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Home My WebLink AboutBIN B-4 PERMIT 4307 en Q)Q)-l (l)1O~ Q)._ 0 Q)(,)(/) ~ ~ ~ I en 0 (1)(\18: Q)C@ - 'OJ) IT: co.- - ...enb:: oQ)W e"'C:J(.) ~iI' ~ c::::::J 0 ~<(CO (/) W o C-' z o -l :J co W I.J....~O:: '00::0 L.l.J I.J....I.J.... ~W"",f- 2:905 W x~o::o () O:JI.J....(.) o::oz(.) I-- D.."",w<l: O D..""~f- <l:0<l:0 Z wO::f-z o::l.J....w W <l:zo::O '1"'1 0L.l.J<l:0 ~ W~(/)o <:(1-- f- ~ z Z o o<l: O :JW-w oo::(/)"'" <l: Z "" . o ~(/)W<l:z LL C-'z~EtQ W ~Qoof- 0(/)0::1-(3 0:: 0~0~:J <:( 1.J...."",(2(.)D.. W""wOD.. :=) 0::0f-Ci5<l: a <l:-l~ -l :J -l . 0:: -l (f) a(/) <l: (/) 0 :;5 0:: -l '-> -lW::;!O>- -l>:;::ZO:: <l:0><l: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. FOUNDA TIONS 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 BUILDING SIDE WALLS.(FBC 1503.4.4) 4. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, BETWEEN WALL COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAT 6 INCHES. THE FOLLOWI~G 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) -l <( 0:: f- 2: o (/) (/) W o (.) ....J (1') IT: X COOI.J....<l: wr-- OI.J.... C-' N (1') <:t z(1') (1')0 <l: ....J (1') (1') O::I.J....NN o . 00 .~ coco (/) D.. co co 11')0 r-:.r-:. <:to... 00 0) <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 A615 GRADE 40. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6". 4. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 5. HORIZONTAL FOOTING BARS SHALL BE BENT 1'-0" AROUND CORNERS OR CORNER BARS WITH A 2'-0" LAP PROVIDED 6. MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE 40 BAR DIAMETERS TYP. 7. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM REINFORCING STEEL ALL REINFORCING STEEL SHALL BE NEW DEFORMED BARS FREE FROM RUST, SCALE & OIL & SHALL MEET ASTM A-615 REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE: CAST CONCRETE PADS, TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS- REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE THE FOLLOWING MINIMUM, UNLESS OTHERWISE INDICATED ON THE DRAWINGS: FTGS, WALLS, COLUMNS, BEAMS, SLABS: 36 DIA. OR 2'-0" MIN., WHICHEVER IS MORE. FILLED CELL REINFORCING: 40 DIA. OR 2'-0" MIN., WHICHEVER IS MORE. TEMPERATURE REINFORCING: 20 DIA. OR 1'-0" MIN., WHICHEVER IS MORE. WELDED WIRE MESH: 8" LAP WOOD FRAMING INSPECTION 20 PSF (REDUCIBLE) 40 PSF 40 PSF 40 PSF 20 PSF 10 PSF ATTIC L.L. ROOF RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICATED BALCONIES STAIRS LIGHT PARTITIONS (DEAD LOAD), U.N.O. WIND LOADS BASED ON FBC, SECTION 1606.2. WIND VELOCITY: 123 M.P.H., USE FACTOR: 1.0 LIVE LOADS: ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH-INS MUST BE COMPLETE, I~SPECTED 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 G.P.M. SHOWER HEADS 2.5 G.P.M. 4. A',L 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 DESIGN LOADS: 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAW[NGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. WIND LOADS: (F. B.C.) EXCEPTION: PAINT OR DECORATIVE CEMENTATIOUS FINISH LESS THAN 5/8" THICK ADHERED D[RECTLY 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) '" 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 C-' O' I Z 00 1-. (/) ~ ~ ~' <.;)zw O<(D.-l ~ (/)~Qo O::N(D (/) . of-O O.-l=l:t: Z ffiz<l:(.) w~~ii 0 W<l:~<.:::l II=l:t:. j:: Z f- ~ Z f- f- ..J LlJ ::J t3 (/) (.) - 0:: I.J.... La. 0.. ...J zffi:s:::3 oO!.Liz 0 WO(/):::i(/)I.J....Zo..LlJ en wz(/)coZOO .0 Z I:JZ OWf=ZO:: f-o<cwU5-lO::~:J CJ I.J....z...J~>U5001Xl Vi o <l: D.. I W (/) D.. 0::..; LIJ I-W....JI-O::O....J1Xl C ~g~~(1')Z~ciu:l c( COw:::l>-8<l::::l c( C W....Jf-....JNOf-~x: ~3:0~~I~~c(~ 52 O::""f-<.;)O::o-=: 0 8 ~ m 8 ~ ij) mOO Li 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 [NSTALLATION 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 [S REQUIRED.(FBC 1816.1.4) 9. CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXTERIOR SOIL TREATMENT.(FBC 1816.1.5) 10. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1'-0" OF THE STRUCTURE SIDEWALLS.(FBC 1816.1.6) 11. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION. ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED.(FBC 1816.1.6) 12. ALL BUILDINGS ARE REQUIRED TO HAVE 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 W[LL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. "(FBC 1816.1.7) 14. AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN 1'-0" OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES, TUB TRAY BOXES, FORMS, SHORING OR OTHER CELLULOSE CONTAINING MATERIAL. (FBC 2303.1.3) 15.1\0 WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC., SHALL BE BURIED WITHIN 15'-0": OF ANY BUILDING OR PROPOSED BUILDING,(FBC 2303.1.4) 0) o ('t") N o Z co Q ...: C9 ~ f- b(/)N E <:t iB ~ ~~ ~ .Q('t")~ ~ a:loNZ ~ ~~ c::j w 0 -5 C(1')<d-<i!w ..... ~....J~0::1- ro ol.J....co:J<l:~ 2: "f-(.)CD u:i~b(.)g;~ 0.. <:t :J f- 0) LJ ~o 0::0::.f- 11')000If-WO <l: O)<l:o...(/)UZ 0 ASTM A185 ASTM A615-40 40,000 PSI ASTM A615-40 40,000 PSI WELDED WIRE FABRIC SHALL CONFORM TO ALL REINFORCIr\G BARS ALL STIRRUPS AND TIES REINFORCING: ASTM C90-99b, STANDARD WEIGHT UNITS, fm=1500 PSI MORTAR TYPE "S" 1800 PSI COr\CRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED DURING CONSTRUCTION ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI, U.N.O SHOP AND FIELD WELDS: E70XX ELECTRODES ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 BEAMS, RAFTERS, JOIST, PLATES, ETC. U.N.O. 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: , i WOOD FRAMING: o o IJ) .J 5. ALL OPENINGS SHALL ~OMPLY WITH 2001 FBC WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLlDIi\G 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. w r- - 0 ::J Ul .q t' r- Z ci r- l' 0 > I L\1 .J (]'I In - []J 0 I Ul - \0 en > w M \0 - 0:: M t' 0 o I <t I .J M U1 U. ,.... 0.. r- <t 00 I <t U1 0.. I W ..... r- ~ ~ .~ Z 0 0 \0 WOOD ROOF TRUSSES: BOTTOM CHORD DEAD LOAD: 10 PSF 40 PSF 10 PSF BOTTOM CHORD ATTIC LIVE LOAD: SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN FOR NEW WIND UPLIFT AS PER SPECIFIED CODES, DEDUCTING A MAXIMUM OF 5 P.S.F. DEAD LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD. DESIGN LOADS: DEAD LOAD: LIVE LOAD: TOTAL: MASONRY WALL CONST. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI ( fm = 1500 PSI) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270. 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI SLUMP 8" TO 11". 4. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 BAR DIAMETERS. REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL TYPICAL UNLESS OTHERWISE NOTED. 6. REINFORCING STEEL SHALL BE LAPPED A MINIMUM OF 40 BAR DIAMETERS, UNLESS OTHERWISE NOTED ON THE DRAWINGS 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. UPLIFT CONNECTORS 1, UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO L;PLlFT FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE CONSULT THE TRUSS ENGINEERING FOR THE LOCATION OF THESE WALLS, WOOD FLOOR TRUSSES: -<-', 15 PSF 50 PSF 65 PSF 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION 2405.2) 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 Er\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 Refriger ator 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 Vlasonry Top of Plate Transom Window Typical Under Cabinet Lighting Unless Noted Otherwise Vanity Base Vertical Versalam Vent through Roof Washer With Water Closet Wedge Anchor Wood Water Proof 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 W/C W.A. Wd WP Florida Bldg. Code Finished Floor Fixed Glass Floor Foundation Floor System Fireplace Foot / Feet Footing Fixed Galvanized General Contractor Ground Fault Interrupter Girder Truss Header Height Hose Bibb Interior Kneewall Knee Space Laundry Lavatory Linear Ft. Laundry Tub Masonry Maximum Medicine Cabinet Manufacturer Microwave Minimum Microlam Mirror Monolithic Not to Scale Anchor Bolt Above Air-Conditioner Adjustable Above Finished Floor Air Handler Unit Alternate Base Cabinet Bifold Door Book Shelf Beam Bottom Bypass door Bearing Circle Ceiling Column A/C Compressor Ceramic Tile Dryer Decorative Dedicated Outlet Double Diameter Disposal Distance Drawer Stack Dryer Vent Dishwasher Each Each Way Electrical Elevation Exterior Expansion A.B. Abv. A/C Adj. A.F.F. A.H.U. ALT. B.C. B.F. Bk Sh Bm. BOT. B.P. Brg. Cir. Clg. Col. Compo C.T. D Dec. Ded. Dbl. Dia, Disp. Dist. D.S. D.V. DW. Ea. EW. Elec. Elev. Ext. Exp, F.B.C. Fin. Fir. F.G. Fir. Fdn. Fir. Sys. F.PI. Ft. Ftg. FX Galv. G.C, G.F./. G.T. Hdr. Hgt. HB Int. K/Wall K.S, Laun. Lav. L.F. L.T. Mas. Max M.C. Mfgr. Micro. Min M.L. Mir. Mono N.T.S. BUILDING DATA D Z W ~ Z (/j~~ D WI-(/)W::J DZ(/):::!<l: DO-I> z~t:s:(/) <l:C\/wo::~ ~r<~OD ~O::DDO s:OwwU <l:lJ...,....-J1- O::Di=~Z D::Jo::(/)~ ~;;:~DO:: 2=~<l:~a 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. GUST) WIND IMPORTANCE FACTOR - (Iw) = 1.0 WIND EXPOSURE -- "B" (FBC 1606.1.8) INTERNAL PRESSURE COEFFICIENT = +/- 0.55 (PARTIALLY ENCLOSED BLOG) SHT NO 1 2 3 4 5 6 S-1 S-2 S-3 S-4 S-5 S-6 S-7 TITLE COVER SH EET FLOOR PLAN FOUNDATION PLAN ELECTRICAL PLAN ELEVATIONS TRUSS LAYOUT MASONRY DETAILS LINTEL PLAN AND DETAILS DETAILS DETAILS DETAILS DETAILS STRUC. NOTES & HANGER INFORMATION DETAILS DOOR DETAILS ROOFING DETAILS ROOFING DETAILS GARAGE DETAILS DETAILS PRODUCT APPROVAL WINDOW DETAILS SGD DETAILS DETAILS DETAILS DETAILS WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION. 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS, ( I.E, BLOCKING OR GABLE END BRACING) SHALL BE EITHER SOUTHERN PINE, OR S.P.F. NUMBER 2 GRADE SHALL BE USED REGARDLESS OF SPECIES. DESIGN WIND PRESSURE: "l (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) WINDOWS AND DOORS 123 MPH + 38 PSF / - 40 PSF z 0 (/) -11') >0 N (j)w,-- o::~ I.!) Z U~ Of-'-- N <l:(1') (j) CD D.. ~ 0)0 -(1')'-- M > ~o w '~ en 0::: iB 2: C\J --I ~ w --I 0 0 - 2: :r: Z w 0 I () 0:: C\J <( >-I.J....Z zl-O <l:z- Ct:(V) ZW~ L!) S I-- -(/)> 0 ozo 00 t30<l: I Z :J(.)O f'-- W -.JO oz- OW 0:: <(N I-- o::~g ~ - D..-I.J.... > I wO::....J - 0::3:<l: ~ Z '" WWO:: I-- COIf- wO f-f-~ L!) Of-(.) en 0:: Z:J ~-.J >-00.: ~ ~O >- <l:IO:: W 2:!:::0 0... z3:U zO :so::w 0::: 0 w~ >- :) D..zO () (/)ZI () 0... -<l:CJ) 0::: ~2::J SHEET NO. D.. 0 0:: M 1 0 (.) I-- W C\J 2: 0 Z OF I ~ (/) 25 :::l w (1') 0 I-- 0 > LAST PLOT DATE N @ 0 March 11, 2005 Z COVER SHEET --I - GARAGE DOORS (V = 123 MPH) SINGLE 9x7 +37.0 PSF / -40.0 PSF DOUBLE 16x7 +37.0 PSF 141.0 PSF SEE FLOOR PLAN FOR ACTUAL PRESSURES S-8 S-9 S-10 S-10A S-11 S-12 S-13 S-14 S-15 S-16 S-17 5-18 ALL WORK SHALL COMPLY WITH ALL PREVAILING CODES, FLORIDA BUILDn-:a CODE, NATIONAL ELECTRIC CODE AND CITY OF ZEPHYRHILLS ORDINANCES REVlEWED MAY 1 0 2005 ENGINEERED PLANS ON FILB ~~ MASTER REVISIONS 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. COLONIAL GRANDE 2003 30'-0" 17'-0" 13'-0" 5'-4" 9'-4" 2'-4" 11'8" )..'-4" " " 1 1 1 ~IIII III11 TIT TT I III :: I - ----------------------------------~ - , -- , - , -- 1 - , -- 1 , - , 0 -- 6'-3" 6'-9" 1 "'t , - 1 q ~ , ~ ~ , L.{') , 00 -- I L.{') ~ , - I i-- , 1 f-- , - f-- , - 1 , 1 ~ , - ------ ------- 1 -- --'-------- --- -=- , 3'-8" ~ , lilli, If 1111 ~ , I' Oil , / f- , um_,~____mn / , f-- f-- N , / ~ ..-1 , / ~ , / ~ ~ f-- , / - ~ , "'t , / <:t ~ , / - ~ '1-------- ------,... - to I , - ..-1 f- I , - f- 13'-4" I , 16',8" ~ i-- I , i-- I "':' N , i-- I I f- I (Y) I f- 6'-0%" .,4'-1%" : L.{') 3'-2" '- I ,~ r-- I "':' N I i-- 1 I 1 ~; Oil <::t . 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VERTICAL REINFORCING IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE. REBAR NUMBER/SIZE BLOCK WALL (1) #5 CONT. TIED TO EACH VERT. REINF. BAR h" ~HJ,!J(t% :"""1. .W.M. TO BE < ii~IED TO #5 CONT. REBAR ~ COMPACTED CLEAN d" FILL 1/ b" I; SEE SCHEDULE r "/ FOR REINF. STEM WALL FTG. 1-STORY SCALE: N.T.S. 1.5" W '-' <l: 0:: <l: C-' @J coz '3: 0')0 ('I") 0 0... W f- (/) o f- 30',0" 17'-0" 13'-0" A/C COMP PAD 4" CONC. SLAB W/ 8" X 8" THK'N EDGE VERIFY LOCATION OF A/C COMPo q o lO q L1) ~ q lO lO ...., q L1) ~~ "! ('I") O? I"- lJ;l <<:t '- o ~ ('I") O? L1) o ...., ~ 'r-- o ...., ('I") "':' lO q I"- ~ o ('I") O? lO q I"- 5'-4" 9'A" j '-0' .. 2'.4" 3'-10" 1 2'-0" 12'-0" .- )..'-10" 3'-10" 1 (3\ _ _ ~~~u _ _ __ ~y~" 0-'\~ r.1i /.1/ / / / V V V /i?77777 V/x ~ _____, /, _ ____.-____ .L ______ _ ~" I / I I :--.." '" .~ ~ :: W 1- 4"CONC.SLAB "-"-"l, ,," \ : 1/ : g, L1) I W/8" THCKN EDGE I V I ~ : 1/ : 2'A" u5 8'-b" 136\ 2',8": V : I ~ _u 3_1n~~Jf:~_Qq\YK~u u__j:~ i / IV//.: - ------ -------- ~ / : 11/2' X 5 1/2" RECESS : .:. I @ SGC : 7 : ~ :V: \ S- 7 J (15\ : "" ' ~ 1:"= I ~ : : I I I I , I I I I I I I , , , I I I , , I I ~~~~~ III( 5'-6" \::1 "[W"""'''-'I' III , '//1 \ \', lit 1\1 " 1\' III ~I..______..l:.l L.1..__-_-_-_-_-_-.oI..l II IV / / / / / / A : ~VII-i : V ~ __u -- - - -. : /: : 1/: : ~, : 1/: I~ : :V: : /: : /: : /: : /: : /: : V I : V: 1,_ : I - I I ./ I :1/: (1\ -+- IV I _~ : 1/) :'~~7-' "", I 1/ ,'hi - II > , : / ~-_ /' ::::J I :"~.. I I..,/' : , C: , I r-! ('I") : I:J/'--'~ I I I I II,,', ,I:> I I J - I ........'-1 , ..... I III"" I lJ;l i ~ ~~~:~~T~~\\ ('I") : V ~~.4.2" X 6V'" ,II ...., I I / I,....... ....",;' r1 I 1/ I .... _- _ _ _ _ ...,; .. I I I ----- ...., : 1/ 1 - - - - - - - - - - - - - - - -:.l~ -..:: = =--=-.:: ~ 2...~ : ~ ~ ~_u_______ CENTER-OF-WALL I' I : I: 1'-';'0,,1 13'-1" I I I I I 'I W/C LAV : I: I I (I -;."'''" I II I I '- / ,~/I d~ : b I: J I r'- - .,-, '" II 1 ~ ~ ~ ~ .,. I V 1__-=-___-1 L - - j -- I I L----------------' I 1/ +---=--- ~ L..__________-=-_-_~_-J I "" : 2X6 WALL CENTER OF I ~ , 2x4 WALL , I I I I I , , (1\ \ S-l J ~17"O" 5' L1) C!? <:t ...., 2'-6" X 2'-6" 1'-0" W/ (3) #5 E.V . BOT. 0: ~ ~ ~\: 16" X' 0" CONC. MONO. FTG. W (2) #5 RODS (CO NT) ~ l"- N 30',0" 4" 3000 PSI CONCa SLAB FOR HERNANDO COUNTY ONLY I , I I I , I I I I I :"r" , '- I J"" I :/ : :v : :v : I '/ ' "/ I I r_ , I I,. I I 1 / I 11/ I I 1 / I 1,/ I , , I I I I I I , " "':' 4" 2500 PSI CONC. SLAB WI 6X6 101 0 W W M Ct-iAIR SUPPORTED PER FB::, O\/ER 6 MIL VI6QUEEN VAPOR BAV:;..RIER 4 TREATED FOR TERMITES f6"\ ~jJ \ 4',6" \ :V :::.~-- ~--~. , : / ~SfEP-DN-3.-5'~- 'I I lO , I SLOPE I , '/1 -I N : ) "~CONC. SLAB : ~ , ~ ~ '~ THCKN EDGE @ ", " ~ Z " I ~ , I I , I I- ~ " I ",: CO <:t II , q ('I") N 1 1/2" X 5 1/2 RECESS @ ENTRY 1" PAST P.T.GREEN VERIFY W/G.C 3'-3" 17'-4" ~ ,., C!? L1) CENTER WALL ~ -------------------~ '- -: _-:::-::-:::" _ --:. :::-:::-_ _ _ _ _ _ _ _ _ _ J ("---, r Q..A)1. -.., I H I I 1 I~ -.JL ,) L_ _~ DBL. SINK , , , , , , , , , , , '<,~. -;- 4'-6" ~ 1/ : :~ I I I I I I I I I I I I I I I I I I , I I I , I f-r I I I'" I Il/T I I I I I I I . I7'fD"il I [,1'\ I I ~ ICENTEROF : V : "_J.._____~.JI~Lvy~l,L-----~ V : c - ~ ;: -j}--; ~-- u :: -: ~ ---= -- - -=-=-- co T k:: : IOPTjl1 U,V Ii ~ : ~ : ~_ _-!J <:t :: I , 4'-11" ~ 7'-1" r ~ -_ -:::: 11 I I I , I I <:t ~ f1\ ..~ 18'-1" 7'-5" 15'-6" ~ (") ~ ...., ...., 14'-6" ~ N ...., PROVIDE PVC DRAIN- FOR HVAC UNIT 6'-7" HVAC rr = =." r - III _ _ JI_ ~ _ _ _I_IL _ _ _ _ _ _ , REF. F ""- =_!W.... ., 30'-0" FOUNDATION PLAN SCALE: 1/4" == 1'-0" 3'-0" X 3'-0" X 1'-0" W/ (4) #5 EW. 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TYPICAL : V ~05E i V : I /: @ ALL PLACES SHOWN I V I BIBB I I 1 / I I I I 1/ I I '/ , HOOKED FTG. DOWELS 17" 'V ' : / : ~ I 1/: E'v1BEDMENT WI 25" :1 V :1 I I ( 'd \I 1 / I EXT. ABOVE SLAB q : / : \ S-l J: 1/ : : 1/: l"- I / I "'-:.;/ i V I '1/ I [ ~~ __u -- -- u - ___u -- - .:: ~ / / r - __u - -- U,/_/ / /~~, ! , ~:~.mm~mm~m--~ ~~:~:m----m~~m------ ~:. ,:~~~.~~,,~~ ,.~~~m~.~:,,--~m ,.__~~~~:m~~ 18'-0" 5'-8" L 6'-4" TYP. AT -~ ALL CORNERS FOUNDATION en Q,)Q)....J (l)1O~ Q)._ 0 Q)(.)(/) ~ ~ ~ . en 0 (1)(\18: Q)C@ - 'OJ) IT: ca'- - l...en~ oQ)W e"'C:J(.) ~iI' ~ c::::::J 0 ~<(CO (/) W o C-' Z o ....J ::) D:l W I.J....~O:: '00::0 W I.J....I.J.... ~W"",f- 2:905 W x~o::o () O:JI.J....(.) 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Z 0 (1") III P C =~r,]r--; ) po, FAN '" I \ WI L1G~T v \ 10PT! \ / ...... 10PTI ) ,--~ , ,-_.--/ OPEN TO DINING = ROOM ~ I 00 ~ I I'- ~ I II I (0 DD D/W KITCHEN 6j - 1lItI1 - l 11m I I 10 Pl1~ll- 1 III I \111I1 I IIIII I 11111 I ~ ...JJIU ~ j REF. --- HOOD ~ ~ -9- :D: G) ~ CI dtwp d!b ~ EJ ...... ~ 8 ~ ~ CEILING FIXTURE '" CEILING FAN I II I DD SCOUNCE ( WALL MOUNTED) FIXTURE 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT WATER PROOF WI GROUND FAULT 220 VOLT OUTLET SPECIAL SERVICES OUTLET "" D n 1 \ I I c ~~'q: = ~- - - - - -- f:t FAN l I' \ WI IGHT ~~ (/) I~ DOOR BELL CHIMES (.) , @- DOOR BELL 1 1 DISP 1 DISPOSAL 1 0 ) 1 '---~: LCJ I DISCONNECT SWITCH crt I I ~ 'I 'I PREWIRE SPEAKER I 1 OJ -------- JUNCTION BOX 0 CD THERMOSTAT 0 LOW VOLTAGE LIGHTING ~ INTERCOM SYSTEM [2BJ GARAGE DOOR PUSH BUTTON e---~' ~ o o UJ W I- - 0 ::J ~ Ul ..- t"- ZO..-t"- > I N o ..J rn LO ~rD~ch >W[Y]UJ - 0:: [Y] t"- O 0 I A I ..J [Y] "4, U1 u.. ..- D. I- ~ CO I U1 D. I ~ W ..- I- ~ ~ .~ Z o o \D RANGE ~ / KITCHEN EB KITCHEN E!j / / T.V. CABLE OUTLET TELEPHONE CABLE OUTLET RECESSED LIGHTING ----- --- ---- --- ------- ~ w (.)0 1'20 (--~.o, 1 .,cU >-1 :~~~ 1 Q 1 (.) Qi 1 - W 1 ~ 0::1 '--c:("w..:' WATER PROOF RECESSED LIGHTING BATH FAN ~ (/) w 2: G ~ UNDER COUNTER Li) BATH FAN WI LIGHT \ \ \ \ \ \ I I I 1 I I I / / / / NOTE6: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) 1/1 I M.C. / MIRROR 1/ 1// II \\\ C '~<\ .. \\\ \ ,. ~ \\~IRROR \~ \ ,\ \\' \~ BOX FRAMED WITH 2X4'S. D , \ /1 / I ~ / / !d. ' C = 1; ('ft = ) / po, FAN I \ WI LIGHT ' V I OPT I / -TILE @ .d~7' -0' "" \ J -<y/ o I 00 \ ) / 44" AFF 39" AFF 36" AFF 12" AFF 42" AFF 2" AFF KITCH EN BATHROOM LAUNDRY ROOM EXTERIOR WATERPROOF GARAGE GENERAL PURPOSE RANGE 00 I (0 31/2" 1A3 SH WOO +0" 1h" II w o Z W ~ Z v;~~ 0 WI-UJW:::i oZUJ=:!<l: a-I> ~~t::$:UJ <l:NWo::~ ~r1~ao ~o::ooa $:~W:JU C2o~L5~ O:::iO::UJ:J:! ~;:;~oo:: ~~<l:~G I \ T Q I J= I \ '-__ __.J , I ) \ I ~ TJ6 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. '-____-J 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTE~DED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDAI\CE 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. 10PT! f~-=" I I ~-------+ / / 10PT! 3' -8 " 1,A " 1,A " MASTER BATH EID BATH 2 ffi ARCH DETAILffi GFI @42" ELECTRICAL PANEL OPT. PANEL LOCATION o -{1- 0 (" U 1 II 1II0PTI -~ ~~'~ 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 I\EC, SECTION 210-12 z Q (/) >~ ('oJ (J) ~ ~ L.O Z (.) M O~M- ('oJ (J) (j) 0... ~ _ 0) 0 >(1')'- w ~~ 0:: ~ 2: ~ (-----------------------------------------~ SINGLE PHASE BREAKER PANEL NEMA 1 30 CIRCUIT : METER SOCKET t ~ I --- ~ t31/2" 11/2} : - - - -~~ ---: ~ATTIC ELECTRIC:'" / Ir- REQ'O BY COD!/:. I._----------~ / --- ,.-/ OPEN \0(1) N--.J ~--.J 0- NI LQs I'--W ~- ~> LDI- ~~ >-0:: o::() 0\0 I-N Z~ WI- >0 ~--.J I / / ' ( / -<Y /' .f SOFFIT NOTE: VERIFY LOCATION OF ELECT. PANEL & METER WITH BUILDER. 0:: w ~C (.) W ....J W R=1'- " ....J <l: (.)-l -w O::z I-<l: S30... ....J w LLJ 0 2: Z W 0 0:: <( () >-l.J....z zf-O <l:z- 0::: I-- ZW~ (V) -(/)> (.9 OZ- 0 WOo 0 (.)u<l: Z :J 0 ~ 0 oz- OW 0:: <( N I- o::~g o...-I.J.... wO::....J - I 0::3:<l: Z '" wwO:: COIl- wO f-f-~ 01-(.) 0:: z:J . ~--.J >-00.. <:0 >- <l:IO:: 2:!:::O ~U 0... z3:(.) :so::w 0 w2: :S o...zo () (/)ZI 0.. -<l:(/) ~2::J SHEET NO. 0.. 0:: 4 0 (.) w ~ 0 OF I (/) 25 :J (1') 0 0 LAST PLOT DATE N March 11, 2005 @ ELECTRICAL , '"", '\ , \ ~'''- / I I I '__ pi --r - C = :r< <cr: = ) / po, FAN / I I WI L1~T v ~ / c:::==l c=:::J ARCH FRAMING DETAIL o FOR GARAGE DOOR OPENER OPEN TO KITCHEN 10PTI [] - o I 00 I 1 I I 1 1 1 1 1 I I 1 I 1 1 I I 1 I I 1 \ ~CTRICAL RISER DIAGRAM _) ~---------------------------------------~~ 10PTI 00 I (0 - 00 I to #4 CU GROUNDI~G~ PER NEC 2003 EDITION 11/2" RIGID NIPPLE WITH 2 #1 AND 1 #3 CU THW CONDUCTOR BY POWER COMPANY AHCH DETAIL ~ TO KITCH EN FROM DINING ~ h... T ___ 10PT! COACH LIGHT --' 1-/ ___~ T 10PTI COACH LIGHT RAISE BAR TOP @j - - NOTE: MAINTAIN A 36" DISTANCE FROM BATHROOMS TO SMOKE DETECTORS. ----------- SERVICE SIZE =150 AMPS ELECTRICAL PLAN INTERIOR ELEVATIONS SCALE: 1/4" = 1',0" SCALE: 3/8" = 1'-0" 0' . I .... rl - , o;;:t,.... .... ~ 7'-0/ " , / " ARCH COVERS LINTEL IN ALL ELEVATIONS ~---- ---- +2'-0" - o I .--/ 61'R BOTH ARCV ~P)/ @J ~ Z 0:: <l: w co ,,--- I >- 0::: I- Z I..LJ f- ~ ::c C-' (.) W g ::c co 3: I.J.... 0 o 0 0.. Z : 8 ~ CI? _ o 0 : .-\ . ' CI? , co lo, ~ FIN. FLR. -" -~" - -"..- - - - l - - - - - -'-- ;...", "i'" ~ 6' -1 0" R = '~, o;;:t.... IJ- ' -CI~' , , . ~ I" 6'-~ 0" , ,I" .... ~~ -0 I [, 1 ' - ~ " o;;:t , , , 2 ' -0 " ~ !, , , 8'-10" !, " ENTRY DETAIL SCALE: 3/8" =1'-0" OPENING PRESSURES -" - - , END ~ - e------ INT. f- C-' ~ I U CD @ 0 0 -I <l: CO W I.J.... I +35.8/-38.1 +35.8 / -45.0 0 3: 0.. 0 0 0 f- ~ @ @ <:;' CI? +34.2/-36.5 +34.2 / -41.7 00 to FIN. FLR. ....l, _ --' ~ - e-- - - - - CD CD +32.9/-35.2 +32.9/-39.2 @) @ I SEE COVER SEE COVER I = 12 ~l 5.~ ARCHITECTURAL OFF RIDGE VENT QUION APPROXIMATE SIZE TYP. & LOCATION (Y) (TYPICAL I I DIMENSIONS) 4' OFF RIDGE VENT / /" I - - 1'-1)" , :; ~ ----- / - - --'1'- - ~I- - ~ f- f- (.) :J 0 o 0 I ....J W 0 CO 2: <l: I.J.... <l: w o 0:: ::c 0.. I.J.... 3: o I.J.... 0 I- 0 0 I- . <:;' ~oCl?3: CO to CO to FIN. FLR. -' ---' -----' -- --- @ 25 SH 1-2" [,' / " " D D SCALE: 3/8"=1'0" CD 25 SH CD 8068 SGD REAR ELEVATION r--.OTE: 1'-0" OVERHANG SCALE: 1/4" =1'-0" RIDGE VENT ~ APPROXIMATE SIZE & LOCATION TYP. I I I 4' OFF RIDGE VENT @ 35 SH I I 4' OFF RIDGE VENT D lA3 SH CD 12" 2" 8" 2" * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 OR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. GENERAL NOTES: VENTILATION CALCULATION ROOF CRITERIA FORMULA = S.F /300 (1/300) / 2 (INTAKE vs EXHAUST) * 144 (TO CONVERT TO SQ. INCHES) = NET SQ. INCH REQUIREMENT -12" OVERHANG U.N.O. .PLUMB CUT FASCIA -ROOF PITCH PER ELEVATION -WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) -SHINGLE LOADING 1800 TOTAL S.F. 432 SQ. INCHES OF 5 TOTAL VENTS VENTILATION REQUIRED REQUIRED 1 I 4' OFF RIDGE VENT 12 15.9 ~ +2,0" --~ I---- CI? CO DD o '"":i '9 I"- to / / 2-24 SH @ 25 SH CD FIN. FLR. B 3068 DOOR RrGt-1T ELEV A TrON II ~OTE: 1'-0" OVERHANG SCALE: 1/4" =1'-0" I I 4' OFF RIDGE VENT 12 15.9 I ~ D 22 SH CD CD 25 SH F LEFT ELEV A TrON II NOTE: 1'-0" OVERHANG SCALE 1/4"=1'-0" -I -I on ~~" 8" OFF RIDGE VENT APPROXIMATE SIZE ~ ~ & LOCATION TYP. rZ~ 12 / TIT I l ~ ~ ..-/l I I I I I J~ 5.9 ~ I j I J I I I J l .~ ::r I 1 I I T I I I ~I I I I I I I I I L J............. I IT 1 r Il I ~L I T l I J T I J 1 L I J I I I ~.