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Home My WebLink AboutBIN B-1 PERMIT 4419 TERMITE SPECIFICATIONS: 1. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE-INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL.(FBC 104.2.6) 2. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1'-0" AWAY FROM BUILDING SIDE WALKS.(FBC 1503.4.4) 3. IRRIGATION/SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 1'-0" OF THE BUILDII\G SIDE WALLS.(FBC 1503.4.4) 4. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, BETWEEN WALL COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAT 6 INCHES. EXCEPTION: PAINT OR DECORATIVE CEMENTATIOUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY TO THE FOUNDATION WALL.(FBC 1403.1.6) 5. INITIAL TREATMENT SHALL BE DOI\E AFTER ALL EXCAVATION AND BACKFILL IS COMPLETE,(FBC 1816.1.1) 6. SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED AND FORMED.(FBC 1816.1.2) 7. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC., SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DiSTURBANCE OF SOIL AFTER THE INITIAL TREATMENT.(FBC 1816.1.3) 8. MINIMUM 6 MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT IS REQUIRED,(FBC 1816.1.4) ~ 9. CONCRETE OVERPOUR AND MORTAR ALOI\G THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXTERIOR SOIL TREATMENT.(FBC 1816.1.5) 10. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1'-0" OF THE STRUCTURE SIDEWALLS.(FBC 1816.1.6) 11. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING LAI\DSCAPING AND IRRIGATION. ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED.(FBC 1816.1.6) 12. ALL BUILDINGS ARE REQUIRED TO HAVE PRE-CONSTRUCTION TREATMENT.(FBC 1816.1.7) 13. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. "(FBC 1816.1.7) 14. AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN 1'-0" OF THE BUILDING. THIS II\CLUDES ALL GRADE STAKES, TUB TRAY BOXES, FORMS, SHORING OR OTHER CELLULOSE CONTAINING MATERIAL. (FBC 2303.1.3) 15. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC., SHALL BE BURIED WITHIN 15'-0": OF ANY BUILDING OR PROPOSED BUILDING.(FBC 2303.1.4) ABBREVIA TIONS A.B. Anchor Bolt F.B.C. Florida Bldg. Code Opn'g. Opening Abv. Above Fin. Fir. Finished Floor Opt. Optional A/C Air-Conditioner F.G. Fixed Glass Pc. Piece Adj. Adjustable Fir. Floor Ped. Pedestal A.F.F. Above Finished Floor Fdn. Foundation P,L. Parallam A.H.U. Air Handler Unit Fir. Sys. Floor System PLF Pounds per linear foot ALT. Alternate F.PI. Fireplace PIt. Ht. Plate Height B.C. Base Cabinet Ft. Foot / Feet Pit Sh. Plant Shelf B.F. Blfold Door Ftg. Footing PSF Pounds per square foot 'ii Bk Sh Book Shelf FX Fixed P.T. Pressure Treated Bm. Beam Galv. Galvanized Pwd. Powder Room BOT. Bottom G.C. General Contractor Rad. Radius ~ B.P. Bypass door G.F.I. Ground Fault Interrupter Ref. Refrigerator Brg. Bearing G.T. Girder Truss Req'd. Required Cir. Circle Hdr. Header Rm. Room Clg. Ceiling Hgt. Height Rnd. Round Col. Column HB Hose Bibb R/SH Rod and Shelf Compo A/C Compressor Int. Interior SD. Smoke Detector C.T. Ceramic Tile K/Wall Kneewall S,F. Square Ft. D Dryer K.S. Knee Space Sh. Shelves Dec. Decorative Laun. Laundry SHT Sheet Ded. Dedicated Outlet Lav. Lavatory S.L. Side Lights Dbl. Double L.F. Linear Ft. S.P.F. Spruce Pine Fir Dia. Diameter L.T. Laundry Tub Sq. Square Disp. Disposal Mas. Masonry S.Y.P. Southern Yellow Pine Dist. Distance Max Maximum Temp. Tempered D.S. Drawer Stack M.C. Medicine Cabinet Thik'n. Thicken D.V. Dryer Vent Mfgr. Manufacturer T.O.B. Top of Block DW. Dishwasher Micro. Microwave T.O.M. Top of Masonry Ea. Each Min Minimum T.O,P. Top of Plate E.W. Each Way M.L. Microlam Trans. Transom Window Elec. Electrical Mir. Mirror Typ. Typical Elev. Elevation Mono Monolithic UCL Under Cabinet Lighting Ext. Exterior N.T.S. Not to Scale U.N.O. Unless Noted Otherwise Exp. Expansion VB