ROOF TILE ADHESIVE J. OTHER SPT22 SPT24 SPT4 FL817 FL817 FL821 o (3 ~ v;~S2 0 Wl-c./)u...;~ OZ(/)::::<l: O-I> ~~!:=~(/) <l:C\lwo::L: t::l....~oo ~o::OOO 3:owu.;u <l: 0'..1.. I;;:! t:; 0:: f-,,-,~ 0::J0::(/)~ ~~F!oo:: i=~~~B CRV Alumrnum Ridge Vent NOA No 03-0930.08 Modified Bitumen Roof System FL479 I 5. SHUTTERS A STORM PANELS B. COLONIAL CROLL-UP D. OTHERS ('\JU) 'Z ~O ~U) > w n:= 6. SKYLIGHTS A SKYLIGHT B. OTHER 7. STRUCTURAL COMPONENTS A WOOD CONNECTORS/ ANCHORS Simpson Strong-Tie see chart lLJ ~ 0 cz:: () ~l1..z zl-O - <(z- f- zw~ -(/)> oz- 0 LLJOO uu<( Z :::> 0 oz- OW 0::: f- 0:::1-0 o..t::cr :r: wO:::-I 0:::3:<( c.:J wwO::: alI~ - I-I-w Ol-u 0:: z:::> . >-OCL >- <(I 0::: ~t::0 a.. z3:u ::so:::w 0 w~ o..zo () (/)zr. -<((/) 2=~::) USP Structural Conn see chart B. TRUSS PLATES C ENGINEERED LUMBER D. RAILING E. CONCRETE ADMIXTURES F. MATERIAL G. OTHER 8. NEW EXTERIOR ENVELOPE PRODUCTS A B. MITek Industries, Inc. Boise Eng Wood Prod. Truss Plates Versa-Lam SP Wood I-JOists ALLJOiST FL2197 FL1644 FL1645 U) ......J - ~ LLJ o FECP Corp. (Cast-Crete) High Strength Concrete Lintels FL158 w ~ <( Z Z <( -J Q.. 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. CL 0::: o U w 2 o I (f) ::J ('I') o o N @ SHEET NO, 5-13 LAST PLOT DATE October 11, 2004 APPLICANT SIGNATURE DATE PRODUCT APPROVAL DETAILS ---~--------------~ SINGLE HUNG MASONRY (FLANGE) CNt: BY \v'OGD A CONCR€.~E OR CAiJLK BE.TI,/E(~ BUCK BY O-HERS;~Lk.':. MSONRY O?EN'/'~G "'000 BUCK & (NO'E 5 & 7) BY OTHERS 'AS'Y OPE~:f,G BY OTHERS CAULK BETwEEN w[~DO',", FLANG~ ~ & '.OOD BUCK I <1 ~ '" ~~1;E4~Mi~~ IMPORTANT INFORMATION &. GENERAL NOTES The,e notes are proY;ded to ensure p'oper installabon of Florida Extruders i'1iiestone prod uds and must be followed r.lly, i-I,/,V, I A- I A B fOt I I I J I HI 'BuCK '.In,rl) ] --I ~~{E';"~~~ i- GENERAL INSTALlATION INSTRUCl10NS I~ O,'E BY VOOD INS' ALL A TIJN A~CHOR I I ill BUC,K ~Y O'H,E~~ 3/16' DlA. '!'PP:i::R ,j , C> 1) SHIM AS REQ'D AT EACH INS1ALLATION ANCHOR WITH cOAD BEARING SHIM. MAX. ,NO, E 6 & ) (NO E ,2) ~ ' ALcOWABLf SHIM STACK TO BE 1/4' S,"IM AS REQ'D I , I I 2) USE SILlCOf>jIZED ACRYUC CAULK BEHIND WlNOOW FLANGE AT HEAD & JAMBS. RIGID VINYL (S~(~'O:~~) , \ SlLL ;>r1UST BE AITACHED TO THE SU8STRATE WITH VUlKEM 116 ADHESrvE CAUlK OR GLAZING EEAD -----:... - r'V' APPROVED EQUAL APPUCATION OF VVlKEM 116 ADHESIVE CAutK OR APPROVED ('YP) ___________ --EE= I EQUAL AT FRAME SILL MUST COMPLY WlTH SEALA!<IT ~,A~UfACT\JRER'S 1"'""1- I t*l RECOMMENDATIONS. ~ -, ---t\ 3) USE SILlCONIZED ACRYLIC CAULK FOR PERiMETER SEAL AROUND EXTERiOR OF GLASS ;il, I Q ill WINDOW FLANGE MID TO SEAL HEADS Of INSTALLATION FASTENERS. (TYPXSEc NOTeS) I 4) FLORiDA EXll>.UDERS 1000 SERiES SINGLE H0NG IS SHOWN THIS PRi~T ALSO ApPUES TO THE FLORlDA EXTRUDERS 1500 AND 2000 SERiES SINGLE HUNGS F cANGiO: TYPE ~7;';':l , 5) WINDOW FRA,ME MATERiAL ALUMINUr~ ALcOY 6063 \.dNDD\,; r~~~~ CAULK BE: T'WEEN 1\ wINDO'.- FLANGE. \ __ ANCHOR INSTALLATION INSTRUCl10NS & "'OOD EUCK PERiMETER / i CAULK - /" GENERAL: .',1 B~ OTHERS /' I (,",I~l)CV '.ID"H)./' \ STUCCO B'T' OTHERS ------ CA0U< BET w''EE~ f,~~g~~~EO~~"ING SFCT,ON 8-8 ~f~~. Bci!,CE~I~G BY or"'C:.RS \ 3Y :r:-H'ERS C:CNC'<:ETE JR Q MASONRY OPENING I q q BY OTHERS ;-3/8' .......... ___~ 'UN, EMB, / -........ ~ ---.. 2X4. 2X6, 2XB w'JOD B;JCK t\ I ~'I --; --. J' ~ B~ OTHERS (SEE NOTE IS & 23) ~ JI '-! ~ ~~iTIt~~r~o(~O~~C~, Bj ~2~E;<'SA) U . ~~ ~ ________ I~ST4ll_A/ION ANCHOR 3/16' DIA. ; APPER (NOTE 12) ST'JCCO-1 J rl BY eTHERS S':'i~ AS REQ'~. P }7l 1/4' ,~A,X. SRIMETER \ (SEE NO'ES) I CAUL K EY OTHERS i / I FLANGE TYPE I RiGID ViNYL ~i:gE; FRA"E I GLAZiNG EEAD, , ',1,14. (TYP.l' GLASS ('",INDO'. ~II ~ cryP) (SEE HEIGH T) t' i CAULK BET'w"E(,"( \.'t~DC"" I r I FLANG!: & PRECAST SILL UI 1I</CA:~~:::~:P:~~Sici,/.E/_I~" ~II / ~~~'rig~ ~i{,.~E CA;JLK \ SILL BY OiHERS I, U fd . \ , PRECAST SILl"'---:- D. I BY OTHERS ~ ~ ' SECTION A-A NaTES) : a.H. (BUCK HEIGHT) 6) NAIL ATTACHt4ENT OF NON-STRUCTURAL ONE BY BUCK IS 4" FROM EACH CORNER ~ ANO 8" ON CENTER. USE A HAROENED 'T-NAIL" WITH A 0,097" OIAMEITR AND 1 3/8" - LENGTH (5/8" EMBeOMENT), A HARDENED "MASONRY ,~AIL" WlTH A 0.148" DIAMETI:R AND 1 1!2" LENGTH (3/4" EMBEDMENT) OR EQV1VALENT. FOR ALTERNATE SECl10N ANB-B, USE A 0,113" DIAMETER COMMON WIRE NAIL WITH A 314" EMBEDMENT OR EQUIVAlErIT FOR NAlUNG NON-STRucrJRAL ONe 6Y 6UCK IrITO A TWO 6Y STRUCTURAL BUCK. Lb. 7) APPUES TO ALL NON-STRUCTURAL BUCKS LESS THAN 1 1/2" T'rlICKNESS. NOT INTENDED TO UMlT TO NOMINAL ONE BY WOOD BUCK ONLY. BUCKS GREATER THAN 1" ~.OM1MAL (3/4" THICK) AND LESS THAN 2" NOMINAL (11/2" THiCK) WILL REQUIRE NAIllENGni SUfFICIENT TO MEET EMBeDMENT REQUIREMENTS OF NOTE 6, ~ 8) All INSTALLATION ANC!10RS MUST BE MADE OF CORROSION RESrsTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPUED SUlTABLE FOR THE ENVIRONMENT AND/OR FRAM1NG MATERIAL, WHERE ANCHORS ARE 'useD IN PRESSURE-PRESERVATIVE TREATED WOOD, 'THE WOOD SUPPUER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE. PRESERVATIVE TREATMENT PROCESS USED, 9) ALL FJELD SUPPUED HOLl'S IN THE FRAME (IF REQUIRED) WILL BE 3/16' IN i:>IAMmR. 10) WOOD SCREWS SHALL MEET ANSI 818.6,1 DiMENSIONAL REQUIREMENTS. 11) IF WOOf( TENDS TO SPUTI PRE.80RE HOLES AS FOLLOWS; #8 WOOD SCREW, l/S" DIA PILOT HOLE & #10 WOOD SCREW, 9/64" DIA. PILOT rlOLE (NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION). [SEE S!1EET 2 FOR CONTINUATION DF NOTES] -- I V:EWED FROM c i EXTERiOR rNsTALLA rroN ANCHOR #10 wOOD SCREw (NO"E 16 o~d LSA) :] SECT:OI~ A-A (ALTERNATE; & For ;nstol!at:on with two by witn or w /0 one by wood bucks. , "'<"""'''''''~'' .. /,~}'I~;'.k{> .... , ....~:~\,.. ..... REVj DESCRIPTION DATE iINI Ai.:' , IRNSED NorES 3. e, 7. '2/'9/03IRJA '\\.4. -..;..f~- ,e, '6. ,eA & 22, Aoom' , \ ~ ~~ ~ '( <41 ?to i i'~;;;O~3 A~;€;EtA';(1) ! ..\'q;,~,~~~~'"li;~.:/~~/ ..: iriX~~'~~sANF~R NOll: ! . '1:'i,.'" ,,;ji 'IRNSIONS. II' ','.'.;,"Of#;,....'~\/ ',......... i \,I,H. , F l~ N ~rQ o.:~ ~g ~~ ,~ ffis: ~~ FLO RIDA EXTRUDER S 1~1~~Nyi~Oi1~\l~i Wn:"CATE OF AcJrHCRIZATON NO. '2OS SANFORD FLORIDA TITLE: INS'~LL~TICN ~ET~:L SGL, HUN::; FLANGE ~I~D,J'.S ' SERIES 1000 1500 & 20QO DRAWN BYr BB I APPROVED 8Y:RJA DATE: 1 ? /19/031 SCALE: NTSIDWGcFLEXOO 16, SHT 1 'JF 2 A.--l ELEV A TI 0 N SINGLE HUNG FRAME (FIN) PE~l~ETER -----:/"'1 CAU\.K .../ ' BY OTHERS f-- - ',lINDO'", ",1D-rl _.-< ~ 1/4' MAX . 'SH1~ SPACE SH1~ ~S RE~'D ~I T ,",0 BY VOJD (SEE NO'ES) I r BV O~4ERS 11 ;,\ I ' II ' I n \1 - I l' M1N. n (~IJ II \i EM3E.:JMENT III\!-J J (\.IOOD seRE',,!) I ,. 1,2~>'l\> SHWHING FIN HP,. ~ ,/;['1 \ C~UU: B:E~::EE:S uI " i - Wj~OOV Fl~ . ~])O.l F:~~ii . & SHEA THING PER,~eER J I~STALlAnJN ANCHOR CAULK ~B ',",ODD SCRE\.! SHOw~ BY OTHERS STUCCO BY OTHERS SECTON 8-8 I) SHIM AS REQ'O AT EACH INSTAllATION ANOiOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHiM SlACK TO 6E I/~". APPlY A BEAO OF VULKEM 116 ADHESIVE CAUL]( OR APPROVED EQUAL AT THE FASTENER LOCATION PRIOR TO INSERTING THE SHIM TO ADHERE THE SkI''1 TO THE SUSsmAn: AND/OR WI"'DOW FRAMe, FULL BEARING 6ETWEEN ,HE SHIM, SUBSTRATE A.NO WINDOW FRAME ARE REQUI!<J:D. 2) USE SlLlCON1ZED ACR'lUC CAULK BEHINO WINDOW FlN AT HEAD, SIU &. JAMBS. 