~ I I I ISE~ D~TAI~ T T I I r ~ l J J L J L J I I '.J.,... 1/ I I ] I J ~IT I I I I I I I ~ I I I I L J I [ 1/1' ~J l J L J 1 / 1 ~ ~ L J I I I I / IT IT ~ ~I I I L / 1 I ~ KEY5TONE DETAIL - - - - 'I<- i ~' u - __.'l L ~-1 '< ~ c ~g @J c ~ ~ ~ r---- ~ 8 ~ L- 3: _ C ~ ~ ~ r-- lo co .-\ I JJ~.n '- ~~ -'~ - " SEE QUION DETAIL ,I 8" BAND bJDDDDDDDDb oDDDDDDDDIE EJDDDDDDDDE ~DDDDDDDD'~ @ 16' X 7' 32 PANEL OVERHEAD DOOR 1~6LBBt~~i~~c6~il~ES, TRIMI FRONT ELEV A TrON r I ~ t/ 35 SH @ LITE TEXTURED FINISH 6" BANDv NOTE: 1'.0" OVERHANG SCALE: 1/4" =1'-0" W I.J....~O:: '00::0 W I.J....I.J.... ~W"",f- 2:905 W x~o::o () O::)I.J....(.) I-- O::Oz(.) o..."",w<l: O 0..""~1- <l:0<l:0 Z wO::f-z o::l.J....w W <l:zo::O '1"'1 OW<(O ~ w::l::(/)o <t f-~ZZ I-- 0 o<l: :JW-w O OO::(/)"'" <l: Z "" . o ~(/)W<l:z LL ~z~EtQ W ~Qoof- 0(/)0::1-(3 0:: o6Jg~:::J - I.J.... 0::(.)0.. jol,.. """ ..... 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U)~Woo::: IU)C:Z:::> f--<l:<l:U aUION DETAIL - 8D- 22 SH CD z o Vi :>~ ('\J U) i!2 :::;- LO Z U...., Of-'- <l:(1') ('\J U) r.D 0.. -rl 0)0 >""'- w ~~ 0:: ;g 2: w 0 2: Z W 0 0:: <( () >-I.J....Z zf-O - <l:z- 0:: I-- zw~ (Y) -(/)> 0 0 ozo 0 tjO<l: Z :J(.)O ...J 0 oz- OW 0:: <( N I-- o::r=g o...-I.J.... wO::....J - I 0::3:<l: Z '" wwO:: COIf- wO - f-f-6J 01-(.) 0:: z:J . ~...J >-00... >- <l:IO:: <(0 2:1:::0 ~() 0.. z3:(.) ::so::w 0 w2: :5 o..zO () (/)ZI 0.. -<l:(/) 2=2::J SHEET NO. 0.. 0:: 5 0 (.) w 2: 0 OF I (/) 25 :J (1') 0 0 LAST PLOT DATE N March 11, 2005 @ ELEVATION en Q)Q)....J (l)1O~ Q).- Q Q)(.)(/) ~ ~ ~ . en 2? (I) co 0.. Q)C@ - 'OJ) IT: ns'- - ...en~ OQ)W "a(.) jE ~iI' ~ c::::::J 0 ~<(CO (/) w o e" z o ....J ::) co W I.J....~O:: '00::0 W I.J....I.J.... ~i!S2:~ 2:-0:J lJJ x~o::o () O:JI.J....(.) o::oz(.) I-- o.."",W<l: O o..",,~,--- <l:0<l:0 Z wO::f-z o::l.J....w lJJ <l:zo::O '1"'1 OW<l:O ~ W~(/)o - f-<l:zz ~ Ol-O<l: o g~u;w (/) <l: Z 2: . o W(/)W<l:z LL e"z~EtQ <l:000f- w bu;0::f-5 0:: 0~0~:J <( 1.J...."",1'2(.)o.. w""wOo.. :=) 0::0f-Ci5<l: o <l:....J~ ....J :J....J .O::....J (f) 0 <l: (/) 0 <l::~ (/)O::....J....... ::J~~~O:: <l:0:><l:0 [!] ...J <i: 0:: f- 2: o (/) (/) W o (.) ....J (1') IT: X COOI.J....<l: wr-- OI.J.... ~N (1')<:t Z('l') ('1')0 <l: ....J (1') (1') O::I.J....NN o . 00 .~COCO (/) 0... CO CO 11')0 r-:. r-:. <:to... 00 0) <l: <:t <:t 30'-0" -- .~A) TYP. 13'-0" 17'-0" U.N.O. - \ ~ ~ \ ---~~ - - - - - - !--- !--- f--- - - - - -- - -- - -- - -- - -- " .-1 o ~ 1 G-- - - ~ r[p\ V ~ / ~~~O;A -, 01 , ; '" ~ (1') 0 ~ ~ f18B\ I I -, <l: / V~A:~ - I I " 11') - /r:? ~ @-" I I J03 -, - Vv V) / ~ 11') Jl / r-.....t I f18B\ / I //// K //// ,(5EV// /#/02 ~~ I ~ @ I ~ I all/(19.~)5/ / / ~3 V / / / / ~ //~: I ~ /V / / / / ---/ / / / / / ~ I I ij /~ '/X/0/0f)~ ////:: I (.) I ....... 0 I ( //// V~X/~~)f~Sl; ~ //// ~: ~ I I N I @J ~ :v/// ~ // /Xd I I 9 <:t / S12 I I S1 II N I I :V/ /// v/0/ // I I f8\ 13'.6" I I .:. ~.J - T IV //// ~///~ / I I /v I I I I I I I I IIM/// ~/0/ // I I 5-S08 I I ~ ~ I ~-V / / I I I 1/ ~~ // ~///'i / I I // I I ENTRY "I r" 7 I I ~ -' -f?X/ ///'i// ~ S08G 2,PL Y I I - ~ - I I tV") ';///~ /, S07 I I ~ / I I W U? N <l: I I V N N \(25"\ 0 0 / / I I f- f- / ~~ /// V S06 :~ TYP. ~O / // / I / / U.N.O. ~ / 00 / / //// C///~ / S05 I "t / / I I ~ / / ~ / S04 I I ~ 11 'CfY V / / / ////// I I / S03G 2-PL Y I I V V// //// /// I I / V // /:///~ I ' 1'-0" I ,/ ~2\ V 2-S 3 I I I 1/\S-4 / I I '7 //~ :///p I I (.) I I / 14'.2" I ....... I 0 I I - //// ~~ I <:t I I S02 N I I @J I I SOl I I I 9 ~/// / //// -------------~ c.o I [:::::::::::::::::::::::::: ------------- (1') I 1 R'.?" I T I @ I I I I I S-6 I I I I I I 3-TC 1 I I I I I I I I 1 I /'" H03 I I I I I I 9 I I 0) I / "'H02 I I N I I I I I I I , I I / ~HOl I I f18B\ I I I I f18B\ I I I , ~" Iy@ / / ~I V ~ ~I A A I ~/ GROl I I / / I I I I / ' I I J05 I I I I / I I I I 11') / 3-T 0 I I In~ 0 ~ I I -, _ r-- r-- - I I 11/ 0 0 9 -, -, ~ I I (1') M /---------- I I In" I 0 I -, V - - - - f--- 1--- --- ----- ------~ - - - ~- - 1--- --- .~ ~ .-1 0 / T11 -, C} 11'-4" \ "'-@ 18'-8" - ~@ ~~::O. (1\ 30'-0" ~ W e" co 0 I ~ C'\I Z 1-. (/) 3: CD e" Z w <l: CD .-l ~ (/)~Qo O::C'\ICD II) . of-O O.-l~ Z ffiz<l:(.) w~~~ 0 W<l:~~ II~. i= zf-~z f-f-...lLIJ :;) i3~(.)a 0::1.J....u.Q. -oJ ZW~-l OOLLiz 0 WO(/)S(/)I.J....ZQ.LU II) wz(/)coZOO ~C Z I:JZwQ::Ji=za: f-O<l:I(/)<l:o::3::J ~ I.J....Z...Jf->wOo!n c:;; o <l: 0.. I W (/) 0.. a:..; L&J I-w....JI-O::o....Ja:I..... C ~e"C23(1')ZC2 'LIJ J COO:J 0<l::J<C<C ...... wf->-O f-...lX C W....JU....JNO(.)a:O - ~03::J~I~:J<C;:: ~ O::""f-e"O::OO=: 0 2~f;;83u;f;;DD it 0) o (1') N o Z CO 0 ..: "? ~ I- b(/)~ E <:t 0:: 0:: 13 ~ x w 0 I,/) <l: N Q(1')11') .-1 COoNZ .-1 <J) r-- .-1 w .c 'O.ONN u c (1') , ....J W '- ~....J:;C21- C'il o I.J.... co :J <l:.-1 2: . , I- (.) ,,... . C'il r-- - ""' (/)~oU~.-1 Q. <:t :J f- 0) W ~ ~Ig:ffici ~ 0) <l: 0... (/) (.) Z 0 0 0 II) W I- - 0 ::J U1 ~ t"- .... Z ci .... t"- O > I N .J f1' 111 - [l] 0 I U1 - II) f1' > W [Y] II) - ~ [Y] t"- O o I ~ I .J [Y] U1 LL .... a. I- <t OJ I <t U1 a. I W .... I- ~ ~ .1- Z 0 0 II) * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 OR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILlT TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. mid-state truss CO., inc. [!] UPLIFT VALUES & CONNECTORS ZONE UPLIFT CONN. IT] MWFRS .s. 18101BS. @ 0 COMPo & .s. 18101BS. @ CLAD 0 MWFRS .s. 1174IBS. SEE 5E.l/S-7 QJ MWFRS .s. 9901BS. @ ~ 0 ~ 0 IT] 0 [!] 3125 Reynolds Rd., P.O. Box 1606 Eaton Park, Florida 33840 813-665-1309/ 1.800-940-8787 r:? o c.o SEE SHEET S-7 FOR NOTES o Z ~ ~(/')<C:l (/')I- 0 Wf-(/')W~ OZI,/)::::!<! DO-I> z:2;I::3:(/') <!NWn:~ <C:l~~00 ~n:ooO 3:0wWU <!ll.. ...Jf- n:oi:=1'5z o~n:(/')~ ~;;:}::on: I ll..Z:::J f-~<!<!U t-+ANGER 6C~EDULE , I & l-PL Y TRUSS = SIMPSON HUS-26 8 2-PL Y TRUSS = SIMPSON HGUS210-2 8 3-PL Y TRUSS = SIMPSON HGUS210-3 A VAULTED - OR - SKEWED TRUSS 6 SIMPSON LSSU210-2 z o (/) >13 ('J (/) ~ ~ l1) Z (.) .-1 O~M- ('J (/) c.o 0.. ..-i _ 0) 0 >(1')....... W.-10 , ~ 0:: ~ 2: Men N--.J ~--.J 0- NI LQs t'-W ~- ~> LOI- ~~ >-0:::: o::::() OM I-N Z~ WI- >0 ~--.J CE USP MANUFACTURING, INC. CONNECTOR CAPACITY SYP SPF HTA16 1500 1500 HTA16 1500 1500 RT7 585 585 RT3 550 475 HTA20-18 1200 1120 MARK SIMPSON STRONG TIE CAPACITY SPF CONNECTOR HETA16 HETA20 H2.5A H3 META20 HHETA20 Hl0 MTT28B HTT22 HD2A * H D5A * H D6A * U 6 US 6 HUS28 MTS12 MTS16 MTS20 MGT LGT2 HGT-2 FASTENERS 9 - 10d x 11 2" 9 - 10d x 11 2" 10 - 8d 8 - 8d 7 - 10d x 1 1 2" 12 - 10d x 11 2" 16 - 8d x 11 2" 24 - 16d 32 - 16d SINKERS 5 8" DIA. BOLTS 3 4" DIA. BOLTS 7 8" DIA. BOLTS FASTENERS 13 - 10d x 11 2" 13 - 10d x 11 2" 10 - 8d X 11 2" 8 - 8d X 11 2" 10 - 10d X 11 2" 1.1J 0 ~ Z lJJ 0 0:: <( () >-I.J....Z zf-O <l:z- 0::: I-- ZW~ (V) -(/)> CJ oz- 0 woo 0 (.)u<l: Z :J 0 .....I 0 oz- OW 0:: <( C\I ~ o::r=g o..-I.J.... wO::....J - I 0::3:<l: Z '" WWO:: COIf- wO f-I-~ 01-(.) 0:: z:J . ~.....I >-00... >- <l:IO:: <0 ~!:::O ~() c.. 3:(.) :so::W 0 w2: < o..zO ......J () (/)ZI -<l:(/) 0.. ~2::J SHEET NO. 0.. 0:: 6 0 (.) w 2: 0 OF I 25 (/) :J (1') 0 0 LAST PLOT DATE N March 11, 2005 @ TRUSS PLAN II A B C D E F G H J K L M N P Q R S T U V W 535 320 RT16 MTS27B HTT22 102 TD5 T06 JUS26 TH D26 TH D28 MTW12 MTW16 1030 945 8-8d X 11 2"& 8-10d 4685 4029 24 - 16d 5370 4618 32 - 16d 3435 2954 2 - 5 8" DIA. BOLTS 4180 3594 2 - 3 4" DIA. BOLTS 6655 5779 3 - 3 4" DIA. BOLTS 510/740 440/695 8 - 10d 1875 3040 1580 2365 2330 3965 2015 3430 1195 905 14-10d 1195 905 14-10d 905 14-10d SIMPSON "SET" EPOXY 1945 30 - 10d 6280 8-10d 5" EMBED. (2) 5/8" DIA BOLTS 24-10d X 11/2" 8 -10d 10 - 10d "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. HTW20 SPT22 SPT24 1315 1245 535 605 520 1530 715 895 TRues PLAN II [!] SCALE: 1/4" =1'-0" BLOCK WALL DOWELS - BLOCK SEE FOUND. WALL PL, FOR ! /~5 REBAR CONT. LOCATION ""': / @ F.F. SLAB LEVEL LlNTE~~ ~: _ _ ~.~.l COURSE ~ ' ,SEE PLAN -; -,~'t..-,-,,:,,,.: 1 FINISH GRADE.. \ I:":,, :. . :'11 WW.M. .~ ~ llo~ .. ~" d .~,:..:~ I b ~ SEE SCHEDULE ~ ~ FOR REINF. " ,. I" . .:.....:;,., '," d ; '::-:-, . . ~, J b ~SEE SCHEDULE FOR REINF. #5 REBAR CONl @ SLAB LEVEL DOWELS - SEE FOUND~ r r#5 REBAR CONT. PL. FOR . . 1/ @ SLAB LEVEL LOCATION '. , F.F. , J _'~_....~;...__~.l '" ' == "'- WW.M. 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'.,~. , ~ '~, , ;, '::, '4 '~:, 1 ,- GAR. SLAB 4' <:' ~-:(". --:rr-~/c,. J: .. / 11 \ S-1 ".,,,,,0;;"; ::::: ! ,:~~::~; :;; :: ,: " 4 .,..... "'1 . W.W.M. . , '.~"~ F....~',..~. ~ L b ~EE SCHEDULE , FOR REINF. \INTERIOR BRG. @ STEP-DOWN }STEM WALL FTG. SCALE: N.T.S. 1-STORY - SCALE: N.T.S. #5 REBAR PROVIDE 11/2" X 8" RECESS AT S.G.D. LOCATION 0'-0" FIN. FL. #5 DOWEL(S) FOR ~ MAS. COLUMN / (PER PLAN) rREINF. SEE PLAN GRADE J ~ _ --L- _ _ =- .[tt~<~ '/..uu_, . ..."...., '........ '" ~ ,.':.. ..1...... ~ ~ :..'~'~I ~. ,.... ". ... ". """"- I VARIES I' 15" MIN. ;- (SEE PLAN) A' HOOK 2 #5 CONT. /2 #5 BENT BARS W/ ~ r-r:--r-r:-- ~ MIN.8"OR-- ~:.:'{~"J. ~"J. ~"J. ..,'J. ~ 'J. ."~ SEE PLAN : :,:.' ;~; ,'.:;,;::. :;~:, ::P;;~;I :,E.:;~ TYP S EC. 16uMAXSTEP ....... .......'J.,.....'./'...'t,............ ...'-....~J .~::~ ...~::..: .:~::..: I I " . '" .'." .' SEE TY]' "". '.,::. . .y: ;;~;:< ~.~ " SEC ~~::" ...,.....::,' .........::," "yo..::,' .........:,." 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"'" '. . :.. o 0 8RF40 OB/l T @ fI ...... .. .... . .:',~ ~ '::l'i 'I ..... .~ " ".......: . ...... . '..l ...." . .... ~'! ".....'_: . . \ MATERIALS 1. f'c precast lintels = 3500 psi. 2. f'c prestressed lintels = 6000 psi. 3. grouted per ASTM C476 f'g = 3000 psi w/ maximum 3/8" aggregate and 8" to 11" slump. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 5. Rebar per ASTM A615 Grade 60. 6. Prestressing strand per ASTM A416 grade 270 low relaxation. 7.7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. GE~ERAL INSTALLATION NOTES . :p.... .. ' ~.. . ~.. ' ..... .... ."", "... , ... , ~.... ..~: A' ":.' .. :....... , ~" ~.. . '. .. .,,, '. . '. o 0 8F16-0B/l T CD V:jd" ".. ~.. .. . '.. .. ."" '. . '. , o 0 8RF6-0B/l CD -"--" . '0" ..".. .... .... . ..... .. ." ". "... ' .. . ...... ... ' ~" ... . .... . '.. ~ .. .. . ..,.. .. ' .,' ... . . . '.. ~ . -" .. ......... ... ' .." ~.. . .... . .... .. ."", "I.. , '. . , , .." ~.. . .... . ..... -. ... . ...... , ~" I... . '. :,'(1. ' , o 0 8F28 lB/l @ 1.1/2" CLEA., ~ ,OUT -"5 ,EBAR AT BOTTOM 0' c" TEL CAVITY BOTTOM REI~'ORC~G .,.- PROVDED ~ L~TEL (VARIESI I. Provide full mortar head and bed Joints. 2. Shore fil'ed lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manu'actured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical defection, except linte:s 17'-4" and longer with a nOr:linal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at ',he bottor:l of the lintel 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 compos,te lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analyss per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, F'orida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels i'lstalled in exter,or concrete masonry walls Shall have a coati'lg of stucco applied in accordance wi',h ASTM C-926 or other approved coating. 12. Lintels ,oaded simultaneously with veritcal (gravity and Upl:ft) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load Applied horizo'ltalload + Safe vertical load SAFE LOAD TABLE NOTES Safe horizontal 'oad < 1.0 1. All va'ues based on r:linlmum 4" bearing. Exception: Safe loads for unfilled lintels must be reduced by 20% if bearing length is less than 6-1/2". Safe loads for all recessed 'intels based on 8" nomiral bearirg. 2. N.R. = Not Rated. 3. ~afe loads are total superimposed allowable load on the led ion specified. 4. Safe loads based on grade 40 or grade 60 fie'd rebar. 5. Additional lateral load capacity can be obtained by the deligner by providing addional reinforced masonry above the precast Lntel. 6. One #7 rebar may be substituted for two #5 reba's in 8" lintels on'y. 7. The designer may evaluate concentrated loads from the safe load tables by cacu.ating the maximum resisting moment and shear at d-away from the face of support. 8. For composite lintel heights not shown, use safe load from next lower height. 9. For lintel lengths not shown, use safe load from the rext longest length shown. 10. Ail safe loads in ~'lts of pounds per linear foot. 11. All safe loads based on sir:lply support span. 12. The nUr:lber in the parenthesis indicates the percent reduction for grade 40 field added rebar. Example: 7'-6" lintel Type 8f32-1B safe gravity load = 6472 (15) w/15% reduction = > 6472 (.85) = 5501 plf SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS ~~~ ____ TYPE LENGTH ~ 2'-10" (34") PRECAST 3'-6' (42") PRECAST 4'-0" (48") PRECAST 4'6' (54") PRECAST 5'-4" (64") PRECAST 5'-10" (70") PRECAST 6'.6" (78') PRECAST 7'-6" (90") PRECAST 9'-4' (112")PRECAST 10'-6" (126") PRECAST 11'-4" (136") PRECAST 12'.0" (144") PRECAST 13'-4" (160') PRECAST 14'.0" (168") PRECAST 14'.8" (176") PRESTRESSED 15'-4" (184") PRESTRESSED 17'.4" (208") PRESTRESSED N.R. 19'-4" (232") PRESTRESSED 21'-4" (256") PRESTRESSED 22'.0" (264") PRESTRESSED 24'-0" (288") PRESTRESSED ~~~ ____ TYPE 8F8-lT LENGTH ~ 8F8-2T 2'-10" (34") PRECAST ;;~; 3'.6" (42") PRECAST 1569 151'>q 4'-0" (48') PRECAST 1 ~63 1~R.'< 1207 1207 lOll'> 1016 909 929 6'-6' (78") PRECAST 835 (12 835 7'-6' (90") PRECAST 727 (23 727 591 591 530 530 474 494 470 (9) 470 13'-4" (160") PRECAST 418 (15 428 14'-0' (168") PRECAST 384 (15 410 14'-8" (176") PRESTRESSED 239 246 15'.4" (184") PRESTRESSED 224 230 17'.4" (208") PRESTRESSED 187 192 19'-4" (232") PRESTRESSED 162 166 21'-4" (256") PRESTRESSED 142 142 22'-0" (264") PRESTRESSED 137 137 24'-0" (288") PRESTRESSED 124 124 4'-6' (54") PRECAST 5'-4" (64") PRECAST 5'-10" (70") PRECAST 9'.4' (112") PRECAST 10'-6' (126") PRECAST 11'-4' (136") PRECAST 12'-0" (144") PRECAST ~~~ ~~E 8RU6 4'4' (52") PRECAST 1635 4'.6" (54") PRECAST 1494 5'-8" (68") PRECAST 866 5'-10" (70") PRECAST 810 6'.8" (80") PRECAST 797 7'.6" (90") PRECAST 669 9'-8" (116")PRECAST 411 8" PRECAST & PRESTRESSED U-LlNTELS 8U8 8F8-0B 8F8-1B 2231 ~o/';q 306q 2231 '<1'\1': a 306Q 1966 2 ")/'; 1 2693 1599 19/';9 2189 1217 1349 166., 1062 1105 1451 1238 1238 1011 1011 699 752 535 643 582 582 540 540 471 471 424 442 NR 458 NR 412 NR 300 NR 235 NR 180 NR 165 NR 129 8F12.0B 8F12-18 111':1'\"- 41':05 ,<71a 4605 2751 4605 2110 4375 1438 ~090 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 8F160B 8F20-0B 8F16,lB 8F20-1B 6113 7547 6113 7547 5163 6607 6113 7547 3820 4890 6113 7"-117 2931 3753 6113 7547(7) 1999 2560 5365 7547(36) 1631 2090 4360 7168 (45) 3480 3031 3480 5381 2632 ??II"- "'''''''1 ,<>laR ,"'.,,, ?"-I':11 'OA" ?"-I':11 1 ?117 ?OQ.'R 1 ".,., ?lIa. ,.,,,,, 'QA" ,.,,,,, 1 R.11': '''''A '''QA "">0' '''''A 'r'l7" A.,Q "">7" 'A"" ,nl'\'" ,.,.,,, ,nl'\') ,.,.,'" "" WI ,.,7("\ 1 QII') \i~ "" 1 ?")O ,7'<'< "" "" a "-0 1.,?R ,," NR 7"-0 1 '1.,7 "" NR "-a>l R4S "" NR "-")0 7"" "" NR 4")0 654 UPLIFT 8F20-lT 8F20-2T "7.17 "7117 ~ 4"-69 ,<al':l': 3966 ~08 3508 2949 2949 2694 2694 2419 2419 2102 (11 2102 1471 (15 1705 1185 (15 1526 1034 (15 1422 936 (14 1349 783 (14 1145 723 (14 1050 671 (13 968 626 (13 897 520 (12 732 446 (11: 616 393 (11 531 378 III 508 341 (10 450 8" PRECAST & PRESTRESSED U.LlNTELS 8RF6-OB 8RF6-1B 1749 1891 1596 1756 920 1167 859 1113 901 901 755 755 466 526 8RFI0-0B 8RFIQ-1B 3355 3699 3063 3699 1770 2481 1653 2342 1825 1825 1490 1490 999 999 8F24-lT 8F24-2T 7034 7034 ")")Q1 "-"-a1 I1R").'< 4853 4292 4292 3607 3607 3295 3295 2959 2959 2571 (10 2571 1811 (15 2084 1458 (15 1865 1272 (15 1738 1151 (15 1649 962 (14 1444 887 (14 1434 (8) 823 (13 1324 (8) 767 (13 1224 (8) 637 (12 993 (8) 546 (12 831 (8) 480 (11 713 (7) 461 (10 681 (7) 416 (10 600 (7) GRAVITY 8F24-0B 8F24-1B Ra74 8974 8054 8974 5961 8974 4576 8672 3123 7342 (19) 2549 6036 (19) 3707 8360 2698 5681 3486 3486 2777 2781 2423 2423 2193 2193 1838 1838 1697 1697 NR 2245 N" 2058 NR 1609 NR 1282 NR 1114 N~ 1047 NR 884 8F28-0B 8F28-1B 10.'<94 10394 a")02 10394 7034 10394 5400 10294 3686 8733 (19) 3009 7181 (19) 4383 10394 /37 3191 8467 (44) 2818 4705 (37) 2163 3643 (38) 3127 3127 2805 2805 2316 2316 2127 2127 NR 2517 NR 2320 N~ 1849 NR 1515 N~ 1359 N~ 1285 N" 1092 8F32.03 8F32-1B 11 8()Q 11809 1 ()Q,,)1 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 N~ 2047 N~ 1716 NR 1468 "" 1399 NR 1222 LATERAL 8F28-lT 8F28-2T 83?1 83?1 661'< 6R13 .") 711 n 5740 5077 5077 426'1 4265 3897 3897 3498 3498 3039 110 3039 2152 116 2463 1732 (15 2204 1510 (15 2053 1366 (15 1948 1141 114 1718 1052 114 1694 (8) 976 114 1625 (11 909 (13 1562 (14 754 (12 1268 (14 646 (12 1057 (14 567 (11 903 (13 545 (11 861 (13 491 (10 756 (12 8F32-lT 8F32-2T q/,;OR q/,;OR 71'>:RR 7R3F'. RF'.?7 66?7 5861 5861 49:;>4 4924 4498 4498 4038 4038 3508 (9) 424 534 357 3508 2494 115 326 512 227 2842 2007 (15 284 401 178 2544 1749 115 260 452 152 2369 1582 115 244 402 135 2247 1321 (14 217 324 109 1993 1218 1954 1129 1874 1052 1801 872 1470 746 1225 654 1046 629 997 566 875 8" PRECAST W/ 2" RECESS DOOR U.LlMELS (14) 205 (7) (14 N R (11) . . (13) N.R. (14) (12) NR. (14) (12) (14 N.R. (11 (13 N.R. (11) (13 N.R. (10) (13 N .R. 91 8RF26,OB 8RF26-1B 6493 9479 5924 9479 3402 7917 (19) 3174 7402 (19) 9448 9479 7239 8998 (19) 4091 4150 ~~~ UPLIFT ________ TYPE 8RF6-lT iRRF10-1T J'lRF1.1..1T 8RF18-lT 8RF22-lT 8RF26-lT 8RF30-lT LENGTH _____ 8RF6-2T M~' n .--. nT 8RFl8-2T 8RF22-2T 8RF26-2T 8RF30-2T 4'-4" (52") PRECAST 905 17<1R 2635 3522 4409 5296 6183 905 17AJ'l 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 11':7"- 2525 3374 4224 5074 5924 867 11':7"- 2525 3374 4224 5074 5924 5'.8" (68") PRECAST 675 1.01 1960 2618 3277 3935 4594 675 1~01 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1 ?I':? 1900 2538 3176 3815 4453 655 1 ?I':? 1900 2538 3176 3815 4453 6'-8' (80") PRECAST 570 '1'\1" 16bl 22TI4 2758 3312 3865 570 'M7 1651 2204 2758 3312 3865 7'-6' (90") PRECAST 506 707 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 REDUCTIO"JS FOR GR40 FIELD ADDED REBAR. SEE 'JOTE NO.4 908 743 554 475 362 337 296 279 N.R. N.R. N.R. N.R. N.R. '<.R. 8F12.lT 8F16-lT 8F12-2T 8Fl6-2T ~1 7~ <1.1hO '<17. I1LR() ""-,,,1 '<"-.17 2"-?4 :R.">47 ?1 Q? .1'\7a 219? ~079 la4n 27?4 1940 2724 Ih32 ??aO 1632 2290 1492 2093 1492 2093 1340 1880 1340 1880 1021 1634 112 1166 1634 680 1133 (15 851 1326 552 914 (15 686 1183 485 798 (15 599 1028 441 723 (14 543 928 373 606 114 455 770 346 559 (14 420 709 323 519 (13 390 655 302 485 (13 364 609 255 404 (12) 303 500 222 347 (11) 261 424 198 306 11 230 369 192 295 (10 221 354 175 267 (10 200 316 8RF14-0B 8RF14-1B 3280 5206 2992 5206 1716 4567 1600 4242 3120 3120 2459 2459 1568 1568 8RF18.0B 8RF18-1B 4349 6639 3968 6639 2277 6389 2124 6639 (10\ 5048 5048 3776 3776 2253 2253 8" PRECAST W/ 2" RECESS DOOR U.LlNTELS 8RF22-0B 8RF22-18 5421 8060 4946 8060 2839 8060(34) 2649 8060(39 7747 7915 5743 5743 3129 3129 LATERAL 8U8 8F8 REINF. CMU 1293 ~642 2135 1025 1024 1830 765 763 1365 592 591 1057 411 411 734 340 339 607 507 721 483 293 98 284 89 259 82 194 63 148 51 125 <12 116 39 33 8RF30-03 8RF3Q-IB 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. W/l #5 REBAR CONT. r USP SPT4 W/(6) - 10d X 11/2 i:' ,=;l::; '';;'~ '~~I::f:; '';;'-: .~. ... ,. ...... . I .. . .... ~ . .. .., .." .." . h, ;. I II '. '... : ~;. :, I I '. . '.. ~ ... l.;, :. I I '. . ".. ~ ... I: . t:. . I ! '. . '..10. .., k. : I I '. ..... : I.: f.. ~.. .. ,...~, .. ."~.. .. I ~.. .. ' ~" ~:..' ~.' ..:~" ~." ::.' ~ ; ~.. .. . .. .. ' .. -.... .. STANDARD HOOKS W/25" MIN. SPliCE TYP. FILLED CELL W/3000 P.S.I. CONC. W/l #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" C.M.U. 2" X 4" P.T. W/ (3) 1/2" X 8" "J" BOLTS OR (3) 1/2" X 6" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS (8) 2 7/8" HILTI TIX-DNI NAILS . . . . :~ . I..... I ~.... . ...... . ~,.. . " ~" ~.. ' .," .... ' ~" ... ' ~' ~.. ' , . ':~.. . ..':~... . ..';~.. . ,,'''~' , , 3 S-2 FRAME (EXT./BRG./sHEAR) WALL , TO MASONRY CONNECTION DETAIL I SCALE: N.T.S. LINTEL BEAM: ,~: 1 COURSE LINTEL : BLOCKW/l#5 . BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) CONC. SLAB OVER 6 MIL V.B. OVER CLEAN COMPACT. TERMITE TREATED EARTH FILL REINFORCED WITH 6x6 Wl.4XW1.~ WWF \ to- - - '~'9lo.~,,7'- .. ",," 4 .. '''lo,. . '..';.~,'.. '9." lo. - JIll) ,lJIII[ NON-SHEARWALL SEGMENT ".111 I I 1111/11111 1.1 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. rGROUT ONE #5 @ LOCATIONS SHOWN ON THE FOUNDATION PLAN . AND FLOOR PLAN. MIN. LAP 25" (ACI 530) TOP_OF SLA_B -$ NOTE: SECTION BElWEEN DOWN RODS ARE CONSIDERED SHEARWALLS UMESS OPENINGS ARE BElWEEN THEM. I , 2 S-2 \ TYP. sHEARWALL SECTION I LINTEL PLAN NOTES: 1- THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. I I I I SPLICES 25" MIN. LAP (AC I 530 ) STD, 90 HOOK l 1'1 SEE FOUNDATION PLJ\N FOR LOCATIONS , I ", ,., I SCALE: N.T.S. pr~ECAST "U" LINTEL W/1#5 CO~~T. IN 3000 PSI CONC. @ OPNGS. 6'0" & OVEFt PREC;\ST "U" LINTEL ALL OPENiNGS UNDER 6'.0". ~ ~ ~ ~B /I I " TYP. BOND BEAM 8" X 8" X 16" K.O. LINTEL BLOCK FILL Wj3000 P.S.I. CONC. W/i #5 DIA. r~EBA.R MiN, LAP 25" (ACI 530) I STD. 90 DEGREE ANGLE 3000 P.S,I. CONC. Wn #5 DI/\. REBAR MIN. LAP 25" (ACI 530) " :~, , '.... -, . ,';.I'.'J I. ' _ . .'" : I I I h I 1 INDICATES FILLED CELL FROM FTG. TO BEAM \VITH 1 #5 BAR MIN. LAP 25" (ACI 530) h.:. REBAR BOTH SIDES FOr" :. , .': ':. OPENINGS 6'-0" OR MOR h,:. I :: '1>: t. I IL. . . If~ : .,., I I I I '. I L:. r~ ~ ~ t I I 1 8" X 8" X 16" C.M.U. lI... ...', . ., I t .:' I r -:'1... I . .,. /I I '. I r TYP. DO'NEL 25" MIN. LAP (ACI 530) ~ . I I I I I~~> ., I I ~;' "'., "'" ....' .... ,.... ....- ..... "'-' ,.... ....- "',- "'" "'., ..... "'-' ..... .'.., "',. "'1 'IJ' .. ~ 'IJ' t 'IJ" ,," ",.. i 'IJ .. 'IJ 'IJ 'IJ " 'l " " , ," "...:I, .......~.. .I. .I>"......~, i. ."t.:.. J, ,t.: ~ J, :',"...", J. .....,~ 110 .t, <"',' /A'.!~ ~. :,"...'.1. ,"':...'.1, ....:...'.l, :;...'.d, ....:...' ~ ' J, :.......'IJ ". ..........." &, ,I>; ~'IJ... . .. .. .. .. " ,; , " ~ r ..-.. .. .. .. 'IJ .. ..,. " .. . l '\;.. ., , .. . t .. .. . " l' .. . fI 't .. . '" , .. . t , .. . t l.. .. t l' .. ,,. .,... .. 't ,. .. .. l 'jr.. " ,... , l " .. " 't .. ." 't .. .., 'J .. . 't ~~: :. " - '. . . . I /I I I I .. '.. 10. : '. I I I ~.:.: " I '. ..,. ,It, I I I II '. '. . . ., I II I h.. : I I 10.... r... /I I I II ", ..", '. . . , 1 ,BLOCK WALL/REINFORCEMENT , S-2 I SCALE: N.T.S. - #5 REINF. ~ BAR 1> -<,> ........& \ r~ u~~,~~~~1 #5 STD. 900 HOOK SCALE:l"=l'-O" 20" MIN LAP t . t \:#~~OR #4 REINF;RCING BAR #3 & #4 LAP SPLICE 25" MIN. LAP .m .JLY~~ ~~INY~~N7B~~' #5 LAP SPLICE " 36" MIN. LAP " 1 1 ....I'. n9~~n9'~,>n~s ~~1 ?~~.,'~n~sn~s ::-. #6 REINFORCING BAR #6 LAP SPLICE / //1 ::>< t'//////// // ~ I @: I I lI' lI' lI' lI' :.:: o lI' lI' lI' lI' lI' lI' lI' lI' I I @: I I I I f9D\ ~ / ~ 0 0 @ } / o 1/ 1/ lI' 1-0 0~ 7 lI' / / / / / / / / / / / I , 9D , LINTELS AT ENTRY DOOR w/RAlsED ENTRY S-2 I SCALE: N.T.S. - J , 5 \ REBAR SPLICE DETAIL S-2 I SCALE: N.T.S. / / / / / / / / !/ lI' lI' o / / o / / / o 1/ / / / / / / lI' /I '/////1 V/// @MIN o LINTEL PLAN '.T,S. SEE ELEVATION T.O.L. & BEARING .... .. ~..." ....., ~.... '" < "".. ... < ....,.. < ...." . ~Ij..~ ... . .... '" . "'.." . 'lo" .. . 'lo,... , ' ~ lilo l 4'" . l j If . ,. 1'<: 1> ~ I 1 .. 'I j" . .. j 1 1> ~". ., ~ :: ~ ... .... ~ . "'....." . ~.." . ~ ~" .. .. .... '" ' """ . 6< "'.. ... <" .. .. ....... ... . ...... . ~ '" , .... ,,1 6 "I .... 1 6 't "'.. 1 J" ".. 'J J" .. ~ 'I J 'i' "'.. .,. J 'i' .".~ " J ~ .... "I J 1 1>, .. J ~ 1>.. ,. J 1 ~.. ", ~.., , ...........' " '. '. '. '. '" .. '. ~ .. 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W~f->-OOI-..J::C C I3:(.)o:NW(.)O::O 22 f-O~2:IZ~cJ~ 8 ~ tn 8 ~ ~ tnDD ~ . MOO N--, ~--' 0- NI LQs f'-W ~- ~> L()I- ~~ >-0::: o:::() OM I-N Z~ WI- >0 ~--' 0) o (1') N o Z o ~ ~ ~ f- b(/)t::! ~ ~~~ C/) ~Zf- cf5811')C3~ r--NZ~} ~N.-1 !::M.t ~....J.-10:: o I.J..... 0;> :J (.) 'eIlr--l-- (/)->::0(.)~0) .-1 g. <:t ~ Ei: . ~ I1')Q.II-WO<l: 0) <l: D.. (/) (.) Z 0 11') o o ("oJ .-1 .-1 .s:: ~ ell 2: o o \JJ W I- :J 0 Ul~t' zor-t' O>IDN _.JOlll ~ OJ U) ~ >WMU) -~Mt' o 0 I A I .J ['l1 ~ U1 L.&. r- I I- ~ OJ ~ ~ n. :... I- ~ ~ .1- Z o o \JJ o Z W Co? Z CIi~~ 0 w_lf- C/) W :J oz(/):::!<l: O-I> ~::;!'t::s:(/) <l:C\lWO:::~ Co?rl~Oo zo:::ooo ::OWwU <l:LLI--'f- 0::: 0 f-L:)z o:Jo:::(/)~ (/);;woo::: I(/)C:Z::::l f--<l:<l:U z o (j) >8 N(j)~~ L!) Z (.) .-1 O~M- N (j) c.o 0... .-1 0)0 >M........ W.-10 '~ 0:: 2 2: lLJ o z <( O::(Y) <DO --JO ~N Z wO :;?!--I ~O ~() ::5 a.. w ~ 0:: () >-I.J....Z Zf-O - <l:z- I-- z W SQ -(/)> OZ- o woO ~(.)C3 Z oz- OW 0:: I-- 0:: ~ S o...-I.J.... I ~~ ~ WWO:: '" co I f- f-f-rE - Ol-U 0:: z:J >-00.: >- <l: I 0:: ::;:!t:0 a.. z 3: (.) <r0::lJ.J O ...J W 2: D..zO () (/)ZI -<l:(/) 2=::;:!::l (#5 REBAR AT TOP 'v1,~ (1) '~~'D -- . ~I . _ ...d.:.. . "._ .. ' .. ,," ~ - ;::~. 0;::... -4 ..t." .',- -...'..' ...."~"- r- ;::.1~ ,,";::.~ ---C.~,L.. I r--- ......" .... ... . ._ .....J ~ .... ' .." .,. ~" ~ ~ ~ ~ HURf~ICANE A\CHORS\ (TYP.) \II I "J:o;JI4:'~.J..~.~.....;.Tr ""; r}:~~::- ~~T ':~F ':~J ':;;: ;:~..~ ;::: ~ ~ ~ .. '" I. ", . . '" ' . '., - . ..0. .' . c. "'...? A" .., . J 'I ll., ,. J"'l ll... t J" Sr... 'f ,j "l ~.. 'f A .. ~ -'~'-'~'- ~ - ~, ~SEE FOOTING DET/\i.L TYP. MONO. FTG. SHEET NO. 5-2 D.. 0:: o (.) W 2: o I (/) ::l M o o N @ OF 25 LAST PLOT DATE March 11, 2005 DETAILS *DIAGONAL SPACEC AT 15'-0" O,C. MAX /~--'. ~ /y \ ~ ';1 ,;~~- - ~ . tJ.S~ \- - _:-) - '\ :r;--..;::"- BLOCKING , "'- MINIMUM 2"x4" ~ CROSSBRACING (SEE PLAN FOR V ~ LOCATIONS) (3) 12d ~PER JOINT : (: /' r J r 00 \ 00 rx : \_CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. ~ :::::: - . - -.- - ~ ~ '7) r I - I I ~ - r--I r I. _.... _ I - , - ..;::"- . . . I 1.__ I ~ -, CONTINUOUS LATERAL BRACIN NAIL OVER X-BRACE AS SHOW INSTALL BLKG, AT TRUSS WEBS FOR NAILING ~ - I , - - I - -, X-BRACING - 2x4 SPF OR SY wi 2-16d @ EACH TRUSS WEB I 2A CROSS BRACING DETAIL (TYP.) , 8-3' NOT TO SCALE -. ( 2,CROSS BRACING DETAIL (TVP ) ~ SCALE: N.T.S. -. - G.C. TO PROVIDi:; 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 DETAIL 2/S3\ CONTINUOUS IOTTOM CHORD r BRACING 2 X L MIN. SEE DETAIL 3/S-3 \ / ></ E. ~/ \2J7 ~ 'yl\ ~u .,/ ~ - q~ ~~ q <:t o w ~~~ <:t " --~ ----'" ----- ----/ --~ -~ IT' >< ~ <:t ----~ [JJ - - - -~ ~ ~ q~ 02: .-1~ ~ <:t o z W D.. I >< ~ <:t ~ q~ 02: .-1~ q <:t ~~ . ~ 2:~ >< ~ 11--- o w o w L TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT .-. BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. I 4,REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN \ S-3 J AS PER HIB 91 REV. 7/19/03 SCALE: N.T.S. r_ 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 COI\CENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERALBRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2,16D NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKIr\G DETAILS CONV. FRAMED RIDGE TYP. HAND FRAMING ABOVE TRUSS- 2X4 BLOCKING B 2X4 STUDS & PLATES AT 2',0" O.C. //'--\\,BETWEEN EA. TRUSS ~~~2~ ~~I~~~TW~~6~ EACH DIRECTION TYP. U.N.O. 2X4 DIAGONAL AT 8'-0" O.C. ...... A NEXT TO PRE-ENG. TRUS -2x8 BLKING. NAILED @ EACH MAX & EACH END ALTERNATE "lIlIIIIIII SIDE w/ (3) 12d NAILS WHEN I REQUIRED wi (2) USP MTW12 l DIRECTION TYP.___ W/ (14) - 10d X 11/2" EACH /' '\. I \ Z I ~ ~ I \ X' F-~~Z ~h ~ VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR USP RT7 OR HCLR/LL WI 8 - 8d IN PLACE OF (4) 10d * ~ COLLAR TIE .........1- EVERY 3rd RAFTER 8" 0 BLOCK TIEBEA W/ 1#5 REBAR U,N.O. '-**~ TB BEVEL CUTS V- (OPTIONAL) / ~~2X4 SPF 2 (2) #7X 3-1/2' WOOD SCREW EACH TRUSS OR USP RT7 @ 48" O.C. D~V- 7 / / PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOr- CHORD AT ALL HAND FRAMED AREAS TYP. DIAGONAL ....... AT 8'-0" I" MAX 7- L. * 2x8 #2 SPF RIDGE BEAM ** 2x6 RAFTERS @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM - ~ ... X -r-__ ........ ~WOOD '- .t:.7' TRUSS X I 2X4 CONT. AT} ~ T&BCHORD ~ _ A-A ALTERNATE BLOCKING 9 ,DETAIL @ INTERIOR BEARING ~ REV. 8/3/04 I of x ~ ~ CONC. MASONRY STEEL OR WOOD BEARING SUPPORT x -- '-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" ,-PROVIDE 2X4 MIN. BLOCKING AT ROOF ~ ~ OF HIP/RIDGE, TYP.BETWEEN TRUSSES SHEATHING W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. ~lA TRUSS A~ ~ '~~ ~ / "~,~I~ SEE r- ~ PLAN ..#' ~ 2X4 BLOCKING BETWEEN TRUSSES SECT. A-A . ....J ....J <l: ~ ::) ~ () ~ o .-1 o I- D.. ::) .- J 10 , S-3 I I I I I I G.T. ADD 2X4 ALONGSI ::::: TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) JACK TRUSSE~ (2) 12D NAIL AT 12" O.C. MAX .- I 2B ,HIP fRIDGE BLOCKING DETAIL \ 8-3 'REV. 7/18/03 3/4"=1',0" - -r\-~ ~ ~ ~ -Uv- ~ EDGE VIEW 7/16" O.S.B. EA. SIDE 2X BLK'G. TO O.S.B. W / 2 - 8d EA. END ~ WHEN REQ'D RECESSED PRE,CAST LINTEL I I I I I I ~ NOTE: MAY CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING I AROUND CURVE. MIN. 2 TAPCON ANCHORS TO 2x8 '" I "'JI "'- I ~//;.. :~:(2)16d;:~~~~~ .....~. I I EACH END 7/16" OSB WI 6d NAILS I 16" O,C. TO SIDE & TOP NAILER I I 1 I 1 I I I I 2x4 SPF CONTINUOUS BLOCKI G ATTACHED TO 7/16" OSB WI (2) 8d NAILS, SEE DETAIL ABOV x8 P.T. W/ TAPCON HW4-2 4 (1/4"x2-3/4") @ 12" O.C. MAX 10'-111,4" MAX WINDOW OR DOOR OPN'G DET. @ ARCH WINDOW FRAMING , CMU WALL 3-17,04 SCALE: N.T.S. PRE-ENGINEERED \OVERLAP TRUSS BRACING 6" WOOD TRUSSES AT LEAST ONE TRUSS SPACE OVERLAP W I.J....~O:: "00::0 W I.J....I.J.... ~~2:~ 2:-0:J W X~O::O () o::Jl.J....(.) I-- o::oz(.) D.."",w<l: O 0...""~1- <l:0<l:0 Z LLJO::f-z o::l.J....w W <l:zo::o '1"'1 oLLJ<l:O ~ W~(/)o <r: f-~ZZ I- 0 o<l: :Jw-w O oo::(/)"'" <l: Z "" . o ~(/)W<l:z LL e"z~EtQ <l:000f- w bcnO::f-C3 0:: o~Q~:J <r: I.J...."",O::(.)D.. W""wOD.. :=) O::Ol-a5<l: a <l:....J~ ....J ::::l....J .0::....J (f) a(/) <l: (/) 0 :;5 0:: ....J "-;> ....Jw:::;!o>- ....J>:;::zo:: <l:0:><l:0 .. . I ~~ ~MINIMUM (2) 16dPER JOINT\ . r ~MINIMUM 2"x4" SPF OR * SPACED AT 15'-0" MAX SYP TRUSS BRACING 3l~ ~ :Q' 'In@ ~'u ~ ~ <( CO ~ ~ ~ ~ . en 0 0 (I)(\1g:~ Q)C@o - '0.0 IT: ....J ca.- -:::J .....J ... en b:: co <( OQ)w 0:: -g (.) f- ~ Q- ~ ~ ~/ (/) w ~ L~ g(1') ~ ~~j) ~~ ~~ <.::l N (1') <:t zC'1 (1')0 <l: ....J (1') (1') 0::1.J.... NN ~ ~' ~ ~ (/) 0... 00 00 11')0 r-:.r-:. <:to... 00 @ _ 0) <l: <:t <:t .~ .JI!. Gi) J:) w e" 000 I ~ N Z ~(/) 3: CD - <.::lZw <l:CD..-I ~ (/)~Qo O::NCD (/) . of-O 0..-1=1:1: Z ffiz<l:(.) w~f.8Li 0 W<l:~<.::l II=I:I:. i= ~tn~z f-f-...ILU ::;) <.::l 0:: U 0 0:: I.J.... LI. Q.. .... ZW1S:....J OOLLiz" 0 wO(/)S(/)I.J....ZQ..LU (/) wZ(/)COZOO ~Q Z I:JZwQ::Ji=za: f-Oc:rI(/)<l:O::~:) ~ I.J....z...Jl->wOoal en O<l:D..IW(/)D..a:.... IJJ t!;w<i!t::O::o<i!al...l C wgO::3:C'1Zo::c:iLU < COw::::l>-8<l::J c( C W....Jf-....JNOI-~::t: ~03:g~I~gc(~ ~ 0:: "" I- '''l 0:: 0..:: 0 o Z f- 0 - =:: f-DD ...I f-~(/)(.)3:(/)(/) LL. TRUSS BRACING OVERLAP @ DETAIL (TYP.) 8-3 SCALE: N.T.S. . - r-- ~ ~ ~ -lPy- ~ EDGE VIEW 7/16" O.S.B. EA. SIDE 2X BLK'G. TO O.S.B. W / 2 - 8d EA. END MOO N-I ~-I 0- II N LQ$ I'-W ~- ~> LOI- ~~ >-0::: o:::() OM I-N Z~ WI- >0 ~-I SEE 6jS- FOR CONN. (3) 166 \ COMMON NAI LS(TYP) ~ ""---HEADER PER LOCATION ---.... \ / ~ ~ ~W//~ ~~. //,"' ///AY ~~ ~ ~/16" OSB WI 6d NAILS @ ~~ ~ 16" O.C. TO SIDE & TOP NAILER ''l ~ 2x WI (2) 16d TOE NAILS ~ , EACH END TYP. t\ 2x4 SPF CONTINUOUS BLOCKING ATTACHED TO 7/16" OSB WI (2) 8d NAILS. SEE DETAIL ABOVE 7'-011 MAX WINDOW OR DOOR OPN'G ~ 11 \ DEI. @ ARCH WINDOW FRAMING , 5-3 I FRAME WALL 3-17-04 SCALE: 1/2" = 1'0" - m o (1') N o Z co Q ...: CX? ~ f- r- N ItI -(1')I1')e" COONZ ~~ ~ w 2:5 c: C'1 ~ <i! w co t1: ....J .-1 0:: I- 2: 0I.J....co:J5.-1 . co" r-:. f- - c.o (/)..:.::0(.)!:!::.-1 Q. <:t :J f- 0) W .-1 0 0:: 0:: . I- I1')Q.II-WO<l: 0) <l: 0... (/) (.) z 0 11') o o N .-1 .-1 o o \D W f- :J 0 U1 ~ I""" t' Z 0 I""" t' o>rhN _..JOin ~ lD \D m >WM\D -~Mt' o 0 I A I ..J M ~ U1 u.. I""" I ~ <{ qJ <{ W D. .... f- ~ ~ .~ Z o o \D o z W '-'(/)z U;:r:~ 0 WI-(/)W:::i oz(/)::::!<( OO-:r:> z~t::~(/) <("'WO::~ ,-,rl~Oo ~O::ooO ~OwwU <(LL -'I- o::oi=l5z O:::io::(/)~ ~~tOO:: i=~<(~B z o (/) >i8 C\J C/) ~ :::;- 1.O Z (.) .-1 O~M- C\J C/) c.o 0... r1 _ 0)0 >C'1....... W.-10 , ~ 0:: i8 2: lJJ 0 2: Z W 0 0:: <( () >-I.J....Z zl-O - <l:z- 0:: I-- zw~ ('f) -(/)> CD 0 OZo 0 tjO<l: Z :J(.)O --.J 0 oz- OW 0:: <( C"J I- o::[::g D..-I.J.... wO::....J - I 0::3:<l: Z '" wwO:: COIl- wO - f-f-~ 01-(.) 0:: z:J . ~.....J >-OD.. >- <l:IO:: ~O 2:t::0 Q.. 3:U zU z ::so::w 0 w2: :) D..zO () (/)ZI 0.. -<l:(/) ~2::J SHEET NO. D.. 0:: S-3 0 (.) w ~ 0 OF I (f) 25 :J C'1 0 0 LAST PLOT DATE N March 11, 2005 @ DETAILS en Q)Q)-l (l)1O~ Q)._ 0 Q)(.)iJ5 ~ ~ ~ I en ~ (I)(\1D.. Q)C@ - 'OJ) IT: cu.- - ...enb:: oQ)W E-g(.) ~iI' ~ c::::::J 0 ~<(CO (/) W o e" z o ....J :J CO w 2: 1.J....<l:0:: '00::0 w I.J....I.J.... ~W"",f- O""Z 2:-0:J x~o::o O:JI.J....(.) o::oz(.) D.."",w<l: D..""~I- <l:0<l:0 wO::f-z o::l.J....w <l:zo::O OLLJ<l:O W~(/)o f-~ZZ o o<l: :JW-w oo::(/)"'" <l: Z "" . ~(/)W<l:z t:)z~tEQ <l:000f- 5iJ50::f-5 0~0~:::J I.J.... "",0: (.)D.. w""wOD.. O::Ol-a5<l: <l:....J~ ....J :J....J . 0:: -.J a(/) <l: (/) 0 <l:~ O::-l'- w-.JO :::J>:;5zo:: <l:0:><l:0 w () I-- o Z w '" ~ o ~ w 0:: <:( :J o (f) ....J <i: 0:: I- 2: o (/) (/) w o (.) ....J (1') i:L X COOI.J....<l: wr-- OI.J.... e" N (1') <:t zM MO <l: ....J M M 0::1.J.... NN ~ ~" ~ ~ (/) 0... co co 11')0 r-:.r-:. <:to... 00 0) <l: <:t <:t TRUSS DESIGN NOTE: TRUSS @ END OF CROSS BRACE TO BE DESIGNE FOR ADD'L 70 PlF UP & DOWN TOP CHORD DROP GABLE END TRUSS & LOOKOUT RAFTERS FOR O.H. GREATER THAN 12" FOR 12" AND UNDER - SPACE OUTLOOKER BLOCKS AT 24" O.C. SEE STRUCTURAL NOTES AN NAILING SCHEDULE FOR, SHEATHING DETAILS I CRIPPLE STUDS @ 16" O.C. BETWEEN HEADER & TOP PLATE WHEN APPLICABLE WI USP SPT22 AND USP SPT24 TOP AND BOTTOM EACH STU D (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 , , , , , , , , , , , , , 2X6 BRACE/,q1\IL~D TO SIDE Q.IZ GABlE " TRUSS/WEBS' , / , , / / , " " , ~ " ;' I " ;';' " " ,,' ;/' , " " , , I ;' , " , , I' , " V V '" " , " , ... , " , / , , , , , rRUSSE ", 2X4 SPF BLOCKING @ :', PANEL EDGES WI (2) 16d ~ ", NAILS EA. END TO TRUSS :', " , , -NAIL SHEATHING @ 4" O.q. " " STAGGERED wi 8d " ' , , / , , , , , / LST A18 - STRAP BLKG. @ 1st TRUSS w e" 00 cJ :r: ~ N Z 1-. (/) 3: (Q e"zw <l:(Q.-4 (/)~Qo O::N(Q CI) - 01-0 oorl~ Z ffiz<l:(.) w~~Li 0 LLJ <l: ~ t:) :r: :r: ~ , j: ~tn~z f-f-..,JI.IJ :J e" 0:: U 0 0:: I.J.... U. C. -' ZW~-l oo~z 0 LLJo(/):5(/)l.J....zC.1.IJ (/) wz(/)coZOO ~C Z :r::JzwQ::Jf=zc:: f-o<:r:(/)<l:O::~::J <.:J I.J....Z-lf->l1.JOoln en O<l:D..:r:W(/)D..c::.... LIJ f-w....JI-O::o....Jln..,J Q (/) e" <l: :;: M z <l: . IJJ woO:::>O<l:O::c:cc:c < cow~>-o ~..,JJ: 0 W-l(.)....JNO(.)c::u ~ :r:3:-.D.. w ...._ !.IOo f-O~2::r:z~o:! 2 ~ tn 8 ~ ~ tnDD ~ USP MTW2 @ LOOKOUT RAFTERS IF APPLICABLE STRUCT. SHEATHING 7/16" MIN. THK. - NAIL w/8d COM. @ 3" O.C. EDGES & 6" O.C. FIELD 10d @ 4" O.C. CJl o M N o Z ~ g ~ I <( f- b(/)~ E <:to::O:: o xWo l/) <l:w ~ Z -MI1') COON CJr--orlW 'O.ONN C:(1')...t~w ro....J o::f- 0.... I.J.... orl <l: orl CO:J(.) . roO r-:. f- - CD (/)--"O(.)~orl a. <:t :J f- CJl W orl 0 0:: 0:: . f- 11') a.:r: I- w 0 <l: 0) <l: D.. (j) (.) Z 0 , . l l~ I I I I , I " ' (2) FULL-LENGTH STUDS AT EACH SIDE OF OPENING 2x4 SPF CROSS BRACE @ 48" O.C. - NAIL w/3- 10d AT EACH END & AT CROSSING AT 45% ANGLE 11') o o N TRIMMER STUDS: (1) REQ. EACH SIDE OPENINGS UP TO 6'-0" WIDE (2) REQ. EACH SIDE OPENINGS 6'-0" TO 12'-0" WIDE -GABLE TRUSS FRAMING AROUND OPENINGS SHALL BE No.2 OR BETTER SYP lOd @ 8" D.C. STAGGERED EACH MEMBER (TYP,) NAIL TOP OF liT" TO GABLE TRUSS w/2,12d & (1) USP LFTA6 WI (16)-8d NAILS / , / CO.NTIN,lJ6us 2X4 SPF : ~iSA~NING (4) TRUSS ~'BAYS (8 FT) NAILED TO : ~4 BLOCKING @ 4" O.C. ~'w/12d & -12d TO CHORD I I I , , , NOTCH. BLQCK @ PLATE rnf.NA(L w/ 3-16d " " , , , , , , , , , , , , , , , , , SEE PLAN FOR ADDITIONAL SECTIONS REQUIRED o o ~ W f- :J 0 U1~t' ZOr-t' o>chN - ..J 0 11l ~CQ\Dch > W ['I'] \D - ~ ['I'] t' o 0 I A I ..J [11 ~ U1 l.&. ..... I f- ~ 00 ~ ~ [l :... f- ~ ~ .1- Z o o ~ r SEE PLA EACH TRUSS 2X4 SPF BLOCKING BETWEEN TRUSSE @ 48" O.C. MAX. NAIL GABLE TRUSS TO PLATE w/16d @ 4" O.C. .... ~SEE PLAN BLOCKING BETWEEN WEB&- TYP. AS REQ'D FOR PLYWOOD ATTACHMENT GIRDER TRUS (2) 10d TOENAILS OR (2) 16d ENDNAILS EA. STUD 1/2" x 8" A.B. @ 48" O,C. MIN. 1/2" MIN. OW CEILING NAILED w/5d COOLER NAILS @ 7" O.C. 4 BAYS LINTEL -COURSE ... 2 x 4 LEDGER WI (2) 16d NAILS AT EACH WEB _MASONRY WALL NOTE: SEE PLAN DETAILS FOR CONNECTIONS THAT MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES SECTION AT ENTRY SCALE: 3/4"=1'-0" GsA6LE END 6RACINGs w/o VOLUME CEILINGs TYP. FRAMING @ EXTERIOR DOOR OPENING SCALE: i'.U.S, SCALE: 3/4" = 1'-0" o z W ~tIJ~ tlJI- 0 Wl-tlJw:J OZtIJ::::~ OO-I> z::;!;t:3:tIJ ~NWO::~ "orl~OO ZO::OOO ~OwWU <(l.l..I....J1-- O::OI-L5z O:Jo::tIJ~ ~;;~OO:: ~~~~B TRUSS DESIGN NOTE: TRUSS @ END OF CROSS BRACE TO BE DESIGNE FOR ADD'l 70 PLF UP & DOWN TOP CHORD DROP GABLE END TRUSS & LOOKOUT RAFTERS FOR O.H. GREATER THAN 12" FOR 12" AND UNDER - SPACE OUTLOOKER BLOCKS AT 24" O.C. 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/? /16" OSB SPACER UNLESS NOTED OTHERWISE ON PLANS BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAILS z o (/) >2 C\J CI) ~ :::;- l.!) Z (.) orl O~M- C\J CI) I.D D.. --..J 0)0 ... - (1') '- >orlO W '~ o::2~ UTLOOKER BLK. uSP MTW12 W/ 14 - 10d X 11/2" @ LOOKOUT RAFTERS IF APPLICABLE STRUCT. SHEATHING 7/16" MIN. THK. - NAIL w/8d COM. @ 3" O.C. EDGES & 6" O.C. FIELD 10d @ 4" O.C. , . ~,' r 1~ I I I . , I " ' LSTA18 - STRAP I 2X4 SPF BLOCKING @ I I PANEL EDGES WI (2) 16d t, NAILS EA. END TO TRUSS : ", -NAIL SHEATHING @ 4" O.C. i, " STAGGERED w/ 8d : ", ", I ' , I " I , I MOO N--.J ~--.J 0- NI LQ3 I"-W ~- ~> LOI- ~~ >-0::: o:::() OM I-N Z~ WI- >0 ~--.J (2) FULL,LENGTH STUDS AT EACH SIDE OF OPENING UNLESS NOTED OTHERWISE ON PLANS TRIMMER STUDS: (1) REQ. EACH SIDE OPENINGS UP TO 6'-0" WIDE (2) REQ. EACH SIDE OPENINGS 6'-0" TO 12'0" WIDE lLJ 0 2: Z W 0 0:: <( () >-LJ...z zl-O <l:z- 0:: I- ZLLJ~ (Y) -(/)> <.9 OZ- 0 woo 0 (.)(.)<l: Z :J 0 --.J 0 oz- OW 0:: <( ('\J I-- o::~g o...-I.J.... wO::....J - I 0::3:<l: Z '" wwO:: CO:r:f- wO f-f-~ Of-(.) 0:: Z:J . ~--.J >-00... >- <l::r:o:: ~O ~t::o 0.. 3:(.) zU Z ::5O::w 0 w2: <t.: D..zO --l () (/)z:r: 0... -<l:(/) ~2::J SHEET NO. D.. 0:: 8-4 0 u w 2: 0 OF :r: (j) 25 ::::l (1') 0 0 LAST PLOT DATE N March 11, 2005 @ DETAILS , , , , , , , , , 2x4 SPF CROSS-BRACE @ 48" a.c. - NAIL w/3- 10d AT EACH END & AT CROSSING AT 4:)'% ANGLE FRAMING AROUND OPENINGS SHALL BE No.2 OR BETTER SYP - USP MP34 EACH END, TYP. lOd @ 8" D.C, STAGGERED EACH MEMBER (TYP,) GABLE TRUSS - DBL. 2x4 SILLS FOR WINDOWS CRIPPLE STUDS @ 16" O.C. W/ USP SPT22 AND USP SPT24 EACH STUD NAIL TOP OF "T" TO GABLE TRUSS /2-12d & (1) USP MTW12 w/ 14-10d x 11/2" I , I , I // : COj'<jTIN)dDUS 2X4 SPF I S~ANNING (4) TRUSS [-'BAyS (8 FT) NAILED TO : dx4 BLOCKII\G @ 4" O.C. ~/~/12d & 2-12d TO CHORD I I I , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , 2X4 SPF BLOCKI NG BETWEEN TRUSSE @ 48" O.C. MAX. NAIL TRUSS BOTTOM CHORD TO 2X4 DEAD- WOOD w/16d @ 4"0.C 1/2" MIN. DW CEILING NAILED w/5d COOLER NAILS @ 7" O.C. USP LSTA30 wi (22)-10d @48" O.C. NAIL DEADWOOD TO TOP PLATE w/16d @ 4" O.C. 4 BAYS (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 . FRAME WALL 2x4 @ 16" O.C. (TYPICAL) GsA6LE END 6RACINGs w/o VOLUME CEILINGs TYP. FRAMING @ WINDOW OPENING SCALE: N.T.S. REV. 9/30/03 AS SCALE: 3/4" = 1'-0" w () I-- o Z w <.? <:( I-- o ~ W 0:: <:( :=) a (f) w 2: 1.J....<l:0:: "00::0 w I.J....I.J.... ~W"",f- O""Z 2:-0:J x~o::o 0:J1.J....(.) o::oz(.) 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OR WOOD TRUSS (WOOD TRUSS SHOWN) NO SCALE REV. 10/10/00 PJM UPLIFT CAPACITY - 1890 # SEE SCHEDULE M(/) N-I ~-I 0- NI ~S I'--lLJ ~- ~> L{)....... ~~ >-0::: o:::U OM .......N Z~ lLJ....... >0 ~-I z o (/) :>~ N (j) ~ ~ L.{) Z U .-1 O~M- N (j) (!) 0... -----I 0)0 " - (1')"- >.-10 w '~ 0::: ~ 2: iQ ,= 10''' ~<(CO (/) w o e" z o ....J :J co ..J ~ f- 2: o (/) (/) w o (.) ~~ ~~ ~~ ~g <l: ....J (1') (1') O::I.J....NN o - 00 .~cooo (/) D.. 00 co 11')0 r-:. r-:. <:t D.. 0 0 0) <l: <:t <:t 0) o (1') N Z ~ Q ...: C9 ~ f- b(/)~ E ~ffi~ ~ <l:W::C tJl I.J....zf- .Q(1') (3 cooN- Q)r--.-1 0 g?~ ~....J CO....J,,<<l:f- o 1.J.....-1 O::<l: . co' ~ ~ ~ (!) (/)~0(.)~.-1 Q.<:t:::J1-0) W ~8.::cg:ffio ~ 0) <l: D.. (/) (.) Z 0 o o \JJ w I- ::J 0 Ul~t' zor-t' > I N D...JD"Ul en OJ 0 I _ \JJ ID > W ['I'] \JJ - ~ ['I'] t' Q 0 I A I ..J ['I'] "'C, U1 IJ. .... Ll I- ~ OJ ~ U1 C. I ~ W ~ .... I- ~ ~ .~ Z o o \0 o Z W (.:;l Z Vi~~ 0 Wf-U')W::J oZU')::::!<l: OO-I> z~t:~U') <l:NWO:::~ (.:;lrl'::i:Oo 20:::000 30wwU <l: "-0. I <i! t:; 0::: f-w~ o::Jo:::U')1i ~~~oo::: ~~<l:~a w 0 2: Z W 0 0:: <( () >-l.J....z zf-O <l:z- 0:: I-- z:w~ (V) -(/)> CJ oz- 0 WOO 0 (.)(.)<l: Z :J 0 -.J 0 oz- OW 0:: <( C\I I-- o::~g o...-I.J.... I wO::....J - 0::3:<l: Z <.? WWO:: co::cl- wO f-f-~ Ol-u 0:: Z:J . ~-.J >-OD.. >- <l:::CO:: ~O 2:t::o ~() 0... 3:u ~o::w 0 w2: :5 D..zO () (/)z::c -<l:(/) 0- ~2::J SHEET NO. D.. 0:: 5-5 0 (.) w 2: 0 OF ::c (/) 25 :J (1') 0 0 LAST PLOT DATE N March 11, 2005 @ DETAILS ~ ~ ~ ~' '1~0 ~'u ~ ~ <( co ~ ~ tI: ~ . en 0 0 (I)(\1g:~ Q) C @ ~ - 'OJ) IT: ....J ns'- i=:::l ~ ... ~ 0:: en <l: O..,w 0:: -g (.) f- E ~L-'f- ~ ~ V ~ ~ ~ ....J(1')I.J....X ......,,~~/r:\ CO 0 I.J.... <l: f4- /E7 vi w ~ 0 I.J.... ~N (1')<:t z(1') (1')0 iF ~__~"(tl <l:....J (1') (1') --.....-. '-'-" 0:: I.J.... c;< c;< o '00 .~ coco ~ r:'\ (/) D.. 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INTERIOR - EXTEND TO ROOF SHEATHING :______ 1/2"x 12" A.BOLT 6" FROM ENDS 2x4 SPF STUDS THEN 32" O.C. _ OR 5/8" w/8 1/2" @ 16" O.C. /EMBED WEDGE BOLT 6" FROM ENDS USP SPT22 _---- THEN 32" O.C. W/#3 PT SYP @ EACH STUD ~ BASE PLATE ......'.'4'. . '..~~...~~~~...~--":~,' '." ':~." SEE PLAN FOR DIM. Il:'~. ~,t .4,..,.,. ,....",.,... =1 t.~ ,to.. '..~_:"~_J-~_:-."'_,'_""'-"'. . . . . . . . .', :::~: :':::" .,., '.' ','.',' OJ ~ ',. ~. ,.'.~'. 'y" ,,~ .. . .. , .. ; .. ; .. ........ 4"L 16" l4" ~ SEE FND. PLAN , FOR FOOTING SPECS. INTERIOR SHEARWALL @ TRUSSES I 18 ,STEP-DOWN. WALIL TO TRUSS , S-6 I NO SCALE REV. 9/30/03 AS SHEAR CAP. 500#/LlN. FT. 1\ TYVEK - r V; /TAR PAPER WRAPPED 6" /' UP EXTERIOR FRAME WALL AND SEALED BY TYVEK INSTALLER DECO FINISH WI V STOP VULKEM CAULKED TO II ~ TERMITE SHIELD I~'/ ____TERMITE SHIELD Y:>/;."'::i;:~'i ;.,,;,;',;:,;, '.'7 .. ~,$ l<,.. ~ .$" '" ~ ~ 4" ",. " ; ~J~~ "'~~~"<>~ ..'~::<>~ ..'~~,~' ,. < .. ~ " , ~,." , "',. ~ ~ ... 2"x TOP PLATE /~ L1/4" MIN. SPACE '~. .' ......... . ~., "~ ~<1', 11/ il< - ~ 2 ROWS 10d @ 6" O/C ,1,./ ~ - - 2"x STUD @ ,.------ 24" O,C. MAX. ,/' '\ 2"x P.T. PLATE~...... ;\;OTE: PLATE LENGTHS MUST BE ,./ AT LEAST 8'-0" LONG. TYPICAL \-BOTTOM SPLICE OVER STUD TYPICAL INTERIOR \..NQN- ~ING J SCALE: N.T.S. [t.v. l.-~-U;j A~ w ~ 00 0 :r: ~ N Z f-. U) 3: <D - ~zw <l:<D~ CI)~ zO O::N<D (/)__0 o~~ Z ' of-O <D....l ffi Z <l: (.) w ~ Ll) u.. 0 W<l:~~ :r::r:~. j:: zf-~z f-f-....l1J.l ::::J G ~ (.) 0 0:: I.J.... u.. 0. ..J ZW~-l OOu.iz 0 wOU)S(/)I.J....Zo.lJ.I (/) wZ(/)cozoo ~C Z I:J OWi=zo:: 1-0ZLLJu;....J0:::=::;) CJ I.J....Z::J;:5Li500CO Vi O<l:D..IW(/)o...o::-; LIJ I-w....JI-O::o....Jco....l Q U)~<l:s:""'z<l: 'IJ.I wOO:::>O<l:O::c(c( <C COw:::l>-o :J....lJ: Q W-lf--l","Ol-o::o :::: I3:(.)D.. w(.)c( .... 1-0~2:;:z~o:i 0 ~~tJ;g3~tJ;DD Li EXT. FRAM E WALL I 20 ,TERMITE DETAIL 'S-6 N,T.S (5\TOP PLATE SPLICE DETAIL , S_~SCALE: N.T.S. - J 3 , S-6 - 0) o (1') c;< z o 0 co - . 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JOINTS & NAIL @ 4" O.C. FLOOR SYSTE~ i.JII I ..JJ 'Il.--..u. II JJ.. W/8d COMMON NAIL ~ 2 8 P T ~ LL PLATE ~ r.-. ~ ~: 0 NO SPLICE @ HEADER - NAIL SHEATHING TO L- x .. oj. ~ HEADER W/8d COMMON NAIL@ 4" o/e ~ STORY ONLY) 2x4 P.T. BASE PLATE ,WALL SHEATHING INSTALL. & NAILING SCHED. I NO SCALE REV, 02-11,04 MD o o \0 W I- :J 0 ~ Ul ,.... I:' ZO"",I:' > I N D...JcnlJl Ul ID 0 I _ \0 C' >WM\O -ll:MI:' o 0 I A I ...J M "'4, U1 La. ,.... II I- <t 00 I U1 II I <t w ,.... I- ~ ~ 'r- z o o \0 SEE STRUCTURAL NOTES AND NAIU~G SCi-IEDULE FOR SHEATHiNG DETAI~ . J--. VARIES wi ROOF \f' SLOPE I 7 , S-6 x IX IX GIRDER SEE PLN. ""- FOR LOCATION ~ - 2X4 SPF BLOCKING BETWEEN TRUSSES ~ 24" O.C. MAX..lJ1 2 X 4 CO NT. AT (2)I~d EA. END (TYA.) 2'-0" O.C. WITH 16d NAILS AT (2) 16d NAILS USP MP34 fil --.... ~"O.C. MAX. ~ EACH TRUSS \ 2'-0" ON CENTER ~, ~ II. .. -= I I'--.~I ':.t! I I I I' ~'? I 112" 5PAC~ 8! ~5"EAT...'N6 j USP SPT24 TOP ./ ~ ~ (2) USP RT3----...1 USP SPT22 BOT (1) AT EACH BLOCK OF EACH STUD TO G.T. & (1) G.T. TO / HIP JACK 2)(4 SPF TO 6'-0/' fill~"O.C~ JACK TRUSS 1 J--. SEE PLN. 'f a z W <.::l Z Ui~~ a Wf--cnW::J aZcn=:!<l: O-I> ~:H:~cn <l:NWc:r::L;:; <.::lr1~Oa Zc:r::aaO ::OwWU <l:LLaI;;it; c:r:: f--w~ a::Jc:r::cn~ ~;;;tac:r:: 2=~<l:~B - {f9.2\EXTERIOR NON BRG. WALL DETAIL ~N,T.S. 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 z 0 u; -11') >0 C\J (j)w......... 0::" LO Z (.) " Of-"- C\J <l:(1') (j) to D.. oH 0)0 >""'''- M w ~O '~ (f) 0:: ;g 2: C\J ~ --.J UJ --.J 0 - 0 2: Z W 0 I :r: 0:: () >-l.J....z C\J <r: zl-O - <l:z- 0::: (V) I- ZW~ LO S -(/)> oz- <.90 0 woo I (.)u<l: Z :J 0 I"- 1l.J ....JO oz1'2 oWo <r:N I-- O::~....J ~ - o...