3) USE SILlCONIZED ACRYLIC CAULK FOR PERIMETeR SEAL AROUNO EXTERiOR OF 'MNDOW FRAMe, 4) FLORIDA EXTRUDERS 1000 SERIES SIr~GLE HUNG IS SHOWN, THIS PRI'IT AlSO APPUES TO THE FLORIDA EX1RUDERS 1500 AND 2000 SERlES SiNGLE HUNGS, 5) WINDOw FRAME MATeRIAL: ALUMINUM ALLOY 6063, ANCHOR INSTAllATION LNSTRucnONS -l 1-- )' ~IN, E'BHMENT (VOOD SCRE"') CAULK BETVEE~j SHEATHING VINDOw FIN ~ BY OTHERS ~ TV] BY wOOD Sh!:A'HING I r BY OTHERS I~STA~LATlON ANCdOR SH1M AS REQ'D, .S '",OOD SCREw SHOwN ______________ "$ I r I /) 1 (SEE NOTES) HY g~~~~~7~,' . 1111/ / x: I j II \J _ GLAZl,NG (TyP) f-=il1 J (SEE NOTES) 1/ 4' ~AX. ~ SHIM SPACE ~ FI,~ TYPE I VINDOw FRAME II ~~~ ! I ~ GL.~ZJ.~G (TVP,) ~/ "" ~"" IMPORTANT INFORMATION 8r. GENERAL NOTES These notes are provided to ensure prop~r installation of Florida BdrJders i-1Hestone p'oducts and must be followed fully, GENERALINST ALLA TION INSTRUCTIONS f--Wl~DOW-l ! VIDTH i A~ r GENERAL, ""INDC\v ~~lG}-<i I I : ~~ I i~;;~6 III (SEE BElO\l)j --r-r II /,1: 8 I ~ " GLA2ING (TYP) I (SEE NCJT~Sl _______....1 i \/,\,,'INDO\.l HEIGhT I J I'.\C 6) ALL iNST ALLA TlON ANCHORS MUST BE MADf Of CORROSION RES1ST ANT T ~ !'1ATCRlALS OR HAVE A CORROSION RESISTA!<IT COA'ilNG APPUED SUm.aLE FOR I THE ENVlRONME!<IT ANDIOR FRA,MING ,'1AT1'RlAL. WHERE A,NCHORS ARE USED IN ~ B I PRESSURE'PRESERvATIVe TREATED WOOD, THE WOOD SUPPlIER SHALL BE I CONSULTeD FOR RECOMMENDATION Of ANCHORS COMPATIBLE WITH T:~E EQU~LL Y SPACE PRESSURE. PRESERVATIVE TREATI4E!<IT PROCESS USED, I i I ANCHORS <TYP.) 7) All FlELD SUPPUED HOLES IN THE FRA.ME (IF REQUl.'<ED) WILL 8f: i ~. ~C aJ 3/16" IN DIAMETeR FOR #8 WOOD SCREWS, AND I: ~ b) THE SHANK DIAMETER DF THE NAlL ROUNDED UP TO THE NEXT STANDARD /,{ , I DESIGNATION DRILL BIT SIZE. I I: 8) WOOD SCREWS SHAll MEET ANSI BI86, 1 DI~1E,NS!ONAL REQUIREMENTS. I 9) NAILS SHALL MEET ASTI4 F 1657, "STA,NDARD SPECiFICATION FOR DRIVEN ,I I FASTeNERS: NAlLS. SPIKES. AND STAPLES." 'I A --' i 16' MAX, -1 10) IF WOOD TENDS TO SPLIT, PRE-SORE HOLE AS FOLLOWS (PER MnOML r i (TYP) DESIGN SPECiFICATION FOR :--;;oD CONSTRUCTIO~ REQUIREMENTS): -' c4- S' ~AX. (TYP.l ~; ~~~?gE..~~~S_ .#~ D~~~~TprL~~'rlOLE F L EVA T iON c) OTHER NAlL DIAMETER PILOT HOLES NOT EXCEEDING 75% OF THE NAlL'S DlA.1ETI'R AS REQU1RED, 11) WOOD SCREW AND NAIL WlTHORAWA" VALUES USED TO GENERATE FASTeNING REQUIREMeNTS ARE SASED ON SOUTHERN PINE WITH A SPECIFIC GRAVITY Of 0.55. 12) WOOD SCREWS AND NAILS SHAll ,~OT BE MIXED TO FASTeN T:HE SAME ASSEMBLY. - 13) WOOD SCRJ:WS AND NAILS SHAll. NOT BE USED TD FASTEN ASSEMBLY INTO THE END GRAIN OF WOOD, - I , I >-- ~IN TYPE ., V ~l~cml FRAME :::~;~~~ ~ ~ LL ~~8gt~E::Cl - \~. hTr~ T'.O BY 'wOOD I'STALLATION ANCHOR ~"', I -- E~ O~HERS ~B wOOD SCRE',", SHOVN I" ':, Iii I 1'''JFTIf STUCCO _______I . . ~ , BY OTrlERS T I CAUL K BET wEEN / ViNDOV FiN SHEATH1NG J J & SHEATH1NG BY OTHERS _ ANCHOR (SE;Aii~gw~1 VIEWED FROM EX<ERIOiR HEAD SIll !. ~A,Mll ANCHOR SPACING ("0 70 ?SF DP) wJOD SOREV, 24' DC MAX CPP.> NAIL' 7' C.C. ,MAX FOR .JAMBS A~D 10' CC, MAX. FeR HEAD & SIll SECTION A-A I f--- I'M iN. E,MBED,Mt:NT (VJOD SCREI.I) " ." ~~ ~g i3~ ~~ ,~ Iii it ~;t ~~~~:~~;'~' ~~;,~~,~", , i'.....'$.."".,~~,<, l~iJ.",:~1"",'~ . REV DESCRIPTION DATE IN1 l();' " ". 1---=--3' lltviStllNOirT TO I' , 1,/; ~ ~ :, ._' ADO ~EQUIREMENT"O 10/ ./03 R ~ A i; l'~it\ ":"~3 ySE AOHESM: CAUL< \. ':~:<.' " :':$ )~U AT SHIM LDCAT1CN, I \,~",,:"t~''n~~',~,~.... c I~~:~~g ~~ ~ ANO 112/10/03ir~JA "':~~~~~~;~'-:;:~/ I~Cr't~~ZTtEFCECT N~L I i [SEE SHEET 2 FOR CONTINUATION OF NOT"...5) FLORIDA EXTRUDERS I~~~N}l~1~,tl~~ Cl:R11~C^rr OF MrHCRIZA~CN '0, '205 SA..'iFORD FLORIDA TITLE: INST!llLATlON DETAIL,II~8 SCREWS DR NAILS SINGLE HUNG Fi~ WI~DOW - SE~[ES 1000. 1500, , 2000 DRAWN BY:BB i APPROVED BY: RJA DATE: 12/1C/03 I SCALEr N T. S IDWG:FlEX0026 SHT 1 OF 2 IOOOSMl rtx2X:tlS" 10COSj..(~ rlX2X3/8 .A"a ('YP)~ ~ -CSE "cLUO' JAHa (ry.) \ ~ T~aE HULUCN lr! _ ,]! ~ \tS x l/~ SELF , ~ r 'fl$ x lI2 Stl f T APPINCi SM$ L T APP!NG SMS- :I~ [i ''11 \,~ y===='h1 ,~~ " ::Jj !; T "1/ \\ s~~~~g~ ~i~~6~~ y ~ L ~a ;( 1-~/2 St:U' ,. Ml!LLlON ~~P~I~GlJ$~SSEJ T APP!NG s./oi$ SECTION A-A (1) I TYPICAL V(RT'CAL TO HORJZON;AL MUL~ON "0 MUU..!ON I HORIZONTAL SLIDER MASONRY (FLANGE) TYPICAL MULL INSTALLATION CuNC~E-E OR CAULK BUwEE~ ',",OOD [NSTAcLAllON ANCH8R IMPORTANT INFORMATION 8r. GENERAL NOTES ANCHOR INSTA,LAnON INSTRUCTIONS (CONT) ~ ~.ASONRY CPcNING ~'JCK & ,~~S'Y Z-PEN;NG 3/'6' oIA TAPPER . _ . C B';" eTHERS BY :7HERS <NCTE !2< These notes are p(c\l~ded to, e!lsure proper InstaHatJon of j10r'da Extr!...'ce:-s j,.1i(estore ONE BY ',",OOC _-----1 products and must be fo([o'l1ed fully. GENERAL (CONT): BUCK BY OTHERS~' '1"11 :N'JTE 6 !. 7) <:\ e:. 'I II 1-1/4' ~IN, GENERAlINSiALLATlON iNSTRUCTIONS 7) APPUES TO ALL 'lON.STRUCTURAL BUCKS LESS ThAN I ill" THJCKNESS. NOT CAULK BEn.'E~~ I 11 "EHBE~MEN~, ' "" _ ,~ , i,~TENDED TO UMIT TO NOMINAL ONE BY WOOD BUCK ONLY, EUC.KS GREATER I<INDOw FLANGE : ' .) SH;M AS ~EQ 0, AT EACH INST~c,:-,,' ION ANCHCR 0/ITrl LvA.o B"''U, I" SHIM, 'lAX. '2' THAN 1" NOMIMAL (3/4" THlCK) AND LESS TI1AN 2" NOMiNAL (I [12" THICK) WILL & I,/OOD BUCK ~>' 1,/ f ALLOWABLE SHIM STACK TO BE 1,4 , ~ REQU1RE NAll LENG7H SUFFIOE!<IT TO ~1EET EMBEDMENT REQUIREMENTS OF \ 1T I/4' SH:~ l) USE SIUCONIZED ACRYUC CAUI.K BEHiND WiNDOW FLANGE AT HEAD &. ;M16S, SilL NOTE' ~ i SPACE MAX " MUST BE AITACHED TO THf Sv85"RATE WITH VUU<I'M 116 ADf,ES!\E CALLK OR B) ALLoiNST.ALLATION ANCHORS MUST BE ~,AOE OF CORROS10N RESISTANT I, _ APPROVED EQUAL APPUCA,ION ~F VULKEM ll6 AO!1ESM, ::AUlK A' C'<A,"E SIU MCST I"A'CRlAcS OR HAVE A CORROSiON RESISTANT COATING APPUED SUrTABLE FOR 1\ :1 TI COMPl'( W1i'H SEALANT MANUFACTURER'S RECOMMENDATIO~S THE ENV!R:ON!'-1ENT AND/OR FRAMING MA:ERlAL. 'NHERE ANCHORS ARE USED IN 'I I, li\ ' . /:\C 3) USE SIUCONllED ACR~UC CAULK FOR PERIMETER SEAL AROU,'O E<1 ERlOR Of PRESSURE.PRESERVATl'>'; TREATED WOOD, THE WOOD SUPPLIER SHALl6E STUCCO I' I 1'1 i ~ WINDOW FlANGE AND TO SEAL HEADS Of INSTALLATiON FAS'1:~E!lS, CONSULTED FOR RECOMME,NDATJON OF ANCHORS CO.1PA'r[BLE WITH THE BY :'HERS --' ': ' \ I 4) FLORIDA EXTRUDtRS 1000 SERIES HORlZONTAl SUDtR IS ,hOW\ PRESSuRE.PRESER~ATTVE TREATMENT PROCESS USED, IS) WINDOW FRAME MATERIAL: ALuMINUM ALlOY 5<)63, 9) ALl FIELD SUPPlIED HOLES IN THE FRA.1E (IF REQUIRED) WILL BE 3/16" IN AS ,E~ D DlA.lEiER. Bv cCT~~~SK ' I (SEE 'OTES) B rl ,ANCHOR INSTALLATION INSTRUCTIONS lO) WOOD SCREWS SliALL MEET ANSl Ble 6,1 DIMENSIONAL REQUIREMENTS, , ,~, (BUCK ll) IF '1'1000 TENDS TO SPLIT. PRE.BCRE HOLES AS FOllOWS: #8 WOOD '. H ",EI::;f<T) GENERAl: SCREVI. lla" DIA PILOT rlOLE & #10 WOOD SCREW, 9/54" DIA, PILOT HOLE ," ItcDOV ~'L 'LA,"G. -vp;- Lb. 6) NAlL AITACH.'ENT OF NON-STRUCTURAl ONE BY BUCK 15'" 'RCM CAC" CORNER ANO (NATIONAL DES1GN SPECifiCATION FOR '1'1000 CONSTRUCTION). HEI' !1T) ~ ' - FRA:', Ice" ON CCN'ER. USE A hARDENEO'T'NAIL." wrre A O.C97" DW\E"E.R NID 1 3/8" LE'GTH '.oJ I I \rt1NDC',.1 ,.,€ ,'SI9" EMSEouEN"". A HAODENED ")Vl,ASQ"'OY NAIL" I/ITTH A 0 ~ AO" !:"'~."'EiE'" A."D J v..." i :;L~SS (fYO) I C! HEADeR ,., '" '" .'= - ~ - -,,, , 3(16' DJA. TAPPER CONCRETE SCREW (WITH NON'STRUCTURAl ONE BY I ,SEE ~O'ES) ~ I ,'..E'GTH (3j4" EMBEO.'ENT) OR EQU:VA,ENT WOOD BUCK), I II I ~ I t\ ONE BY ',",OOD BUCK BY CJ~CRO:-E :", I " Iii, I \ I ~ OTMCRS (NOT.::: 6 &. 7)~. ~ASC'=<.V ~?ENL'IG 12) WHERE WINDOW IS INS""'ALJ..ED [N. MASONRY OPENING \^lrTH A I I - BV -'-- BY "-""<S NON.STRUCTIJRAl DNE 6Y WOOD BUCK (NOn; 7), USE A 3/16" DlA. TAPPER II I \ - -, CONCRElESCRfWOFSUffIClE\jTlT'rl,TOACHIEVE,"'11N EMBEDMENT OF 1.1/4" PE"''''T-R ,! '~II..