-I.J.... > I wO::....J - 0::3:<l: Z wwO:: ~ '" co:r:1- I- wO - f-I-~ 01-(.) LO (f) 0:: z:J . ~....J >-OD.. >- <l:IO:: ~ 1l.J ~O 2:t::0 ~O 0.. z3:u ::JO::w 0:::: 0 w2: >- :5 D..ZO () (/)ZI -<l:(/) () a.. ;:2::J 0:::: SHEET NO. D.. 0 0:: M S-6 0 u w I- C\J 2: 0 Z OF I ~ (/) 25 :::l (1') 1l.J 0 0 l- N > LAST PLOT DATE @) 0 March 11, 2005 Z DETAILS --.J - 12 12 PRE-ENG. WD TRUSSES @ 24" O.C. '15 INSULATION BAFFLE '0 BATT OR BLOWN INSULATION MIN. R-19 ~ TRUSS ANCHOR (SEE PLAN) i ~ FIBERGLASS SHINGLE : ~ ROOFING FELT ~ ^ ^ ^ ^ ^ ^ ^ ^ ^ M1'i11.. ~ ~ SEE ROOFlr\G SCH EDU LE 1/2" CEILlNG:BO:R~'" ^ ^ "'^^^^- ~~~ -~ MET~L DRI; EDGE - USP SPT24 AT TOP ~ , AND USP SPT22 AT BOTTOM ~ '-..... ~2" X SUBFASCIA 1/2" DRYWALL- - ~I ~ CONT. VENTED ALUM SOFFIT OPTION: - O.H. ~(2)-2" X 12" SYP BM. OR WIF85 MAXIMUM OF (3) 2 X 4 PLATES MAY BE SEE ELEV. (~~liE~S696~~~WISE NOTED- SEE PLAN) ADDED BELOW THE HEADER W/ EACH W/2-2" X 4" SPF TOP PLATES PLY ATTACHED WI (2) ROWS OF 16d MIN. SPLICE 48" W/12d @ 6" O.C. NAILS AT 8" O.C. SEE 26jS-4 OR 27jS-4 ':-V; ALUM FRAMED WINDOW w/ SCREEN FOR MORE INFO @ OPENING NOTE: 40" MAX. SILL CEMENTITIOUS DECORATIVE FINISH HGT. ON ALL BEDROOM 7/8" THICK PER ASTM C-926-98A WINDOWS. 2" X 4" @ 16" O.C. W/2-12d EA. END W/ APA RATED (2) 2 x SILL~ STRUCTURAL SHEATHING (MIN. 7/16") 1/2" DRYWAL 7 NAIL 3" O.C. TOP & BOTTOM, 4" C.C. R-11 F.G. BATTS S-6 SIDES & 6" O.C. INTERIOR P T 2" X 4" #2 SYP BASE PLATE WOOD BASE ~'\.. ~ w;i/2" X 8" A,B. OR 5/8"X7" CONC SLAB~ \. "'~ ~ WEDGE BOLT, w/2" WASHER@ 6 X 610/10 W.w.M. -. ~ // /~ ~~~gEC' MIN. 6" FROM END 6 MIL VIS:UEE,~., ~,.:, ",:\~ ~ ~ -=- : _...1.01' OF 5,LAB -+ TREATEDI,~' ,....:.';.;', '. <:, ~ g~ ~ CLEAN FILL: <o,':,.~ iiSffi I < " , ""-- SEE FOUNDATION PLAN ~ :, ^ l\l\l\11 ^ ^ ^ ^ ^ ^Jf\ ^)."" ; ...... A... . .. ,'<.. 1/2" CEILING ~OARD~....----" l 3/4" P.T. NAILER ------ ./ \ 1/2" DRYWALl.: _ )- -- CURTAIN NAILER 1 X 4 P,T, @ WINDOWS 1 X 8 P.T. @ S.G.D. ~ ---------- ~i~ METAL DRIP EDGE J~I'-......... ~ 2" X SUBFASCIA ~ ~CONT. VENTED ALUM SOFFIT ~ I ~ 8" X 8" X 16" K.O. LINTEL BLOCK __O.H~ W/l #5 DIA. REBAR & S-EE ELEV. 3000 PSI CONCRETE PRECAST "U" LINTEL WI 1-#5 CONT. IN 3000 PSI CONC. @ OpNGS. 6'-0" & OVER. ""'IlI~PRECAST "U" LINTEL ALL OPENINGS _'" UNDER 6'-0". ;:j .- FILL CELL -1 #5 DIA. REBAR WI 3000 PSI CONC. ALL LOCATIONS SHOWN ON FOUNDATION & FLOOR PLANS ALUM FRAMED WINDOW W/ SCREEN SEE STRUCTURAL NOTES AND NAILING ~ SCHEDULE FOR SHEATHING DETAIL~ X ~LER TO ~ GIRDER TRUSS. NAIL WI 2 - 12d EAC~ WEB CROSSING MATCH TRUSS / ~ BOTTOM PROFILE / :: '=X X ----1- ,../ ~ HI' DBL. ~I "-1/2" SPACE PLATE "- HEIGHT ~~I~ ~ :: ~~~~_~~i_~_~~~~_____________~~~I~~_ _ 1 I R:S",- OF EACH STUD I .............2X4 BLOCKING 2X4 SPF BLOCKIr-..G BETWEEN TRUSSES @ 24" O.C. MAX.wl V(2)16d EA. END (TYP.) HIP GIRDER il--TRUSSES SEE PLN. TRUSS END %. MARBLE STOOL 1 X 2 P.T FURRING USP MP34 @ EACH BLOCK R-4.2 FOIL INSUL ON EXT ....______ BLOCK WALLS - PRECAST CONC SILL 1 X 4 P.T. BASE NAILER 8" X 8" X 16" CONC. BLOCK WOOD BASE CEMENTITIOUS DECORATIVE FINISH CONC SLAB ~ _ FTG. DOWEL #5 DIA. REBAR 6 X 6 10/10 W.w.M ~ 18" IN CONC. -25" EXTEND (ACI 530) ~ ABOVE SLAB, ALL LOCATIONS 6 MIL VISQUEEN ." SHOWN ON FOUNDATION PLAN : ., ,', "_,, ,.: .' / _ _ ~R~Dfop .OF SlA.B--E$l ~., "':':'..:A;,~".,:,..." .~ 3:w 0 : ,', " .: ' ", ' ~ g ~ N TREATED I . '." :,<',: ': " w 0:: CLEAN FILL !'" , ,,',::,,:\ co ~ SEE PL~ (2) USP RT3 (1) AT EACH BLOCK TO G.T. & (1) G.T. TO ~ HIP JACK FILLER BLOCK AT 16" O.C. NAIL TO STUD AT WALL W/ 4 - 12d. END NAIL TO TRUSS GIRDER SHEATHING 2x4 SPF TO 8'-0" @ 16" O.C. RAKE CUT WALL TOP TO MATCH VAULTED TRUSS BOTTOM ~L- - (19.nEXTERIOR NON BRG. WALL DETAIL , S-6.JAT HIP CONDITION WI INT. VOL. CLG. - N.T.S. REV. 3-3-04 AS SEE FOUNDATION TYPICAL WALL SECTION EA I t::RIOR FR, E 8-12-03 REV. AS. .- I' 8 "TYPICAL WALL SECTIODDNCRETE BLOCK , S-6 J SCALE: 1/2" = 1'-0" REV, 9-3-02 MKD/mk - J 9 , S-6 SCALE: 1/2" = 1'-0" -- 2X6 BRACE NAILED TO SIDE OF GABL TRUSS CHORDS 4'-0" IN LENGTH OR GREATER 10d @ 4" O.C. CLIP EACH TRUSS (SEE ROOF SEE :/~~: ::R ::~~: ADDITIONAL ", ", INFO " " , " HEADER SUPPORT HEADER ANCHOR NO. OF JACKS & STUDS NAI LED TO TOP PLATES REQ. AT OPENINGS HEADER & JACK 2 X 4 WALL 2 X 6 WALL HEADER SIZE NO. & SIZE OF & GRADE RAFTER TI ES OPENING JACKS STUDS JACKS STU DS EACH END SIZE EA END EA END EA END EA END l' - 4' (1) (2) (1) (2) (2) 2X12" 2SYP (2) LSTA 30 4' - 9' (2) (3) (2) (2) 9' -16' (3) (3) (2) (3) REFER T 26jS.4 OR 27jS-4 I NAIL DEADWOOD: TO TOP PLATE w/l~d 4" O.C. I I 7/16" OSB W/8fJ COMMONS @ 6":ON EDGES & 12" IN: FIELD I I 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER * 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 16d NAI LS @ 16" O/C TYP. DOUBLE 2 X 12 NO.2 S.Y.P. HEADER Wjlj2" FLITCH PLATE OR WI85 JOIST HEADER. (U.N.O.) DOUBLE 2"x4"- CRIPPLE STUD TYPICAL (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @16" O/C UNLESS NOTED OTHERWISE SIMPSON SP : W/ 12 . 10d EA I STUD : I SIMPSON SPl ' W/ 10 - 10d EA : STUD G.C.' CORD W/ E~EVS. I I , 2"x4" STUDS TYP. o/)~ 1\111\;, HOLD DOWN CONNECTIONS Q NOT REQUIRED @ BEARING WAllS WITHOUT UPFIFT USP HTT16 W/ (18) 16d NAILS AND A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OR 81/2" AT GARAGE STEP DOWN P.T. BOT. PLATE WALL HEADER DETAIL SCALE: N.T.S. REV. 10-28-03 AS. USP LSTA30 w/(11)-10d TO TOP PLATE AND (11)-10d TO STUD, MAY BE ANGLED UP TO 10 DEG. USP LSTA24 Wj (18) -10d AT 2'-0" O.C. MAXIMUM 2-2x4 SPF TOP PLATE 2-#2 SYP 2x12 OR WIF85 HDR. UNLESS NOTED OTHERWISE (SEE PLAN) (3) S.P.F. 2x4 w/l0d @8" O.C. EA. SIDE EPOXY ANCHOR W/ 81/2" EMBED. INSTALL PER MFG. SPECS. '_____ ~o. 2 P.T, 2x4 ~ BASE PLATE HEADER OPENING REV. 1-27-04 AS 1 STRAP EA. END - 1255# NO SCALE UPLIFT CAP. AT HEADER STRUCT. SHEATHING 7/16" MIN. THK. - NAIL w/8d COM. @ 3" O.C. EDGES & 6" O.C. FIELD GABLE TRUSS NAIL TOP OF "T" TO GABLE TRUSS /2-12d & (1) SIMPSON MTS12 wi 14-10d x 11/2" ~FRAMEOUTTO BLOCK EDGE NAIL TRUSS BOTTOM CHORD TO 2X4 DEAD- WOOD w/16d @ 4"0.C. SIMPSON LSTA30 w/ 14-10d @48" O.C. (2) 2x12 wi 1/2" O.S.B. FLITCH PLATE STUD ANCHORING: STUD TO TOP PLATE: SIMPSON LSTA 30 W/ 14-10d @ 48" O.C. MAX PROVIDE SIMPSON SEE PLAN HUC410 WI 10 - 16d T/COL AND 18 -1/4" X 21/4" TAP CONS TO MASONRY COL, @ EACH END 2 X 4 SPF II ~AT 16" O.C. II iu -i BUILDER FRA\J1E RADIUS :: AS REQUIRED ~ ~ 16x16 COL BEYOND (3) S.Y.P. 2x4 w/l0d @ 8" O.C. EACH WAY KNEEWALL @ GABLE ENTRY FRONT WALL N.T.S. STRUCTURAL NOTES SEE SHEET S-7A FOR ADDITIONAL S-7 DETAILS NOT SHOWN 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 SINGLE OR 2 PLY GIRDER TRUSS (UNLESS NOTED OTHERWISE ABOVE) #2 SOUTHERN YELLOW PINE WITH AN ALLOWABLE BENDING STRESS (Fb) PER NDS = 1250 PSI AND A MODULUS OF ELASTICITY = 1,600,000 PSI 6.2 DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE, LATEST EDITION, HIB-LATEST EDITION AND QST,LATEST EDITION. 6.3 ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6.4 ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 6.5 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 6.6 8d NAILS ARE RECOMMENDED FOR ALL SHEATHING NAILING. IF .099 DIA NAILS ARE USED ALL NAILING PATTERNS SHALL BE MODIFIED TO THE FOLLOWING SCHEDULE: (SEE 7/S6 FOR LOCATIONS) 6.75/8" x 7" EXPANSION BOLT OR 1/2" x 8" A.B. BOLT MAY BE USED INTERCHANGABLY USP L TS20B w/l0-16d TO GIRDER TRUSS NOTES: 2.2x4 SPF TOP PLATE 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: 5/8" ALL THREAD ROD W/ SIMPSON SET EPOXY BOLTS WITH 4 1/2" EMBED TYP ( 81/2" EMBED WHERE STEP DOWN OCCURS) INSTALL PER MFG. SPECS. I . @ L________________________________________p I , I ' I " @ I CD ',' : "~r.=n4 Pr.: I " 0,' I I ~ / I 5 FT.:----4Fi.-----------@"------------J / : 5 FT'I 4 FT. (2) <', CD :(2) r----------------------- 'I I .... .... I I "".... "".... I @ : CD CD "~ {2) ',~: FT I , . I ' i--lfFr~-@------- @ @ --(g)-4'-'Fr. 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. ROOF NAILING SCHEDULE: NAILING ZONES ZONE 1: 8d NAILS @ 6" O.C. IN FIELD 8d NAILS @ 6" O.C, ON EDGE ZONE 2: 8d NAILS @ 6" O.C. IN FIELD 8d NAILS @ 6" O.C.ON EDGE ZONE 3: 8d NAILS @ 4" O.C, IN FIELD 8d NAILS @ 4" O.C. ON EDGE GYPSUM CEILING: USE 5d NAILS @ 1" O.C. NO SCALE REV. 3/20/03 MJB UPLIFT CAP.: w/ 2500 PSI CONC. = 1750# GRAVITY CAP @ BUILT-UP COLUMN (3) 2x4 SYP @ 8'-0" HT.=5175# G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") VERIFY WI PLAN W/ 1/2" ANCHOR BOLTS 6" FROM END OF EACH SILL PLATE. SEE 6 S-6 EXT. FRAME CORNER SCALE: 11/2" = 1',0" 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 A: CEMENT COATED SI,\JKERS B: BRIGHT COMMONS C: SPIRAL OR RING SHANK NAILS D: CLIP HEAD GUN NAILS 16" PRECAST LINTEL 2-2x4 SPF TOP PLATE 8" CMU EXTERIOR WALL $ ~' n.tlc -.J G~' ,?-,' ' 2 X 4 CRIPPLE STUDS AT 16" D.C. WI SP4 TOP AND LSTA12 BOTTOM SIMPSON LSTA30 WI 22 - 10d SEE 3/S FOR STUD CONNECTION 2.#2 SYP 2x12 OR WIF85 DOOR HDR. UNLESS NOTED OTHERWISE (SEE PLAN) S.P.F. 2x4 w/l0d @8" O.C. ABOVE AN BELOW HDR. HEADER OPENING NO SCALE REV. 1-27- 4 AS UPLIFT CAP. AT HEADER 1 STRAP EA. END - 1255# W I.J....~O:: '00::0 W I.J....I.J.... ~W"",f- 2:905 l..LJ x~o::o () O:JI.J....(.) I-- o::oz(.) 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W ~ OF 0 I 25 (J) ~ (1') 0 0 LAST PLOT DATE N March 11, 2005 @ DETAILS \ 4"r+ 14"F~ :::t 1 M 14" TYP l~ t L 14" r:- ~ 4':f- r 14" F~ 14" r:. ""~ 14"~ 14" 1:- e- -~ ~-f -!A' DOOR LABEL PRODUCT ACCEPTANCE NUMBER - DSI-222 DOOR LABEL PRODUCT ACCEPTANCE NUMBER - DDI-224 FINAL ANCHQRING OF ^ WOOD FBIIME UP ro 5'-+ X 6'8 SINGLE INSWING UNIT W/WO S/DEUTES PRODUCT ACCEPTANCE No.: 051222 -j ['-6" f j4 ~ <b IJ R@ "'-.. D' -0 6"-j r- (jj- 0- 30" ~. :;; - L -<J) :::@ -0 0- - :- o -. r. 'Bt... 5 1/2" T r (it..... 30. -(j) 0- ~::::@ ~A' L r-~ CP 01- _ W 1/~t' 1/.:J L .. SCR(W 3 # lOx 5 1 8" Pl:/lUJP.$ FIJIT HE.AD 4 #10 x 1 3/4" FIJIT HUD 5' #10 x 2" FIJIT .wAD 7 # lOx 3" PtIIU..D"S FIJI T HUD ". I ~ 2" TYP. '1/2'~""- -lr:-. 2"TYP. -j r- 'r'. '--1. H"4 r- ' Cbii<b ) ~ cb <1 ~ ","-'D' rm' CD- 30" .....0 <ZL 'B~ ( 'B'- ~ t !: 5 1/2" L I 0_ -cv 30" 'C'- -'C' -0 _'A' (j) ,<<1': <.V~ ~ Cf (7) lJ) --l l-- 4 1J1'~ 41/2:-..l l-- FINAL ANCHORING OF A WOOD rRAM[ UE TO 6 '0 X 6 B DOUBLE fNSWING UNIT PRODUCT ACCEPTANCE No, 00/:224 w f I?>. 9 718" I.U_ ! ~~ MrJ W" ---,~ f 6"-j - ~ 16" f I 'DV I ~ 4" TYP. 6" -j I r~T, '~ '0 r r ~. <1J 14"~~i I IJ) 'B' 14"TYP. I 30" -.,!.A' &:;IM j-H T '-0 14"TYP. B-+-€ ::@ ~r- 14" TYP. ~f- 14" TYP. Lf-- '~;f ! 0- .!J:ilQM 'E' "tr HiNGE DETAIL ./QI!; ~ S/O!l.lTt IS Alw;HCD TO rim€. JAlHI A f@.. SCRQ.. WST lit UUl) ~ OF A ~ SClIl(W N'IO A 'fJ) SC1lf:i( ~ $l;R(W SCHaAAE. S 1/2" I f- ~ -0 'E'" ~ lAV ~~~ . . , -r LArr:H DETAIL J.QIL: wm'N SJOO...ITt IS ATTACHD> TO I.I<TCH ~ use #8 )( 1 3/4" ~IU.JPS IUt HEAD SCRtWS IN SlRH(E Pl.A1l.$. NdJ I (4) SGM:W lNPUoCE OF I (?) rROW Sd&w SCHEDtJtL 30" TYP. 'B~ -0 -0 -1 (1) -JL 4 1./2" ~I 1- =( --(i) @= 0- (j) - , o (]), hp -r0 ~- 4 1/'.:j J-l'/.' t 4 1.,) L 5Cl!0'" SCHlDULE: 3) j 10 X S/S" Pt1ILUPS IV- r Ho.o 4.)110 x 1 3/4" PI1IWPS FLA r Hv.D 5l 10 X 2" PIHWP'i IV- r Hv.D 7 10 x 3" Pt#WP'i FLA T Ho.o ~ ~i~~ '~ ~"- 5Jr;; ~~. "- LJhIf: i.-'~, so: LOO< ~ ~ACl'\JlItM ~ ~ ~~f @~ 9 7/S" ~~~R-J @- ,-. "---' , r'E' -8' HlNOE DETAIL c::-T ~~ I/'ISWlNG THRFSHOLD ~\1 J1J,~ rrm:SHOlD ~ (~) cr ~ BARRlrR-rRa ThruM'd MIT ASl'RA.CAL PLATE Size; up to 5'4 X 6'& Product Acctptance No: D81-222 ~l (wood jamb) Con!lgllIation.: 2'0 2'4 2'6 +80 -80 +80 -80 +80 -80 x. axe, XO. OX 2'!l. )'() +SO -8()"~O -80 ...W -60 +<)1). .ijJ .so. /;;'1 +50'{>(i ~so -6{1 ...SO-6() Single 0paq1JC W/Sidelite.s SinsJe OJa;.;~ WlSidtlilcs (Door dQ(g llQl m<<t MJssil~ 1mpac1) Test. 210-1911. 210-2024 ""s -80 +64 .77 ~-71 Wa, ~.; NM Va ?lulies 1 Plnstpro LivV1gsltm. NJ Q7())9 NAN YA PLASTICS CORPORATION IPLASTPRO, INC. DISTINCTION FIBERGLASS DOOR PRODUCT APPROVAL TEST RESUL TS INSWlNG: Opaque and Glazed Max Door size: 5'4" x 6' 8" DESIGN PRESSURES Description Single Single Single Single Single OPAQUE Door Size ~resll\i ref 2'0" x 6'8" +80 .80 2'4" x 6' 8" +80 -80 2'6" x 6'8" +80 -80 2'8" x 6'8" +80 -80 3'0" x 6'8" +80 -80 Drawioa # 99-01 99..01 99-01 99-01 99-01 De~ril>tioo Single Single Single Single Single Single w/sl 2'8".lC 6'8" +60 -60 Single w/sl 3'0" lC 6'8" +60 -60 99-01 99-01 Single w/sl Single w/sl Configuration: X. OXO, XO. OX Test ASTM E-33Q-90 AAMA 1302.S ASTM E283-91 ASTM E331-96 TESTS ~rlDtiOD Unifunn Static Air Pr=o Forced Entry Ten Lout!on National Certified Testing Lab Orlando. Florida National Certified Testing Lab Orlando. Florida National Certified Testing Lab Orlando. Florida National Certified Testing Lab Orlando. Florida Test Date 11103/1997 0410 1J1998 1lJ03/1997 04)01/1998 11/0311m 04101/1998 11103/\ 997 04/01/1998 Air lnfilt:atioo Water Penetration Product AcceptanWLabel No: DSI-222 ----. NAN YA F'LASTICS CORPORATION I PLASTPRO, INC. DISTINCTION FIBERGLASS DOOR PRODUCT APPROVAL TEST RESULTS INSWING: Opaque and Glazed Max Door Size: 6'0" x 6'8" DESIGN PRESSURES GLAZED Door Size Pressures 2'0" x 6'8" +75 -80 2'4" x 6'8" +64-77 2'6" x 6'8" +60.71 2'8" x 6'S" +56 -67 3 '0" x 6'8" +50 .60 OPAQUE Door Size Pressures 4'0" x 6'8" +74 -82 4'8" x 6'8" +64 -70 5'0" x 6'8" +60 -66 5'4" It 6'8" +56 -61 6'0" x 6'8" +50 -55 Drawini # 99-04 99-04 99-04 99-04 99-04 Drawina If 99-08 99.08 99-08 99-08 99.0S Descri ptio n Double Double Double Double Double Description Double Double Double Double Double 2'8" x 6'8" +50 .60 99-04 3'0" x 6'8" +50 -60 99-04 Configuration: XX TESTS Certlf')'lng Florid. Enilneer Test Report /I and License Number 210-1987-I.Z~"" Barry Portnoy 210-2024- 'Mil" P. E. No. 16258 210-1987 .1, z..l; if Barry PortnjJY 210-2024-"; r,? P. E. No, 16258 210-1987-I,t..J.Y Barry Portnoy 210-2024--,/,;,(b, P. E. No. 16258 ~ 2l0-1987-1,2,}lt DarryPortnO)l 21()"2024~...l\.!hNo. 1625L.- 1/~ Mf;V,1:/ Test Loutioll National Certified Testing Lab Ot-lando, Florida National Certified Testing Lab Orlando. Florida National Certified Testing Lab Orlando. Florida National Certified Testing lab Orlando. Florida Test Oa(e 10/03/1991 04/01/1998 10/0311997 04/01/1991 10/03/1997 04/0111998 10/03/1997 04/0111998 Test ASTM E-330-90 DesalptJon Uniform Static Air Pressure Forced En try AA.\V. 1302.5 ASTM E283.91 Air Lnfiltration ASTM 8331-96 Water Penetration Product AcceptancelLabel No: DDI-224 DOOR LABEL PRODUCT ACCEPTANCE NUMBER - D8S1-226 FINAl. ANCHpRING Or A.vOQD F13^b1E UP TO 5.... X 8'0 SINGLE INSW1NG UNIT W/WO S10EUTES PRODUCT ,A,CCE.PTANCf: No.: 0851225 T o ---1 r- a" f -/0 1 )::l!) C:!) ~Il' 0- 6"-j r- (fj- L- rf- 12"~f-' rJ I ~ 12" TYP. 25 1/2". t-f- 12" TYP. ~ -i ~i-' 12" TYP. 25 1/2". ~f-- 12" TYP. e- f t-f- . 12" TYP. t--~ 12" TYP, Lr-:' --0 :J!) -0 0- · D t..- ~ 5 1/2" I 'I) f 0- 'll~ 0-~ ~ 0- "':..A" [. 'e:' -(j) ::@ -0 G' J;" -.!.A' -(f) 0- ~~ CD 0r- -J W '/2' 4 1/2:J L SO'l(W SCHf:7Xll 3)1110 X S/S- ~IVT ~ 411 "10 X 1 3/4" PHIl.l..PS IVT HOD 511 110 x 2" /'H't..!JI>$ tV r HOo/) 1}1 # 10 X 3" 1'fM..lP$ FUr HOD C\" ~~ I"ISWlNG THF>.F>HOLD L- r-f-- 12" TYP. '" ,,~. "I,,: 12" TYP. ... ... ~~. l:I L 12" TYP, 2S 1/2" t-f- 12..~, ~-f 12" ~ 25 1/2" U'4c ~ r 2"TYP.__ r -j r-' 1/'- T 4 '1"" -.., 1....:1 r 2" TY P. ~00 cb~ . -CD "'-.. D# Ci>- 0- (j)- 0- -0 o -0 'Il'~ -(j) f ~ , 51/2" t ~\) lHSWiHG rHR ['SHO! 0 -0 _'C' 0- 'c'- @-- 1'Y7V ""-r _'A' -(1) CW!f -..1 (7) r6) {7 t.-. 1/>' t 4 1/2:..1 ~ (o"w-.oi) cr--- ' vv '^'""b ~[R fRIT rl\r..M~[Q' ~;nl @).~ 9 7/S" ~S:r,tj~" J' fJ\.. - 11. r1" .J ~ '0 ---r-- M17' HINGE DETAIL l/lJIE; WWOI &OOflf:~~ TO HIHtit .J,f,\;S " , 4 Ul.JST IiI€ ustO OF A 5 saw:w NIO A , 7 !iiCIfOI ~I!(W SCHEI)(AL 'E'"", ~ ~~~ /V *' Me- Mrr::H DUM!. .wIL: \OIt;(N $IOCl.JlT 1$ ... TrACHt]) 1'0 V,l'CH JIJJ8 lJS<: S x 1 3/4" PHIUJPS FlJ,r rIOI> ~ H ~ PVo~,'1VIO , 4 SQC>I( NPVa OF , f..V F1!OIO scxrouu:. ,,~ ~ ~#t t'--. "~ S~'~~~ ~ Sf:E LOCI( ___~:::--- ~~.~ IN$'llltJCTlOII 'Jl~ 'Ct..- .v'r' ~ ~~,~ t~..a ~'D c::-r-r\1 I~~ 10. (~) r ~ ~cr S.u. ujl to 5'4 x 8'0 Product Acceptance NQ: D8SI.226 ~ (wood jlunb) Config\111luon: 2'0 2'4 2'6 .99 .99 +89 -89 +1l4 .&4 X. OXO. XO. OX 2'ff )'0 +i& .n .. 7Q ,70 +;Jl4 &i,OI .50-<>0 ..78 .n +/0 .70 +H.l4 -04,0 I ..5<l-60 S Uo-gle Opaq\le WlSic.\olileS S~le G~ WlSic.\olib:s (Doo< lloes DOl IllCd Mi..ue lmPKI) Tc::st r 2\0-2024,4.5.6.10.11.12 +99 -99 +89 -89 Mf&, by: NOlI Ya P1ostic3/ PtA~ LiV\ngstQn. NJ O?O19 '84 .t4 NAN VA PLASTICS CORPORATION IPLASTPRO, INC. DISTINCTION FmERGLASS DOOR PRODUCT APPROVAL TEST RESULTS INSWL"iG: Opaque and Glazed Max Door Size: 5'4" x 8'0" DESIGN PRESSURES Drawtn2 # 99-06 99-06 99-06 99-06 99-06 OPAQUE Door Size Pressures 2'0" x 8'0" +99 .99 2'4" x 8'0" +89 .89 2'6" x 8'0" +84 -84 2'8" x 8'0" +78-78 3'0"x8'0" +70-70 Drawin2 # 99-01 99-01 99-01 99-01 99-01 Description Single Single Single Single Single GLAZED Door Size Pressures 4'0" ;<; 6'8" +74 -74 4'8" x 6'8" +64 -64 5'0" It 6'8" +60 -60 5'4" x 6'S" +56 -56 6'0" x 6'S" +50 -50 Test RtQOn f# 21()"1993 210-2024 210-1993 210-2024 2 l()" 1993 21 ()..2024 210-1993 210-2024 Description Single Single Single Single Single Single w/sl 5'4" x 8'0" +53 -64 Single w/sl 6'0" lC 8'0" +50 -60 99-01 99-01 Single w/sl Single w/s! Connguration: X. OXO, XO, OX TESTS Certlfylni florida Engineer ud L1cellSe 1'IQmber Barry Portnoy P. E. No. !6258 Barry Portnoy I>.l!. No. 16258 Barry Portll oy P. E. No, \6258 B/U't")' Portnoy ':~'~fef Tut Date 04/01/1998 Test Location National Certified Testing lab Orlando. Florida National Corti tied T~ing Lab Orlando. Florida National Certified Testing lab Orlando. Florida Nationsl Certified Testing Lab Orlando, Florida Test ASTM E.330-90 ~rllltlon Uniform Static Air Pressure FOI'ced Entry 04/01l1998 AAMA 1302.5 ASTM 8283-91 Air Infiltration 04101/1998 04/0 1I199& ASTM E331-96 Water PcnetTatjon Product AcceptanceILabe\ No: D881-226 GLAZED Door Size Pressllres 2'0" x 8'0" +99 -99 2'4" )( 8'0" +89 -S9 2'6" x 8'0" +84 .84 2'8" x S'O" +78-78 )'0" lC 8'0" +70 -70 Drawina # 99-04 99-04 99-04 99-04 99-04 Description Double Double Double Double Double 5'4" x 8'0" +53 -64 99-04 6'0" x 8'0" +50 -60 99-04 DOOR LABEL PRODUCT ACCEPTANCE NUMBER - D8DI-228 FINAL ~NCHORING OF ^ 'NOO~E LiP TO 5'0 X 8'0 - DOUBLE:' INSWiNG UNIT pli>ODucr IoCCEPrANCF: No, 080'228 ~ r6" ~ r ~0 cb 1 L ~-B -6" t 6"-1 r- l-1 0= 0- 6"-1 @ I 4" r+ 12" ,TYP. 12" fi- . ~~, 12"TYP. ~f-f ~f-' 12" TYP. 12" tp~ . b+f ~f-' I 12" TYP. 12" ~P~ to-t: ~~ 0 CD Lf-:' --.!-A' >-10 T T. I .J G 1/2.~14 1/2':.-] J- L [ 4 1/2" ~D' -0 =0 -0 -!.A, , 0- 0= ~ ~51/2" ,~,= 'c' ~ . .. INACTIV[0- 0= 0- ~. G' -CD ::0 -0 0- 0= \- -J L41/2" ( I I SCRf:W 5CH(.OU(.f 3 10 x 5/8" Pf-/llI..JPS F1.). T KOoD 4 10 x 1 3/4" ~H'l.l.JPS fl.AT HUll S 10 x 2" Pl-/ltLP5 fl.A r Hv.D 10 X 3" ~ FlJ,T HOD IJ)'" f ~, '"- 9 7/8" >vlO-J w- J.:,I -~1~ ~. su: t.Oct< ..,.~~ ..'~ ~ "C' LATCH DITAIL :wJ ~Ir HUlCE DETAIL fj3 ,,~ \) ~~ iSt';~ ~ ~ ~:::::: lfl<t: ~/ ~'-. ~~~ IN$ J1'O<X~ ~U' ASTRACAL PLATE NAN Y A PLASTICS CORPORATION I PLASTPRO, INC. DISTINCTION FIBERGLASS DOOR PRODUCT APPROVAL TEST RESULTS L"iS\VING: Opaque and Glazed Max Door Size: 6'0" x 8'0" DESIGN PRESSURES a ~ IN <;\I/tN(; mRfSHOI p ~ }JiS'WIG 7l-IRf'SHOI. D (""~) ~ A.#.PRlfR -FREE Thr...h<iht OPAQUE Door Size Pressures 4'0" x 8'0" +99 .99 4'8" x S'O" +S9 -89 5'0" x 8'0" +84 -84 5'4" x 8'0" +78-78 6'0")(8'0" +70 .70 Drawinl! ~ 99-08 99-08 99-08 99-08 99-08 Descri~tion Double Double Double Double Double GLAZED Door Size Pressures 4'0" x 8'0" +99 -99 4'8" x 8'0" +89 -89 5 '0" x 8 '0" +84 -84 5'4"x8'0" +78-78 6'O"x8'O" +70-70 Drawinll: # 99-06 99-06 99-06 99-06 99-06 Conliguration: XX re.t Report 1# 210-2024- 4,5,6,10,11.12 210-2024- 4.5.6,10.11.12 210-2024. 4.5.6.1 O. 11.12 210.2024. 4.5.6. \ 0.11.12 Certif)'lng Florida En&lllter and License Num~r Barry Portn"y P. E, No. l625.L_ B8lT)' Portn o~ ~No. [6258 Ba.-ry Portnoy P.E. Nu, 162. 58 t 8a.oy Portnoy P. E. No. 16258 f arrJ I, ((V ASTM E331-96 Test ASTM E-330-90 AAMA 13()2.5 ASTM E283 ,91 TESTS De~rtJltlon Unirorm Static Air i'ressure Forced Entry Test Locadoll National Certified Testing Lab 0!" lando. Florida NatijJnal Certified Testing Lab Orlando. Florida National Cm1ilicd Testing Lab Orlando. Florida National Certi fled Testing Lab QrLando Florida Test Dile O4J01l1998 Test RePOrl f# 210-2024- 10.11,12 210-2024. 10,11.12 210-2024- 10.11.12 2 \ 0-2024- iO,11.12 04/0lll998 Air LnfillTation 04/0111998 Water P!'l1etratlon 04/01/1998 Product AcceptancelLabel No: D8DI-228 Certifying Florida Engineer and LieellSe Number Barry Portnoy P. E. No. 16258 Barry Portnoy P. E. No. 1625& BllI1)' Portnoy P. E. No. 16258 8'an)' Portnoy ~ ~~;~ ~S1 w () I- o Z w '" ~ o o LL W ~ <:( =:) a CJ) w ~ 1.J....<l:0:: '00::0 W I.J....I.J.... ~W"",f- O""Z 2:-0:::) X~O::O O::JI.J....(.) O::oz(.) D.."",w<l: D.. 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S-9 LAST PLOT DATE October 11, 2004 PLASTIPRO DOOR DETAILS <;j' o o N .-1 .-1 o o \0 w I- :J 0 Ul~t' · t' o 7 l\1 ~ (]'I III llJ 0 I \0 (]'I w M \0 ~ M t' [J I I ..J M U1 U. t-" I- <( OJ UJ [l I W .... ~ ~ .1- o z W t:l Z v;~~ 0 W;-(/)W:::i OZ(/):::!~ O-I> ~~!=~(/) ~NWcr~ t:l,...,~oo ~crooo ~OWWU ~'-'''IW;- cro;-::JZ O::icrUl1l! ~~tocr 2=~~~i3 w () ~ o >-EEz ZI-O <l:z- zw~ -(/)> oz- woo ~(.)C3 oz- OW 0:: o::f-O o...t::ii wO::-l O::~<l: wwO:: co::r:~ I-I-w Ol-U Z::J >-~& <l:f-O ~:;:u z:> :Sffi~ o...zo (/)z::r: -<:((1) ~~:J I- o Z l- I '" 0:: >- 0.. o o 0... 0:: o (.) lJ.j ~ o J: (/) :J (1') o o N @) r1AMrD BUll.DL"G CODE COMPUAJ,,,,\CEOFFKE (BCCO) PROUlXI' CQ:'\'TROL nfVfSIO;'1 ML\.\i1.DADE COUNTY,. FLORIDA ME'IRChDADE FI..A(1J,,ER .8t1:tDING 140 WESI' FLAGLER. STREET, SUITE 1603 MIAM1, fLORlDA 331 ~O-1563 (30$) 375-2%1 .F ^-'X (305) J7S';~90S NOTICE OF ACCIU~'fANCE (NOA) . CeralnTeed Corpo.l:;ifun'--..--.------..-M.-.--....'----------.---'........-.--'..--- 1400 Un.ion Mt'Cting RQad Blue Belt, FA 194U Scon:: This NOA is being issued und(,r the applicable rules and regulations gQverr.ing the use of construction U'laterials, The Qocume;ntatlQn subntittcl has bt.'en revie\ved by ~na.n:ri.Dade County l"roduct Control Division a.nd accepted by the BQat'd of Rules and Appeals (BORA) to be used in. Miami D.1de County and l)th~r areas, where allowed by the Authority Having Jurisdiction (All)). Ihis NOA shall not be valid after the expiratiofl date stated below. The l\fiami-I)ade CQunty Pt'Qdu"t Control Divis1011 (In ~1iami Dade County) and/Qr the AHI (in areas other than Mi~mi Dade County) re~erve the right to have this product or material tested for quality assurance purpQses, If this product or material fails to perfornl in tllC accepted manner, the manufacturer will in.cur t1~e expense of such testing a..T'ld the AllJ may irr:unediately revoke^) modify, or suspend the use.of soch product or material within theirjurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade CQun!