- GRL!GAIZDI"VGj,\jB~LADII: :-LAN.G:'i3U1CyKPEWID~H)s1f.,,4C'ES~A'MX_, .-J,' '.- -- ~-:"3~~;M2~il INTO MASONRY OR CONCRETE, ,.,~ . ,vI, ~ . ~ C" ,., 13) SEE SHEET lFOR TAPPER iNSTAcLATlON ANCHOR LOCA"10N CHART. LETTER . CAutK \ I' i \ (TY?): \.([NDO\.I rRA.'o1E ~S.HIM AS REQ'D: --. i \i I. DESlGNATIONS ON THE l1\PPER LOCATION CHART rNDlCATE WHERE TAPPER ,BY JTHERS \ i \ FLA.~GE TVPE I JAMB (SE( 'O,E$) i ,>, CONCRETe SCREWSARETDBE:NSTALLEDWHEN L;SING THE EXTERIOR jl '~,.II I L wS[~_NLDOV "A."--1Ei,. "'STALl~TlON ANCHOR I, 1 ELEVATIDN ASA KEY. 3/:6' DIA. 'APPER:D~ 1 ;\ I' (4) TAPPER (RAWl) CONCRETE SCREW MANUfAC11JRED BY POWERS FASTENING. (NOTE 12) Ii I V' lNC. WlLl BE USED. TAPCON (by ELCO TEXTRON INC.) OR TITEN (by SlNPSON ~ RIGID VINYL k / ~--==! STRONG-TIE) CAN BE SUBSTITUTED WITH THE FOLLOWING UMITATIONS FOR " A ~ GLA2I~G 3(AD7 THE rlORlZONTAL SUDING WINDOW SIZE D24, D24S, DlS AND D26r ~d ' GLASS cryP) / ~V:il a) INSTALL TWO ADDmONAl FASTENERS IN HEAD OVER CHART I (SEE NO'ES> '\ I I'.. ... 'Ii \ REQUI~EMENTS AT LOCATIONS.A AND D, CAULK BET'",EEN J~ "i \ {( II. "Q 15) ALL REMAINING FACTORY APPUED INS1ALLATlDN FASTE~ER HOLES NOT VINDOw F:_A,~G!: I "i II 0SED FOR TAPPER CONCRETE SCRfW iNSTALLATION SHOULD SE FlLlED WITH #S & PRECAST SIll I ~ II WOOD SCREWS OF SUFFlCIE!<IT LTH. TO PROVIDE M1N, 5/8 IN, EMBEDME~T [NTO ~D~[~~~K~~U~~ PRECAST SIlL.J SFCTION A-A CAULK Bnl,/:~EN ____ I.: ~ WOOD BUCK. OR APPROVED EQl BY 2"HERS '.:NDCV FLANGE ----- ...-, #10 WOOD SCREW (WITH STRUCTUItAl. TWO 6V WOOD BUCK): r-- \,I,w -I & wOOD BUCK ~I i , p I A, .....l II PERIMC~UTLEKR STUCC~ I 16) .."'HERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUC11JRAL I " J I TWO BY WOOD 6UCK, USE #10 WOOD SCREWS (ANSI 618,6.1) OF SUFFICIENT : A :3" i' B~ QTHERS BY OTHERS I: LENGTH m ACHIEVE 1.3/8" MIN EMBEDMENT I!<ITO THE TWO BY WOOD BUCK. fEtf I 1:J:---:--i ilit -----cVIND~~'.V'D-H)' i CA'-", 3€T'''EE~ 17) #10 WOOD SCREWS ShALL BE INSTAUED AT ALL fACTORY APPUED E r'r----:l '.JJe INSTALLATION FASTENER HOLE LOCATIONS. II ~, c, F . 'SECTiON "" ;~g,:o ;0' "'" ~"'" '""'~'" ,~'W~~ ~_"'" _~, \,I H ~LJ i i,1 $ I $ r-jlA i ~ ~ ,:,~~~~,~"~'~I~\!;~ 2-=.Q BY :- -E,S GRAIN OF WOOO:SEE SHEET 2 FOR CONTINUATION OF NOTeS] I ,. ++0"" , H' q ;'iJ,"<".I(-.\\!Sil.n:-'" REVI DESCRIPTIO:\' DATE IIK1 FLORIDA EXTRUDERSINTERNATlONAL, INC I II .1 8.i'8 !:".~' Hi/I'" ~~;=.~:- B ,~O~R~~T~~OTY~~A,6C;;~.J/:SI03;.~';A C(RTlFiCAroCFMHORIZA"ON'0'2J5 ~i~~o~?no~"1 L I ' I [~- \,l'?t.)" ,'"',2,O,,z}-,v) ; cOCATION ON ANC"CRS I TITLE l f.,ST AI_LA T ION DET A I L_ W / TAPPERS I IT j I A ~ ++, J , ~ .~, ,-" ON 2, 3, 20 A,'O )C I ,--= . :..:= ~!t ;:,,. .~!..: l" '. 'HICH. I HORZ SLIDING rl ANGE ',.JjNDOW - SERIES 1000 EI EVATION ~~ "~."',e'1t:"",,~t<-~,;.>{o{~:': C :~~sgo;'i,~~~~'o~t~c ,.19(o3RJA DRAWN 8Y.BE I APPROVED BY;:;:~A \I'E'VED ~ROM EXTER i'H';~ !,$~~E~yN~~K5JlL'_;C~ I ET < r" lOR ' .."..,</ DATEr ~2/i9/03'SCALE: NTS iDWG, FlEX0020 SHE 1 OF 2 I I 11 1/" MIN. I EMBEr t LJ I I r ~l;~E2 ~~IL~~N JETAll C r 1 X e x l/S (000 S.H.-, r;::~ Tl,.9( ~ULL!Or-.: JAI<l!J cry?) 1 I ~-jle x :/2 SELF" :A.PPING $Jooi$ ~ ONE BY '';1JO:~ BUCK iY DT...ERS r. CONCRtTE OR :-1ASONRY LJ I. BY O~'"ERS LJ, _ l----- f-- 1000 S.H..... "AM3 <i1'P,) w= #l-8 X 1/2 St:lF " Ji ~ T APPINCi SMS J~ ~_ ;:l) "L ~1~~~~T ;,t~1'igN ~e x ~_~/~l.!ltte~ : APPING S io'(S -t ~ ~I! lc; ;5l \ "-, stAI,.ANi llGvEEN "L- \\I1NIIDV rl ANGES " I<(UlU:1N - ija x I-In S€U" ':' APP:NG S~S ,e; , Ii Ilil~\..INS7Al'_A'!DN ANl>OR 3/\6' DIA I I J r....PCCN seRE'.... ANCHOR (iYP,) 1/ EXTERNAL "'VLLfCN I INSTA.LL.AT1:N CUP TYPICAL MUlLiON TO CONCRETE @ HE.AD I MULLlCN /!:::: IAPPlIES TO rlE.AD & SILL WHERE l' X 4 J.'\[' &: 2" X 4' TU6E MliL~IONS ARE USED) I II 2 < . < J/9" I TL3(' ~ULUCN \i ! I 1000 SoH...., I JAM! (iYP') =1 r=r JET~l, 8 J~ rlNS'AlLATlDN ANCHOR i ,I 3/160' DJA. i APCQN I Ii' i seRE....... ANCl-ICR enp,) ~JI i rSllLCLIP 'J\~ f .J T T 1 l/~' MIN. ~ '~EH:!iEDl'lENT "- PRECAST Sl-:l BY D~H::;1 AJXIUARY PLATE (FOR ADDHlDNAl ANC,.CRS, ',,'HEN REQUZRf:D) SECTION A-A (2) SECTION A-A ( 1) ~ x 2 7/16. X 1/8 1 x 2 71:6 x 3/8 TU>>E: MULI..I0N 1000 S I~ """\ r'TuBE: k1LLUON JA"~O~,.:,;H; -\ r::- i ~A"a n yp ) \ !Xl ~' i~.a x 1/2 SELF 1 i ,ii:-'6 X 1,2 SELF TAPPING SM$ TAPPING SMS ~ i 'i ldL=o I i I I ~ $IS X 1/2 SELF ~I L1A.??!NG SMS I ~ Eo y /fax 1-112 S~LF'~ iAPPLNG SM$ ;jJ ::JI ~ stAi..JlN, BtT\o'o::tJ.o' .....IND!}" FLANGES .. ~Ull_ICN SECTION A A (7) !ltU\ll....L. - \.. ~ , 11# r111 I A J A w ~ ........ f StAl.ANi BE: TvstN "-- V:NDC" F'LANGf:S , MLiLL.!ON U X 1-1/2 SEt}" ...APPL...G SM$ 5ECTION A-A (3) \. "" t SE:Ai.ANT Bt-r.....t'EN "'<- '....INDO'.' "'t. ,t,NGES to MULl.1QN Ita x 1-1/2 SEU" T ,s,PPING SMS SECTION A-A (4) rl.X4X3/8 ~ TUBE I-'IULLlDN inl .JA,~~C?r;:; -.\! : II , I I ~~a X 1/2 SElf 'APPING SMS , ~I') ~~~~ I~Nrt'i1Ji I'~ ~..J~ ",rU. .t~~~ It~ ~~ 1~ <3~ ';i _L l X 4 X Ii6 Ii) 'vBE MUlL:ON I o -I & ~ ~ .1 I MULLl~7 :110 o 1000 S'H"l ' ,~"' (1YP)~ : 1 .... / -\.- =eJLl ~8 SELf TAPPING SM$ CTY?.> ru:Y.6IiQt! VIEWED FROM EXTERIOR 'If ~ ~ ~a x: lie SELF TAPPING SMS , I ~ , ' IFLORIDA EXTRUDERSI~~~~N~W'wlli~ SANFORD FLORIDA ITITLE: SER I 000/ 1500 FLANGE SHEET 1 OF 2 VERTICAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) rOR I DESIGN PRESSURE CAPACITIES 'DRAWN BY: MSH APPROVED EY: WAB DATE:12/1I03 'SCALE:NTS DWG: lVMFlG ~ r== \C; , :;>1 l II; \ -"( ;:J} ~, "\., S1:AlA,NT snVEF.:N "L 'J1NDO'i F'lANG(S 8. KULLlDN De x 1-1/~ S'ELF T APP ING SMS SECTION A A (5) ~, "t SOlAAi 3[TlJE,tN 'L- \lI:N!lO~ F"',.ANG(S .. M.UlLlCN ~a x 1-112 SElf 'APPING s", SECTION A-A (6) "AM~C~T ;P~) \ r ~U;(2 ~~L~~N r 419 x u2 SELF i APPtNG s~s 1000 $J-I.\ ,.JAfo'I3 (iYPJ \ ~ DETAIL C NO By..OOD ~ L- BUCK BY OTHERS 1 l/S" MIN. ------~ EMBEDMENT I - r-- t "7 . I 1 x 2 x 1/8 T t.:B( MUL L ION ='j: G tiS x j/2 SEU' 1 APF'!NQ SM$ , r ~ .L.. 'I' \ ...... i I "'-SHEATH1:'iG I i'L I I~S"'~~lA-!CN A.NCHOR 1t8 \.I1JCD seREv CTYP) , ~ Ex~tR',A~ ....ULLlTJN ~L./I- INST.4lL4"lCN Clr>' ~ULLIa~ .../ -.I. '4 APPLIES TO HEAD &. SlU_ 'tfHE:RE 1 " X 4" & 2' K .' TUSE MULLIONS ARE USED HORIZONTAL SLIDER FRAME (FIN) ~ 'jJL~ ~ ';OJ --'~ ';OJ x , X 3 '. '\ - \ ~ S(~I,.ANi B(i'<<"EEN ~UBE I'lULL;CN --'\ r-l \. " S(A\..ANT J(ivU ~ J ''IN'C'' FR A""" "- vtNDCV ,~AM( \ -.. A>.. ....ry.. tl-S x i-lie "s;~~L10'" "-\fS X ;'-11'/ s~~~rCN i-- TAPPING SMS TAPP[NG SMS SE TO A A (1) SECTIO~ A-A (2) C,I N - :000 SH.-, I t X 2 7/16 x tiS 'AU' (TVP' \ I .:)COSHl T..,3(~ULLliJN tOOOS.H.--, rlX27/16X3/9 "n~ 'J \ 1'1/ ,AH' (TVP, \ r== ff=== .i<I'a (TYP) \ q -CBE "ULLlON 11.....-. r.. \fS x 1/2: SEr..F , Nl. ./ lt$ x IIZ SEU' , '~lta x U2 SELf ,........ -- ~ TAPPING SMS .. ~PP1N(j $M$ ;' A.PPtNG SMS " I ~ L, r lNS"'ALlA~lCN ANCHC~ 1~ 7~y;,oOD seRE.. I I . Ilirs~ ~ I V.' "IN. EHllEDMENi SJ.