>' PrnQ1."t Control Division that this produ<;:t or material fails to. meet the requirements .of the applicable building code. This product is approved as. described herem, and has be(:u designed to comply vdtll the High Velodty Hurricane Z...;ue of the Florida Building Cooe. DF;SCRWllON~ I_audmark 30 (and~AR) (and \\ltde'l'rack QB), IAuutmark 40 (and-AR) (and \''1deTnu:k QB) and Landmark 5t} (aud.AR) (an<f Wid~Track QD) LAn:I<:LlNG~ Each ooit shall bear a pCD1"latwut label with the D1;;mufacturer's name or lcgu, city, state. and following statemt:nt; "Miami-Dade County Product Control Approved", unless otherwise lwted }:eniD. RENE\VAL of this NOA ~hai1 be considered ai~er a renewal application h.as been filed and there has been no change in the applicable buHding c.oce negatively affecting the Eerrormanc~ Qfthis product T.ER~UNATION of this NOA will occur after the expiration date or iftnerehas been a revision or change in the materials, use, andior uU'lllufacture of the product or proeess. Misuse of this NOA as an endorserl.1ej)t of any product, for sales, advertising or any other P\lrposeS shall automatically temtinate this NOA. Failure to t.omply \vith any section oftbis NOA shall be cause for tennination and removal ofNOA. ADYEIHlSEMENT: The NOA number pr,,;;,cdedby the words Mian:u~Dade County, Florida, a:od followed by the expiration date may be displayed in ad\t~J:t.isiug lite.ramre. if any portion orthe NOA is displayed, men it shaH be done in its entirety. INSl'ECnO~: A, copy ofthjs eoutire NOA shall be ptovided h) the user by the manufacturer or its distrioutors an.j sh..,,\}1 be <ivai laNe for inspection at the job site at the request of the Buitdin~ Officia1. 111is NOA consists of pages 1 through 4. The sl.l.bmitt{>d doomnentatiM \vas reviewed by Frank Zuloaga, RRC ~. ~ NOA N'().t 02.1219J)3 E~pil'atbll Date: Q2J281Q7 ApprovallJaJe: P3!a1/0J Pa~e 1 of4 6. I.ABELL'\G 6.1 Shingles shan be labeled Wlth the Miami-Dade Logo or the wordi.llg "Miami-Dade County Produc t Control .Appro ved". 7. Bl.HLDl1\G PER.'n'T REQUlRRMENTS 7.1 App!ic;'1.tion. for building .permit shan he aceompanied by copks of tile foUowmg: 7.1.t This 'Notice of Acceptance. 7.1.2 A11Y other document-s required by the Building. Official (it' the applicable code 111 ord~r to properly ev-.aluate the it1..~nation of this system. DETAIL A Rake Edge __:,~__~::1 CE.R.TAINTEED LANDMARK 30, 40.50 All d1mel1sions shown are In mWes , r----" I Starter I -}!lI_li!!!'!!,J!!!!!!. Eaves. NOA NQ.: OM219.03 E~piratioll Date: 02t2Si07 AppnH'all)att~ 0'3121/03 Pag~ 3 (}f 4 ROO'fl~G ASS.JDlBL y ApPROVAL Cat~golY:' Sub"Cattgory~ Roofi:ng 07310 Aspha it Shingles Dimensional \V 000 ~fat~ peels T}ltt.! 1. SCOPE This revises CerfaioTccd l.andwalk 30 and All (and \\'ideTrack QB), CutainTecd l..andmark 40 and All (aud WideTrack QB), CertainTecd Landmark 50 and. All (andWide'l'uck QB) Shingles as rnanufadured by CcrtainTeed Corporation described in Sectl,m 2 ofthis NotiCt\ of Acceptance. 2. PRODUCT })ESCRIPnON Prpdyct l)hnetlsjQn~ Product Dtscriptiou Tes! Spedfkations PA 110 A he.avyweight, 247Jb/sq, dimensional asphalt shillg1e. PA 110 A heavy wdght, 2641bfsq, dimensional asphalt sh.ingle. PA 110 A heavy \\feight, 2961b/sq, dimensional aspha.lt shingle. proprietary Accessory sbingles fix hip, ridge and starter strip applications. Certaintced .Landrnark;O and 13~'4" x 38 %" AR (and \VjdcTrack QB) Certaintced Landmark ,iO and 13;'~" x 33 W' AR (and WideTrack QB) Certainte~'Xl Landmark 50 and 13W' x 38 Y.." "\R (,md WideTrack QB) Accessory Shingles \~.iriO\1S 3. EVlDL""CE Srn'\lInEO~ T~\~t Ag,ensx Test Jdentitier R6S4 PCTC.Dl.02-0 1 CTC-006-02 -01 Test N<lmeiRl'por! Date 04/02/0 I 01112101 11/12/02 Clld",^vriters Lab<.watories, Inc. UL 790 PRl Asphalt Technologies, Inc. PA 100 Undenvrikrs Lalx'!1\t<)rics, Inc. 94!\K9632 02NK42448 Wind uplift re8is!ann~ P A 107 11/30/00 11/08/02 4. Lll\lITA'IlONS 4,1 Fire c1a,:<;ific<ltiou is nQt part ~)f this acceptance; refer to a Clment Approved Roofing Materials Directo!)' for rue ratings of this product 4.2 Sb.tU not be installed on.loofme<l.u heights in excess of 33 ft 5. lNSTAU..ATlON 5.1 Shingle& :;hall be installed in compliance \'/i(h Rooting Application Standard RAS 115. 5.2F1ashing ~hall be in accordance with Roofing Application Standard RAS 115 $.3 The H:l\lnuf"ctura shall pnwide ckarly vnitten appHcatiQn instructions, 5A Exposure 2nd course layout shaH be 111 complianc.e "'>lth Detail'1\', attached. 5.5 NaIling >h311 be in complianee \vith Detai.l 'B" attached. i'\OA ~a.: (}2.1219.03 l':\piratl1itl Date: Ql128/07 .-\pproya) Date: 03/21/03 Page 2 of 4 DETAIL B ;-~...,'''' -" . ---- 383/4" --.----.".,.---\ 12" --- .....!,......... .,,-..-...- 143/4" ---.... -t-'"".._,...,,---,. 12." ...--....-........-1 r-----.: '-1 ~J r ,- I I '1 l ! I 1 .- {~ji.;:::. ,:::~:~~~...'''~;;:~~~J~.,=''''=~~= -D: . . .~~-"--/t.~ I Lk I l~' L'"'" . 61:L_~f~L~ 1___-1 ;-.vwt . I i 131W , _.--1 0\NDMAP.K 30. 40. W (AND AR) "."",,,,,,,,,,,,~~,,,~,, ...; '--.-. . ."M ....-.---- 38 3/4", ,....,_. ,,,-, " 7'7:' .".""--",,......"l \;;;~;77';~;;7;Z22;:;~~:;Z"2~7Zl.Z~:f:>J~~:~~/.2Z222~:~;;ZZ22'}7>///' . 1 ; ,--- ., ,...' HOid'll':9 Jf~:3 fiJ;( ~"'t M~" stant!as'd'"" $k>~' {fI'qI;n 3,S'1:;( ~ '2::1 "2:) I : N.;1:;i. OOt;.<.(000 t.,<f~.peT & \OW~( ~ ~l~ : ~ 12""" --- 143'4" --. ...... _i.....-. ...-.....--' 12~ -" 13 114" ~ .":::~'----1~" ,.-.. -.' ..__.____~____~,_,_ ~'." " 1" -~ ~.__ \....lDE. {~I'-'" ",-------.--.".."...,. ".'~~ .., 1'1 ~ l f "M.~'.- I.ik ~%Iffji "..."___..____...____..__..__.__..__"____",,,,.L~ ""l."""" - ~, Ir ! NAlUNG-' P-'<l "..,.., "."m__."..__.____",,;,,__.._~,,=;.. . ,__..~-____.__...____...,~"'11 ~"'- , . AREA \2]:' r---- ~l~~l. ...' . c. . ~ ~ '.71". I 5~r I J 6 : ! IL_. ____~:1~::. __.__.__ m__..__________. ._____. I . L,_ LLJ LANDM/l,,",J< 30. 40. 50 {AND AR}. WI DE TRACK as (Low and Stan4ard Slope) ...--"...",. ...1 ~~.. __ ...__...' ...--..",. 383/4" "."'''"'''''.,,...._...,,.......w.. .~(Z:;:Z&~?L7~L>;:~!~:z;z:L;~;;.:l./'EF2??b'77Z/?7U3J ' N~f!ltl'S J>"e--4S f'O"t ..~'t.~~p;.. ~~ \.Q'-~tmc~ 2'1:~2"j \ t;'WM\WMO\)>.'tto<l!2c';;~"M$.. . 131/4" .........,,, 12.'" ........... .. -,'-..........---..... 14 3/4"......-.-.... -r---...==-' 12 .....-----. I. ---..- \ ~~ 1.'~ 1__ ' - ~:: ,. 5l..:~' r~tr-- - ~i:=""""'~~~=--"":" =;.,",' 6 ~/a'l \ eXVQjUre., ..... I \ I ... _. j...l L.t<.NCMARK 30, 40. 50 {AND AR} - WtDETRACK QB {Stef.'tp Sfope} E;,\D OF nus ACCEPTANCE :'\OA No,; 02-1 219J}3 r:~ piratl(}11 Dat~: lU.l28/97 Approval Date: (\3/27/03 Fage 4 of4 _......."~....,....~.-.._----- --...~--- -----.--- '--'1 // / /// / r- FiLLED CELL WI /1 #5 VERTICAL 1/2" X 8" A.B. W/Z" WASHE.RS SET IN TYP. FILLED CEll MIN. 5 PER JAMB. '>--, ~: ~. r- (5) 1/2" D1A. x 8" / "J" BOLTS , ['----.........-..-...------"."'.....-'''......--...''... .. "...."'''----..--..-...''''.........,...,..,............,...'''--...,...... ......."............ t,-[, T'EB~M. .. .~ ~[ = - =--- I I I bi'. '1 PRECASTj 11. I I LINTEL lIT, W I ... .n:::'~ f-- ~t ~ I l I t '-rI -i /1 t o"T ~~,// c ~ ~j ..,,--)=:;:--.,,1 d;:~;:;.:,;;;;:F-;;;;;;~;;;;; 2"x6" P,T. WOOD JAMB....j ,.lk1:::~.i!;.~:.:.U::.:~=.l, /lfw -..L----.~.-..--.." DOOR AND CONNECTION PER.../ I. GARAGE DOOR MANUFACTURER TYP. GARAGE DOOR ~I . -rl ! ; -.~l .. ._.~+~GARAGE SLAB "'l' __."__..,,. "."...... r CONT. WOOD TRIM ................_//' P.T. #2...........__ .. ... SYP 2" X 6" OVERHEAD SECTJONf\L. DOOR TRi\ct\ W/ 3/B" x 11/2" STEEL LAG BOLT W / \VASHER. MIN. 6 PER TRACK TO JAMB, @. ~: " ,& TRACK MOUNTING DETAI~ '\"'''l Co SECT. OVERHEAD GAR. DOOR INSTALL SCALE: N.r.S. FfatURE 1: FLA6t--1INGs INeT AL..L..A rfON ..,:.t,.,:", o~~'t~,~C: /) -.-""--- "" . ;.";".,'".,""'~.--,,..~ ~;;;~ ~-~~ A,$f'NAl"~ Sf.A{..A"-t'. s>~;,a.~Q ~~. O~ 'b' 0,;' $;~e. ()$.. l>-L...\...~~i~"I.c,::, ""~"'~-~~~,.."'"..""""'...~~.,#>- -""" (""-~ ,...----\ '..'/l L--", \: l ,l ",..............,'"' " ROr-'W $"':"~~$ ,/"'-- ~e.:..f FIGUfQE 2: WALL FINleH r~x,(.:~.i::.:;::t, f-'~,N1~ Ei.><"~~Ct..t \,:..:"-AU i<N~$.~ :;:,'~\.. ~.<""<2 \ . ~OC'~ :~'t.~$........~~ i I ----l-- I L- FASTEN PT 2X NAILER TO MASONRY WI 3/16" x 3" TAPCONS 6" FROM ENDS AND 16" 0.8 MAX, fASTENING TO VViNDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER 2X BUCK DETAil SCALE: N.T.S. --...- -- "-......'*~~,&;... "l ~~..:'-:..A~'.f7' r:. . ~~~,:,. <., ~$"~~~ !/i(~ ,,/ E;;...~~.~C "t.,<+.,. 6" A~~'.(~ "~~~i>.<; 6- ~ l--O.i'Gt.;..t pry"€~1 ~ F",..<\.~......i~~t ~:~Vc L- ~A'~t:-,U r'rf'~~,,"~_ ~'C.""':...~t~~ ~'~-s,.. ':' ~~~ Et>~S FfGUF<E 3: CORNER DeTAIL FLAe~ING INSTALLATION WH~RE ROOF MEET5 VERTICAL. WALL ~(.("'>$' ;.':*~:..<~.~, ~!:'-\ ~ ti iR ,,~~ :M'~:",,~~.b,".r ,~..;., ~,f,,'~ I,.'~:..f--r l.~.~,,~ :;:-'"lt$.., ":,:~:> JHUl ~',~:K:ri~~ i (;.~"'tR ''':.::...~~.:. f'~~$y.: ..-......~-; '--'- ~~~~~ ~~~ %H:""it: ~..':"$:S~~' . '..'..r ~~~~~1~\~~s,""u I: /'" \>;,~~tn''{'" ~ l ~j ~'! :t~..:.".:'~~ .'!vY .."..1 N<:>I" 1" HiS OE: TI\'lIS REQiJifkO ,".1" i\lL vl~Rl!CAt. "'VAlLINr~RSt'C:'l:C~'.'S wa" l'<OOf Vc'4,l"Y$ &, "Oc..~ C:i".ICKldS gt:.~~~.g.PET ~!h.~ f,b~~,t!!!:!Q"P.,~!~!b.~L~.f3.!f!S~!{!<:.t'.~_g.!Y~.~_~J~I!=:R~~Q!!QtL \.~,i~~~:~ S;~-l~~,';-$>r~ }iS~I.':<~;"::::"'P (!\\Q SC/'U'} --- ---------- ' ~~~-- -- ------ W 2:0:: LL..<O W'O 0:: I.J.... f-WI.J....f- <02:Z 2:-0:::1 -(1)0::0 ~~I.J....(.) o::OZU D..2:W<l: ~0~5 WO::I-Z o::l.J....W <l:ZO::O OW<l:O W~U)O f-<(ZZ 01-0<( :::lW-W O~~~ ~(/)~~Z 0Z::;:1.J....0 ~QOOf= 0(/)0::f-5 O~O~::J 1.J...."",1'2UD.. 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"I (f) ...~z lOO NI(f) ~> 'W in:: 11') 11') 0 0><.6 r0w~ ~0::c\J ~uo uof-'-.. 1-'-..<l:2: <l:2:0<l: (D(/)r--u N'-..r--'-.. ~<o< 0090 LO~I1')~ 02:02: ~Il' c::::::JO <(CO ....J <( 0:: I- 2 o (/) (f) W o (.) 058 8:~ wr-- OI.J.... ~N ('I')<:t z(1') (1')0 <l:-l ('1')(1') 0::1.J.... NN ~~g~ U) 0... CX? C9 11')0 i'-I'- <:to... 00 0) <l: <:t <:t 0) g N o Z co Q C9 ~ ,=: 8(1)~ E <;to::O:: wO ~ ~WI CI) I.J....Zf- .9 ('I') 11') (3:J COONZ<l: C.li'-N~w6 '0.0 N...J C('I')'+<l:W. ~-l~o::f- . OLL..CO:::l<3t!! u)ro"~bU:~ -a.~:Jf=0) w ui 8.I~8So ~ 0) <l: D.. (/) U Z a o o ~ Q) -.J ,- ::) U) 7' ,0 ~ -0 "'t 0).:= (j)- I I ~ rl'\ (J1 I > lU r"\ N -Q)vU) Q L ~ I .AQ~(J1 '4.. ...c ~ (L ~ LL ~ r d) (i) ~Q)lU- '<t 3 n.. (\) f-- E.l. 'lU Zt- o o \.\) !!!o: zUJol- t:llzzZ iiic(c(~ UJIf)OO: O%UJ=' ol-ZO ZZt:lUJ c(Oiii:::! t:I::iIf)%O ~:::I;:3::J 3: -o:c( c(~UJo> a:1.I.~O!!! OOO~UJ ~~~LSg I->I-CI)O 2: W 0 0:: () >-I.J....Z Zf-O <l:z- ZW~ I- -(f)> Clz6 0 t;50<l: Z :JUo oz- OW 0:: I-- o::!=g D..-I.J.... wO::-l :r: 0:::1:< wwO:: '" COIl- f-1-6j 01-(.) cr: Z:J . >-OD.. >- <l:IO:: 2:\:=0 w 0... ~u 2: ~o::w <l: 0 w2: z o...zO Z () (f)ZI :5 -<((/) D.. ~2::J SHEET NO. D.. 0:: 0 (.) W 5-10 2: 0 I (I) :::I (1') 0 0 N @ ROOF DET AI LS M\.SfER AP1'LICC\TOR'S MANUAl SHINGLE LAMINATED SHINGLES ~ fASTENING ......... 11-,,: Proper Nalilng } Ol R OBjJX111 1.:. 10 learn the (()!Tl'r t /n 0< edUl e fi:H 1I1,~t(J!lmg ltFl1tlwted ,bfilg[es UNOERSIOE OFTOP LAMINATE LAYER LANDMARK SERlE>, WOOOS<A?f* SERIES, lANDMARK 40 III AND LANDMARK' Tt * FRONT BACK " For tMhol~lll~estkms. ,aforma!1cB ~fl ac~eVtaule a1tematMI ajllllleahllll mtltll\!l!$ aM malenals. w a CllP1 I>t tile l'f(}vucl Wlli1allt~. CONil!;\ the sQl!j'cl1$Il$led below' LOW AND STANDARD SLOPE LHGUStf DIMENSIONS STEEP SLOPE '.."" ~ ~ i Ie. l " r ~I ~ I--==~ r :7 Lf~ /; MURK DIMfNS!Ot.S ~ i,p;'" ....1 ENGliSH lllMWSIQNS -I .. * "(deTr.\lk QB MfTRI< DIMENSIONS LANDMARK Tt * "idel'mk QS , , , , \ ....' ~~'W"'*'~ .... ..- .::;.,~:,:.. --::,,'~:::::\, i' ,,~,." , Sei.\fatl~ Stnps 138 ,',/'WI 15 fER 1 H" t U:!} S 11 I \ (,t II \ P 1'1 If. U {) If S \l \:'\ l \l l\\") In,~t",'J~(*~klft ,'(!~'"j~<<Jj.... ~ ~* ~~~\: "" , ~ '" " ~,,~ \.'{..~~ " f!>tjl{{r1'i CERJ'HSTEf,l) Sltl:'<(1I,f, ll'l'UCHOR ~ \BNI n " -~~.._-~~- (ll":,,,'tlS CERfUNlun SllINt:U~ \1'l'lH ,T\ll\S M\1'it\l - ------~..,...,....,.- ~ CHIMNEY flASHING ........ f\.>{ ~t.. l~ J!J !kk:.lnrz~ cm)..t rtd (.~ (Jr m~~} hJ LANOMARK n B9 )to ........... ONE ROOf.OVfR METHOD FOR ENGLISH DIMENSION SHINGLES ~ PREPARING THE ROOf SURfAC! fOR REROOfiNG "NEStlNG" COMBINED WlTH THE fIVE-{OUaSE DIAGONAL METHOI) i' SEVENS AND fOURTEENS") In -- - ~-~-- - (0:\ ftNI ,$, t p mE R~}()f: -- l:sl em RSI\: \l'ph a fuH ,I} UK'" II 11.", I"" <t ldt (,lfl'<f of "I. eNA M.lK' ,I", [0' ,,! edl''' .;ad ((>11 dj!,~ Ik 'l>.sll 'l\ln th cd M ,,! the s.{<frh.'Ti kf',{' fft,g{lfe Ii 8) ONE <lEAN-OE(K APPLICATION MHHOD fOR ENGLISH DIMENSION SHINGLES ......... flVHOURSE IIIA{iONAl MHHQO ("SEVENS ANO fOURTUtW} I'llf~~RI,\(. 11m $f( K . .l\D lHRot GH <;TlI em RMiS: Uk'!)!!!,-r, CliRr\f~nE{} SlJl~(;ll: \l'l>tlC\IOR~ MOdU (b.Ij'I,'),' ('filO H H 11110 SH 1 '\ GIn U'l'tH' \T 0 It S M \" t H tel ~2' (3D5n\'1 r 6' English Dimension ~ ONE ROOf.OVER METHOt) FOR METRIC DIMENSION AND LANDMARK U SHINGLES .......... .......-- HIPS AND RIDGES .......... SHAOOW RllXW A<CESSORY SHiNGlES fOR IUF'S AND RlOOfS Metric OIm~l1sion ) ":f(fV IS I~ ( ~n.'Jptf.~" fEIHU'\fF.fO SHI'\GIB \i'Plll\10RS \H~t U ('l,p,"," (I'kf\l\ 1 EfJ) SHI\<.;H \l'1'lH' nOR s \1\\1 \L - - -.........-------- -- --- , ONE <lEAN-DECK APPlI(ATlON METHOD FOR METRIC DIMENSION (OW. X 33%") AND lANDMARK Tl (13IN~ l( 40") SHINGLES -......... flVHOURU DtAWffAl METHOO (S~i" AND 1 HiI") PRfP\RI\(, l!U1 l}HK. . \H1UER I'm R\E: t t I K ~ .! til {ONTOORRIOG!~ APPlIo.nON IS AS fOllOWS: :. (\'m'r 11.\' m Ihe ~,U1\~ fM~l1(}ll n$fn~ dIe 'e~~Ll1\j "(Jlw JS a ~;), ~(' Ii) ,rl~llll \ <'P $\ulli!.ks .tt ,\\1 :-r ('Xp{>Hlfe B5 ll() - ~.............-- ---- w () I- o 2 w '" ~ o f2 w 0:: <t: ::) a (f) W 1.J....~Cl:: '00::0 W I.J....I.J.... I-w r- <l:O~Z 2:-0::::l X~O::O O::)I.J....U Cl::OzU o..."",w<l: D..""'~I- <l:0<l:0 wO::I-Z o::l.J....w <l:ZO::O OW<l:O w~U)O f-~zZ o O<l: :Jw-w oo::(/)"'" <l:Z"" ~(/)~D?Z c;,Z:::;u...O ~QOOf= 0(/)0::f-5 OZO~- LLWn::(.)n: w2:wOo... 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W ~ o I U) :J (1') o o N @ I- o z I-- I ~ 0:: ~ 0.. o () S-10 A ROOF DETAILS US HOME PRODUCT APPROVAL SPECIFICATION SHEET ,4S rC(!uiredby Fr,)(lda .s'!atut~ 561,842 and ~rO(id3 Adn"ljnjs!:~ii\'e Code 9B-72, ):~ease ;jrdv!da ttiE inf6r~n3Uon and approval rtlJfi'\t,er-s on'the outldi0'~' (;()mp:1nents !iste..:j beioN if trey wItt be ':.Aii;Ze<) :)11 tbe. CO{!S!(i..JCb(l<"l pro.:t.~,:;t n:'H' wt\lch i<lU .a!(~ dppr'riif~ fo< a bUI,jrjir:-,g J?Sr:wt \lV~ (ecO(i)meI':(j' YOLl ~x:i.tad your rb<';al prcdu-ct sur:piier shoc,Jd /ou {lOt '<now Ih" product app'o,al flUi"'\pel fOr aery Of lh" a~plicable iislW pro.j~~ts Ca(eOQrY,'Sl.1DcateQory Manufacturer 1. E':XTEAiOlnlOORS A SWiNGING Tc.em\i,\- Tn.; PrOQU1;t DescriOtion ApPrOVal N\;lmber{$t S'rnpoth.$ti=U Fl1170~ 8 SLIDING M1< 2J31'V5 Ml< 213J4!5 HR. Mk 2f3}Af:, XHP 4'20 4'!OJ457. 4~G-1P!452r1P Se,les 5O)t!1Xt!J200Q 420143=,J/440 fL'~ PL?61 FL46 FU64 1\inco_ .ae Iter8i't "M I HQrn~ ;.-;.oct} fia E^1n.r.,..,erS(\,'iie.stonej ...' Gli,.'"f\t:Gai AtW.\iir'rurn C SECTIONAL. GaraQ~ DeJO( 6RSTvV4 16."- 7 (;i;mioe DoO( 6RSTVl}4 (9 X.7) HX;<;!6$ fU026:4 C100ay '8i..JlfdJrjQ - pr Gck/{:-ts D OTl-iE;:;O :t WtNOOW$ ~tLE fi'J.NG _l1k Mk.4OioO HI" 1t6:\. ,000. 74013740. :l240/4"Z')()H-'> Series 1 :)J 15QOI2000 1""1 ()(ji1 ~ 4G/144CY1.4:S0/154'Ji.1 55<')/1570110001 1.9<10/1,",70. F..1:(.) PL!;,,3 FL4:i A2'54, 1,,'0$ FL264 1699 Klrco oette,'Silt Ra, E,'>..i-l\.!dcJS Gen~la1 At~uY;iYll.:,lf'(I General Aiuml,'1um II HGRllONT AI.. SUOEH R\tV HP, ~(VV XH? r~v\i4.XHP 16&116B.600 Series 1 )<)0 1 180J14'B0i151)Q!1590i10ibI199o. H.124 FL67.) Pl,43 PlZ.;6. 1700 '<'I'OV i;Mierj3!il F1a Exti\.K~r$ (Mi1astonel GeGera! Alumi.i)uIT': C FiXED Mk 40150 PWIGT, Tv'vPy/ICT . .' 4011740 .32.4OI4'250HP. 680. ;Q!2<.."'(JO 1.1 1-00 460-T{)lI~450/1)60i1570i'~90Q/ 1070{~JO/5~rj()/5300 FL125 F.L '316 FL44 PL25Q, ,,6::l, 1697 FL265. 26::3. 159$. Kinco Sd~ri3ilt F:a Extt.....:fers "'M!)e_sto~e} Gf:f'lefa~ A,t~rnjM\Jrn C~ne ral Mqrninwrn D MUl.U:JN M.03-04A M01-WA. ,\A'J6-0e~ L907 KIi';co 8etW8dt f'i3. [Xt!';Ri"l$ 'M rlesto".e F1~, Extri..Jd$~'S {Milestone) .G$l'$ral AiUfPjnum General Alurri",um ...,er:(t(al Aivi-r:friurn Genef<ll Aluminum FF.5709ie71Q1S7)1;:.712/5713i5i1416718 F€57\l-:)670 115702,'57Q.,I5?04J5i05i5717 1100/19001_>>10 ;e$). 1442.144.5144$ ...d Brackets) 144<1, 1447. '. otY) !3racke\s 5$QO.63A7 534$.535Q,55 5000 t,I\;!iSand 8'acket~ 1'1-974 fL974 FU252,1 8.1667..1 .n 16$8;1 FL 1 $i',$c 1 3. PANEL WAll A. SIDING B. . SOFFiTS ,.OO5JO${)i;/95C<.Jig.510~UJ11 Soff't 41;S50:145102j45~02N vm Soffit Aluminum i ,Ioi.. F our FLI%'>. FIAQ$ FL 40$ 2 K;>vcan Lfd C-dmero0 A~",rev 81;ii(li"id Camerdn Asf~iev 13;..:il.jina ~YYALl. LOUVER D. GlASS'8lOCO< -'-- P,I\soutQ/", Co('~inQ Corp (llass Unli11astc;;;:;lnsl,a:lect '!i:,lo<1a, FL1363 E OTHER 4. ROOFING PRODLlC $ ~,?KAL T SHPiGLES a UI~L!€r~ AYM€hTS C .ROOFINGFASTENERS U ROOFVEM'LATORS Certain Teed Co(~Sll.- ~,!,k 30140 ar-<l AF!'\ XT25iacxJ AR XT30 (a.nd ~J,' FU'j>'J.~, F.L25() 7' PL250 H FL25C. 1:$ l~J.r Vent inc Ve0hH~j Pl')$- FLdJi32 E ROOnNO i1U~5 F MOD1FIED.erRIt,\O:N Certain Teed Corp .Ro;>(;'-:<:1 Modified Bitwrnef'. Rool S"stem FL47~ G SINGlE PlY ROC.'f' SYSiO:t,4-S H. CEMENTS-AOHES!VES COAT!NGS I ROOf' ,'IUi:. AOHE$lVE J cn~eR S. SH\JUERS A $iORM >-'ANd.S S. COLON:Al C POLL.'1J? D Ot'HfRS 6, SKYtlGHTS ASKYUDHT e OTHER 1. STRUCTURALCO~WONeNTS A. VV<XD CONNECiCf~Si M.JOK)RS $,mp$'on SIT""..:;-,,, US? S1rudufi;l1 Conf'i WOC,J C0nl'\e;~tols a:ld' Anc-f;ors VVQ<j(j Co',,'edo;s and o'iIlchors $ee chart s.ee coa!t aTRDSS PLAiE:'S MiTek induatr'es. !':<c T tW$$ P(.a~es U'197 C Eio.'GINESQEO LUM3ER s>ois,. Eno. Wood P,od Ver:;a:Lcvi'1 SP Wooo.I.Jo'sls ALi..,IOIST Fi..1644 Ft 164-5: D Ri\!UNG E. CC~x~r~ETE ADMIXT1..1RES ~\A TEp'IAL fECP Corp Cast-ere:?} Hlan Strencth Conprete intels FL 16$.1 G OTHER . New eXTERIOR eNVELOPE A. 13 Hie producJs {.sleo beiO'.'1' dId not detoo;:str2rte Pto(JUCt appc:"ivai at p!an '~I,;)e\., I Jnde~tat'1d th~l at t~B' time ~i i'\~pe\:tjQn oni"\es~ :;x\.~{$< ttle fujlO'N\ng nfon'1atfon rnwst De a~;ai!abie to the in~pectof on the )(lb~lte: 1) COP'{ of _rhe prod>Kit approval.?~ tne' p'er:o~ti">a_nce (i',a::acte:ri$~J~S whl(;ht~.e prooud \8a s-tesre6 and c;:ertlfioo to comp{y ,;~'\lh, 3} ~0py of ltB: appHcable manufach,Jfe~-s ;;"':S~F.atto:"'t, ieql,.;lrer;-,en:$ ~\,;l"l:'r,ef, t uno.e(s~,a~'1d L!iBSe products mal have to b? remOVBQ if apptova: Ci.Hi:':ot be den~o(',$ti~~~e::j dl,Jr\.i':g ln~;:.~t~~!l. .APPLlCANT SIGl,,~T:JRE DME r-.... I ~ I i i ! ! _h_-"_O_~"""'_"""'_"'':'''__''_''_''''''~__~''__~____~__'~~'''''''O'_'......----.-..--.-.. , f' .\/0' H? , lli'lY? \ . OaOoOODOOO~$'zJn OOOOOOOOODO~,J DOOOOoOoO{}.L OnO nO 0 0 0 0 oJU OMO"UMO"O~O . ~.rolt ,1l'l!<) t f~ r ("l},f);~CO'tIWt:: (R€f) il;t ,. ,~'~g: .Slit / j 4~ 1 i , Lj3~J i I~..- l OEl'lH \!A) .., Cf>.!ll<llI(; '0' PER CO"",R...<;t .= 3.!le ,~ U7 .'1.>1$ e.21 .q1,O __ 7 ol$~ Rl8 AAIlOdl OS'All.S (~. ~ I ,- -+ ~^~~ . ."~ " ._ ">"1'.... ~ 1aDll N~Ot:: I. * "',, f'fY9::~" . ,! ., /,.~ I CRU/! A, Vl"':I'"A."" ih!JCAl.El' I:;; I ;;<(,.'~ 'M~ i ! ' I ~~ ~$~.;l;j.~ P reduct Deserip110n c:" CO~GE (REf) I 1- .3< -----, Rl-"tlUT 7 I 1.7. / ~ ~'3 l~. ____ ==.i-:::J J -I'l ;;;;.~:;-~ I ~ [ 3za ~n~o,J--~, .a ---1 l 1__ 33 ---' -'-l I 1 ".." ..','.'l"'~ ~':~'. ~~; ~ 'i:'--";~ \ f"Il :~~<: II '.'. ,)I< j i'"SJ :J- ~ ~ ! . --'. '-. 4De .em;lI,---. -"'1. tl/16~. · ~-r;IT::~-:::. 9L( ~'-'Il ,OV'<tliS (lW') . l:m". . I>\.S) A . . . ,. . WtroM(!.~ N<*~ (I)~. W Soffit $om AJ"",j",,,,, Alloy J105 .!!l6(Gia"&<o.l)ll) G) M... l~' Soffit fu.'1!S Altm\iDUlD. M1<ly ~11J5 . 81.4 ((la,,&< O.'i! 4) (3) ~ (;.... W\d~lIUS in<"'" (1.' Sot'll!) \4.00 ~ (12' Soffit) (4) All lAsi<l< ~ lla4111llt 0.04-7 ~ Oilt....wl'" No\Od (S)~~.r,l<=_ ~~'t-t~O.OOS .lW!m~i- ~ AfitI. +/.. Ill' (6) r<>llW~~ ~flt\l ll.l"GooItllllllld Cap~"'M\nu~"~ ~ Wi<l>.~ Il>t>Mlll<dSil"'~""'l'o_.., ('1)....hlo}.r""~' o,.lNN, (,' So1!I<?rodll.cli41ffiN'. WSoffit f>re4ucla \~ NN ~~1a ?intsh Caft1t ~ Oe>i&".~ il>li"i (l'SJ'): (9) ~f~ti.~:~,V~tlting A..r~a~ LI\"ol Ft. __~.!L 7.-4.41' $'-4. in. 5,581 :,(l I.u. "58l ''\- i.~ 5.58t sq:. in. t6"'MG' 12" Soffit tAtf!1 c""....... St,4i"'f r"""",' 14.4i"'f ~"". 'JOfIN LALI01'IS. P,E. '~I' ..o~O~vl..r;~~r~~~~~46q. ULkU pM'" ('~7) 9$..$(>83, '-" rr.7) .,:;8-61)$$ ._._.__._'_ .~..__.__ .._.. P.E, Rog;. . cL24''''1i4 J1,[ Solid Sorot 1 Z. Ve:nloo '$o!fu: W' S<l!..~ Sotfit' 1!)" V>:nJed &it1t( l._,___..,_...~_,_____.,_, , A\. 'OP tlF P;\NI:L AS RtJN 'lNRtlUGH Ra.lF1lR"l:~ (TYP' J- lltlUXl! ;a PAHEl (F\IU. KALI!l ~ CAMEMN ASHLEY BUILDING PRODUCTS ASHI.EY OiV11ilON TAMPA, F1. PART: SOLID AND PERFORATED ALUMINUM SOFFIT I D"'TE: 5-15-02 j J A-10051 i __"__" __'__'._ ..__...---.1 ~~ &1': J.N.L SCALE> N.;.$ US? Product Number W;".34 PAU~4 RS3CO R1'16 RTJ Ll--; A6 HHCPZ UPHD3 HTM$ HT A20 Ti-iDH210-2 HTW16 H TVY2C Hn15 HTT22 H:.;S26 HUS28 HUS41 0 HUS412 THO THF LUGT2 LSSH31 LST,A,12 lST/:,15 i..ST AY0 LST A?15 l.TW1Z LTW'16 LTVV18 L TW20 1..l$"19 LT$208 JUS26 )U$414 NFMj~,,,-1175U :-1TA.24.,8 S1='T22 SP,'24 SPT4 ,,'iII I3t'lLDl~G CODE CmIPLL\~CE OIiFICE (BCCO) PRODl'CT CONTROL DIVISION ~W\.l\H.DADE COUNTY. FLORIDA ~1ETRO-DADE FLAGLER BiJILDING 146 WlfST FLAGLER STREET, SUl1.r: 1603 \<lIAMI, FLORIDA 33130-1563 (305) 375.29{)] FAX (~05) 375-2908 ROOFU\G ASSEl\lBLY ApPROVAL CategQl'Y: Roofing Su b. Ca tegon: Roof Ventilators Ffo(lda Produ<..1: Approva! Number NOTICE OF ACCEp:'[~\NCE (NOt\.) Air Vent, Inc. 3000 West Commerce Street Dallas, TX 75212 :\laterials: l\IaximUlll DesiRu Pressure Fire Classit1clltlon: Plastic NJA. N/A 1-"...5;':) Fl5~~j F: 8~2:.? I~, 'F\ IFcx' . TRADE NA:\lES OF PRODUCTS ~L\NUFACTURED OR LABELED BY ApPLICANT: FLe.~:} F'1..2~ - c.'i ;,:," SCOPE: This ~OA is being issued under the applicable rules and regulations governing the use of consttuction materials. The documentation submitt~d has been reviewed by the BCCO and accepted by the Bliilding Code and Product Review Cornmittee to be used in Miami Dade County and ot11e.r areas where aHowed by the Authodty Having Jurisdiction (ABJ). See detail cb'awing herein Test SpedfitatiQu Product Description F~.~~:: . Product Dimensjoll~ FV: Fld: . T AS 100 VenturiVent Plus™ Ridge Vent Copolymer plastic low profl!e altic lidge vent with an integral end plug for installation in shingle roof systems. Fi::G2- F"O', FUc' Fl." -- F"LS', 0 Tbis NOA shall not be valid ufier the expiration date stated below. The BCeO (In Miami Dade County) and/or the AHJ (i.n areas otller tha.n Miami Dade County) reserve the rigl1t to have t.his product or material te,sted for quatity assurance purposes. If this product or material fails to pelionn in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of SlKh product or matetiaJ within their jurisdiction. BCeO reserves the right to revoke this acceptance, if it is determined by BeeO that this product or rnateriaJ fails to meet the requirements of the applicable building code. This product is approved as described herdn. and has been designed to comply with the Florida Building Code, illcluding the High Velocity Hurricane Zone. DESCRIPTION: Air Vents Venturi Plus ApPROVED ApPLICATIONS: FL2,'::-: EVIDENCE SUB~lITTED: FU< FL8':,' Name Test Agency/Identifier Report Qlli. flb' ,- Fl.Z ~ ~ Fl.5~.' T AS 100 Wind Driven Rain Center for Applied Engineering, Inc. 07-07-00"68 04/27/94 r":"8~ '5 Fl. 8 '2, FLc"-3, ;:=L8"'3 FU)','3 t:'L.8:.\) ".L82': F,-3;'0 PLeD j::L8~~' ..- LABELING: Each unit shaH bear a permanent label with the manufacturer's name or logo. city, state and following statement: "Mi,m1i-Dade County Product Control Approved", uu1css otherwise l1Qte.d herein. RENEWAL of this NOA sb.111 be considered after a renewal application has been filed and there has beeu no change in the applicable building code negatively affecting the performance of this product. rI~ ER\llNATION of this NOA will occur after the ex.piration date or if there has been a revision or change in the materials, use, and/or m.anufacture of the product or process. Misuse of this NOA as an enJorsernen.t of <my product. for sales, advertising or any other purposes shall automatically terminate this ~OA. Failure to comply with any section of this r\OA shall be cause for termination and removal of NOA, ADVERTISE.MENT: The NOA number preceded by th.:: words Miami-Dade County, Florida, and followed by the expiration date may be displayed in adveriising hterature. If any portion of the NOA is displayed, then it shall be done in its entirety. I~SPECTlON: A copy of this entire NOA shall be provided t.o the user by the manufacturer or its distributors and shall be available for inspection at the job site dt (he request of the Building Officia1. This ~OA revises ~OA # 01-0910.04 and consists of pag~s 1 through 3 The submitted documentation was reviewed by Frank Zuloaga, RRe 2:12 Slot: Cut a minim\U111W' slot along the apex of the roof by cutting %" on each side of the ridge, The slot shall terminate approximately 6" from. the rake edge, F:..o'2:: FL3~:" Installation: Place ridge vent section centered over the void at one end of t11e ridgl': and insert end plugs. Fasten with roofing nails through nail hoks in vent. Butt the second section to !.he first, align and fasten to roof. Continue this process from end to end ;.:~2:, .__ FL6S2' Ridge Shingle: Install pre-manufactured or field cut ridge shingles over the ridge vent in compliance with the shingle manufacturers Product Control Approval and the installation instructions using IW' ring shank galvanized nails. Net Free Area: Refer to manufacturers published literature FL.2~ - ~Unimum Slope: FL8~ '7 F:..8~, .. 9 8 N'O,\ No.: 03-(193(}.1O Expiration Date: 04/0S/06 Approya} Date: 01/29/04 Page 2 of 3 N'OA No.: lJ3.0930.10 E:tpu-atioo Date: 04/05/06 Approval Date:: OU29l04 Page 1 of3 LIMITATIONS: 1. Refer to applicable buildi.ng codes for re.quired ventilation. 2. VeoturiVent PlUSI'M Ridge Vent shall not be installed on roof mean heights greater than 33 feet. All products listed herein shaH have a quality assurance audit io accordance with the Florida Buildi.ng Code and Rule 9B-72 of Lhe FIOl~da A.dministtative Code. 3. DETAIL I_h' I 11,0 1 I R4,9 O.S. '\ ~~i1 m r- I 13' I ~ 10' .~ NAILS PATTERN' 12' Soffit - 10' DC. I.., the DIrection of' SoHit Length 12' DC, in the Dtr-<1c1:ior'i of SoHlt width 16' SoffIt - 10' 0 C. ir'i the DIrection of' Soffit L<mgth ~ 16' Q,C. I,., the DirO'cticr'i of So,:"fi'l; Vldth 0> nO's),,"" f'ressure NAILS, !\-JDlNT AREA 12' D1A. SHANK a DIA. HD. t~: LONG ~ BAT1EN, 2'X2' PT. SOUTHERN PINE CONST. GRADE (MINiMUM 2'X2' CONSTRUCTlON GRADE MIXED SOUTHERN PINE OR EQUIV, VOOD BA TTEN STRIPS Notes: (1) Use Alumin\lJll J-~ Ashley Part No.4041O, 10 install. Secure I-Channel Using l~Rl\Sitlt~ O.U" Dwl\tltet Shank Nails l-li,)" Long At /;}" Spacing Between Nails. See note 5 fur FI1-ChllDt1e1 App1katloos. /" / 330 I I !~: l 17~ !\Ji IV~I. I I. I I c-o-- .....; III iF Ii, i ROoting I ~r- _. ~. il I! "--~. - z,s-..-j j (2) Soffit Nailin& Pattern: , 12" Soffit - 10" O.C. in the ~tion of S<lffit Loogth l2" O.C. inlhe Dire..ilon o{Soffit Width 16" Soif'rt - 10. 0, C. in the ~tion of Soffit Leng1h .I 6" o.e. in the Dirootion of Soffit \Vidtb: -------- \ /141;-, ~\jj 1.'10 . ~,I !~ j___....m -4.3 .87 0.8. 6,6 ~'. BATTEN NAILER (00111:4) J.CH.\NNIll. ' INSTAllATION . /' -1 I I FRONT VIEW' 4 4 "== - I I OF EAVE --.-.... I I Inti:rlQr 34.4 psi r r 1 (3) ~ign PressuroRatill& (1'SF), E:tt<lrior 51.4 pst --14.1 " I\. FASCIAl 12" Suli<l Soffit ! r Vented Soffit 16" S(llid Soffit t6" Vented S<:lffit Iv'IrHlJUT VENTURI VENT PI..US sloe ViEW Of EAVE - i , ~ ALUMINUN SOFf'JT I PflNEL T YP. NAIUNG PATTERN 1O'>:t2' 02' SOFFIT) 10'X16' (16' SOfTlT) (4) Not ~ if "".mana ;s t'. (J1 lets. If O\'ecll.apg is 12" to 20" divide !be wldlll iJllWf to ~ prop<< O. C. !\KalWn for l3ll\tlm NolICf (1.e, for all IS. owrhang tbe Batt"" ahoold be 9" O.C.) lS) &mer BSl1en Nllile<l>I ~ for I.'..Cbawd AppIk.ti~ Snap . In'e1lino ,R'~ aIl4111laCh f'-(:Iw.1lJlol <ji!""1ly' to waUllllwg i- T-Nailer 16' O,C. (CBS ('<!t\.~ft) Of .12" DiA. C<:It'l:O<llOtl !~lStoot nail I '!- long ! Z' O.C. (Pla}''WOOd J 0.8.$. ~, ] II E~D OF' TIllS ACCEPTANCE 1 I r-i\ 1- 'U2~Y~1: ~ "sc~ ! '---FOVERHANG J ~ fASCI ... - ~ :J '- ~ NAIL: CORROSION J.CKANN€t ReSISTANT NAIL """~ r SATIE>< _ER (NO'" 'I IN$;;i~~~ SlOe VIE',,", Of EAVE ' III i I I II 1\ !-10.J-1O'-) \ I - , I I i 24" ' i .J ROOF OVERHANG / i~ J-CHANNEI. .-1 f.cHANN€l (NOTE 51 RO"AAf2'IlYJOIIN LALIOTIS. P.E. a1ln CONSULTING ENGINEER 4$.{) t. ~ sr. $.'I.)f'rt (). ~">.;f SPRfNr.;;:S R,.., .}4.SI!g U ~ (717) ~--&,"8.J., fr:;x (727) 9.J8-~ .. P!1: 1><'I"'tw~. f .246t.4" ...__..__.... ~ ~} ,PART: ALUMINUM SOFFIT --i L INSTALLATION D&SIGN jl I ="".~~ 1 ... DATE: _5-1~-02 J A-10053 r----- SCALE: N. ,So 1 . ,.1""_,,,._,_. ".,.." ._. _. .".-..-----.-,.-..""..,0".."..." 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W 2 o I (/) :J (Y) o o N @ PRODUCT APPROVAL SPECIFICATION SHEET As required by Florida Statute 553842 and Florida Administrative Code 9B-72, please provide the Information and approval numbers on the building components listed below If they will be utilized on the construction project for which you are applying for a building permit We recommend you contact your local product supplier should you not knovv' the product approval number for any of the applicable listed products Simpson & USP Cross Over Chart with Florida Product Approval Numbers Category/Subcategory 1. EXTERIOR DOORS A SWINGING B SLIDING C. SECTIONAL D OTHER 2. WINDOWS A SINGLE HUNG B. HORIZONTAL SLIDER C. FIXED D. MULLION 3, PANEL WALL A. SIDING B. SOFFITS C. WALL LOUVER D. GLASS BLOCK E. OTHER Manufacturer Plastpro Incl Nanya Plastics Jeld-Wen Kinco BetterBilt (MI Home Prod.) Fla. Extruders (Milestone) General Aluminum Clopay Building Products Kinco BetterBilt Fla. Extruders General Aluminum Kinco BetterBilt Fla. Extruders (Milestone) General Aluminum Kineo BetterBilt Fla. Extruders (Milestone) General Aluminum Kinco BetterBilt Fla. Extruders (Milestone) General Aluminum Kaycan Ltd. Cameron Ashley BUilding Pittsburgh Corning Corp. 4. ROOFING PRODUCTS A ASPHALT SHINGLES Certain Teed Corporation 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 5. SHUTTERS A STORM PANELS B. COLONIAL CROLL-UP D. OTHERS 6. SKYLIGHTS A SKYLIGHT B. OTHER 7. STRUCTURAL COMPONENTS A WOOD CONNECTORS/ ANCHORS B. TRUSS PLATES C. ENGINEERED LUMBER D RAILING E. CONCRETE ADMIXTURES F. MATERIAL G.OTHER 8. NEW EXTERIOR ENVELOPE PRODUCTS A B. Simpson Strong-Tie USP Structural Conn MiTek Industries, Inc Boise Eng. Wood Prod. FECP Corp (Cast-Crete) Florida Product Simpson Product Number Approval Number Product Description Approval Number(s) Distintion Fibreglass Entry Doors Exterior Doors A34 ABU44 CS22 H3 H10 H25 H6 HCP2 HDQ8-SDS3 HETA16 HETA20 HGUS210-2 HHETA40 HSUR/L410 HTS16 HTS20 HTT16 HTT22 HUS26 HUS28 HUS410 HUS412 HUSC410 HUSC412 ITT IUT LGT2 LSSU210-2 LSSU28 LSTA12 LSTA18 LST A30 LSTA36 LTS12 LTS16 L TS 18 LTS20 LTT19 LTT20B LUS26 LUS414 MBHA356/11.88 META22 MGT MST 48 MST60 MST AM36 MTS12 MTS16 MTS18 MTS20 MTS30 MTT288 PA51 SOS 1/4x2 1/2 SDS 1/4x4 1/2 SDS 1/4x6 SP1 SP2 SP4 U24 SetPac10 HD Titen FL1321 FL498, 539 Mk 2/3/4/5, Mk 2/3/4/5 HP. Mk 2/3/4/5 XHP 420, 470/452,470HP/452HP Series 500/1000/2000 420/430/440 FL126 FL561 FL45 FL264 Residential WindCode Doors FL542 Mk 40/50, Mk 40/50 HP 165, 165/3000,740/3740, 3240/4250HP Series 1000/1500/2000 FL123 FL663 FL42 1100/1140/1440/1450/1540/1550/1570/1900/ 1940/1970 FL254,1698 RW HP, RW XHP, RW4-XHP 168/3168, 680 Series 1000 1180/1480/1580/1590/1980/1990 FL 124 FL670 FL43 FL256 1700 Mk 40/50 PW/CT, TWPW/CT 165/3000 740/3740, 3240/4250HP, 680 Series 1000/2000 11 00TDL/11 001450TDLl1450/1550/1570/1900/ 1970/5000/5300/5350 FL125 FL676 FL44 FL255 263 1697 M03-04A, M02-03A, M96-08C FL957 FE5709/571 0/5711 /5712/5713/5714/5718 FL974 FE5700/5701/5702/5703/5704/5705/5717 1100/1900/1970 FL1252 0605/0606/9500/9510 A'uminum Soffit 41550/45102/451 02N Aluminum Soffit FL1965 FL406 Glass Unit Masonry Installed w/Mortar FL1363 CT20 (and AR), Landmark 30/40 (and AR) XT25 (and AR) XT30 (and AR) FL250 CRV Aluminum Ridge Vent NOA No 03-093008 Modified Bitumen Roof System FL479 see chart see chart Truss Plates Versa-Lam SP Wood I-Joists ALLJOIST FL2197 FL1644 FL1645 High Strength Concrete Lintels FL158 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE FL474 FL474 FL1901 FL474 FL474 FL474 FL474 FL474 FL474 FL1901 FL1901 FL474 FL1901 FL503 FL538 FL538 FL503 FL503 FL474 FL474 FL474 FL474 FL474 FL474 FL474 FL474 FL1423 FL474 FL474 FL1901 FL1901 FL1901 FL1901 FL474 FL474 FL474 FL474 FL474 FL474 FL474 FL474 FL538 F1901 FL1423 FL1901 FL 1901 FL1901 FL474 FL474 FL474 FL474 FL474 FL503 FL474 FL1463 FL1463 Fl1463 FL474 FL474 FL474 FL1218 FL402.3 FL2304.2 Product Description USP Product Florida Product Number Approval Number MP34 FL570 PAU44 FL569 RS300 FL822 RT16 FL565 RT7 FL565 LFTA6 FL820 HHCP2 FL817 UPHD8 FL817 HTA16 FL821 HTA20 FL821 THOH210-2 FL821 HTW16 FL820 HTW20 FL820 HTT16 FL821 HTT22 FL821 HUS26 FL818 HUS28 FL818 HUS410 FL821 HUS412 FL821 THO FL815 THF FL815 LUGT2 FL568 LSSH31 FL816 LSTA12 FL816 LSTA18 FL816 LST A30 FL816 LSTA36 FL816 l TW12 Fl820 LTW16 FL820 LTW18 FL820 LTW20 FL820 LTS19 FL822 LTS20B FL822 JUS26 FL821 J U S414 FL821 NFM35X1178U FL578 HTA24-18 FL859 KST248 FL822 KST260 FL822 MTW12 FL820 MTW16 FL820 MTW18 FL820 MTW20 FL820 MTW30 FL820 - -- MTS27B FL822 TA51 FL816 Framing Anchor Adjustable Post Base Call Strap Tie Hurricane Tie Hurricane Tie Hurricane Tie Hurricane Tie Hip Corner Plate Connector Holddown Embedded Truss Anchor Embedded Truss Anchor Truss Hanger Embedded Truss Anchor Heavy Skewed U Hanger Heavy Truss Strap Heavy Truss Strap HD/Tenslon Tie HDlTension Tie Heavy Joist Hanger Heavy Joist Hanger Joist Hanger JOist Hanger Joist Hanger Joist Hanger TF I-Joist Hanger I-JOist Hanger Light Girder Tledown Slopabte/Skewable Hanger Slopable/Skewab!e Hanger Strap Tie Strap Tie Strap Tie Strap Tie Twist Strap TWist Strap TWist Strap Twist Strap TenSion Tie Tension Tie Joist Hanger Joist Hanger Masonry Beam Hanger Embedded Truss Anchor Medium Girder Tledown Strap Tie Strap Tie Strap Tie for Masonry Twist Strap TWist Strap TWist Strap Twist Strap Twist Strap Tension Tie Foundation Strap Strong Drive Screw Strong Drive Screw Strong Drive Screw Stud Plate Tie Stud Plate Tie Stud Plate Tie Face Mount JOist Hanger Expoy Titen Anchor w () I-- o Z w '" ~ o o LL W 0:: <( :=) a (f) W 2: 1.J....<l:0:: '00::0 W I.J....I.J.... 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W 0::: z:::) . ~ >-on. >- <t:IO::: <( ~t::o Z Cl. z3:(.) :so::w Z 0 w2: <t: D..ZO ......J () (/)ZI -<l:(/) Q.. 2=2::J SHEET NO. 0... 0::: 0 (.) w 2: S-13 0 I (/) :J M 0 0 LAST PLOT DATE N October 11, 2004 @ PRODUCT APPROVAL DETAILS -~- ------ --- - SINGLE HUNG MASONRY (FLANGE) ONE BY IIOOD '0 CONCRE"E 2R CAULK BETIIEEN BUCK BY OTHERs~r MASONRY OPEN.7ING \lOOD BUCK & (NOTE 6 & 7) \ BY a-HERS MAS'Y OPENING \ BY OTHERS CAULK BETIIEEN \JlNDO\J FLANGE~ ~ i & IIOOD BJCK I ~ 1-1/4' ~N .. . EMBEDMENT 1 -;=',,5 ~t--INSTAlLATioN ANCHOR 3/16' DIA. TAPPER (NOTE SWCCQ ~ ~ ) I BY C"'HE.RS :)1 SYll.i AS REO:'D, I c-J :/4' MAX. I :::~;~~~ 7 ($[E ~DTE$) I ;;-L.ANGt: TYPE : I wINDOw FRAME I ,~IGlD VINYL ~ HEADER i I GLAZING BEAD I' FLANGE TYPE ~ ,"~ \J,H. CTYP,) GLASS \d\lDJ'vI FRAME / ~. I (.lNDO',( ~~ (Ty?) <SEE NOTES) I AMB CAULK BET.EEN \ . H ,:,DO\J FLANGE. I - . EIGHT) B.H. & '<lOOD BUCK PER,MHER / . j I {h' '<BUCK CAULK .J ./ \ CAULK BET'~EEN \lINDOII HEIGHT> ,,-, BV O"HERS /' FLANGE & PRECAST SILL I . . / V/ VULKEM DE. ADHESIVE.1 (\fI~'1DOV 'H':V""rl) ./ CAJLK, DR APRV'D, EQL s~ucco BY OTHERS --"" CAvLK BET\.{t:E~ FLA.%E TYPE I CONCRETE OR S FCT (0 N B B "ODD BUCK !. PE~I,"ETE~ W ~ ','INDO\J F~AME f',ASCNRY OPENING ,,- "AS'Y OPENING j CAULK /' SI BY OTYERS '\ BY O"HERS BY OTHERS -\ IJI. ~, :_l I CGNC~ETE CR q q MASDNRY OPf.NL\G I .. BY OTHERS . \~ p , --- @ ; -3/8' I -......::: __ ~ PREiiSJ~JEI~sL ~ D. 1 ~lN'1 EMB.. -=; < ~ i '"'--- 2X4, 2XG 2XS ~OOD BUCK l -J.____ c-..-. ~ - BY OTHERS (SEE NO-E 15 !. 23'& SECTION A-A Ii i" I! ,",---ONE BY ..aDo BUCK BY O"HERS Ldl L"-. JI WP-lDNAL> (NOTE 6. 7 ,~d 15M I l V'IEw-D FROM irr ISSTAL~ATION ANCHOR 1--; '.:-,!. - IV t, 1 #10 '<lOGE SCR":II (NOTE 16 ,,,d 16A) A 8 ~ EXTER!O,R I GI D I, f-tE SECT,ON A-A (ALTERiNATE) 1/ II & ror ;nstaI1at;on with two by I I , " with or 01/0 one by wood buc.i.::s. J B K 8 J,H F G ~ ~ //"~'.;~::~~~~; . -c- // .:~ .~1j"I'\;~>."il '., 'LJl /1 4, !i (~~ "~k A .J ~ I FV AT ION ; ~ ""'~~~~,,}:~~~~:/ "".,,'.'., BII (BUCK I/:D",) I /C~ ONE BY \JOOD INS" AlLA "ION ANCHOR 11 L.12,. BuCK BY DT,ERS 3/.6' DlA TAPPER (~O-E 5 & 7) (\oO"E 12) SMI~ AS RW'D 12) 1/4' MAX RlG1.D ViNYL (SEE ~O""~S) \ :;LAZING BEAD _____ - a~) ~ \ "I '\ / ,17\, Q IMPORTANT INFORMATION & GENERAL NOTES These notes are proVIded to ensure proper ir'1staHatioi". of F:orida Extruders i<1ile:.ioi1e products and must be followed fully. ~lASS <TYP)<SE'E NCTES) . Il-J/~' I.1IN.1 -j1.E'~ED"ENT I GENERAL INS:AllATION INSTRUCTIONS 1) SHIM AS REQ'D. AT EACH INSTAUA'lON ANCHOR W:TH ,OAD BEARING SHII'1. MAX, ALLOWABLE SHIM STACK TO BE 1/4". I ! 2) USE SILICONIZEO ACRYLIC CAULK BEHIND WINDOW FlANGE AT HEAD & JAMBS, I SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULJ<EM 116 ADHESfVE CAULJ< OR 'V, APPROVED EQUAL. APPLICATION OF VJLKEM 116 ADHESlVE CAULK OR APPROVED I EQUAL AT FRAME SILL MUST COMPLY WITH SEAlANT MA~UFAcn;RER'S I RECOMMENDATIONS, . t:\ 3) USE SIUCONIZED ACRYUC CAULK FOR PER;METER SEAL AROU~D EXTERIOR OF W WINDOW FlANGE AND TO SEAL HEADS OF INSTALlATIO,,", FASTENERS. 4) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG [S SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUOERS 1500 .~.ND 2000 SERIES SINGLE HU'IGS. S) WINDOW FRAIME MATERIAL: .~LUMINUM ~LLOY 6C63. r ANCHOR INSTALLATION INSTRUCTIONS GENERAL; 5) NAIL ATTACHMENT OF NON-STRUCTURAL ONE BY BUCK IS 4' FROM EACh CORNER ~ AND 8" ON CENTER. USE A HARDENED "T.NAIL" WITH A 0.097" DIAM~R AND 1 3/8" - LENGTH (S/8" E~lBEDMENT), A HARDENED MASONRY NAIL" WIm A 0.148" DIAMETER AND 1 1/2" LENGl1i (3/4" EMBEOME~T) OR EQUfVALENT. FOR ALTERNATE SECTION A'NB-B, USE A 0.113" DIAMETER COMr~O.N WIRE NAIL WP'H A 3/4" EMBECME~T OR EQUIVALENT FOR NAlUNG NON'STRUCT'JRAL ONE BY BUCK j,'{TO A TWO BY STRUCTURAL BUCK. & 7) APPLIES TO AlL NON-STRUCTURAL BUCKS LESS THAN I 1: 2" rrlICKNESS. NOT INTENDED TO llMIT TO NOMl".AL ONE BY WOOD BUCK ONLY. BUCKS GREATER TMAN I" NOMIMAL (3/4" TMlCK) ANO LESS mAN 2" NOM1NAL (11/2" THICK) WILL REQU1RE NAIL LENGl1i SUfFIGENT TO ~lEET EMBEDMENT REQUIREMENTS Of .NOTE 6. & B) ALL INSTALlATION ANCHORS MUST BE MADE OF CORROSlON RES[sTA.\T MATERIALS OR HAVE A CORROS10N RES1STANT COATING APPUED SUITABLE FOR TME ENVlRONMENT ANDIOR FRAMING MATERIAL WHERE ANCHORS ARE USED IN PRESSURE-PRESERVATIVE ~TE':) WOOD, THE WOOD SUPPUER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE. PRESERVATIVE ~TMENT PROCESS USED. 9) ALL FIELD SUPPUED HOLES IN THE FRAME (IF REQUIRD) WILl3E 3/16" IN DIAMETER. 10) WOOD SCREWS SHALL ~EET ANSI 818.6.1 DIMENSIONAL REQUIREMENTS 11) IF w009 TENDS TO SPUT, PRE.8CRE HOLES AS FOllOWS: #81'1000 SCREW . 1/8" DlA. PILOT HOLE & #10 01000 SCREW. 9/64" DlA. PILOT ~OLE (NATIONAL DESIGN SPEOFlCATION FOR WOOD CONSTRJCTlON). [SEE SHEET 2 FOR CONTINUA110.N OF NOTES] REVI DESCRIPTION IDATE INI c I R~SED NO"ES 3, 6, 7. !12/' 9/031R 'A I ~crk6'2~,e~~s~t ADO€D I I "11~ v ! AND/OR ADOED REeKED 'I' I REi=ERf,.~CES AJW ,ILLUSTRATIONS ~CR NOTt: I I ! R~S'ONS. i I k'LORID;~ EXTRUDERS I:'lTERNAT!ONAL, INC. L .~. 8540 JEWETT ULNE C[RT'~CA" OF Aw,eCR'ZAl'O' NO. 92J5 SA..\iFORD FLORiDA TITLE: INSTALI.ATIQN DETqL SGL. HuNG FLANGE 'wI,NDQ'.S - SERIES 1800 , 1500 ~ COOO DRAWN BY: BB APPROVED ByR';A DAn:;12/19/Q3ISCA.LE:NTS'DWG.:F~EXClCI5,SHT I QF 2 SINGLE HUNG FRAME (FIN) - "INDOII IIIDTH ------j~. ;:,..~~ ~%CE SHji'l AS REQ'D... I nolO EY '~OOD (SEE NOTES) I r EY OTHERS :: 1\ i l ~ -11 i l' MIN. e:: ~~ il EMBEDMEN- i-Il!. ('.!IOOD SeREI.') ~. --r I \, -~2C71iX SHUT~ING ><C~'^ BY OTHERS Fl~ TYPF' 1, 'L ~~ULK B~:IIEEN \NtNDO\J FRAr.1E ~ .~~~~~~:l~ vAMB. I PER,ME"ER ~ INSTA'.cATlON ANCHOR CAULK 1;8 ~JOD SCRE\'! SHO..N BY O~HERS STUCCO BY OT'<ERS SECTiON 8-8 1-- )' ~IN. Ei'lBE:DMENT (\JOOD SC~E..) CAUL.~ BETWEEN SHE~ THiNG l IIINDO.. F!N & BY OTHERS SHEA-HING - INSTAlLA"18N ANCMOR , I ~8 '~Don SCREII SHe\JN ---------h:~ I; I / I STuCCO _j:' . BY OTHERS l...... ..... I !I,I /"; I I I i V \I _ GLAZING (TY?) 7 II J (SEE ~CTES) II 1/4' MAX. PERIMETER ~H:'~ SPACE CAUL K BY O:HERS f--J F IN TYPE \JINDOII FRAME HEADER ~ GLAZING (TY?) / (SEE NOTES) IMPORTANT INFORMATION & GENERAL NOTES These notes are prOVIded to ensure proper il'1stal:abon of ;::orda ~ders. ;o1hestor:e products acd must be followea fully TVO BY VDOD r BY OTHERS SHiM AS Rm'C. (SEE ~JrES) GENERAL INSTALLATION INSTRUCTIONS 1) SHIM AS REQ'D. AT EACH INSTAllATION AN010R WITH LOAD BEARl~,G SHIM. MAX. ALLOWABLE SHIM STACK -:-0 BE 1/4" APPLY A BEAb OF 'IUlKEM U6 ADHESIVE CAUL]( OR APPROVED EQUAL AT THE FASTENE~ cOCATION PRlOR TO INSERTING THE SHIM TO ADHERE THE SHIM TO THE SUBSTRATE ~ND/OR WINDOW FRAME. fULL BEARING BETWEEN THE SH:M, SU8STRATE A.ND WINDOW FRAME ARE REQUiRED. 2) USE SIUCONIZED ACRYUC CAULK BEHINO W1NDOW FlN AT HEAD, SIll. &. lAMBS. 3) USE SIUCONlZED ACRYUC CAULK FOR PERlMCTCR SEAL AROUND EXTERIOR DF WINDOW FRA.'o1E. 4) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS S~OWN TrlIS P'UNT ALSO APPLIES TD THE FLORIDA EXTRUDERS IS00 AND 2000 SEmS SINGLE HUNGS. 5) WINDOW FRAME MATERW.: ALUMINUM ALLOY 6063. ANCHOR INSTALl.ATlON INSTRUCTIONS w!NDC~ ..,E.!G~T :.--'.INDOV -l ! ..IDTH i A "'I' i~ 0 1 ~ I t::-.C 6) ALL INSTALLATION ANCHORS MUST BE MADE Of CORROSION RESISTA.~T II! /M . 'I! n W MATERIALS OR HAVE A CORROSION RESISTANT COATING APPUED SUITABLE FOR ; ~ I l' B1 ," B i THE ENVIRONMENT AND/OR FRA!o1JNG MATEfllAL. WHERE A.~CHORS ARE USED IN i -"-- I PRESSURE,PRESERVATIVE TREATED WOOD, THE WOOD SUPPUER SHALL BE I A~8HCR' ~ CONSULTED FOR RECOMMENDATION OF A.NCHORS COMPATIBLE WITH TrlE SPAC;.NG ~ I I EQUALL Y SPACE PRESSURE.PRESERVATTvE TREATMENT PROCESS USED. '(SEE BELOI"I) I : I ANC,::RS cryP) 7) ALL FlELD SUPPLIED HOLES IN THE FRAME (IF REQUIREO) WTLL BE: -.- i ~ b. a) 3/16" IN DIAMETER FOR #a '11000 SCREWS, AND .....INDO.. Till/I' ~ D) mE SHANK DlAMETER OF 'rrlE NAIL ROUNDED UP~O THE NEXT STANDARD HEIGHT 'M, II DESIGNATION DRILL BIT SIZE. i ; i, I ! II 8) '11000 SCREWS SHAll ~lEET ANSI3IB 61 DIio'IE,NSIOML REQUIREME~TS. ! ' " 9) NAILS SHALL MEET ASTM F 1667, "STA,NDARD SPECIFICATION FOR DR,.lVEN . I ~I J FASTENERS, NAILS, SPIKES, ANO STAPLES." A'~ 'I 6' MAX 10) IF WOOD TENDS TO SPUT, PRE-BORE HOLE AS FOLLOWS (PER NATIONAL '--- ',(rYP) DESIGN SPEOFICATION FOR WOOD CONSTRUCTION REQUIRE^'ENTS); i -:!~ 6' "AX (TyP) 0) #B WOOD SCREWS. l/B" DlA. PleOT HOLE. b) 0.113" DlA. NAILS. #44 DRill. SIZE PILOT HOLE. E I tV A T ION e) OTHER NAIL DlAMETER PILOT HOLES NOT EXCEEDING 7S% OF mE NAIl'S DlA~lETER AS REQUIRED. 1.1) WOOD SCREV'I AND NAIL WlTHOAA'NA~ VALUES USED TO GENERATE FASTENING REQUIREMENTS ARE BASED ON SO~THER.N PINE WITY A SPECIFIC GRAVITY Of 0.55. 12) WOOD SCREWS AND .\AIcS SHAll NOT BE MIXEe> TO FAS1CN mE SA"E ASSEMBLY. - 13) WOOD SCREWS A.ND NAlLS SKAll. NOT BE uSEO TO ."A.5TEN ASSE~,8l Y 1\ TO THE END GRAIN Of WOOO. - GENERAL: 1 GLAZING (TYP) (SEE NOTES> ______ , "'1 I I ?ERIMETER CAULK BY OTHERS I--- FIN TYPE 'I ,\=,l-L2INDO\ol FRAME , " ~r.- SILL I fi ',ARBLE SIlL ~' II STOOL i)1~ Il BY OTHERS I~ ............... NAIL, 7' C C. MAX FOR ~AMBS AND 10' O.C, MAX FSR HEAD ~ SILL A,NeHCR 1 SPACING :--i (SEE BE'_OIl) VIEWED FROM EX:'ER'OR YEAD SLl ~ JA,MB "NCHOR SPACING (TO 70 PSF D.P.) , .,", : Ii "-':" I VOOD S8RE\oI, 24' 0.0. MAX (Tvp.) T'';O BY '.lOOD - BY OTHERS INSTAlL,ATlDN ANCHOR _8 IIOOD SSRE'~ SHOVN _____:.; '111 STUCCO~ /.. '.I: BY OTrlERS r I CAULK BC..E:EN '~INDO\J FIN SHE~THING J ~ SHEATH:NG BY OTHERS _-< ,...",.,,;.'''; "~:"'" /'}.~ 4; I\,\I'~,. r~~ ~'~~~~''<' tt,,' t:li1.,.... '. <<> \, ~EV~ DESCRIPTION I i DATE INI "0; '.... 3 ~~rrTTO 01 31R 'A } i/:' ~ ",-- _DO REQuiREMENT TO l' I /0 . .,j t 1''-4, . .;~ I USE AOHESNt CAULK I "j ..... ,<l.> '; J 'AT SHiM lOCATION.' I '\ '..!S.'\ ,: J~ : C I REV'SED ~O'""E S. " "".',". . f'?_: 'REVISED NOTE? MD ,jIO/03RJA \'<'~~'\'\~' .~,' " ..; '1!/i.~;: ITI."\_E TO REP.ECT NAIL I ',<~~~~~{~./ A,-TER'ATE : '" ~~ ~~ go "z \3w ~~ .:.> ~:J lilt ~~ [SEE SHEET 2 FOR CONTINUATION OF NOTE] FLORIDA EXTRUDERS ]~~~~N~I~1~'rl~~ c[R11~CATI: OF Awn;CRIZA~CN NO. 92J5 SA,'liFORD FLORIDA TITLE: I~STAlLATlCN DETAIL ./*,8 SCREwS CR~AILS SINGLE HUNG FiN 'J:~DC'oI . SERIES :000,1500. & 2000 DRAWN BY: BB [ APPROVED BY: RJA DA'rE,lc/10/03 'SCALE:N T S. ,DWG:F'LEXOOc6 Si-T I OF c f---1'MIN. EMBED,~ENT (..ODD SCRE\oI) SFCTION A-A 1000 S.