$...An<$1<G ----r ,,008 ,lC0U4:Il'o.G A~XIUARY PlATE (FOR ADDPlCNAL A.NC'-ORS, "'HEN R:EQUJRED) 1 ~ [ lL, i APPLIES TO HE.AD '" SU WHERE l' X 2' I & 1. X 2 7/' e" TUBE MJLLlONS ARE USED I JETAll 8 I i I I $HEAT~lN(j ___ .:z~ T~C~!Y ".;80D CAJLK BETI<EEN BY D"HERS ! i'i'l'~ lAB' ",.;(RS \'J:ND~"" F~~ ~~ ! ~~~ I SHEATliING "1/11 ....E8 I iNSTAllATION ANCHOR r' -. I i \~~i I #8 '.lOOD SCRew SHCVN -..... . ..c Ii \W\ S;I~~~~ ~~ . l1li 7 1/4' MAX JTHERS ----------- . i IIV ~ SHIM S?AOE PER!ME'E'=1' ~~~,-1' CAULK , II I B~ C'HtRS j j ""'~ m', pf1 ;;;, :';,;i?' (SEE ~OTES) ~ I " ~\~D~'C'E'RA'"E I " HE~D(R I: i I I I - \v INDC\.J l,.dDTH ~-l ~ s~~' S~~~E CAULK BETwEEN TwO BY .lOOD ~II jVINDOw FIN BY ~-HE~S / & SHEATHiNG AS RE') ~ I' I I NC'ES) ok ~ 'I Y ~ I / //\ / ' II I / N il/\ \ EH~~~~"T I~l/ ~ W (V~CRE~) I . ~ f1::==;:: I ~r-i ,..r' / L-J~. I I '//// / I. S"1EATHl"lG I BY OTHERS / I~S1AllATI~N ANCHeR -.s wJOD SCRE'", SHOl<N [ '.JL'l.JDO\J HE IGl-" T ,! I ~'_\l~~DC',", wIJ-H-1 a~5 I Iu~ I - 'to:wr- ' I <:: V'w I I II ~ I A ---: ''''i~c- ~o, ;-:'//1// '~ YE'IGHT II // " I / . SPACE L+= [I : I r I ~, A~j{~~;S , I B ," -, I . .. -~~ - --I L ,A'ICH'JR A --- 'I 6' ~~,X ~ SP~C;NG :1 (-"0' (SEE BEL21,/) S' MAX (TYP.>--il~ ELEVATiON 'i1[HfO FROM E:CER'OR HEAD SII' !. JA."B!I,~CHCR S?AC:~= / I Fl~ TYPE V1NDC'.I -.J ,~A~E .A~S , ;)/ rc: \ ItS X 1-~/2 S[Lr~ "'"" TAPP~NG ~MS I \<; ';OJ \_ " Se:ALANT 3[, nJ~t/ll '-L- vfNDCIi FRAME: .. ~UlLl::JN - #9 X l-!/a SfLF ~APP:NG $MS SECTiON A-A (3) $...:I~ (SEE ,~ , ~l ...............S(.AlANi lIE.T1J'E(:N 'olINDe,", F"lANGES " MUL.:..1CM ~'~ SE:.AlANi BE;T'w'EtN "-----L.- "'INDC~ FRAME L MUl..LWN ija X H/2 SELF 'j AP?ING SIoIS SECTiON A-A (4) r l x 4 x 3/8 r--h TUJ( MULt..ION 1'-'1 I[ , II ! :1 , I II , ~~~,;,112 SEl' . ~ h"INO SHS I~ ~~ ja..;-..'<tN ,NI"')IJ1 '" I~ ~...J~ 'co J: 4- lei CD...... ~ II~~H >,~ I..~ " W ~ uet I 8 I In' ll1f 0 , W ! FLORID~ EXTRUDERS ~~~}lm~'W"Llli~ SA}lFORD FLORIDA :TITLE, SER, 1000/1500 Fl N SHEET 1 or 2 i VERT I CAl MULLI ON SECT I J'iS , SEE OTHER SIDE (SHEE~ 2 OF 2) FOR I DESIGN PRESSURE CAPACITIES 'DRAWN BY, KSH I APPROVED BYr ..AS 'DATE:l;>/1/03 ISCALE:NTSTDWG,: lV~.IrIN SECTION A-A (7) 1lGA1J.._L"\- ~ , I I I I I .ULLlOJ o rt- rll A ~i-< A 1 ;( 4 X 1./8 ;\iBE ~1ULUCN t::JUALLY & # I I I , , ! ; r...-- '8 X ,/2 SELr ,,/ T APPlI"IG SM$ ~ lCOO SHi .At-I) (iYP.> ~~OO S.H. "';MiB C'Y?,) .a SELF 1APPINO.../' ...._~ SHS cryP) '- IlfJ.A.lLl ~ VIEWED FROM EXTERIOR !>A.~\~' \";J:,;~;t: .~'"" '. ,'~ ~ ''J''''.' ~ ';:~~F'(,: , ' ,"\\'~.> . ',.." ". .,...\ ".".r , ,,' .,~ . '.<' ,: I ~: ~I I I GlAZI~G (l';'P) j (SE( NO,ES) = PER1M(TE~ CAJLK BY O,HERS STUCcD 8R SIDING BY JTME~S II I I' I I , It/ !.rnr:~, I . / ~:0~6~:EFRA'~E II " i I' 'I I II:: , II' , L~ARB'_E S!ll GENERAL INS-;ALlATION INSTRJCl10NS I PERIMETER II ~l g~~~s B~ 1) SHIM AS REQ'D q eACH iNSTALLATION ANCHOR WITH lOAD BEARlNG SH1M. MAX. ALLOWABLE SHIM I CAULK :~I '"," STACK TO BE 114', APPLY A BEAD OF VULKEM ll6 ADHESIVE CAULK OR APPROVED EQUAL AT THE I BY OTHERS II . I-~ 1/4' S4,~ FASTENER ._OCATIO"< P'ZlOR TO INSERTING THE SHIM TO ADHERE THE SHIM TO THE SUBSTAATE I _ W. - ~ ~PACE MAX AND/OR WINDOW FRA.\lE. FULL SEARl~G BETWEEN THe SH1M, SUBSTRATE AND WINDOW FRAME ARE , . 'I:~ ~~ REQU:RED. & I~S'A"LATIJ~ A"CHCR I I ' 2) USE SIUCON:lED ACRYUC CAULK BEHIND WINDOW FIN AT HEAD, SILL ;AMBS, #S wOOD SCREV SHCV' =+: ,Ii I SM;M AS RU'D 3) USE SIUCONIZED ACRYUC CAULK FOR PERi~\ETER SEAL AROUND EXTERiOR OF WINDOW FRANE. STUCCO OR "'l m,;~ ::> 0\ (SEE NOTES) 4) WINDOW FRAIo'E'~ATERIAL: ALUMINUM AUOY 6063. SID~~8(~~ - /W' I _ 'i i ~ <~;.~~~',1.'~.~(~~:"; [SEE SHEET 2 FeR CO'fTlNUATION DF NOTES] CAU'y~,~~V~~~ SHEA"MlNG-./ J d~ L ~* J~'>>. ',,~'V'!'<!,!'}j>.ll, REVjDESCRIPTION 'DATE) INI FLORIDA EXTRUDERSI~~~~"'~i~ii\..m~ & SHEATH.NG BY "-HERS :..iJ\'" ~:E 1(,' t"'~~" ',', B IREVISED NOTE I TO ,;c/"83IRJA CER1lF'CATE OF AUThORIZAnON '0. 92J5 SANFORD FLORlDA - >: B-",o BY '"DaD 5 ill i (' '~~ t~. ; .f-~- IADO REQU,REMEW T~ I '" ~~ BY OT",..ERS .. '\ ~ lJ ~ --;-"2"';- 'l: ,USE 'OHESNE CAuLK I T TIO DET I '1/#8 SCRE"S OR NAILS - : ~ \ ,n< .'''\ . ~71Z., ','$' it'.; A' SH'. '.OeA1'ON !TLE: I NST ALLA N A I~ . ., SECTiON A-A Iii~ '..~i:~ ,,,\q'l\\~;<,~;~.. c ,REVSED NOTE S 2/lc1 RJA HDRZ SLIDING t:'JN WI"DlJ'1i - SERIES 1000 ~ ~ '......t'tNff~~ t"~> :~~{Efo ':ii:1J=LEtTA,~;,_ ' DRAWN BY BB!APPROVED BY RJA ".."" c:c, . iAlTERNATE I DATE. 12/IO/031SCALE' N T, S.IDWG,: FlEX0028 SHEET 1 OF 2 7f "'Pi ';>7 -----1U ~' StALJI,N"!' BE:'iI"l'i:EN '---L- W1NDe"" F'RAHt: " MUlUON 1t8 x l-~J2 S(1-F TA.PP!NG SMS SECTION A-A (6} It: \ ~ \ ~"-.. SE:A1..ANi B~T""GN "--- '" tNDO '.I ,.. ~AM( " ~ULUCN *9 :c: ,-1/2 SELF ""'PING SMS SECTION A A (5) ""OOD SORE'.' 24' C C MAX, - TJ 70 PSc : p SECTiON 8-8 ~Ml' 7' O,C, ,~AX, - 46 PSF 'a 70 PSF :j" ~~AILI 10' :,C ~AX - Tel 45 ?sr ::? IMPOR,ANT INFORMATION 8r. GENERAL NOTES These notes ace pro'"ced to ensure proper inst<lllation of F!orida Extruders Milestone products and must be followed fully, "'PICA!. MULCION TO CONCRETE.. JAM6 -Il ~~A'L ~ (APPLltS iO JAMB WtiERE: ," X. 4" - -1, ,. ;..II:.; & 2" X 4" TUBt MVLUONS ARE USED) "i ~~Ng~~t~sCR MASONPY ~ i I tNST4L_ATlCIIi ANCHC~ 3h&" IJIA. TAP:::CN S1:REV ANCI1CR (1'1'P,) I r ___ EXTERNAl. M,ULLlON I ~ lNS'rAllA'rtON CU? I r l.OCO P V./DESIGNE,R r 1JOO P 'w'./DESrGNER SILL (TY~) SlLL (TYP,) "r-_lJ9 X 3/4 S(Lf i r#8 " 3/4 SELF I / TAPP1NG $I>i$ I~ / iAPprNG $J>fS I Nlr I~ "II I x 2 X If. IF III "I, I X 2 x 3/8 . r HI waE MULLION b~TCBE MUlUON ~ i''- ,r.'c'NT 'PVr.<N I ONE )y ~OOD~ \ ~ ~'~Ef~,o:.LA'GES I L BUCK BY DTkERS r:::] SE'l'NT 'ECVEEj ""-.8 X 3/' SELF I .B X 3/4 SELF ~ 1J1~DOVI:~ANGn '--- TAPPING SI"S L1<)oo $H. "'APPtNG SKS 'lOOO P~/DESIGNE~ II .. U-l.... ~OO:DS(~.YP) HEAD (iYP,) SILL ~TYP) ~~~~~~' Ft;~~glf SEe'ION A-A ( 1) SECTiON A-A (2) .. r.1JL:.1CN r ije x 3/4 SELF I r 100C P,.,uDES1GNER r 1000 P,..JDESlGNER / T AFPING SNS I SIll.. (TY~.) S[Ll (TYP) r 2 x 4 x 3/e / r.ex 3/4 SELF r~a"3/4SEL~ Jli "II TLaEMULUCN ~ / iAPPINC SMS 1 X 2 7/16 x lIS / TAPP;\iG SrMS 1 x 2 71.6 X 3/13: , I III" .11 '0 II r 1cBE "ULLlDN I " 1111 ,. Ii TuaE MutUDN 'L I I ~ .11 II r- .11 II SEALAN' BENEt.' \ I I , 1 r , II ~~~~~~r Ft"L~g~ l '- J I ~'~BE~JD~lANOE I~ I, ' I ~ . <UWON I JII II uA r ~'8" 3/4 SEL, '~.e X 3/4 SEL~ ~ \, L 1000 SH. ~Aj:.'P1NG sM'S '- WOO S.H. TAPPING SMS "-"6 X 3/4 SELF HEAD <TYP) H(~D (iYP.) T APt>1NG SJo'IS SEALA"T BENEEN SECTION A-A (3) SECTION A A ( 4) ~~~D "<~YP) SECTION A-A (7) \ ~l~~~JO~L;'NGtS \ .--1000 P,V./DE$lGNER S(At,AN'T' IlENl;:t:N SIll (TYP) ".:N~a'w'. F'...ANGES., /;9;:( 3./4 sap" ~UUI'JN / TAPPING $MS 1 X 4 X 118 1"'111 ,. II r rea€: MLlUeN Ir I~ \<L. L'" rI Tl ~ ) '\ '- ~UL UCN. \ r:::]f+-- L1 1/4' M1N. [MltEDI-,EN l' ~ ~ I'~~A 1# i DETAil C ~?P:';ES ro HE.AD '" SILL WHERE ,. x ." !< l" X <' TUSE MULL'ONS ARE USED r ;QCO ?\oI./UE:SIGNER AUXU 'ARY P' ATE S!LL (IYP) i ,::~ ~~llm::Joo'Al. ~C!iJR:S, ..f€~ !U;i;'U1REa, I I ~ -it jiiri",;r, ~ r;fjI0--evi iJJ J x 2 X liB j 1 X 2 X 3/8 I - - t '-,' II T...B( I'llJU1']N I ~ -U3( !o1ULUCN ~L" I II , ~ SOc"" ,uyee_ , I I I -' ~ I )j vINDev -cANG'S \ fifd-wJ I "'--it \-_ ' <ULLleN ~ 'E'c'"' BE'VHN'1 i .6 X 3/4 SCL' "'-'S x 3 . S[ F I ~)~E~~l!:;,'''C($ '-I:CO $". 1APPING SMS L 1000 Si< -A?PiNG "S L I ...(toD (TY?) HEAD CT,p) L-- OEACAN' 'E"'[N SEC' 0 A A (' ') SEC-iON A A (2) ,- p'",/DESIGNER I :i~eE~I;N,^NGE' ,I N - -' " - (np ) i ,-- 1000 P '.I /;:J(SIGN(R r 1000 po.... fDESIGNtR I J SILL (-y~) SILL ('!'Y?) ~ ~ '*8 X 3/4 S:'EL~ /;6 X 3/4 SD..r ~a x~ 3/4 $(:1,.' I / 'iAPP1NG SM';: l TAPPING S~S :l TAf'Plr.iG S'/o:$ 2 x " x 3/9 w;:=, X 2 7/16 x \19 II r 1 x 2 "7/16 x 3 e ~'WlI II.' Il 'r~BE MuLUDN I Jrllr ""ll I 'cBE HUL"ON / ',BE "ULLlDN ~ .il II'WJ """""" ~i 1 =.,,~,~ II I I ( ,..'NDCV r"NG($~L--l- & "UWON' I I TI ' <UWON L..J I ( ~.a x 3;' SELF I, .S X 3/' SEL, ~~ ' "---lOCl) 5.H. TAPPING SMS '--- )000 SX -APP:!'>4G S/o1$ HEAD (T ~?,) ~(AD (TY?) ~1~fib;j\t~~~nN ~CT:ON A ~ SECTION A-A (4) "\ :~P~H?~4S;i-' \ , MULueN \_ lceC S,H. SECTiON A-A \ r lOGO P IJ /DESIGN(R S~ALANT BE;W'((N r lOCO ?\v'.IDE$.JGNER HEAD cry?) \, SIll (TYP) il~~E~tNL.ANG(~\ r S1Ll (iY?) \ n /,- ~e x 3/4 SELF r #9 x ),.4 S[u.. ,- '\ II -,~PING S~S iL / TAPPING SM$ t<C'I"f: A. 9loclo:. .. E r 1 x , t.. liS I r 1 x 4 x 3/$ ~~~maO('~.W{L:27 347' 1 , L rlr~1 I Ti..B[ !-llJLLl::JN i 'Iii HI Ii I TLB( i'lOJlLl:::N ;'... U~o@'fl$o$ ~O, 5258.3 \ /1\. ,I V1 I' -, i '\JMk II Jkl=1 I I ' ~"' X J/' SELF i~'9 X J,' SEcr \......- 1;00 S,H. TAPPING SiAS "L- 1000 S 1-1. tApPING $M$ !-lEAD (TYP,) HtAD (iYP) SEC710N A-A (5) SECTION A-A (6) r taCo ~,',{ IDES1GNER SIll (Ty;:') r .~e x 3/" SELF ~ / ~ APPING SMS Jr" 111 n :1 ~iJI 1, 1t'T-ySHEAT:-Il~~G I I, II I" r \ I I' ! ii: ~ :NS-:~I,.L""I:;N ANCHO~ ~a \Joon ~/ S'CR(1.f (ryp.> ~.. ! 1~.,xr'R'<Al "lUlON I .1 ';"'S-r~LLATlON CUP "..0 g~ ",ODD I' ) kCl< BY CTHE.RS i \ j : I I I m I~,~~ I *~ I 'i-!/ L--. ) II _ II: # · 'l/8.--;:::l! I .-- EMBtDMENi i .E~ --1 'v'IE:.,...e:O FROM EXTER!CR ~ ~~~"I~ ;07/~ fte~UM~~~R~~ 1~i ';;ED ORA1l1'I BYr MSH I APPROVED BY, '.AB DhTE: 12/ 1 /03 I SCALE: NTS Towl'., lHMrLG r :000 p,I,(JJE:SIGNER SI1.L (1Y?'> r 4t9: x 3/4 SELF l / Tr.-,PP1NG SMS 1 X 4 x 3/8 I{'lU III ",' r ToBE "ClLlON l4 l. I I JI I II SEE OTHER SIDE (SHEET 2 OF 2) FOR DESI~N PRESSURE CAPACITiES -1 2 < . X 3/. \ I TUBt MULL10N ~ I , 1: 'I , I I I I i }. i ""'C',A"CN SORN ---+ ;<!!o, I I I If """" ,," I J'~ IX OR 2X ;1ULl (ivP) I ! Woyne A. Block. P.E, ~ Cle;~~n~ ~y ~:711 I '1ItWEO FROM EXTERIOR FL licen$~ No .52~83 ... IFLORIDA EXTRUDERSINTERNATIONAL,INC ;::':}.,;* i ~~O~rLO~} ITITLEr SER. 1000/1500 FLANGE SHEET 1 OF 2 HORIZONTAL MULLION SECTiJNS ~ \c; s~~~~: ~~~~6g y $. ~IJLLICN "CO s'~l . JAM' C'7Y?,) \: ==j - I r- 43 't.. 1/2 St:Lr ~T"i='?l~O SM$ , SEeT,O" A A W ~1 'I, 2: 7/15 X U8 T ~aE ~UlUON LOCO S H.-, ~AMa mp) \ i Iii ~I r , \ i ~ ..... ~' (c: :;>1 --hI X 2 7/\6 X 3/a ~cco s.~~ TU'a€ f.1I)LL1DN ",r.-,~:B (TYP) "8 x ;/2 $(...... r.. a x 'rAPPING SMS I" ~APPI~b2 S~~Le- SEALANT BtT1Jn:N \,I1N:;JD.... FLANGES Ifax l-l/2 SELf II. I'1ULLlCN T APf'ING SMS SECT,ON A-A (71 ~ I ~ I '!# rJ~tl & Ii I i AJ I + A B I I i I.S SELF 'APPrN" ..-/ S ---.J I S~SC'fy?') ~ ~ V.EWED FROM EXTE~IOR 7f !;; S~1~~~~ ~t:~6€~ y & ~ULLlC~ ~ y ~ \ SeAL-AN r snV~EN ,/ \ V:N1JCV F''-ANGtS ---Y' S. ~ULL1DN - ~a x: 1-1/2 SE:U' SECTION A-A (311A?PINO S"S T "1/ "'-- #3 X j~l/e SELF TAPP:~(j $MS SECTION A A (4.) nr' x , x v, I ! II TUB€. MULUUN Ii i 1000 SI", .../ :1 ~'(.,H) (TY?) \ : , ,W': ij -r1 x 4 X JIB iil TUBE i'lUlUON I I I I 1000 Slil i JAM) OYP) Iii I " X ,/2 SEc' ~ II : W=:~6 X 112 SELF .. APPING S/-1S ": APprNG SMS ~ :~; -- i II, ~n ~r--'~~ .J/."NI<jI/) I~ f -J ~ I~ctl~ ~ I'" c c ~ ~ ~ 8 I",'" -:.:J o . I~ uLZ i - J('!Jf:': '.<~~W U\i ill ~J! s~~;~\: }l~al~ J./ .. i"!ULUCN "" ~ \ s~~~~a;:, }l~~g --V ~ 118 X l-U2 S€:LF !, ~ULUCN itS ~ ,-1/2 SELF' 1';,ppr~ S/-l$ 7"APPING SMS A-A (5) SECTiON A A (61 :'31 .. ;>n~."/" " ~~~1 ,-(.~:~~; J~ ~, '<"f".1 .,\", _,~t'~t'lt SECTION IX OR 2X MULL I I ~L "'- I. X 3" SELF ; APP1NG S1<f$ 1000 SH. HEAD <TYP,) SECTION A A (5) ~, "'-.9 < 3/4 SEe, '- T APPZNG SMS lDOO SJ-. HEAD (i1'P) SECTION A-A (6) SECTIO~ ~ S , , I , 1--1 I I I I I (7)1 i ) I I r- ~~~B'~;~~ rlFLORIDA EXTRUDERS ~~~~o~?Rokg'f .(: I I:-<TERNATIONAL. mc ''''ff.''i'l!'' 1~' ,...--,- IrrTLE SER 1000/1500 FIN SHEET 1 OF 2 "V~I ~ ' HORIZO~'A_ MU~LION SECTIONS ,""," SEE OTHER S I DE (SI1EE- 2 LlF 2) FOR o ~, .... .. 13" : DES: GN PR:::SSIJRE CAPAC I TIES , 7 ~\ " ,(,':' I t;.,)" ." DRAWN BY MSH i APPROVED BY WAB ,;::;' I DATE: 12/ 1 /03 : SCALE, NT S iOWG,' 1 HMF I N "'"~''' " _.1'~.'T:QI'l,\NCl<.CA K8 'W'JCD seRev (~YP) ~f<.)Q:1Z.C'...1" J w <-) I- o Z lLJ o <t I- o o LL lLJ 0::: <C :J 0' if) W ~ l1..<(0::: '00:::0 LLJ l1..l1.. 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SHEET NO. ~~ I I {iJ (9 rw (/) Z o (/) > lJ..J c:: ~ '=I~@ ~ <J: CO Vi W o <.::i Z o -I ::J en o z /if ;Z o i= :;:) ..J o (/) z ~ Hi o < o 02 o ...I IJ. 0) o (Y) N o Z CO 0 Ct? ~ ~ i'- N E ~~~ o XllJO (/) <(wI ~ l1..~5 as O{Y) 11) <.::i <( NZ ~~c;jwi:s c: (Y) , -I W CC-l'<t<(1- Ol1..CdS<('" "I-U(O (/)CCr--UU::'" li~::Ji=O) ~8.Ig:ffio O'l <(0.. (/)UZ [U. , r1r<S"',1llATION iU<Cj.lOR i, ~I 3/l6' "'~ TAPCCN " S~RE'V ANC>-;QR ,':'Y?) LJ ~ /r S!LL C'L~ -'I ',-, 11" <IN. <::::J , EMB€llM(Ni "'-p~:€:CAsr sr~ Jl'r OTH~ I ~2l.ili I \FO' A'DrltNAl A"C~OR" VI'EN 1U""" I II ~iI~Loj 4 !"CLUO" I I . Ii i LL -if I i FLORIDA EXTRUDERS I~1~~NtiWEW'~i I SANFORD FLORIDA I'TITLE:SER 1000/1500 FLANGE SHEET 1 OF 2 VERTICAL MULLION INTO HORIZONTAL , I SEE OTHER S I DE (SHEET 2 :;F 2)' FOR i DESIGN P~ESSURE CAPACITIES :DRAWN BY, :4SH f APPROVED BYr '.AS 'DATE: 12/ 1 /03 I SCALE: NTS ID'lfG 1 VMHMFLG z o U1 > - o <t C ~ CJ ..J IJ.. ..J <( ~ I- Z W Z tJ 0 o \D I (f) -I - <( ~ LlJ o S-14 LAST PLOT DATE October 11/ 2004 - -I <1: 0::: I- ~ o (/) (/) o -I{Y) COo Wr-- <.::iN Z{Y) <(-I 0:::l1.. O~ (/)0- 11)0 '<to.. 0)<( W U [f~ 0l1.. {Y)'<t (Y)O ('I1{Y) NN 00 coco coco r'~ 00 '<t<;t '<t o o N .., .-rl ... C) .0 o ...- u o W I- <( o o o \D w ~ :J U1 o ~ .... I:' .... I:' I N IDlil o I \D ID rJ\D M t' I ..J M IJ.. .... <t CO 0. I .... I <t I- o > ..J [I] W ll: o I U1 ~ U1 W ~ o z W " Z V5~~ 0 Wf-(f)W::J OZ(f):::!<:l: o-:r> ~2t=$(/) <:l:NWo::~ ".-rl~Oo zo::ooo ~OwW() ~u... -Jf- D:::O~L;5z 0::JD:::(f):=r! 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Q)c8 - 'On u:: cu.- - a...ent2 oG>w e'Cu [ ~ 7~~ *" ~ c:::::J 0 ~<(aJ en w o ~ z o -I :::) co w 2 l1..<(0::: '00:::0 LLJ l1..l1.. ~W"",I- O""'Z 2-0::) x~o:::o O::)l1..u O:::ozu o.."",w<( 0..""'~1- <(0<(0 wO:::l-z o:::l.J...w <(zo::o OW<(O W~(/)o I-~ZZ o 0<( ::)w-w O'o:::(/)"'" <(z"'" ~(/)w<(z ~z~a:O ~Qooi= O(/)O:::I-(J oi550~::J l1.."",o::uo.. w:::;woo.. 0:::01-03<( <(-I~ -I ::)-1 0:::-1 0' <( (/)' 0 <t:~ (/)0:::-1......... -Iw-lO ....J>~zO::: <(0:><(0 MASONRY INSTALLATION lLJ () I- o Z lLJ c.=J <C I- o ft lLJ 0::: <t: :::> o if) CONCRETE OR ~ ~ MASONRY OPENING / ~ BY OTHERS / ' I i1 \ \ CAULk BET\,jEEN HOOK STRIP 8.- 'wOOD BUCK 2X4, 2X6, OR 2X8 \lD~ ~ BY OTHERS (NOTE 6) ~ WSTALLATIm~ ANCHOR ~ I \' #8 'w'OOD SCREW' CTiP) I \ (NOTE 23) \ (ANCHORs SHOwN IN SAHE PLANE FOR CLARITY O~L Y, HOOK STRIP ANCHOR HOLES SPACED 2' APART ON OPPOSITE F'LANGES> CAULK BETW'EE~ INSTALLATION ANCHOR INSTALLATION ANCHOR wOOD BUCK 8. I 3/16K DIA, TAPPER #8 W'OOD SCREW' (TYP, \.JHERE MAS'Y, OPENING (NOTE 17) TAPPERS ARE NoT7 BY OTHERS \ CONCRETE DR ONE BY wOOD REQ'D, - NOTE 22) MASONRY OPENIN'~G r- BUCK BY OTHERS CAULK BET'dEEN BY OTHERSI (NOTE 11 & 12) ~ DOOR FLANGE SHIM AS .Q 8. wOOD BUCK REQ'D LID 4 PERH'lETER (SEE ,) SLIDING GLA~S ',,- CAULK BY 'V I NOTES) / I : DOOR F~AA~EB \ ----, , "l 1 1/4' ("1 IN, _ ,VI OTHERS \ DvfBEDt>MEN_T 11/4' MAX, 'V I SHIN SPACE-~:= . '~~ ~ - ______ ,/ _ ~ I --.J/ U ~~~ -- :.----r-- r----- ,~ ::31 I, STUCCO ~ I U\~ i l BY OTHERS ~ II 'II IJI III -- _1/4' MAX SHIM SPACE 1 1/4' MIN, I............--.-i--EMBEDMENT ONE BY wOOD BUCK BY OTHERS (NOTE 11 8. 1ji3'\ /~ '\ ,~ I CAULK BEH/EEN ~ I wOOD BUCK 8. I ,..___ MAS'Y, DPENIi'IG '~ BY OTHERS j..-- SHIM AS REQ'D, r-r' ~ (SEE j'lOTES) 7\ ~--::::::::;;> ~ INSTALLATION ""NCHOR 3/16' DIA, TAPPER (i'WTE 17) \ <:J ~CAULK BET\,.,IEEN \~ DOOR FLANGE ~.. 8< \.JOOD BUCK PERIMETER ......~>. ~ CAULK BY ----- '\ CONCRETE OR OTHERS ,~\- MASONRY OPENING .