~Jrlf~ 1 x 2: X 1/6 1000 SH r1 x 2: X 3/8 JAMB <TYO) ~ ruSE "oLLIDN JAMB CTYO) 1\ ~ r'uSC "GlL!DN " lI9 x 1/2 SE:J ~O I~ 1J.9 X 1/2 SELF' "'A,PPING SM$ "-APPING s~s r==4 .JL~ I' HI, ;~ ~ i<: St ~~~~;:, ~i~~6g J/ &. MULLlCN 2 x . x 3/a, I TUBE ~ULL1QN \ I I X, :! :000 5.H. -. : I "'"' ""~ ..--...Jjd I{ ,e; -~ --.i~ ~ \ s~~~~': ~:~\~6g y &. ~ULL!eN ;:JJ \- ItB X )-1/2 SELF" TAPPING $M$ ~a x i-lie SElF i~PP;NC Sio1$ SECTiON A A ( Ll SECTION A A (2' ~oco $.H. \ JAMB (TYP)~, rl:(27/1~X1l8 ~ rUUE "UlL!eN !~ I 1 I 0:!~ I !~)-~, \\ i !'~1 i M ,- -, .;:/1' I i I '// ,: I '//.1 ( A f I A I i 1+ "I I! ------.l: 1 X 2 7 116 X 3/9 lOCO S 11,\ I ___r-' TIJ"9E MlJlL1:N JA'B 'TYP, \ ,----, : !J8. x :/2 SCl.F' ~ ! I ~ ~$ X 1/~ SELF" .,. APPrNG SMS "T APPtNG S,"lS ~ ~ "11 s~~~~~ }l:;;6~~ '-- 1j~ x 1-1/2 SELF' " I-I.ULLlON iAP?t"(G $M$ SECTiON A-A (7) y===l ;,) S~1~~~~ ~~~~a~~ V Co HUlLlQ.~ \ s~~~~~ ~1~~6g .Y \ S. ~VlLlQN \.....- il-8 x 1-1/2 SEL'" A-A (3i"^?PlNG S"S \-.- qB x; 1.1I~ SELF """APPINO $l'1S SECTION SECTIO'\j A-A (4) rr====1l r 1 x 4 x va i j I !/ TUBE MULLl1JN . , , 1000 $1<;,\ i JA~B (TYP~ ,I II !i 1- (~U~E' '~L~;~' 1000 S,~j'~ I I ....AI-(j" nyp) , I IJ9 X ./2 SELF , i r. #6 x . /.:=; SELf I .... I") T A.PPING SM$ 'I" APPiNG Si-1S I ~ ..- ~ ~ i 'III I:~~~ , '10>0 ~ -~ ~l~~ SS;ALAH T 8E.T\o'E~ \./ I <( CD"i ~ ....INDOV rLAN'CiE:S --Y / ~ ~ 0 rU l4S X L-U2 St:lF So ~lJlLICN 49 x l-1!2 SELF I ~lf) ~ j (")"APPING S1-l$ TAP?:NG SMS 13t; iJ ~ _co. SECTION A A (6) i "- I . ~,'<t:f;~ ..'J:" - :"':W'" .~,.....,,~ , .. . :;;. -":-- '. '-- ,": n~'''' . ., ':,>~,,:. .,/,., ~J.( " !ill SELF ;APPING .-/ S....:s cr^1'o) 3 ---.J ~ '{I(WED FROM E)(T(R10R ,N:: . ! n ,IF= r ~ ' =t ---,<;; St1~;~~ }1~~6~~ y Il. ~Ull1DN HORIZONTAL SLIDER MASONRY (FLANGE) TYPICAL MULL INSTALLATION CONeRE"E OR C~ULK BET"EE~ ~OOD lNSTALlAllJN ANC~~R IMPORTANT INFORMATION & GENERAL NOTES t\ MSONRY OPE~ING ~ BJC'o( ~ ~AS'Y FPEN:N0 31 6' oIA TAPPER ~ BY D"'1[~S ~ BY O....HE~S (\lCTE :2) Trese rotes are prOVIded to er,sure proper InstaH~tor1 of ;:lorda Extr\.ceiS "1,lestone ~ ONE BY '<1000 ~ _ .--.1 products and ",cst be follc'Ned ful'y 3UCK BY orHERS~ I ] (~'J'E 6 & 7) <I ~::, I I 1-1/4' MIN GENERAL I~STALLATION ,NSTRUCTlONS CAUlK BETI/EEN EM3nMENT 7) APPlIES 70 ALL NON-STRUCTURAL BUCKS LESS THAN 11/2" mICKNESS. NOT '" INTENDEO TO LIMIT TO NOMINAL ONE BY WOOD BUCK ONLY BUCKS GREATER '. INDOII FLANGE 1) SHl'" AS REQ. D AT EACH lNS~AL,~"ION ANCHOR WITH LOAD BEARlNG SHIM ~AX t:\C THAN I' NOMI~IAL (3/4" THICK) A~D LESS THAN 2" NOMINAL (1 112" THICK) WIll ~ "'ODD B~C~ ~'~ '7 -I -r A,,,OWABLE SH..4 STACK TO BE .,4 L.12,. R.QU1~E ',AlL LENGTH SUFFICIENT TO MEET EM8EDMENT REQUIREMEN'T> OF I : 1/4' S~IM 2) USE SJUCONlZED ACRYLIC CAULK BEHIND WINDOW FLANGE ~T HEAD ~ JAf'65 SIL, ~~-E 6 ! ' "--..... I SPACE "AX l M\.ST BE AlTACHED TO THE SUBSTRATE WITh 'UlKEM 116 ADHES!IIE CAULK OR 8) All INSTAllATION ANCHORS MUST BE MADE OF CORROSION RESISTANT I I_APPROVE::> EQUAL APPUCATlON OF VULKEM 1,6 ADHESlvE CAU"K AT _~E S(ll. MUST MATEfllAc.S OR HAVE A CORROSION RESISTANT COATING APPUED SUITA8LE FOR Ii I I! COMPLY WIT'i SEALANT MANUFACl1JRER'S RECOMMENDATIONS THE ENVIRONMENT ANDIOR FRAMING MATERiAL. WrlERE ANCHORS ARE USED IN Ir )11 ,6- 3) USE SIUCQMlEO ACRYtIC CAULK FOR PC:RlMETER SEA-L AROUND EX1 ERleR Of- PRESSIJRE.PRESERVATrvE TREATED WOOD THE WOOD SUPPUER SHALL BE S7UCCO I' If . III ' ill WiNDOW FLANGE AND "0 SEAL HEADS Of INSTALLA"rON FAS'"tNERS. CONSUL TED FOR RECOMMENDATION OF ANCHORS CO~1PAl1BLE '111m THE BY OTHERS ,rL < 1 \ 4) 'LORIDA EXTRUDERS 1000 SERIES HORIZONTAL SUDER IS SHOWN PRESSURE.PRESERVATIVE TREATMENT PROCESS USED. I fd' ~ "'" : 51 NlNDOW FRA,", MATERIAL AL~M1NUM ALLOY W6J 9) ALL FIEcD S1.;PPUED HOLES IN THE FRA~1E (IF REQUIRED) WILL BE 3/15" IN i PERIME7ER I~ [P' I SHIM AS REQ;)' DlA~1ETER. I CAJL~ ! I I - (SEE 'erES) ~ H ANC~CR JNSTALLATION INS':'RUcnONS 10) WOOD SCREWS ShALL MEET ANSI BI8 6.1 DIMENSIONAL REQUIREMENTS. I BY CTHE~S ! . I (BUCK 11) IF WOOD TENDS TO SPLIT, PRE,BORE HOLES AS FOllOWS #8 WOOD II.H 'HEI:;HTI G~NERAl: SCREW, 1/8" DIA. PILOT HOLE ill #10 WOOD SCREW, 9/54" DIA. PIcOT HOLE C~iN)O'~ h, lD L . & G) NAlL AT1ACHolENT OF NON.STRUCTURAL ONE BY BUCK IS" 'ROM EACh CORNER ~ND (NATIONAL DESIGN SPEClFlCATION FOR WOOD CONSTRUCTION). I-1ElrHD ~ FLA'IG( TY?:. I r S"ONCENTER LiSEAHARD€NED'TNAIL'V.ID'r-JACC97'DW1F'"ERNm13'8'IENGTH .oJ I \ \iI"lDO\J FRA'o1€ L..,. { _ 'GLASS <TYP) ~ \.,F' ~EER .lIS' EM8EDMENT). A HARDENED ~ASONRY MIL' WTT~ A 0 l"d' DlA"~ER AND: h' 3/16" DIA. TAPPER CONCRETE SCREW (WITH NON-STRUCTURAL ONE BY I (SEE ~O"ES) :\:0J"" II ~ . CEI<GTH ,3", EM6ED~lENT) OR EQU:YAcENT WOOD BUCK), : i' -" 11\\ I t\ eN€: BY IIJOO BJCK By CJ'<CRE"E OR , :1 Ii ~I ~OT~(RS d'~OTE: 6 &. 7) \~ t'ACoSONRY C?C"Hi'lG 12) WI-<ERE WINOOW rs [NSTAlLEDIN MASONRYOP€NING '.rVli'rl A. I I Ii I' I - BV _ BY "C~ERS ~ON.STRUCTURAlONEBYWooDBUCK(NOT'E7),USEA3/16"DlA.'APPER II I l \ - CONCRETE SCREW OF SUFfIQENT LTH TO ACHlf2VE :>411'4 EMBEDMEN""" OF 1.1/4" I ,~\ RIG:C V:l>ivL (BUC1( w'!l)~H>1/4' SHtM_. ~ ~~~;~'~;M2~'i INTO~ASONR.YORCONCRITE, PE~I"ET"R [I .fVl ~ GLAZI~G BEADI FLANGE n?E SPACE MAX..'- 1\ r 13) SEE SHEET 2 FOR TAPPER INSTALLATION ANCHOR LOCATION CHART. LETTER f"AULK' I CYP) I '""LNDO'''' FRM"IE S'.HlIwi AS REQ'D : \\ I DESIGNATIONS ON THE lAPPER LOCATION CHARi INDICATE WrlERE :-APPER ,BY J~HE~S ..." tI \ F'lANGE TYPE JAkE ~SEE-.~OTES) -, I ,> I CONCRETE SCREWS ARE TO SE ,MiTAUED WHEN USING THE EXTERIOR I \ 'I L II!ND~" FRA,"E INSTAlLATION ANCHOR ~ ' , ! ELEVATION ASA KEY. ! \: SlLL 3/:6' D:A TAPPER,~~ ~\ I 14) TAPPER (RAWl) CONCRETE SCREW MA'NUFAC11JRED BY POWERS 'ASTENING. , r' eNO'E 1>) ',' 'V : INC. WTLL BE USEO. T~PCON (by ElCO TEXTRON INC.) OR mEN (by SlNPSON ! I, ,~ R!~;D VINYl I: STRONG, TIE) CAN 8< SUBSmUTED WITH THE FOUDWING UMITA-:10NS FOR I I ~ \'.1. ~ GLAZING' BEAij7 !' V' mE HORIZONTAL SUDING WINDOW SIZE OZ4, D24S, D2S AND D26' , ( iillJi7---IIIJIIII, clOSS (TyP) /, 0) INSTALL n'IQ ADDmOi'lAL FASTENERS IN HEAD OVER CHART (SEE NOTES) 'I y I \ REQUIREMEN'T> AT LOCATIONS A AND D, 8AULK BE TIIEEN ~ I -q I \ I ~ I , ,Q IS) ALL REMAlNING FACTORY APPUED INS1 ALLAT!ON FASTENER HOLES ~OT ..IN])O\J F,_A.NGE I I "l i Ii '1 [' USED COR TAPPER CONCRETE SCREW INSTALlATION SHOULD BE FILLED Wli11 #s ~ PRECAST SILL ~ ' 1'\\. WOOD SCREWS Of sumClENT LTH. TO PROVID€ :>11.'1. SlaIN E(~BEDMENT INTO AD:tSj~\K~:u~~ PRECAST SILL J SECTiO,'..} A-A C4ULK Bm/1E~N ____________ i I woooaUCK. OR APPROVED EOL BY CTHE;:S ,.INDOII FLANGE ---- ~ j' #10 WOOD SCREW (WITH STRUCTUIW.1WO BY WOOD BUCK), [ \J \;/ & IIOOD BUC~ >> ,^ ...._ l PE;:IME "ER ,; < 16) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITrl A STRUCT1.JRAl "'I C~ULK STUCCO ~I J ~ TWO BYWOODBUCK,USE#IOWOOOSCREWS(ANSlBiB.61)OFsumOENT A 3 C: D BY ~TH[RS. n'~" BTY _C.'HERS Ij' ~AU' '. ~ BO-. ','EEN LENGTH TO ACHIEVE 1,3/8" MIN. EMBEDMENT INTO THE TWO BY WOOD BUCK. TE - '.~ ~ -, ~. (7)#10WooDSCREWSSHALLBEINSTALlEDATALLFACTORYAPPUED F rt' T -=1- r (IIIND".. II.D, .) '<1000 BUCK & INSTA"LATION FASTENER HOLE LOCA110NS, w'H - 111ff/~ ' ff/p/' ,I!" ~r '''. SEBC_T:B,ml} M8AyS~YT,"CEPR[S~:NG 18) WooOSCREWS SHALL NOT BE USED TO FASTEN ASSEMBLY INT07HEEND I /.// ,." ,j, f>.' . ., GRAIN OF WOOD eSEE SHEET 2 FOR CONTIN~ATIO~ OF NOTES] ~ ,.,'If,~ .\tl~' , G !t ' H' ~~ ,..<,..~.,'~,'.~'~,:;;..:.~~~~~~f."\:::..' )...-_, REVI DESCRIPT!ON1DATE iINI FLORIDA EXTRUDERSI~~~~N~iWE1~'J:~i I!. 8 'I B "Z", J' L". 3 i' CORR[C"ED "po 'OTE IJ Oil s/c3lR : A CERmQA'[ 0; AUCHORIZA"ON NO. 92JS "H'FORD. FLORIDA I ~ w 4 .l< '6 AND CcA'GED I I ~ ~,..."' . , II I ~ ~ q~. 'v' t1?:'?3'.:v~ I cDCA1'ON ON A,~CHORS I TITLE I NST ALL A T ION DET All, WIT APPERS L tt i t J ~~ \;; ''''.~.~.~'~i.:/ .' '~,~} 3. 20 A,~;) 30 i HORZ SLIDING rLANGE '.'INDO" SERIES 1000 E i EVA TI 0 Nb., ---.J ~ ~ o.....,~<"I:'~~; <..""!~.,, C I ~g:gDNA~~~6 'io!f ~ 112/l9/03[RJA DRAWN BY. BE APPROYED BY RJA VIEWED FROM EXTERIOR..':,,..::,.,"' !ONE oY SUCK CAl-C',~ i : DATE: 121 19/03 I SC.4..LE: NTS IDWO: FLEX0020 S"EET , OF 2 ANCHOR INSTALLATION lNSffiUCTlONS [CONn 1000 $11 ......, r 1 '( 2 x ,/8 000 S rl --, r ~ x 2' x 3/8 AMS . -'P) \ ~ TUSC KULl 'ON 0'M3 ('YP) \ ~ -C3C "LLLION ~' r---'I r. _ ,. x 1/2 StL' . i11 -: ~ ,a x 1/2 SCL; I "j Il ;PPING S'S d ~1 :APP1NG SMS 1 1/4' ~IN. EMBE~ Cl , ? I . [ GEr<ERAl (CONT): (0; - ;:)) '-:- "t SEAL.ANT 9ETVEfN \ "'- .J~~JJC"" ;"LANDES ~ liB ~ ~_~/~U1\~e~ ~APPING SloIS ~u~e: 4 ~~L~;~N '\ r I 1000 SH.~ )1 A~M:B c...y?) I =! \e; \ ~ \ """ t stALA!<l'T BC.vEt:~ "'- ...'lNDW F'l ~NG($ \- lJS X 1-1!~ ~~tflJN "tApo:NG SMS SECTION A-A (2) SECTION A-A ( 1 : ~l. x 2: 7/16 ;.( 1!8 ,-1 X 1? 7/1& X 3/8 T0BE: ~ULLICN I)CC $11 +ru.aE ~1.Jl..LlON DOC $,H.~ _ . \ oAKB (TVP) 1\ T'I JAMB ("PI " !~ =1 · r::. '8 X 1/2 SEL; ~Ii : ~ 1APPlNG SMS 3'-CC:~NES:YJ_~~~~-" DETAIL C \ r CCNCRE:7E: CR r,ASONRY Cl \ /. BY DTI<ERS \ Cl, --~ ? : -- II I I I ~lNS-ALLAil~N ANCHGR 3/lG~ D;A. : ; I ~ I : APeQN seRC", ANC~OR <iYP) I : I f~;{:~;'f~~l~Zl~ I ~,LJ iYP1CAL M:.JWON TO CONCRf:[E ~ HEAD ! 'ULCJC'..../ !i~I!(APPLiES TO HEAD .l< SiLL WHERE l' X 4 i ~& 2" X 4" TUSE MU~:"'IO!',S ARE LJSEO) I 1 I I DETAIL B ..... r::::- ~~ x ;/2 SeLF -! CPPrNG S"S 118 X 1./2 SELF TAPPING SMS '~~ y==l ~' f I:; \ <<a: x ~-U2 StLF~ Ti'-I?prNG SMS ~ _.~ ~ ~ SCAL.ANT BtTV'i:~~ VlNDC.... rLANGE:"S &. MULl.1CN ~a ;( 1-l/2 sn..r i APPING S~S .SECION A-A (3J l x 4 X ;/8 T\/BE MULLlON \ ,-, SEAlANT BErVE(N "L- \oI!NDCV r':,.ANGt'S e. I'Ul....EJN \.- ~9 x 1-l!2 SEU" i "'-PPING SMS SECTION A A (4) ~' x . X 31' I TUBE /'IULLION '~ ~ I , I' II [;00 S H......., i; : I ....AMB (TY?) \ 'I : \ I II ~' '!r= if F1l .-Ita x 1/2 StLf 'WPING SMS r n Sf;p-i,.AN1 I1-C TY't!N ....INDC'J ::-t.ANGEi .. ~l)lLIC:N SECTION A-A (7) l2Ubll.....L. . '\.. ~ , yAI'11BCO~i;?~) l ~ I. y==l ,r:: ,1 liS X l!~ S€:L.F" ';,p?ING S'S 1r fc: l ::II l (0; OJI ~ '"\., S(AlANT BC\rEEN 'L. 1J1NllO'w FLANGES &. KULLIDN 11'8 X \-11'2 SELF T APP rNG SM~ SECTiON A A (5) \ "f St:AI.ANT 3ETVEEN '-L w:NZlO'J r:"ANGES &. MULl.leN '- ~8 x [-1/2: SE,-F "APPING s~s SECTIO,\j A-A i6) l:CO $.,. -----. r~ x 2 x :/9 tCOO SH.\ ....AHB OY?.) \ L'I"t.:BE MULLION ....AM! <TYP.) \ , ~ r. liB x 1/2 S(:!..f T AP?!NG SMS r J , 2 x 3/a ~ Tl'BE: MULLION ~ .a x 1/2 SELF 1 APPING SMS Ii ; 1 l./B~ i"11."4. EMB(DME~T jr- ~: 'j II ,I 1; --.JT '11 HORIZONTAL SLIDER -"~ , ~} \\~...~ SO.,__ANT 3(TVt:;N '- ..INDO.... ,~Af.lE: L ~Ull.lO/Ii tf8 X [-1/2 SELr TAPPlNG SMS SEC-ION A-A (1) dl x 2 7!16 x ~!8 ,QOO Sri -" Ti.)BE I'1lJlLl'JN ,... ("P)~ II G 1000 s.H.! I ....'A~J (iY?.) \ l~ II II !, " ~ "9 x l/2 SEU" _ ~eplNG S"S 2 x 4 X 3; e "'"""\ TCBC KUlllON ~ i \" I SOLA NT 3(T",(ZN "-----'- VINDO\( FRA/'lt ~l4e x 1_I/a\;(~~!U"" ~ APP [....G SMS SECT,ON A A (2) FRAME (FIN) SHEAT,ING -. z ~ ~ T~" !Y '~OOD CAULK BETwEEN BY O"HERS iE!f\; tC BY 0 HERS 'Io/INDOl,./ rIN &c ~5Q SHEATi1ING ~ 1'1.1 ~g~ ~t'~6~tLi~~~N,. ~;~,3~ --h--{'" II ! \~/II^ STUCCO OR I '11l71 I SlD:NG BY -----.--_J ,I 1/4' ,~AX O"HERS r I I J SHIM SPA8E ?ERl~E.ER -~ I~\~: CAULK..../' II I 1!\ BY O.HERS il I~ I 0 \ ''''~ "''' trrl \ ~~~ .~~Ti~?'D (SEE NOTES> ~ !I f--J I FiN TY~E . - ~~~5~~ CRAME I lOCO Si1........ /1 X 2 7!16 x 3/9 ;";'1'a <TyQ) \, ~ TUSE MlJLLlON o ~: i *13 x ./2 SelF 1 n r !fax 1I2 SELf T APP[NG SM'$ T APP:.\fG SMS ~ y==:~ ie' I'; \ , . DC "D~ -.J' 1/4' '1AX -.., .. <. H -. 'i SHIM SP~CE CAULK BETIIEEN TIIO BY IIOOD ~ I r "[NDC'~ FI~ BY O~Hns ! & SHEA7H:NG 1;i~ ~,m' ~j ~ I!X I WI/IT \ ".~l.,. Ii If, [MB(CMENT I:. ("'~CRE\oi) {, ,r-jii// :;lAZlNG nYP) J /:ER'~E-ER I /1 I / (SEE ~O-ES) 'CAUU(..J I ! SIiE~ '-hl'iG I BY OTHERS J I U C:~H(RS FIN TYPE V,NDO.. / STUCCJ JR i FRAME "AMB ~ S;D;~G BY L i,S- ALLA nON ANCHCR J,"ERS ~8 IIOCD SCREII SHO\JN ~ ~i- "~~DO\'! a~:3 [5::i~ 20. . - 4::r1tj r I ~, \JIJ-H --I ;;;7 ':\ ~ \ "'" SE:.4LANT :Be: r .....::EN "--- '..'INDOV- FRAME" \-;le x \.l/a "S~~LlDN iAPPING SMS SECTION A-A (3) \ " ---SEALA.NT iET\,I(EN If.9 X 1-~/2 st:,"r~ ~ VH\lDC'w' r~ANGES rAPPING SMS .. roUU.JCN \ ~L.SE:ALANT SE;T\o(t;"(N \ "-----. '.ItNDC\o' FRAME L ~ULl..;:ON '-- #8 X 1-112 SELF ,- AP'P[NG s!-<s SECTION A-A (4) SECTION A-A (7) ~"\-~\ A~ r ~:'fr= .~- I W jf "II t ..INDO''; !I f 7' /. :~ E)0A~LY HEII~HTl '~' ' , ' SPACE ! ~ ~NCH:RS ,II' (TYP) L[; III B j ~ --..L.J. ..-1 ANCH::JR A ~ ,! 6' ~AX~ SPACING II (TYP) (SEE BE'.Cw) 6' MAX (TYP )-_J_ ELEVATION ,lEWD FROM EX"ER'OR HEAD S1I' ~ ~A.MB A.NCHlJR SPAC'~G rlX4X3/9 r---- h 'I" L'Bt: ,"ll)L L.. [ON :~I : I , I r L X 4 X lie r;::::n/ I rUBE ,1UlueN II I :1 I I I tC'OC S.H. ,I II t~CO s,}{ -"1 I .A"B (HP) '~ i I JAeB C'P.l , r..-- ,a x 1/2 SEL; = '" "APP!NG SMS r I ' r all dJl ,I 'r.,g X 1/2 SELF T "PPING SMS II ,S SELf' 'APPiNG / \,-{ SMS (TVP) \.... llU.W..J! ~ VIEWED FROM EX"ERIOR . -'" w _'" o.:r--..~~ 1~.NP")li) I~;~~ "'~"- ...;(D....; a; ~ 00 tH~ o .!! 3: {)w: ~...:..., .... <'. '.~ .~. . . , ". . ~' ,. c . . ,.;..,.;..... . , I I : I I' ilsl r~' i !L ~~ FI'J TYPE rl~-iJr:/;1~:O.. FRA,ME I [~! L~'ARBLE SILo i ~'1 S'OOL BY I ::R~~;~~~~I :f'- ~ C"HE:1/4, SH;M I _ I L.J ' r--- ________ ----...L: PAC E M ~ X I'~ST4llATlON A~CHDR III~I' \ ! #B '.lOOD seRE.. SHO\JN =t-- ,1111 'L SHiM AS "~EQ r s.ueCJ JR """'~~~ ~ (SEE NO _S) SIDiNG BY-I ~!I!lil' OTHEQS 'I ~ I .," ", ...~ ~ ~~ J, !;.wt.~~" CAI..iLK BETw[C~ I .[55 1 ...,... ...~-$,.!".' ., " j,~ &\J1~~~~Hi~ i~E;;~i~~ --' ~;~T': BY '~OGD io:~ tft;:1'~"'\'C ~_. w ~ '" ! \.<...., { " .-,.........-...........l, ~ BY GTHERS ~ d I;' r,,:' v ~v;'1z. .!t~ jO.l SECT',""I" A-A ~:J ", ~', fI't ".r." ,,<;i.' v I ~ ~ w '~~'l', ~:i)'1""\~ . {,.. .- ~ ~ \.C:t~~::'~~;~,~t~:.,,' 1; -.---1t; \ ';;;7 \ ..."l....stAl...ANT IlET'J'l:EN "-- '" lNDCIJ t'" RA/-'Ir '" )~ULLlaN \fax 1-~!2 S'ELF TAPPING $M$ SECTION A A (5) ~~ ~ \ "-. J SEALANT BET'-':::EN ~ "-----.....- '.IINDOV FRAME " ~lJLlWN tl8 x t-:/2 SELF' : A,PP!N[j $MS SECTION A-A (61 '"' ~ DO'" -iEIGHT IIOOD SCRE'~. c4' C C ~AX - TJ 70 ?SF :? SECTiON 8-8 N~:L' 7' C,C ,"AX. . 46 PSF "J 70 PS" 1: P NAILl 10' i: C ~AX, - T:J 45 ?Sc- D P IMPORTANT INFORMATION & GENERAL NOTES Trese rates ace pro'l'ded to ensure proper installation of F!orida Extruders Milestone products and mU5t be followed fully. GENERAL INSTALlATION INSTRUCTIONS 1) SHIM AS REQ'D. AT EACH INSTALt.A.TION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SH1M STACK TO BE 1/4'. APPLY A BEAD OF VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL AT THE FASTENER LOCATION PRIOR TO INSERTING THE SHIM TO ADHERE THE SHIM TO THE SUBSTAATE A,NDIOR \VINDOW FRAME. FULL BEARING BETWEEN THE SHIM, SUBSTRATE AND WINDOW FRAME ARE REQ0lRED. 2) USE srLICONlZEO ACRYLIC CAULK BEHIND WINDOW fIN AT HEAD, SILL 8< JA~1BS. 3) USE SILICONIZED ACRYLIC CAULK FOR PERHliETER SEAL AROUND EXTERIOR OF WINOOW FRAME. 4) W]~DOW FRAME MATERIAL: ALUMINUM ALLOY 5053. r 1000 P IJ IDESIGNtR I SILL (rYQ) i ,- lOCO ?,'W.lDES~GNe:R ( SILL OW,) [SEE SHEET 2 FOR CO"ffiNUATION OF NOTES) REVI DESCRIPT;ON I DATE I 11-:1 13 i~~S~~Q~~~~~N;~O I1D/1/~3! RJA IUSE AQHESNt CAULK I I IAT ShlJ,A '..OCAiION I ! c !:~;~~g ~g~ ~. A.\~O il~2/iG/03i R"';A ,~nE TO REf~ECT 'AIL! : i ALTERNATE I : FLORIDA EXTRUDERS 111~~N~I~1~\1~i: CER11f'CATI: OF AWTHORIZA-"ON NO. 92J5 SA..1IiFORD FLORIDA TITLE: INSTALLATION DETAIL \1/#8 SCRE\lS OR NAILS HoRZ SLrD1NG rlN \lI~Dn\l - SERIES lCOO DRAWN BY BE I APPROVED BY: RJA DATE. 12/: 01031 SCALE' N. T S ;)WGc FLEXD028 SHEET I OF 2 DETAIL C \ Al!Xll JARY PlATE! APPUES TO HEAD de SILL WHERE 1 ~ X 4" r iafJO P w IDE SIGNER r ~ooo ? 11 IU(SIGNER " .--- - - - I &: 2" X 4- ~ T\..tSf MUlLIONS ARE. l'SED i ':;';~;'~'J!" IL ':;':;';'~'Ji' i '~~~rr~ CON' '! ill rSHEAT~WG Ji"'fl"11 r' X 2 X :/' A' I~ "II " 2 X 3/S I . ,0 0 11 1 JL /[" ,y 'uSE "'JlLlON ~ r :u3[ .'WLLleN I ,~ ) Hll..JC,. - - I --JIll I Ii' ~ INSfAU..A'"JON ANCfo<O~ 48 "'::100 I) 'I ""AN1 ""'(("'.. I I, = ... 'i I ~" 1111'/ 'OPE' ('Te) \.-Ftl2' ~:~eE~,(,.C^NGts .~ '---Jot T i~. 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ES ~~PtNG SMS TAPPING S/<1$ I ,'~~'_ , ~~2DS(~.t?) ~P~Ds<~.yP) I "(VI' '<t")'-~ ,DRAWN' BY MSH i APPROVE:J) BY; 'wAB SEellON A-A (5) SECTION A-A 16) : '.:::" I DATE: 12/ 1 /03 I SCALE: NT S ; owe; 1 HMF; N 'Noyne A. 81o...:k, P.E. 548 8 Hwy 27 Cjermont. FL .3471 1 FL License No. 52583 SECTION A-A SEE OTHE~ SIDE (ShEET 2 OF 2) FCR i DESIGN PRESSURE CAPACITIES iDRAlt)l BY. ,-ISH I APPROVED BY: \lAB IDA1'E:12/1/D3 IS~ALE:NTS iDwo: IVMHMFLG ;)) ~L~ ,"'''''''.'~ , I, 3/[6' D,A. TA;PCCN I : I i seR(" ANCHCR CTl'?) I 'J 1 L:rcc Cl~ I I l 1I4~ KIN. ".J ',E~9EnME)t.jT ~ PREC.AST sr'2! BY iJ7r<::;t AUX1! lARY ?t.A TE (FOR A:JD1"10NAL ANCl-<ORS, '''''-'is..... RE4lU1Rt:D> 1~-lt9 1 ! 'ULlle. 8 ~ ;:: FLORIDA EXTRUDERSI~~~'1~~W'~~ SANFORD FLORIDA 'TITLE: SER 1000/1500 FLANGE SHEET 1 or 2 IER::C~L NULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN PRESSURE CAP~CITI>S DRAWN BY: MSH I APPROVED BY: \I AS DATS.12/1/03 [SCALE: NTS 'D'il'G.: 1 VMFLG "'J~ ~Y 'J~UOD DETAil. C SUC< BY OTHERS ---- ~ ~ .L---- .. . -z;;- .. ,- , , I') I' \ ~S"....SA"'HING Ii, I~ INST,1lLAT:CN ANC!-<OR l*$ \"I1JOD I : i seRE\'! crYl'>) , / ~ EXitR~iAl '"ULUCN ~...1_ "- INSU,-L4,'flCN CL:P ~Ul~!C~ ,,- APPLIES 1'0 KEAD & SILL I'fH€J?E 1" X 4" .l< 2' X 4" T'J8E MULLIONS ARE USED I APPLJ'::5 TO HEAD & SILL Wt-i(RE I" X 2" I &," X ;2 7/ 'I e" TUBE MUldONS ARE: US:ED r INSTALLATION ANCl-<O~ I DETAIL 8 lhi II I ,a 'ODD se",," I II~II ;:~~ I -18~. ~H~i';M~;:; I $l-lE:AThIN'G ---r ""OOlIF"~rl<(!i AUXILIARY PlATE (fOR ADDjTlQNAl ANC"'ORS, "'HEN REQU;RE:D) !0l 1 ~i "",""J[:J 1 FLORIDA EXTRUDERS ~~N}rv.~W'rl~~ SANFORD FLORIDA rTITLE.SER 1.000/1500 FIN SHEET 1 OF 2 'I JERT:CAl MULLION SECTIO~S SEE OTHER SIDE (SHEET 2 OF 2) FOR I DESIGN P?ESSURE C~PACITIES IDRAWN BY: 'ISH I APPROVED BY. oIt'S IDuE: 12/1/03 I BCALE: NT S 'O'il'G., 1 VHF I N ;;>7 0//1 I : - ! "l+-- I l... 1 11" KIN. E:}\I1ED~E:NT (7) ! ~~, "0 ~ VI~WED mOM EXTERIOR J I FLORIDA EXTRUDERSI~1~~N~W'rl~~ SANFORD FLORID.~ TITLE'SER. : 0001 I 500 FLANGE SHEET 1 OF 2 ~OR1ZONTA~ MULLION SECTIJNS SEE OTHER SiDE (SHEET 2 OF 2) FOR DESIGN PRESSGRE CAPACITIES DRAWN BY: MSH I APPROVED 8Y, '.lAB DA1'E:12/1/03 IBCALE:NTS lD...e;.: IHMrLG w (.) I- o Z W '" ~ I- o o LL W 0:: <:( :=) CY (/)1 I w 2: 1.J....<l:0:: '00::0 W I.J....I.J.... f-W f- <l:02:Z 2:-0::) x~o::o O::)I.J....(.) o::ozO o..."",w~ D.. "" ~ ' <l:O<l:c- WO::I-O O::l.J....wZ <l:ZO::O oW<l:O W~(/)O I-~ZZ gwQ<l: OO::(/)W <l:Z2: ~(/)W<l:Z ~z~EEo ~QOoi= 0(/)0::1-5 oEfjO~::::i 1.J...."",1'2(.)D.. w:::;wOD.. O::Ol-ffi<l: ~-J~ ...J 0....J .O::<i! (/)~U)o~ O::....J"- -lW....JO -J>:;!:ZO:: <l:0><l:0 W z~ 00 I _ C'II I-.U) :s: ~ t.::lZw <l:<OlD U)~Qo Oo::~_ . 01-0 .,.... ffiz<l:(.) w~iRii W<l:~t.::l II'*!:. 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TAPCCN I I seRE"" ~NC"'C:!l: n'1'?'; ---1 '7\~ I rSiCC:L~ I 'I 1/4' ~1N. 'Q ''C E:MBtL'1'ENi ~?i<.ECASr Sl-:l ilr :JTH~ I ,~wXI' IARY ~ I C'" ".'1"; I" ],~'UJRtD' I II 1 ill;e 8 1 II'ULe ION ./ II. II I ~-J} I Ii FLORIDA EXTRUDERS 111~~N~~~'J:~i SA..'lFORD FLORIDA :TI'l'LE'S~R 1000/,500 FLANGE SHEET 1 OF 2 VE~~ICAL MULLiON INTO HORIZONTAL II {(f II ~l {(f : I A I i A i, , A.i-.J. .a SEC. TAPPING -./' \,-< SMS (TY? > "- ~ ~ VIEWED fROM EXTERIOR ~ ~~ ....Z;..* ...... ["f 1D..;-..o;tN ;,.,' ~: i: r') ~ ~,,:~c ::,:: I~~~i ",.f <(cn-t~ ~~ E 9 ~ ~~ :: 0~ I! TYPICAL MULLION D CONCqCE \) oAM8 I DETAI' 8 (APPLIES TO JAMB WHERE " X ." T' - " 2' X 4" TUSE MUlliONS ARE US[O) 'J !\ i iW'~6~~t~s::R ~ASCNPY ~ i \ h I '\ II _INSiALL.A1'ICIlt ANCHCl:t 3/1.G~ DIA. I rAPtON SCRtv ANCt<O~ C'I'P'J " ... \ I] ~ EX.(RNAl "IUlL10N "'" BY '"OOD______ I r- INST~'-l"no' CUP BlJC'< BY O":"kERS : I : 'J I ) . I I ~"'UU!CN I r1*8 x 3/4 SElf r ~8 x 3/4 SELF / T >\PP1NG SMS / i AP~INO SMS c0f III '" II I X 2 X 1, 6 !FlIr ""II i X 2 X 3/8 l V TLiR€ f.!UU1CN '~~ T\..iBE ~UlUQN / r..-- ~ JI1 SeAl. ANT If( n.('€.(.... i ! f- L.... I :l~eE~!C'NLANGES, L- \ J I II i SE:AlANT !I(NEOJ ~ ~a x 3/4 SELF ~8 X 3/4 Self :'l~et~!~LANGf.S '--woo SH. "APP!NG Sl'1S "-LOOO Sri. "APP!7I(u SM$ ~lCOO ?fI/DES!GNER HtAD (TYP) HEAD crY?) SIL... <TYP > SEAcANT '['....EEN ("" (i) SECTION A-A (2) \t~BE~,t.t^Nm SE~, 'ON A-A . . i'a X 3,4 SELF 1000 F> VI IDE-SIGNER r-- lOCO P'" I~€SIGNLR T APP!NG $M$ ~ I SlLI (TYPO) I SILL (TY?) (2 X 4 X ,,/9 I :-- ~8 l( 3/4 SELr , r ~8 X. 3/4 SELF ' III ~ 1/ IJ 1"iJiJ( ~ULUDN l~ ',^:PI:NG S(" ;o~t2 "~2~1C~ 1/6 lmet;;' T::?'G SiMS T'U:E 2M0:~fo: 3/B '\l., I 1 \\~II L-u II II ,~II .IIL~ ~1~~2~D~-~~~~E" , I .. StAlANT 8E"'\((EN L I I . V:NDOV rLAf'{G(S I , ---=-r I I ,"Wl LTC. : ' j I II ~'a X 3/' SEL, ~.e X 3,4 SELF' ~ '- lOCO S H. ~ APPIN(j S1-lS '----- wee S.H. T APPIN(i SM$ tl:S :( 3/4 SEU' KE^D (lYP) A-A ('l HC^D (1YP.) (4) 1000 S.H. T~e~~~;~~N A-A S(ALANT S(,TVE,N Sl='"CTION ~=._ SECTION A-A _ _ HEAD <iY?> \ 1IlI'<DC'Y rlANGES &. ~Ull1CN ;-1000 P 'N/l)ESIGNER SCAL,ANi B(T',,/((N r lOCO P,W'/'JES1GNER SIl.L (TYP) .....lNDOV "l.ANGE::S _ i SILL OyQ) \ ~ i"a x 3~ 4 SELF & ~Ul<.!C)\/ 1 /#$ X 3/4 Sf:LF TAPPI G $MS I 'tAPf'!NG SM$ I x 4 X 3/B I · r 1 x 4 x i/9 ( \!t:: i "<<UI. ~ 7 ." I "'K ~ci .. ~L- "'-.. .,,, '<c, i. I I~,.. ," "" I" , : APP!NG SM$ ,----" APPING SMS 1000 S H. 1000 $.H. HEAD (iy?) HEAD Ci'f~) SECTION A A (5) SECTION A-A (6) uf z o j:: ::;) ..J o tJ) Z <.:J ~ C c:( o li o ii o o z IJ) o w - ?- m S :> U1 o <t o - ~ o ...J IJ.. ..J <t ~ I- Z W Z tl 0 o IJ) ('\j L!) ('\j ..-1 C/) Z o C/) > W 0::: w ~ <( Z Z <( ....J a.. (f) -.J - ~ LLJ o SHEET NO. 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W ~ o :c (/) ::) M o o N @ WINDOW INSTALLATION INSTRUCTIONS (MILESTONE) 1\ CONCRETE OR LID ~--~ MASONRY OPENING 2X4, 2X6, DR 2X8 \"'/OOD ---{ /1 ~ ~ BY OTHERS BY OTHERS (NOTE 6) I <"I INSTALLA nm~ ANCHOR, \' / ,j II #8 \.;OOD SCRE\,./ <TYP) l (NOTE 23) \ I (ANCHORS SHOVN IN SA~1E I ,1 PLANE FOR CLARITY ONL Y HOOK STRIP ANCHOR HOLES 11 SPACED 2' APART ON L 1 1/8' HIN~ OPPOSITE FLANGES) ---r ~ Ef-<,BEDMENT "", / (TYP) <J ~ SLIDING GLASS DOOR -" .: zJ LJ I "- HOOK STRIP " m <J" f:1 <(J,/) 17) "".. 'I) \\ ' .L .(~, ','-' .,,:::;" , ".,->,'- '<--,. 314' MAX, 0~L '" "'<:::"'-r TEMPERED G~ASS W I CTYP) D STUCCO ~ BY OTHERS ~I SLIDING GLASS DOOR ~ INTERLOCK HOOK STRIP DET AIL IMPORTANT INFORMATION & GENERAL NOTES MASONRY INSTALLATION CAULK BETwEU~ INST ALLA nON ANCHOR INST ALLA TIDI'-J ANCHOR --1 ---114' MAX SHIM SPACE wOOD BUCk 8. 3/16" DlA. TAPPER #8 \"/ooD SCREw <TYP, \.JHERE I 1 1/4' MIN. MAS'Y, OPENING (NOTE 17) TAPPERS ARE NOT 7 I I---~EMBEDMENT BY OTHERS CONCRETE DR ONE BY \.,fOOD REQ'D, - NOTE 22) . 6.A- ONE BYI,o/OOD MASONRY DPENIi'JG BUCK BY OTHERS ~ BUCK BY OTHERS 8. 12) ~ / (NOTE 11 &: 1~, B \ DOOR FLANGE _ \ SHIM AS ,6 ../ 8. wOOD BUCK REQ'D ill ~ PE (SEF ~ SLIDING GLASS,. \ :":AULK. BFT\ fEEN , RIt"lETE,R I NOT-;:'S), / I DOD"'" '- - 'I Crt R FRAME \ <:J I W'OOD BuCk 8. AULI<~BY v - 11/4" f"1IN. JAMB ~ OTHER,S.",. ~ f---...- "".; , ~"l:;:=- EMBEDt>ME. NT 1/4' MAX, ' i MAS'Y, OPENING v I vHI" SPACr b I BY OTHERS I ~,"I t.. i-SHIM ,!'\S REQ(D. 1 ~ IJ I -r l' (SEE ~.IOTES) ~4 _ i---------r--- ___. f S ?' :::::::::::::> ~~Ug~8ERS I r ! ~ ,J r[l\~\"~ INSTALLATION ANCHOR l JU 3/16' DIA. TAPPER (~mTE ~~!~T ~1IIo i.liPf I 1111 iii ~~ _ TEMPERED GLASS, \1 -q ___________-CAULK BET\'/'EEN ~ I! )1 CTYP.> ~ DCOR FLANGE INSTALLATION ANCHOR ' 8. wOOD BUCK #8 SCRE\.! 'wOOD (TYP, I PERIMETER ......~' ~ wHERE TAPPERS ARE I ______ ~~ NOT REQ'D, _ NOTE 22) SLIDING GLASS CAULK BY ,'\ CONCRETE OR L DOOR FRAHE 0 THERS ,._ \_ MASONRY OPENING HEAD ' "l ............-- S.G,D, wIDTH _ BY OTHERS STUCCO BY OTHERS SECTION A-A i"" & CAULKING AT FASTENER HOLES REQUIRED <SEE NOTE 2). ~ SLIDING GLASS DOOR FRAME SILL \ f 1 u '--' & 1/4' MAX ~ SHIM SPACE 1 ~ t Q .-! i If b INS~ALLATIDN :NCHOR\.6 #8 \.IOOD SCREV \.I/PLASTIC ANCHOR (TYP, IJHERE ~ TAPPERS ARE NOT REQ'D ~ SEE NOTE 22> -1 LIBERAlL Y APPl Y CAULKING UNDER SILL OR SET SILL IN BED or CONCRETE (SEE NOTE 2), SHIM AS REQUIRED (.~EE NOTE 1). \L \ L SHEATHING - BY OTHERS SHIM AS RE'Q'D (SEE NOTES) CAULK BET\.jEEN DOOR FLANGE 8. SHEATHING ~N J 1/1\ I STUCCO J OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS l ,~~ ',1 & CAULKING AT FASTENER HOLES REQUIRED (SEE NOTE 2), SLIDING GLASS DOOR FRAME SILL \ \ \ \ & 1/4' MAX] SHIt-1 SPACE ~1 F- t 4 t> .to b. 4 '" '- TEMPERED I GLASS (TYP) 1 DOOR HEIGHT CAULKING & REQUIRED ~ (SEE NOTE 7 nit'- I I c> i Ir- 1/2'.4 . t 41 I l ~ IJ , .4 ~ t,. i EMBEDMENTJ 1-1/4' MIN. "" ,IJ.') '.<J r-... Ii~ O. \1)0 ::)z Cl::w 0\1) ~Q ,() -'::3 ~w ""a.. ~~ INSTALLATION ANCHOR 3/16K DIA TAPPER (~ioTE 1n CONCRETE OR MASONRY OPENING BY OTHERS I ~ ;:: INSTALLATION ANCHOR #8 'w'OOD SCREW' (NOTE 21) ~ TEMPERED GLASS <TYP) DOOR HEIGHT r---- CAULKING & REQUIRED ------, (SEE NOTE 7 7'~ I I Il'~~_ t EMBEDMENT b. I 1-1/4# MIN, ~! .1 L> t ~ SECTID~1 A-A SECTION B-B CAULK BET'''/EEN HOOK STRIP ~ 'I'iODD BUCK w () I-- o Z w '" ~ o f2 w 0::: <t: :::> o (f) l1..i 2 1.J....<t:cr: '00::0 w I.J....I.J.... ~W"",f- O""Z 2:-0:J X~O::O O:Jl.J....u O::Oz(.) D.."""W<l: D..",,~ <l:O<l:b wO::f-z 0::1.J....l1..i <t:zcr:O OW<l:O l1..i~(/)0 f-;:::ZZ gwQ<l: OO::(/)W <l:Z2 ~(/)W<l:Z t::IZ~Eto ;::QOOi= 0(/)0::1-<3 OtJQ~:J LL"",o::(.)D.. w:::;l1..iOD.. o::of-....J<l: <l:....J~CO....J :::l....J cr:....J o <l: (/)' 0 ~<( (/)O::-l........ ....JW-lO ....J>~zO:: <l:0:><l:0 !!~~'=ICl0 ~'3 ~ ~ <x: m ~~~~ . en ~ 0 (I) C'a D.. e" Q)C@Z - '0.0 IT: :3 ca.- ~::J -.J ... en 0:: co ~ ~Q)w 0:: ..., "C (.) f- E 2: 't ~- ~ ~ ... ,/ (/) W o (.) o..~~ 058 B:~ f-+ X=7" 0; w 1'-0 0 I.J.... t::I N (1') <:t z(1') ('1)0 rr~~ ~o:~~ I ~ 0 -60 II.... r-. (/).~ coco (..f-J D.. co co 11')0 r-:.r-:- <:to... 00 , ff>> T,y I- 0) <l: <:t <:t w e" (,) I Z 00 I-.(/) ~ ~ ~ t::I Z ,,' <l: tD \""I ..:- zO~ O::('lI(j) '" ~Oi=g 0t"'1~ Z O::w Z <l: (.) U' CD...l 0 W<l:U w~LnU;; Zf-G:CJ :z::r.:~. j:: _(/)-Z I-I-..Jl.IJ :J t.::Ia:~B 0::1.J....u.Q. ..J ZWD....J 00'.0 WO(/)SU)I.J....Z~f5 CI) WZU)COZOO ~C I:::lzwQ::Ji=ZO:: Z f- 0 :5 I U) .... 0:: :='::J c" I.J....Z ' -.....0:>- - O....D..r->WD..O.... CI) ..... IWU) 0::' UJ tnw~!::O::O....Jr.n: C w?50::3:0('l)Z~...:t.Ll ..., COW:J <l:::J....ct..... W....JI-~OOI-....:x: 0 ~~~~~~~~~ ~ ~~tn8~u;tnDO rt 0) o (1') N o Z co Q ....: C9 ~ f- b(/)!::::i E -.tcr:0:: o XWO tI1 <l:WI tI1 I.J....ZI- g(1')iJ)i3~ COONZ L- ~~c::Jw~ ,g S (1') ~::;! w B ""....J".....f- () OL-I.J....MO::<l:..-IO CO:J(.) . ror-:-f--<D U)~OU!:!::rl Q. <:t ::) f- ~ LJ rl 0 0:: 0:: ' f- I1')Q.II-WO<l: 0) <( D.. (/) U Z 0 <:t o o N .-;" M These notes are provided to ensure proper installation of Florida Extruders Milestone products and must be followed fully. GENERAL INSTALLATION INSTRUCTIONS A1 & I #!~ BIB I I A ....j EXTERIOR ELEVATION 2 PANEL DOOR SHO~N (SEE NOTES 8) 9 8x 10) 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 [NTO WET CONCRETE. 2) USE 5IUCONIZED ACRYUC CAULK BEHIND DOOR FLANGE AT HEAD & JAMBS. LIBERALLY APPLY SILICONIZED ACRYUC CAULKING UNDER SILL OR SET SILL IN BED OF WET CONCRETE. CAULK BETYvEEN BACK CORNER OF SILL RISER AND CONCRETE. CAULK ALL FASTENER HOLES PRiOR TO INSTALLING FASTENER AND AROUND HEAD AFTER INSTALLATION. 3) USE SILlCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERlOR OF DOOR AND BETWEEN HOOK STRIP & BUCK FOR POCKET DOORS. 4) JAMB AND SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER, 5) DOOR FRAME MATERIAL: ALUMINUM AllOY 6063. 6) TiNO BY WOOD BUCK AND/OR FRAMING AT THE HOOKSTRIP TO BE SECURELY FASTENED TO TRANSFER THE LOAD TO THE MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE PER FBCI SECTION 1707.4.4.2 AND THE ENGINEER OF RECORD'S DHAJLS. 7) FLORIDA EXTRUDERS 1000 SERIES SUDLNG GLASS DOOR 15 SHOWN. THIS PRINT ALSO APPLlES TO THE FLORIDA EXTRUDERS 500 AND 2000 SERIES SLIDING GLASS DOORS. 8) WHERE "X" REPRESENTS MOVING PANEL AND "0" REPRESENTS FIXED PANEL, APPROVED CONFIGURATIONS ARE AS LISTED ON THE ANCHOR INSTALLATION CHART. i # & ~",-""..;.},;~~.:~;..,,:~ ii;. . "c;/~~ ~t ~jl~>7.;,',' ,,"':' ..,- ~ ~,..t, 1> 'V~.l'f&(l '(, '- .;' 'i:,',j..'~,.,'.dt.,:.~ ','. ',"'() \; '/ _/' f":: OO'el~;r.-4- ~ l; 1(;"" ., ''4i' "( 'I ~~ ~:~~ ~~ ft % j '~ il: <.,~ _~' ~ I ::-"~, -~""""";""{~Z"hd "rO':( I '*:t,. '" "j' ,; ,'u, 'J , 1:., ~w."""'.'~'~ 7. 44 ~ ' /' -:~. :: 1'1 ~ ~ .V'~ \"'.' ;y~ ~~~. ;~~~r~ }~~': v..~ ''Y'''-< '+~..\< i~~./ ': ,t~;~~ ,", ",,/ ~:~.;~,/,::... ..::..~('(.;:"...", [SEE SHEET 2 fOR CONTINUATION OF NOTES] 0 0 Z \0 0 w - I- Ul - 0 - ::J q- > Ul L" - .... C . t' 0 ~ . > I N ~ ...J lJ'1ll 0 CO o I - \0 ID Il: w M \0 0 ~ [l'] t' .J D I lL. I .J [1] U1 lL r- ..J I- ~ 00 ~ U1 C. I Il: w .... ~ ~ I- ~ Z . I- W Z tJ 0 0 \0 0 z W ~ z 17i~S:? 0 Wf-(/)W:::i aZ(/):::!<l: aO-I> Z~!:::S:(/) <C\lWO::w ~,""~Oo zo::OOO ~OwWU ct!..l..J:~1- o::of-LSz a~o::(/)i5:! (;2;;~oo:: r::(;2<~a REV DESCRIPTION iDATE INI FLORIDA EXTRUDERS INTERNATIONAL, INC B RE\lISED NOTES' 2 3 6 2/ 8/03 R J A 2540 JEWETT LANE 11, 12. 13, 16, '22: 23' &' 1 1 CE.RTIFlCATE OF AUTHORIZATION NO 9235 SANFORD FLORIDA ~J:v~~g ~~~~E;ND/OR TITLE: SLIDII\JG GLASS DOOR 500, 1000 8x 2000 RE.FERENCES AND/OR MASONRY INST ALLA TION 'v/ITH NOI\j-STRUCTURAL ILLUSTRATiONS. RENUMBERED BUCK A~lD TAPPERS NOTES 6 TO 10 AND ' REViSED REFERENCES TO DRAWN BY' BB APPROVED BY' RJA THESE NOTtS REViSED . . l~:~t~ 6~6R~OXX DATE: 1?/18/03 fSCALE: NTS DWG #: FLEX0021 SHEET 1 OF 2 --- DOOR \tlIDTH -....... Fl/ 4' MAX. SHIM SPACE ,_-J",-lB/E8DuMElr:,Jr HID BY wOOD BY :\ ~"I 1<' ~ OTHERS (NOTE 6) ~1\ SLIDING GLASS DOOR FRAiviE ~ \",- JAMB \ ! T\,10 BY \I'iOOD INSTALLATION ANCHOR \ \ i\ I ~ BY OTHERS #8 \.IOOD SCRE\.I CTYP) ~ . \ ~~ IJI' (NOTE 6) (NOTE 21) i \ (ANCHORS SHO''/N IN SAME I \ PLANE FOR CLARITY ONLY. I / HOOK STRIP ANCHOR HOLES V-- SHIM AS REQ'D, SPACED 2' APART ON ~'1\ OPPOSITE FLANGES) 1\ 1 1/8' KIN '" '" ., /1 I: (SEE NOTES) I----r~ I II /~Er~f~~~NT ~- ~~~~INgT~IVSS DOOR", I / \ 1/ III U \ ~ /\ INSTALLATION ANCHOR , / \ /..,' '" w~ -------- #8 \"/OOD SeRE\! ~.~ ,,~ ~ 3/4' (NOTE 21> U.rr ,,' '''<:::...... l- CAULK BEn/EEN T01PERED ~ I DOOR FLANGE GLASS (;YPy ~ ~} &- SHEA THING D SHEA THING ~11 BY OTHERS ~ ~ ,,--SLIDING GLASS DOOR INTERLOCK HOOK STRIP DETAIL FRAME INSTALLATION -:1 GLASS PERIMETER CAULK BY OTHERS J \ /; T'WO BY 'WOOD BY OTHERS (NOTE 6) 'Iv 1\1/ x 'r ~i~ ~~CE flMli\ l-L8' MIN.J < ~I ~ \ EMBEDMENT ;' ~~ ~] l SLIDING GLAS~ L TEMPERED DOOR FRAME (TyP) HEAD L SHEA THING BY OTHERS CAULK BE T\-/EEN jHOOk STRIP &. 'I'iOOD BUCi< MAX ('J(j) 'Z ~O ~(j) > w 0::: SECTION B- B Ai STUCCO OR SIDING BY OTHERS IMPORTANT INFORMATION & GENERAL NOTES These notes are provided to ensure proper installation of Florida Extruders t-1ilestone produc.ts and must be followed fully. w ~ <: z z <: --.J 0.. U) -.J - ~ W o W 2: 0 0:: 0 >-l.J....z zf-O - <l:z- I- zw~ -(/)> oz- 0 WOO (.)(.)<l: Z ::Jzo own:: 01-0 I- 0::1---4 o...-I.J.... ::c wO::....J O::$:<l: (9 wwO:: co:z:f- I-I-Z - Ol-w 0:: z::J~ >-00... >- <l:Icr: 2!::O 0... 3:u z :5O::w 0 w2: D..ZO () (/)ZI -<((/) 2=2::J i GENERAL INSTALLATION INSTRUCTIONS 1 I I 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARlNG SHIM. MAX, ALLOWABLE SHIM STACK TO fn;B\\ BE 1/4", LOAD .BEARING SHIM AT SILL MUST BE PRESSURE TREATED WOOD OR PLASTIC AND MUST BE COMPLETELY ENCAPSULATED IN CAULKING OR SET INTO WET CONCRETE. 2) USE SILlCONIZED ACRYliC CAULK BEHIND DOOR FLANGE AT HEAD & JAMBS. LlBERALL Y APPLY SILICONIZED B 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 I & INSTALLATION. 3) USE SILlCONIZE;D 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. S) DOOR FRAME f'.1ATERIAL: ALUMINUM ALLOY 6063. 1::\ 6) TWO BY WOOD BUCK AND/OR FRAMING AT THE HEAD, JAMB AND HOOKSTRIP TO BE SECURELY FASTENED TO ill TRANSFER THE LOAD TO THE WOOD OR APPROVED FRAMING MEMBERS PER FBC, SECTION 1707.4.4.3 AND THE ENGINEER OF RECORD'S DETAILS. # A:J & EXTERIOR ELEVATION 2 PANEL DOOR SHO~N (SEE NOTES 8, 9 & 10) # '-------- N . '" wr--. a.'~ 8' 0 ~z t5~ ~i3 ,() ""'?:J >-w f30.. ~::i c<'w.. ":,;"ir.:..,.;:;.'":~,.-...;,,,,, l. >..-:~: ",.;,;'''' ',1.. #.;ijf ,/ ,,;v'*- ~;. .~~ -,,-, ,~"\ 1 .;: .'~ ~. :'UlJ- ' f If s. ~ l~, ~ ',. " f~l~ -;:t::~r'- ~'.. i') . v7,~X7 .ll. J, ,,,-,o}- ~ '~* wr%~."~ i '- 'f., " _,~q~ ./ /~, ,''$ '~ '""_ ; I_ '(:4~;r ....."'.... ';~'-"i'0.'';; ,'" '~,'~ '" "" ~ f~;:~!:it~~<~,,/~. . ~ 'i.~. .".,Iif-r,;;.lftf$.tJf.)'fi It,,,:,: "..~,~,,,-,~' '~'>,,\.\ l..'.,:,.; ;. .........'~~'~,\ ;".v . ~f1i ~J ~ I . t 4 bj1t \;; INSTALLATION ANCHOR li8 \,./DOD SCR,EV IJ /PLASTIC I L ANCHOR <TYP. wHERE i INST ALLA TIDN M,jCHOR TAPPERS ARE NOT REO'D, I 3/16' DIA, TAPPER & SEE NOTE 20) - I (NOT E 15) U~ERALL Y APPLY CA,ULKlNG .-J I CONCRETE DR UNDER SII_L OR SET SILL IN - MASONRY OPENING BED OF CO~jCRETE <SEE NOTE 2), BY OTHERS SHIM AS REQUIRED (SEE NOTE l), [SEE SHEET 2 FOR CONTlNUATIONOF NOTES] SHEET NO. 0... 0:: o U W ~ o :J: I,/) :::l (1') o o N @ FLORIDA ExrrRUDERS INTERNATIONAL, INC ~ 2540 JEWETT LANE C€:RTIF'CATE OF AUTHORIZATION NO, 9235 SANFORD. FLORIDA TITLE: SLIDli'jG GLASS DOOR 500, 1000 & 2000 FRAME INSTALLATION \JITH #8 SCRE'v/S -- REV DESCRIPTION DATE INI B ~~~~ :o;;\isN-i6 ~i)gED6. 11, 12/18/03 RJA AND/OR REVISED RElATED REFEReNCES AND/OR ILLlJSTPAi10NS. ADDED NOTE 20 AND RtlA TED ILLUSTRATIONS. RENUMBERED NOTES 6 TO '0 '" 2 1 TO 29 1 A....D REVISED REFERENCES TO ! n-IESE NOTES, REV'SED I TAPPERS FOR 90XX 3-PANEl DOORS. 5-15 LAST PLOT DATE October 11, 2004 I APPROVED BY: RJI~ NTS IDWG #: FLEX0027 SHT 1 OF 2 DRAWN BY: BB !DATE: 12/18/03 iSCALE: SGD INSTALLATION INSTRUCTIONS (MILESTONE) ..~~~ B1JU"OU\G CODE COMl'LL.\..~CE OFfICE (BCCO) :PRODUCT CO:-lTROL DlVISIO".... ~lL~'U~DADE COUNTY, FLORlDA METRO-DADE FLAGLER B'lil1DlNG 140 WEST fLAGLE~ STREEf,St:rrE 1603 !Vl1A10r, FLORIOA 33130-1563 (305) 375-2901 FAX (:\OS) 375-2908 },OnCE OF ACCEPTAl,CE(NOA} CntainTeed CQrporation 1400 t'niou :M:eenng Ruad BIlle BeU, PA 19422 SCOPE: This NOA is bc:mg Issued under the appliJ.:;able rules and regulations governing the use of constructlOn matenals. 111C documentation submitted bas been reviewed by Miami-Dade County PrOOtlct Control Di\1sion aud accepted by thc Board of Rules and Appeals (BORA) to be USCG in Mianu Dade County and other areas where al1O\ved by the Authority Having Jurisdktion (AID), This ~OA shall not be valid aHer the exprration date stated below_ The Miami.Dade County Product Control Dn'ision (In Mianu Dade County) and/or the i\IU (m areas other than MIami Dade County) reserve the right to have this product or material tested for qu.ality assurance purposes, If this product or material falls to perfoml in the accepted manner, the manufacturer wlll in~ur the expense of suth testing and the AllJ may immediately revoke, modify, or suspend the use of such product or matenal wiUjin their junsdktion. BORA reserves the right to revoke this acceptance, if it lS detcnnmed by Miami-Dade County Product Control Division that thiS product OT material falls to meet the requirements of the apphcabJe bUllding rode. This product IS approved as described herem, and has been deslgned to comply Vtim the High Vel\Xlty Hmricane Zone of the F1enda BUlMing Cooe. DESCRIPTION: hndmark 36 (and-AR) (and \\lideTra.ck QB), LandmaJk 40 (and-AR) (and WldeTrack QB) and Landmark S(} (and-AU) (and WldeTra\:k QB) LABELL~G: Each unit shall bear a pennanent label \Vlth the manu.facturer's name or logo, Ctty, state and follo\\'lng stateUlet~t: "Mial11J-Dade County Product Control ApproYed", nnless othcrw1se noted herein RE.l'-lE\VAL oftll1s NOA ~han be considered after a renewal appl1cation has been filed and there has been no change m the appll'2a_b]~ Pttl!(:hng~ode n~a~i:>,~ly_ ~ff~~E:ng the perfOffi1anCe OftblS proouJ.:;t. ___,__ __ _ _, T.EID1L~AlIO~ ofth1S NOA w111 occur after the cx-pml.t10n date or ifthele has been a lev1s1on or change m the materials, use, and/or manUfaCDJre of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other pllrpOSes shan automatically temlmate this NOA Fal1me to comply Vt ILl} any section of this NOA shall be cause for terminat'lon fu'1d removal of NOA. ADVERnSE\lE~": The NOA number preceded by the words Miami.Dade County, Florida, and followed by the expmition date may be displayed In advertismg llte!ature. If any pOltJon of1he NOA is dlsplayed, then It shall be done in its entirety, INSPECTIOX: A copy of this entire NOA shall be provlded to the user by tbe manufacturer or its distnbulors and shall be a\ 31;a.ble for in;,.peehon at the Job sIte at the r<;quest of the Bu:ldmg Officlal. 'TIllS NOA consiSts of pages 1 throu~h 4. The submitted documentation was revie\ved by Frank Zuloaga, Me I ,., <> : .~: ~ ,'" ,~ . "OA Nu,: 02-1219.03 Expiration Date: 02128/01 ApprtJval Date: 03/27'03 Page 1 of 4 6, LABEHNG 6.1 Sh1ngles shall be labeled with the Miami-Dade logo or the \\ordmg "Miami.Dade County Product Control ApprOved'" I 7. BUILDIJ\"G PERMIT REQlJIREl\1ENTS 1.1 ApplicatlOn for b1.111du1g penmt shall be accompanied by copies of the tolloVtlng: 7.1,1 10tS Notlce of Acceptance. 7.1.2 Any other documents required by the Bmlding Official 01' Lhe apphcable code in order to prop.;,'rly evaluate the installatil~n of this syst(-m. DETAIL A CERTAINTEEO LANDMARK 30, 40,50 All dimensions shown are in inches -55/81 16 1/4 "I I 271/2 --~-<-~3: ~~~ "I -_. I 55/8 I \ , , 1-:: -- - Eaves Full Shingle }';OA No.: 02-12193)3 Expiration Dat~: 02128:07 ,~ppnn1l1 Date: 03/27/03 Page 3 of 4 ROOFL.~G ASSEl\1BL Y ApPROVAL Cate}!or}: Sub-Cat€~ory: l\1attrials Deck T, pe: Roofing 07310 Asphalt Shmg1es Dl!XlenSlOnal \V ood 1. SCOPE TIllS revise:; CertatnTeed Landmark 30 and AR (and Wide frack QH), CertalnTecd Landmark 40 and AR (and WideTrack QB), CertainTccd Landmark 50 and AR (and \\'ideTrack QB) Shingles as manufactured by CertaiuTeed Corporation descnbed in SectlOn 2 of this Notlce of Acceptance. 2. PRODl.JCr DESCRIPTION Prodllf! Dimensi9us f'lt Spctificatlon~ Product Description Celt:.'tinteed Landmark 30 and 13\-;''' x 38 %" AR (and Wide [rack QB) Certain teed Landmark 40 and 13 ';." x 38 Yo" AR (and Wl<ieTrack QB) Certamteed Landnl--:ll'k::O and 13W' x 38 y.." AR (and WldeTrack QB) Accessory Shmgles vanous A heavy weight, 2471b/sq, dImensional asphalt shmgle. A heavy Vtelght, 264lb/sq, dImensional asphalt shmgle. A heavy '10\ eight, 1961b(sq. dimenSIonal asphalt shmgle. Accessory shmg!es for hip, ridge and stmter slnp apphcations. PA 110 PA 110 PA 110 propnetary 3. EVIDENCE SUB-'lHI.ED: Test Agency fest Identifier Te~t .Name/Report Date 04/02/01 01/12/01 11/12/02 Unden.vnters LahoT3toncs, Ine, PRI Asphalt 1'<."(rUl(,!O$1CS, Inc. R6S4 PCTC-O 1.02-0 1 CTC-006-02-0 1 UL 790 PA 100 Vnderwriters Laborahmes, fnc, 94N'K9632 02]\:1<.42448 Wind uplift rt'SlStance PA 107 11/30/00 _11,'08,'02 4. LlMIfA nONS 4,} Fne clasSlfication IS D(,t pa."1: of this acci'ptance, refer to a CUlTent Approve\i Roofing Mati'rials DneQtory fOl [ire ratings of this proouct. 4.1 Shall not be lnstalled on roof mean hetghts m excess of 33 it 5. h'iSTALL\ nON 5.1 Shingks shall be instal;cd m compliance with Roofing ApphcatlOo Standard RAS 115. 5,2 Flashl11g shan be in <1CCOl d,llxe \'dth Roofing Apphcation Standard RAS 115 5.3 The manufactmer shaH provlde c;early wntte'n apphcatlOn mslnlctlons. 5.4 Exposure and course layout shall be m compliance Wll11 Detail 'N. attached, 5.5 Na:Fng shall be m compliance "im DetaIl 'B', attach..'d. ;\0,\ No,: {)2~1219,03 Expiratiou Date: 02/28/01 Approul Date: 03f27103 P~ge 2 of 4 DETAILB f~-~-'- I. t "1 12" -----,...{ --.- 38 ;,[4' ------ 12" --- -1---143/4" -. I ':::::1'-' -~- .~, ~ l_L__, , i 13114" I I I I --~ 1 H I b, r I 61:8 I 1 I 55/8" Exposure LANDMARK 30, 40, 50 (AND AR} ... 38 3/4~ -- -. ,-- -----------J _~.:&:.J:e.::";~}"E7 //L/LLtLa- - 1 <;~ - S~il"G ;,)ri!i fOf "'low i3pd i'tUioar(f' sJopu (frt..'ffi ~ 5:12 to:('I 111 Naill><ltt;e~n uP>'" & 100,""'"ail r",es. 12" --- .....:-- ------- 14 3/4~." ., +- 12" -----;;--, ..... - l' II 1 -''''"1 ~~~:G--{u. ,::- [~'N;~' n' ,;' DJ" 6~ Exposure t _ __L_ _ --- LANDM.6RK 30, 40, 50 {AND AR) . WIDETRACK OB (low and Standard Slop~) 38 314" ,- ,--------1 r / :2:6 ~/; / /" r .~ 9'7h - ;. - -. -- .r7777/; .. F-"'-':::f- ,Y - - 7',7''7'.?. /-;; ~~~~L:~/:/'LLL2~u S.aU.flQ are.a f'Of "'stwp" sto{W;S (gr~ata? th31'1 2.1 ~2:) N~JI ~'I.3:erI bettorn :: n.;):i111l es J- - n-1Z# --" - --.... _ 14314" --...., .. -- 1" ~ i,,\ h.,------\-ii~' :-~~~ .. ~~., I ' '-' 5518" Exposure 13 1/4" I LP-.NDMARK 30. 40,50 (AND ARlO WIDETK~CK QB (Steep Slope) END OF IllS ACCEPTA.l~CE }';OA No.: 02-1219.03 Elpiratlon Dale: 0212&'07 ApprQ' a! Hate: 03/27/03 Pagt' 4 of 4 \} \ :--, 1 f H ~ ,I } '\ (} l t i tl P l I \ i ~': R" 'i.' \. \ t LAMINATED SHINGLES JHa 'S~~ ()1i'AH~)(<J{b v.unMA~K $ ERIES WOOIIS<AW lUllS ~$f ~l'( ~~~~::~)i::i-iS tAUDrMR~ S[RII). flREMlr' kNDARCH1Tftf S~ ,,- ~~:vr ,'( 1 ,~ .:t~"J HUZQt t;J.t ,111 (~)l :.R$ts.: l .~ J J ,"~~ ,'~~ R::Cf C~ [~ MUNl)t) fC" hIPR;( DIMr~qOf>l Al<!O U~f>'I\ARK T~ SM Ncm ,~"" (<1.:.1 l , \" ) \ \ , <'!( '; )~ ~ '<; ( \" '- 1," , :Ii f ~ " "%~,, kl"'S liNt: R~go.ES. ,,"!),."*"'W" ... ~~"....~- ,,--"Jf ,\ (,..\. -- .~-,.. ..;.;.~, O<tf ).;< *f ~'\j~';'I~ )1:;: t(O: < "i.~ ~ - . -..--- ',--" ~~ -'\ .\ --- ~ ' " - ,_.- --'>'\ 0;'\ ~~~'--- ::.:-:;-::-.::-"-::-.., p \.--- -.' --:;.. --\ /' It/-, y:---;~~=~.: ~-- .~ II! \,..~ - ;:.......--- ;; ) ':\ \----_....\-'- 1 ;.-\ \ 'y' " _ ,-~ \. \ .::..-~-_..'\ '<)\..<. 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T ION f//fI' ,~ -rVrJ:.r ::ENCR,c\L At. l,ivl1NlJtvl CORP CAR~OLL TON.. n':>,,~~S """ flN KiJRJZONA\. M'JLUD>'1 ,',>T~Lt,AniJN ll€:r"!l ALLJ~H..JUr<'t TL.J&t t'>"h.JLL rON iJ;C ND, 1447 ~- - - ~.. r"'" E 3 T"""" - -,-- [',....,t, 3.7i7/1i? ",':"0' ,~_ _ _ J ~"CJ.l.t, HALF l'i'>f1.."...... t~ ~....{l~~i ",'(n~~~" ~ l(.t'~.:y~ ~~ ~ ~Jl~,f(A. ~...... :<"t~1l> ,..~:::tJC\ll ~J<t. ~tCt4 4) ~4>> (All: ,,"~i)l4 TYPICAL MULL. INSTALLATION IN$lA.llAn<lN -~ ANCHOR I l~~-\~ ]@ jj, .:::;::::' = ,~ r_ r - . "" /~ W\NOOW-' fRAMe J.\M6 ( 1"1?,) I'r---rr/"...v' l* "01 GEN-O+S~ UJ II I I'fr I, I " III Ii I .......- M\Jt.UOl>! Oil:: N\). 1 #Z l1P~S1t.---- I Ji : ii j ~~:<l~ ~~~OH DiE "'~'""'" ""'''"'' I' 'I r'\ ! ALSO '* t.lS~\) SRACKH ",-' i ~ j " 1 ff!WlK,IIU ~~'l L'-t~ATION ---- f}B St:.V TAPPING f[]t ..J SM$ ('m>) ---'..'- --- -~-----"'1t. --'---" 4., "/.. '" su: NOTES q: 'l.. IiZ 110 1/3 CQN<;f:ETI: OR MASONRY -_...-/... '" ----~T SlJl>S:tAAT& SliO'lrN, l/IOOO 'l', f~A~'E: SlJSS1RAT1': Al..S>') APP1-iES I SECTION B-B IJlJI.LI':lN Dl~ NO, 1442: NO r.~ & r~~~~~~l'ti&'(,n'fg e5Ir~N~\'~\J~~ ~~~~PI~~~~1is~(p~i.~~\. Z) iN k<A$ONRY CONS'(RV(;,\Q.."l. .~.Tt."'OH !PJlUOi'\ 10 SVSSTI'lA re: '&'lH ~!I!;" 1llA. ~li.tt ~'" ~CdCiR OF $!..ti'1'I<::IGNT l'M. ,0 ACHfl(\/fS f-I/~' ~~. CMOOtMiNT rm\) C()NC(.'{e:rs 0.." MASCNRY J~ IN}<O<JD MAN!: c;.)NS;~T!ON. ATTACH \!t'LJ.Jo,'1 10 svaS1RA,!t llSlN~ Pi) S{;RtWS 0( SUl'r"lClf>:N'1' iSH, .t<J "'CHlE~ 1 -JIIf' Mi.,!, O!SU't,.'<:fl'1' Imo v<<>o fRAt.<.\!'lO. 4) W.JlL.'C,'l ...nAC!-IM",~T IN SEC110N S-l!! l5 'Y? AT He;:,"O &: $.Il.!.. !>~ 1~$TAI.l..A11<>>l Cf MtUJC-."I 1-," SH()'I\~ Ol<l ,'fi)$ Ul::'S Wi 2tr.l1 f'!.()''liOA ~1"tlWa CCOC WflH 200t IW.VI'SIOB SPAN &; sFACllto:' WJ\.lJ OF *:>~.O !>SF. 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",,""""1 - ./ 1 ~~ r:RAMC'HtAD @ SECTION B- B . v <fY?) ___ :.tlTE:S> ---------- 1> l-\ULUO~ lNSfAI.i..Ano.'I Dt1Alt.S I\P?L Y TO ALUMINUM rvae: M~l.mlll, J;l;S; Nt/; 1445, VHti'f USO Hl ~l'l.!- SINt.U;: PUN" AN!) tlR PiCTlmt 1<:11<>>0,",$ Hf:All 1!J SJ.l1. a> IN M.MI..'NRY CONHRUCTlOl'4 ~tfACH WJlUtlN TO SUl/SWAf!1: 1<<11';/ 311,," D',J\. CONti<f.1'! S{;RtV A....'Cl1t:lR or $lJf'FlCJ:tNT UH, rn ACi1ltVt:: I-V+' 111N< EM~W*.'1<t1 iJolTO caNeR! n: OR . 3) L" '!Iooll T!Wi, A'lTACH MVI..t..WN iO SV~STRArE US1N<:t UG SCPE"'S or T hue- fiN, !:M~r INTO YOOll fRN-Irm 4) n 1M S(CHDN ,Hl tS TYi', AT JAMIlS. $) 1>:1 Utl.'l I\S S110Vi'f UN HilS Sl1ttT ctJW'l.lES VIrli rH~ eoot n. DING \;11tH 20t,e REV lsli:lNS, M'Vl..llaN I'Clt'l' .... JlU( TO S?I\,'4 to sl'tlCJM1 1\l!\..i.!Ot. At-'CH'.:1R.S ARf: nf:tlGl'I f: or ",S'M f>SY. rr IS T"'I: RE;SNS.ll1IWTY OF U S fU r.RMl~!!; C$lPI.JANCE ON A Si'ttJrlC ~ffi'JC~ /.;.~ ;/ '~O. Ii >/: '. ot\! .. , I " I> , {fI " S[CTI0N A--A -----~,--"_. ~'" , 'I l'\A'j; B]1 ,~.=-j -,,~ EXTERIOR [LEVA lION --------",,' _._----.-.....~- GENERAL ALUMJNU~1 CORP. CilRRl1ll. Ttlr4, rt:XAS '1'l1\b rr_M-K~ HOIUrol'W- M~!ti:'J~!....n>iN l1ZiAll.. Allh'1:fM.1i<l 'Wl*: it\ll.t..!CN, WZ No. 144~ ~:: t- E3i'~..--~Ii\l~e/~1I0a ~- ---- 11<.0<0 HALf 'jWi..-:::::::-- -I~~jl)"-!:1'-4<!% ~.:~a'tl-~1'l~"t'~"'3l~J{rt..,"~~n~l:tt~ ffi::!<<:~~ f-.lll__~ MIJllll)f. t~~fO"\Ch~' hP.AC}<fT c.-:~~~- 0,::;, v".,r)QW fHMk(: "L\;AS: '.Ti? ) ~~ {~ --...... ""~ ~ "'.....- ~N$'rAlU\ l~~"N ././ t,HC~ ~@_ (,1'1") -~...~ -- "'~ " -it-r~~\""'" ~-,. l t~~-,. =}~~~ ... '- MtlldC-N Di€ NO, 1 ~4e /'-. n---~rr-- ',-~~ ~......-' MlJdjQN i, it :: ,/ elE fiO. tHe: i\ :: :11/ il"~l''''Vj \, IJ.tU'ON ~~ ~I , r'\;1 /'_ IWSTAl.tJ\ll{)t.. NiCH013 H I ( '111 / t,NtH(lR SRACK1" ......' , I / 'P1> ) I ~ 1 Ii ' . , ---.Jb~ ~=:..::JJlt- -"-.;_-:;:..~~._....J. ~ ') 'Y 4t 'q ~ it ~ set: NOTtS ~,. ." . .., <l h-Z:... 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