~ SG,D, \.JIDTH _ BY OTHERS STUCCO BY OTHERS ....J <a: 0::: I- ~ _0 (/) / (/) W o ~ -I('I")l1..>< alOl1..<( w r-- 0 l1.. ~N (Y)'<t z{Y) {Y)O <(-I{Y){Y) O:::LL NN. o - 00 '~CX)CO (jJ (/) 0.. o;l o;l 11) 0 r-- r-- '<t 0.. 0 0 (1.~ O'l <( <;t <;t .1 1 1/8' MIi'0 I 1 t EMBEDME:NT "", ,\, CTYP) <J "" SLIDING GLASS DOOR -" I'. / \ ~.1 ~ "" HOOK STRIP " "'\... :! \, <J '" '! '\ A.", '-\ ";> rLJ'V :Ii ~ '",", ~ 3/4' MAX, \,\,\ ",<c:.... -r TEMPERED GL~ASS U ~ I I (T Y P .) :;;;;:::= .............. L C' l --'~ ~~ug~~ERS ~ II _ SLIDING GLASS DOOR ~ INTERLOCK HOOK STRIP DETAIL IMPORTANT INFORMATION & GENERAL NOTES I'~~ ~ rJ:J _ TEMPERED GLASS CTYP,) INSTALLATION ANCHOR j #8 SCRE\.! 'wOOD (TYP, wHERE TAPPERS ARE NOT REQ'D, - NOTE 22) !i! ~ 000 1-, (/) ~ ~ ~ ~ z w <( (.l)...-l ....~ zoO::: N (.l) VI ~Oi=g O...-l~ Z ffiz<(u w5Q:gii 0 w <( ~ ~ :r::r: ~ I- ~~~Z I-I-...ILI.i ;; l':JO:::~O 0:::l1..1.LQ. ...J zWo..-I 00.. 0 LUO(/)S(/)l1..z~ffi en wZ(/)cozoo ~C :r: ::J z w Q ::J i= Z c:: Z I- 0 <!' :r: (/) ..... 0::: ~::J ,." l1..z..J -.....O;>fXl - O<(o..~~~o..~ . en I- w -I I- 0::: 0 ....J CQ""' ~ (/) ~ <( - <(...J.... wo0:::3{Y)oZa:::...:lJJ ..-# al w ::J <( ::J ..... <( - W-lI->-OOI-...J:I: 0 X3UctNwUO::U ;;:; i-- 0 ::) "'" I Z ::) c(;:; 01olo O:::""'I-~O:::O..::: ~~~8~en~DD ~ ~ O'l o (Y) N Z o Q ...: ~ ~ I- b(/)~ ~ ~ ;~~ ~ g;{Y)l1..~5 ;i 05011)~<( '- Q) r-- ~ i55 0l1.. C) 'a,QNN .c C{Y)~<i!W .8 ~ -I rl 0::: I- U Ol1..CO::J(Jrl 0 'ror-:-I--<D (/)~OU~rl n. '<t ::) I- O'l W rl 0 0::: 0::: ' I- 11) n.:r: I- W 0 <( O'l <( 0.. (/) U Z 0 SLIDING GLASS DOOR FRAHE HEAD ~ ~TEMPERED GLASS (TYP) SECTION A-A SECTION B-B These notes are provided to ensure proper installation of Florida Extruders Milestone products and must be followed fully. '" "" DOOR HEIGHT GENERAL INSTALLATION INSTRUCTIONS A1 I I # # i& I I . ! . B I B I i & A--l & EXTFRIOR ELEVATIO~'l 2 PANEL DOOR SHOwN (SEE NOTES 8, 9 8. 10) & CAULKING AT FASTENER HOLES REQUIRED (SEE NOTE 2), -" I SLIDING GLASS DOOR FRAME ~ SILL 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWA8LE 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. LIBERALLY APPLY SILICONIZED ACRYLIC CAULKING UNDER SILL OR SET SILL IN BED OF WET CONCRETE. CAULK BETYv'EEN BACK CORNER OF SILL RISER AND CONCRETE, CAULK ALL FASTENER HOLES PRlOR TO INSTALLING FASTENER AND AROUND HEAD AFTER INSTALLATION. 3) USE SILlCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERlOR OF DOOR AND BE lINE EN HOOK STRIP & BUCK FOR POCKET DOORS, 4) JAMB AND SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER, 5) DOOR FRAME MATERlAL; ALUMINUM ALLOY 6063. 6) TWO BY WOOD BUCK AND/OR FRAMING AT THE HOOKSTRIP TO BE SECURELY FASTENED TO TRANSfER THE LOAD TO THE MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE PER FOC, SECTION 1707.4.4.2 AND THE ENGINEER OF RECORD'S DtTAlLS, 7) FLORlDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 500 AND 2DOO SERIES SLIDING GlASS DOORS. 8) WHERE "X" REPRESENTS MOVING PANEL AND "0" REPRESENTS FIXED PANEL, APPROVED CONFIGURATIONS ARE AS LISTED ON THE ANCHOR INSTALLATION CHART, CAULKING & REQUIRED (SEE NOTE 7 r1~ if 1/2' t1 t1 -t b 1 ^ E:BEDME:J 1-114' MIN, j 0 0 Z \D 0 w - I- U1 - 0 - ::J ~ > U1 i:' - .... (J . t' a .... > I N . ~ ...J lJ' III () IlJ 0 I - \JJ ID ~ w [l'] \D 0 0:: [l'] t' ..J 0 I I.J.. J: ..J [l'] U1 La. ..... ..J I- <l: OJ ~ U1 0. I ~ W ..... ~ ~ I- <l: Z . I- W Z [J 0 0 \D 0 Z W S:2(./)0 (./)I- 0 W;--(./)W::J OZ(./)::::!<t a-I> ~::::Et::~(./) <(C\lWa::~ "''''''~OO ~a::OOO ~E2wWU ~O~~~ O::Ja::(./)1i:! ~;:;;WOO:: I(/)G::Z::l ;--_<(<(u j ,---,I I '--1 , & 1/4' MAX SHIM SPACE] , ~ t Q J ~r t " Q [SEE SHEET 2 FOR CONTINUATION Of NOTES] c.-?.c.b~'~'}'>~:"~;'" i,;"';,~',:.; ,,!,-.' iJ", /..l~ it,la. ,/"",- ~ t I!: (<... ._'({&:{)'~ <.; ,~::/', (. !.Qq, \~ )- ~ r. 1<("" . ,~"J,.K"'/}M'! ' · \ J't .~ ' :.: ,("-"".~ ,".' 't~'" ',' : ~M"'M_-t~ r, 3 I ,',' ""'" '0' /,'If" ".>>%7 ,/7 '. ,,). . i ,.,' " ~l&"';-. "'w"':~,' /. ~,. ~~ .", ~~' " / /!4t.~ ! '. ,P"1 :.~, w,,?' .liJ v ",If ~ ,l~~.riJ .,.~l-f;,/':' ,~ ,', ",,_ " ,~i<g.;'it~~:- " +$', ,,,.,v"1{l'~""" .';;,,"''E'l"10.. ~ ~(,,/ ",.,., .,,/,. ,v' '," .',/,-...._'i( ~......-.,?..<'(. rNS~ ALLATION ~CHaR' ~ #8 \,100D SCREw W'/PLAsnJ \ ANCHOR CTYP, wHERE \ ,6. TAPPERS ARE NOT REQ'D. \ ~ SEE NOTE 22> --1; LlBERAlL Y APPL Y I CAULKING UNDER SILL OR SET SILL IN BED or CONCRETE (SEE NOTE 2), SHIM AS REQUIRED (SEE NOTE 1), Dt \ l \ L, N . v.; We-. n.:~ o. ~~ O::w o{/) ~Q .U -':J I-w [Sn. ~~ REV DESCRIPTION DATE INI FLORIDA EXrrRUDERS INTERNATIONAL, INC REYISf:D NOTES 1 2 3 6. RJA ,2540 JEWETT LANE B 11, 12. 13, 16,22,'23' &' 12/18/03 , CERTIFICATE OF AUTHORiZATION NO 9235 SANFORD FLORIDA ~tv~~g ~~~~E6ND/OR TITLE: SLIDIi'iG GLASS DOOR 500, 1000 8. 2000 REFERENCES AND/OR MASONRY INST ALLA nON \,,,jITH (\!Oi\j-STRUCTURAL ILLUSTRATiONS. RENUMBERED BUCK Ai'iD TAPPERS NOTES 6 TO 10 AND " REVISED REFERt:NCES TO DRAWN BY' BB i APPROVED BY' RJA THE.'SE NOTES REVISED .:. ~~:~Et ~~~R~xX DATE: 12/18/03 I SCALE: NTS DWG #: FLEX0021 SHEET 1 OF 2 INSTALLATION ANCHOR 3/16K DIA TAPPER (f\IOTE 17) CONCRETE OR MASONRY OPENING BY OTHERS FRAME INSTALLATION SHIM AS RE'Q'D (SEE NOTES> CAULK BETwEEN DOOR FLANGE 8, SHEA THING INSTALLATION ANCHOR #8 wOOD SCREw (NOTE 21) SHEA THH~G - BY OTHERS I TwO BY wOOD SLIDING BY OTHERS DOOR (NOTE 6) ;\ r 114' MAX / I SHIM SPI>CE GLASS F RAHE --'\ JAMB \ t:1 CAULK BETwEEN HOOK STRIP 8. 'wOOD BUCi< N II/~ rM1\ I-~lI8' MIN~ U \EMBEDMENT I' [ SLIDING GLASS - DOOR FRAME HEAD =1= lI~ / STUCCO ----1 DR SIDING BY OTHERS 0>~ 'Im.fr ~ i I W MAX C"J(j) L!)Z NO ~(j) > w a::: PERIMETER --.-J CAULK BY OTHERS ',,-- TEMPERED v. GLASS CTYP,) PERIMETER CAULK BY OTHERS STUCCO OR SIDING BY OTHERS IMPORTANT INFORMATION & GENERAL NOTES These notes are provided to ensure proper installation of Florida Extruders Milestone prodUcts and must be followed fully. '^' >>" DOOR HEIGHT lLJ ~ 0 0::: () >-l.J...z zl-O - <(z- I- zw~ -(/)> OZ:- 0 woo uu<( Z :::)zo Ow 0:: of-O I- O:::f-....J 0..-l1.. I wO:::-I 0:::3<( (!) wwO::: a:l:r:~ - f-f-w 0::: ~~C: >-00... >- <(:r:o::: ;2t:::0 a.. z:3u ::5O:::w 0 w~ o..zo () (/)z:r: -<((/) ~~::J SECTION B- B & CAULKING AT FASTENER HOLES REQUIRED (SEE NOTE 2), CAULKING & REQUIRED _ (SEE NOTE 2), 1Al #1#' I I B A-J & EXTERIOR ELEVATION 2 PANEL DOOR SHOwN (SEE NOTES 81 9 & 10) U) --.J - ~ W o GENERAL INSTALLATION INSTRUCTIONS ~lJ] r I 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX, ALLOWABLE SHIM STACK TO &:, BE 1/4", LOAD BEARING SHIM AT SILL MUST BE PRESSURE TREATED WOOD OR PLASTIC AND MUST BE COMPLETELY ENCAPSULATED IN CAULKING OR SET INTO WET CONCRETE. . 2) USE SILICONIZED ACRYUC CAULK BEHIND DOOR FLANGE AT HEAD & JAMBS. LlBERALLY APPLY SIUCONIZED 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 BETWEEN HOOK STRIP & BUCK FOR POCKET DOORS. 4) JAMB AND SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER, 5) DOOR FRAME 1'-1ATERIAL: ALUMINUM ALLOY 6063, i'::\ 6) TWO BY WOOD BUCK AND/O~ FRAMING AT THE HEAD, JAMB AND HOOKSTRIP TO BE SECURELY FASTENED TO ill TRANSFER THE LOAD TO THE WOOD OR APPROVED FRAMING MEMBERS PER FBC, SECTION 1707.4.4.3 AND THE ENGINEER OF RECORD'S DETAILS, ;, SLIDING GLASS DOOR FRAME \ SILL & 1/44 MAX] ~?}, SHIM SPACE lJLJ ". Ji I 7' I tL 1I2b ~ EMBEDMENT I 1-1/4'" MH~, w ~ <( Z Z <( -.l Q.. J t Q t> t1 t:. <1 ~, b f~ t1 '" \> " t ~ 0.. 0::: o () W ~ o :r: (/) :::) (Y) o o N @) SHEET NO. [SEE SHEET 2 FOR CONTINUATION OF NOTES] ~>'It INSTALLATION ANCHOR tiB \./OOD SCR.EV 111 IPLASnC ANCHOR <TYP, VlHERE TAPPERS ARE NOT REQ'D, & SEE NOTE 20) - LIBERALLY APPLY CAUlkING UNDER SILL OR SET SILL IN, BED OF CONCRETE (SEE NOTE 2) SHIM AS REQUIRED (SEE NOTE 1), ,1. l INSTALLATIm~ M,JCHOR 3/16' DIA, TAPPER (NOTE 15) CONCRETE DR L- MASONRY OPENING BY OTHERS N ,v.; w.J~ '0'> Cl.... 0'. (/)0 ::)2 O::w o(/) ~Q ,U ""?.:J I-w on. 8:5 0::.... 1;.' ,jJ) ~,~ :~/.~ ~j % (J , , " r,~"""M- --fQJ H . 'f ,;;ft:?- ? , "'<i,,-l/~' ..../ ~- Y,~ ~ ~ +? 4'~'~f("it::j.~ ,~/ '., ?!t1'lt$. ~,.""/,.",,h 'Vk'l"~''f....'",.;,~i: "'~:;.~~~ .,,;...'" ~ ;l( ~ 9''' l' ~ ~~ FLO RID A EXTR UD E RS I~~~~N7J~O:~L'J~~' SANFORD. FLORIDA TITLE: SLIDING GLASS DOOR 500, 1000 & 2000 FRAME INST Al_LA TION \JITH #8 SCRE\/S "iV ~ ~ ~; Iy~\ / ~I / '~' ' ill' t. " + {'<','.' . $t..."i' J. ~f' \- " ~, REV DESCRIPTION DATE INI B 5-15 ~~W) :O}JsA!16 ~DgED6, ", 12/18/03 RJA AND/OR REY~ED RELATED REFEReNCES ANDIOR IWJSTRA110NS. ADDE.D ~CTE 20 AND RELATED I ILLUSTPAnONS. RENUMBERtD NOTES 6 TO ! 0 &: 21 TO 29 AND REViSED REfERENCES TO j NESt: NOTES. REVISED I II TAPPERS fOR 90XX J-PANEL I DOORS. CERTIFICATE OF AUTHORIZATION NO. 9235 .""'2' ~" LAST PLOT DATE October 11, 2004 I i APPROVED BY: RJA NTS IDWG #: FUX0027 SHT 1 OF 2 , \: DRAWN BY: BB IoATE: 12/18/03 I 'I SECTIO~J A-A I. iSCALE: SGD INSTALLATION INSTRUCTIONS (MILESTONE) --- ---- - --~--~ ---------~-- MIAM(.bAJ~ - , IH.,tLOL"G CODE COMPLl:\NCE DHICE (BeCD} PRODUCT CON fROL DIVISION ~HA.:\lI.DADE COUNTY, FLORiDA METRO-DADE FLAGLER BlTLDING 140 WEST FLAGLER STREE r, SUITE 1603 MlA1vlI, FLORiDA 33130-156, (305) 37$-2901 FAX (305) 375-2908 , NO n~E OF ACCEPTANCE (NOA) CertainTeed Corporation 1400 l'ni<tu Meeting Road BIlle Beil, PA 19422 SCOPE: This NOA HI bnng Issued under the applicable rules and. regulations governing the use of constructlOll matenals" 111C documentatlOn submitted has been reviewed by Miaull.Dade County Product Control Di\ision and accepted by thc Board of Rules and Appeals (BORA) to be used 1n Miami Dade County and other "reas where allo\'..ed by the Authority Haying Jurisdiction (AHJ). This ~OA shall not be valid after the expl!ation date stated below. The Miami.Dade County Product Control Drl/lsion (In Mianu Dade County) and/or the AUJ (m areas other than Ml:'lTui Dade County) reserve the right to have this product or material tested for quahty assuranCe purposes. If this product or material falls to perform tn the accepted manner, the manufiKturer \~111 incur the expense of such testing and the AID may hmnedtately revoke, modify, or suspend the use of such proouct or matenal \'IiUiin their jurIsdiction. BORA reserves the right to reyoke L'f1is acceptance, if 1t is determmed by Miami'Dade County Product Control Division that this product or matenal falls to meet the requirements of the appl1cable bU1lding code. This product 1S approved as described herein, and has been designed ~o comply \'lith the Hig.l-t Vdocity HUlncane Zone of the Flonda BUllding Cooe. DESCRIPTION: tandmark 30 (and-AR) (and WideTrack QB), I~andmark 40 (and-AR) (and \VideIrack QB) and Landmark SO (aud-AR) (and WldeTu<:k QB) LABELL,\;G: Each umt shall bear a peunaneut label wlt.b the manufactur.::r's name or logo. Clty, state and foJ1owmg statemer,t. ~Mianll-Dade County Product Control Approved", lIDless otherw1se noted hhein RE..~EWAL o1't111s NOA shaH be considered after a rene\'lal apphcation has been filed and there has been no change 111 the appll~~bJ~.b~!li:lin&s.~1de n~a1i,,~Jy~tJ~ctip.g the performance of this product. ___ ___ ___ TERHL~A110N o1't11s NOA wlll oc\.'ur after the expiration date or if thel e has been a le,.islon or change m the matetials, use, andlor manufacture of the product or process_ Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically tem1il,ate this NOt\. Fallme to comply 'i\ Ith any section of this NOA shall be C..Use for terminahon and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami.Dade County, Florida, and followed by thc exp1r<ition date may be displayed In advertismg l1t.:'!ature. If any portJon of1he NOA is dlsplayed, then It shall be done in its entirety. INSPEC110~: A copy of this entire NOA shall be proVlded to the user by tbe mamlfactun:r or its distnbutors and shall be a\ alJable for im-pectlon at the Job 8lte at the request of the Budding Offi':laJ. '11:1s NOA conSists of pages 1 through 4. The submitted documentation was revjewed by Ff'ank Zuloaga, RRC 9 ,., <;;> : .~:~ " . ,:,I , ~o.\ 1\'\}.: 02-1219,03 ExpiratiQIl Date: 02/28/01 Approval Date; 03/27.'03 Page 1 of 4 6. LABELiNG 6.1 Sl'ungles shall be labeled with the Miami,Dade logo or the \,ordmg "Miarm-Dade CQunty Product Control Appro,ed". 7. BVn~l)J~G PERMIT REQVIRElUEI\'iS 7.1 ApplicatlOn for buIlding penmt shall be accompanied by copies of the follo\>'mg: 7.1.1 This NOl1ce of Acceptance. 7.1.2 Any other documents required by lhe Bedding Official or the a-ppl1cable code in "rcler to pro~~ly evaluate the installation of this system. DETAIL A Rake Edge 5 5/81 J55~1. - 5 5/8--{ 161/4 "I CERT AINTEED LANDMARK SO, 40, 50 Al! dimensions shown are in inches 5 5!8[ 27 112 -55/8""1 I Lstarter ---- Eav€s 8 .. '=>.,.- .. :;;4.~:--; ?! ' l'iOA No.: 02-LH9.03 Expiration DatE': 02/2&/01 Appl'Qul Date: 03/27,03 Page 3 of 4 ROOFL~G ASSE)lBL y ApPROVAL Roofll1g 07310 Asphalt Shmg1es DuneuSlonal Wood Categon: Sub-Cat€'gory: Matnials Deck T, "Pe: 1. SCOPE This re.1SCS CnutnTeed Landmark 30 and AR (and Wide frack QB), CertainTe~d Landmark 40 and AR (and WideTrack QB), CertainTeed Landmark 50 and AR (and \\'ideTrack QB) Shi.ngles as manufactured by C(;rtainT€cd Corporation descnbed 1n SectlOn 2 of this NotIce of Acceptance. Z. PRODL'CT DESCRIPTION Prodlli Dimensions f"l! Specificatton~ PJoduct Description Cett~'llnteoo Landmark 30 and 13\1." x 38 %" AR (al,d WideTr.Kk QB) Certain teed Laudmark40 and 13\1.' x';8 %" AR (and WldeTrack QB) Certamteed Landmmk 50 and 13Y4" x 38~" AR (and WldeTrack QB) Accessory Shmgles nmom A heavy \\elght~ 2471b/sq, dimensional asphalt shmgle. A heavy v,tlght, 264lb/sq, dlmensional asphalt shmgle_ A heavy \\ eight, 2961b/sq, dimens10nal asphalt sh'ngle. Accessory shwgJes for hip, ridge and stcuter strip i:lpphcaltons_ PA 110 FA llO PA 110 propfletary 3. EVlDEN<..:E SUBMITTED: fest Agency fest Identifi~r Pate 04/02/01 01/12/01 11 /12/02 Test Name/Report UndCl'\\cuters Laboratorie", Inc. PRl Asphalt Tec''\I101ogies, Inc, R6S4 PCTC-Ol.02-01 CTC-006-02..o1 UL i90 PAI00 Vndef\'YTIters Laboratories, fnc. 94!'i'K.%32 __ 021\'K4241L. Wind uplIft remtance PA 107 11130/00 _U/08i02 4. LlMITA n Ol'iS 4.1 Fne claSSIfication IS not part of this acceptance; refer to Materials Director)' for fire ratings of this proouct, Shall not be Installed on roof mean heIghts Tn excess of 33 ft. a cuneut Approved Roofing 5. 4.1 L'iSTALL\ nON 5.1 Shingks shall be installed 111 compliance \.ith R()Ofing ApphcatlOn Standard RAS 115. 5.2 Flashing shall be in accoldance wlth Roofing Application Standard RAS 115 5,3 The manufactmer shall prO\ide dearly wnttm application mstrl.lchons. 5.4 Exposure and course layout shall be m compliCU1ce WIth Detall 'A', attached. ~.s N;llhng shall be In compltance with DetaIl 'B', attacl1...>d., ..~: ... . ~ ~;t . :\0'\ No.: 02.1219.03 Expirathm Date: OZ/28,G1 Appro\ al Date: 03/21,03 Page 2 of 4 DETAIL B \-- ;.. -- -, 382>14' ----- 12" -- '1 I --143/4" --l---12" ----..-4 ~---r I 1 .. 13 ~ 14" \ I r 6118 j 1 5518" Exposure l LANDMARK 30, 40. 50 (AND AR) ... /?;: Nttilmg area fOf "low ape! ~tal1darcr &top~ \from ~.5 ":2 1Q 21 1~) H.~ t>eMe~n upp~' &. lowei' (>ail [mil$, 12" ----...+-.------143/4" .. -t..-- 12" ~ -- 1" _~J~~__ 1 , WIDE ......{, ~ ~ ~~~NG U 5:D.. ~ D" < Exposure1_cJ _ _ __1-_ ______ LANDMARK 30, 40. 50 (AND AR) - WIDETRACK OS (tow and Standard Slope) 38 3/4" ":!.:W//7'74<,;<~>;q-77/L;~~~:~~:7Z~h~ ----- -....., Nau.ng a~ fof' "'"'st~p" ,lif.();w$ (gf~at9, th31i ~1 ~ 2} N.a.a ~~er1 tettOJT' 2 (\J~ ltl\-es ________~-T___ I I 13114" 14 314" -- - 1 Z" -.~.. --. "'r ... /\ ..~~ ~~ \. I \ .... "' 1 t~ L1 ~~~rJ LP.ND~<\ARK 30,40, 5Q (AND AR). WIDETR~CK Q8 (Steep Slope) I B 118" I --1--1- END OF IIllS ACCEPTA1\CE NOA No.: 02-1219.03 E!piration Date: 02128i{)7 Approval Date: 03/27'03 Pag.. 4 of 4 \~\~'fEl{ \j{'\t }l P I 1 (\ ~) K" '\ \. '\ '\ LAMINATED SHINGLES ,~~t Sn ()liRH-\)KH.:). IANDMAkK S [kllS WOOI)K~f!" milS !wE KK D'l~~~)k:: tiS lANDM>\RX lUllS. fIRtHA\f' AND UCHlTfCi SO [,' ..... \<0 J:;\'TJ flfl<Ot(.H ,nl (~,)l RSf.S: <-' ~ J 1.,t . ,....~~ O~E :(.)t.f (}~ff{ Mir~Oa [OR IH'R;c C,lhU~q(}~ HI!) U~i'MHK il ,,.LNCW; "~~~ ~ l ... K \ ),( ~ "l " \; ( , (e ~ ,,~x '" ~~1 ~'\ _ ;.t v'_... ~---',} .\ c:_-\.___-~~--- ^';:">~i 0~f :; ;<, ~~ ~ ~A~IC' ~l:!l t~ l"t* ~. ,. _.::.. ,- - -.---~.~':i.'":::: ~' . ' ---~ -J,"'(- 3~ -.' ---:--:.-' \ Vi\" -~..--': '- < """-::' ----". /', _-:-0.- --:;.__- \ / ;r'~r-:__ _ - --- ,_ ,.;' I '\ _---- ;' )'\ \\ -_.-~\- / \\<~. ;;..----"\ '~;..<o hr t{.d~ 1,- ,*,~ fASWI1!{{; "'~~" T~~ O1r{'fl~ ~~fl<t\~ "....,. " ^'f' ~l::c- S~il~t'A~~ $.\>\ NOllSH DIM,MSIO~S oIHRI( GIMtM$lO~ \-'. AHOA\ARK n DIIl\!<<StONS )~ 3')) nlll(k,.;[ '<11 W(1(~H, ~~ 01H no', 1)!(K Htu(AT;C~ ~~n~oo FOR ~W'R'( 1l!Mf~SlOW OJ "~::3'<"'1 ~i>i~ l~;,!)~UK H {l3<,' r to') $r\!~on, ....~-- " l >," ": - "' - -..--;: -~-~;:~ "'"\ '~... - --:..::::;..-=:- \.- /Y1\~;;"-:~;-5---\- ,Y j \ \:__\, ;,.-_- /10\ \\ .--.\-----'C Y j/ \ \ \ ~-~--...~ ~'~. (Of '1,'H.... !:~Iy../:lC'<''''"''''''llI "*ttk:~,<<,.'>4l: 1 ~~ IH }W~r 5~0 If (HG~~ OIM!kSlONS _ h~ i".~ ' LANDIMRK n OIMf~SIV~$ '" \,0!{((,PR\.f~~ I> 1" .., j;. (<,~) ~ i'\ l \; I..< t ~ ~ 1 e t, <; A ~'ll \0: M ~ ~ t. ~ ^"'"~ '~~ ,,~~~, Q!\f ClHlHHrK ~PH!O.HO~ h~,Ti'lOO FOR fUGliSH t:'ikWiS-101f !i1'1~Cm "'"'~...... ". ,~I~\~ "j<'e (j.... \'" t. ~1'1'\~(<l,i\',;:", <<~&".I.~ "-"',,.""" 1 i~ ",,,,,,,*,-~,,,,, OI,IMH,( HA)1-i:/iG -''''~ ",*,~ 0Mf lN~f.OVt~ ftmWOD fOil UiCt.f$t{ ;:'Fmi~lO~ S!iIM1J:m ~~ ~ ) "" ~ ~-h ".... 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'4_.J I) !j ;1 B I,' j! \1 ,1 'i , :j 'I 11 :1 ,_~ ~_--.lL-=-,=~ GENLR,6,L ALUi'-111'~t,;i'1 CORP CARRO\..(. T ON, fe:>,,~S nt", FlN HCRJZQNAl MULl.1DN "'STf,l.LAT!tlN bEfAll t~t..Ui'o~!NUI4 IUS-€: t+'..ltl.!ON, 0:r !lO, 1447 ~ ~...._.. f""" Ell I"""""."'" 1"''''3.<l7/0? v"'" ,,--- \=.. hAl.>- I"""', ,,- t..... ~'"';;.~,~, r '<T=I~::~I f/#' d-d'1l!f.r' , f,c' f:" l" [V?\ T I Of\! ~n(!~ ~,. ~ l~"""',,;y~ 'J'i<:1'~ t':>> ll!l~,tl~ O<X:W"... :<...r~..., ~;:)l\\1t ~l-#. }~ ~n.ws~ 0" ~W')~.~ TYPICAL MULL. INSTALLA-rION - IN$TA.u..An{lN-~ il;-rt~1 J 1~1I01 BEN-040S1 ANCHOR / H1 (lW,) / tli i! i .-- ~VW(lj.j DIE NQ. j~_Z "U" '^" .~ f. "" U"" 1'[1 11 I / tS1iOm-l) Ml.il..!JON Cie ANC):;QR .-' !'-'1"l ",,,,l v,,~, I' it '../' NO, 1441.; MAY ~'@II ~ *; "50 '" ''''' :.- r-r..~'r~* _JLtL~~~-1 ,;! ~ .." " y~~" ~ ~~O~S CQ1>iCRETe: OR MAOONPY --.-- '" 4" u.. lJ--~--T SliSSTAA Ie $fI,()1/iN, wooo "', - ~ .', FRA~'e: SUaSTRAT;:: A.LS() Af'?lIl:S .-.. SECTION B-B ,.,.... '\ NO rES; ----.. ----~ , fRAMr-'J,~~~' ~l~:3~ 144~ & {~~~t~J~1~'11l~ e~~"l~"J\J~~ ~~~V/>lr>t~k~~1a~tlt')~~\, (1"1'?,) Z} 1M ~<.\SONR'f (;o,'lS'iRU~r\a.'i.. .'\1t..CU !.l'JWQN TO $'..HSS1AAT'- \1l:'lH ~fll;" . 0\,<\, OONCE~ll!; SCI\EW NledOR CF Sltf'l'ICllitl1' U\'i. TOI\/A;':Vt l-l/~. MM. CMBEOMot'l' INT~ C~(ra 6,~ MASONRY. J) I>> iVOOf) fAAMt Q<)NSi'~~rl()N. ATTACH MtWo.'l 10 SWS7RATl> LlQNG ~<) stRtWS ell stil''l:'lClEN'T \.TH, '!O ACHIEve: 1-3/11" M!.'l. Et<SWI,,'<.'NT lNil) W$OI) liRAWlQ, 4> i$JLl,.'C4"l '" tTACHMO/T IN SECll(}~~ {Hi! l~ m\ A,. HlrAD ,I, SIl.\.. !>) INS1AUAT!()tIt Of M\,II,UC."I AS SHOIW4 Cl'l ,'fj)$ SHE:!:1 COMPUSS ~1H 1!-il!; 2001 f'l.Q.'lIPA IlOlN~ eWE: ~'lH ~ RiVl~$. MI.JlUCN OE$l(iJ:l ~~e <II SP'l<CINQ, tAA.lJOl>! A[>{CHORS AfW. Otst"',.... iSM ?$F. I'l' IS 'll-ll! ~SPONSla'\,Ji\' or 01l1f:R$ f./C! ON A Sf>~~l'lO $~ME. SECTION A~..A --,~_-....---- ~"=-m=t ! :e I i'<) 1\) 1\ /' /A,~r~ l /;,1: :r:<J c v ! /1 .w;\ I.W GENERAL ALUMINUM CORP. CAAROl.J..TON. TEXAS tlM'f~i ~'iTCAt MUU.l~ AlUMINUM R<< MUttlON, OM!: NO. 14<tZ ..w. ----tii!lli is.l' l"'~'...:--- '~~/Z1/02 ~'_u_l~ l;At.E 1~~-'-- 1~19~_W; 8"...) EXTERIOR E.~EVA TIOi!. '," , -". f';~t6.~~~~.1tl~~I(4~-t,~~)it<.... ~~-~ n3J:~t~ 1l1W "'" ~ ,---. iNST AlLA nON S~(; N01€S -1 i I AN.CHOR IIa !. il(3 .. I , -~ / (T'l'?,' r- ;111LUON 1;> 41 t-'~E~g~ - \ !II': NU, tHS ? nRACKET r--r \ .. INSiAtLATIOl>l 'WI DO\,' ~ [ H\,IlUON ~.. ~ /"" I'\l'<'CHO~ fRAMf: NStlL -~ I~" "" '''<<N' l "'~ / "'" <TYf>,) 1 /1 SMS (T'r?.l" r;'/ m@ ~ ';:"=---~ -- i> _~.,,_=_ '" ~~ t'-- '1 7 ] L --i"" ~':=~":J "'" "", '=.: """'-~9 &;' F1:~~is~~~ORrs'~~~'ii F:'"J-;:' ';:r~--:;: Ii 1 ~ I' vaOl) fR~tsav~~~~i~ r~ - lWl.l!ON ~ ~ DIE: ~JO. l445 . / ~ I<INl)Q\!"j 1 SEC~-!"ION B-B ..? ~RAME: HtAD @ ___ y <rY? ) __- :<I:I1'(S' l> l-AA.UO:-l lNSrA\.l..AnO~ Dt1AllS p.f'i'l Y TO Al .Nl.M ruSE MU'~f..to~ li;~ NIt H~S# ~ USE'll to Ml.I\.l- Slt4C>l(; ffJNG ~N:O OR vll\!J'lO\.'S Hf:AD r!J Sl.LL ,,> IN AAS\.'1NRY CONS TR\lCTltlN. Arr AC!-\ j>.Ul sullsm if:: "'IT;! 3/14' !I'.A ;;liNCi\Ll't S!:RE;1<l A.~ljtlR Ql' St.'tnr,Jl':Ni UH, 10 I\Q'Illi;yt: H/4' 1111'<. EMae:n.~elt1 ~'fO ~Nt~n', OR HASt:t;Ry, 3)' 114 'lItlClJl FM1*: CON$TR'-'CTlCl-!, 1\11'1\01 KV\..Lfl1,'1 TO S1J~$\RArE US-IN'.! UG SCRf:\iS ell" lelEN! Url> TlJ I\Ch1EVE: 1,,3/1'1' "'IN. P!OCllHOIT IIHO '.IOOll f!lAMINa, 4) Mri\(~l.{eNT IN ~c1roN IHI IS TYt>. $) .\']:O~ Of' H\iLUl1\l !is Sl{W~ OW ThIS n.. })lNll COllE \!11TH ~~e REVISross.. MULL . . TO S:>M4 to SN,Cmo. MlJt,,~lON 1\"'CH01<$' f'RES ft Of' "S>?,!) PSY. n IS THC RE;1lt'IJNSlllll.lTY COOJ>t.1ANt!l: ON A Sl'l>C.ltlC S m'JC1'1JR(;. /.-:.-~ GENERAL ALUMrNU~1 CORP, Iv ' , CilRROLl ro~. re;XAS If 'llf\b rt.f<NC<( Hli)ZOf'W. MI.\lllCN ~:s.rM."WillN U!l'An. I' '< 'II' A1J.h'llM.iM i\J~ M\MSiJN, mt No. 1.445 ',1 / iq () ~:: '\~ EB:;';;';;;'~ IMT>>3/~1/(ra ",~.>7;foo., ~_ . ,r_ -c:/ ~ .--. l~ K8LrTlM.>-~-- 1~'U''I;!;(<.'>\5li Sr..=CTIgN A-A ,.= " r1 ,\ A -:JI -g:B j I , , , lES '0'1 fH r\if; awt ({! i'! RS III !!: ~ EXTERIOR ELEVATION --...----,"'-"-- ,""',,------"'" ~~~'1lo~-n:~~ 1t.3l~IYt...,,:MrtA~ n~tN.~ ~~ ~ f./lk_~ MIJIU01, A.'IClO(),"~ hj:':p.c~[i ~"1 E~ --~-... e:.:,. '~N-O,4~ @ ~,.....- INSTA\...Li\ 1'Kl)~ ,// AhCMDR (ry?) \\1~DOW m'\fo1t ,l,\,,o\S (T(P) _. /"- f1'"'1' "rr- ""''';) /-' McJUj';:)N I' ,\ ;1 / elE (-ii). tHe; I: :: i(' ,:."".. ~~f$SW~?T)~Pf'jN3 [f ill>! r\; f 1 '\,/j \~ J.l.th.l'ON , 1\ ". !l>ls'TAU.AflO''- ",",0' ':' ? '1' / ~OR ~~.C~,i" .,,,~- I 1\ 16' (n'P,) "" T "" ^ , _----=:::_ l=:c:::::::.~ ---::..:c::::-'::.-:r-~~,,,_-1 :~t c. t! Cl'.,j h -- ;'+. " .~ '" " 11: U!: NOTES -,"',,-,---,,-------- ~. " ,'> .. "!" Ife /I: II~ /// '" -.. '''----'''-. 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