Vanity Base Vert. Vertical V.L. Versalam VTR Vent through Roof W Washer WI With W/C Water Closet W.A. Wedge Anchor Wd Wood WP Water Proof MASTER REVISIONS DATE DESCRIPTION " STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA FOUNDATIONS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS FOR ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. CODES: FLORIDA BUILDING CODE, 2001 EDITION WITH 2003 REVISIONS BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-02) SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS (ACI 301-02) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI 530-02) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 2001 EDITION APA PLYWOOD DESIGN SPECIFICATION SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR) FOUNDATION INSPECTIONS A FOUNDATION SURVEY SHALL BE PERFORMED AND A COpy OF THE SURVEY SHALL BE ON SITE FOR THE BUILDI~G INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI, A SLUMP OF 6" PLUS OR MINUS 1", AI\D HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM 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" AROUI\D 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 1 1/2" TO FORM WOOD FRAMING INSPECTION LIVE LOADS: ROOF RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICATED BALCONIES STAIRS LIGHT PARTITIONS (DEAD LOAD), U.N.O. WIND LOADS BASED ON FBC, SECTION 1606.2. WIND VELOCITY: 123 M.P.H., USE FACTOR: 1.0 20 PSF (REDUCIBLE) 40 PSF 40 PSF 40 PSF 20 PSF 10 PSF ATTIC L.L. ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH-INS MUST BE COMPLETE, I~SPECTED AND APPROVED BEFORE REQUESTING FRAMING INSPECTION. PREFABRICATED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. 2. PREFABRICATE WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS-GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPOR- TIONED ( WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FOLLOWING DESIGN LOADS: 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AI\D 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 DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. WIND LOADS: (F.B.C.) CONCRETE STRENGTH @ 28 DAYS ALL CONCRETE UNLESS OTHERWISE INDICATED PEA GRAVEL CONCRETE FOR MASONRY CELLS ONLY (DO I\OT USE FOR CONCRETE COLUMNS OR TIE BEAMS) 3000 PSI 3000 PSI REINFORCING: WELDED WIRE FABRIC SHALL CONFORM TO ALL REINFORCII\G BARS ALL STIRRUPS AND TIES ASTM A185 ASTM A615-40 40,000 PSI ASTM A61540 40,000 PSI CONCRETE MASONRY UNITS: ASTM C90-99b, STANDARD WEIGHT UNITS, fm==1500 PSI MORTAR TYPE "S" 1800 PSI CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED DURING CONSTRUCTION ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI, U.N.O SHOP AND FIELD WELDS: E70XX ELECTRODES ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 BEAMS, RAFTERS, JOIST, PLATES, ETC. U.N.O. NO. 2 SOUTHERN YELLOW PINE (19% M.C.) ROOF DECK: PLYWOOD CC/C-D, EXTERIOR, or OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) WALL SHEATHING: PLYWOOD C-C/C-D, EXTERIOR OR OSB VERSA LAM BEAM Fb == 2900 PSI (2.0E) WOOD COLS. PARALLAM 2.0E U.N.O. DESIGN LOADS: TOP CHORD LIVE LOAD: 20 PSF TOP CHORD DEAD LOAD: 10 PSF STRUCTURAL STEEL: REINFORCING STEEL ALL REINFORCING STEEL SHALL BE NEW DEFORMED BARS FREE FROM RUST, SCALE & OIL & SHALL MEET ASTM A-615 REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE- CAST CONCRETE PADS, TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMi'<S & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS- REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REIMORCING WHERE PERMITTED SHALL BE THE FOLLOWING MINIMUM, UNLESS OTHERWISE INDICATED ON THE DRAWII\GS: FTGS, WALLS, COLUMNS, BEAMS, SLABS: 36 DIA. OR 2'-0" MIN., WHICHEVER IS MORE. FILLED CELL REINFORCING: 40 DIA. OR 2'-0" MIN., WHICHEVER IS MORE. TEMPERATURE REI;\<FORCING: 20 DIA. OR 1'-0" MIN., WHICHEVER IS MORE. WELDED WIRE MESH: 8" LAP WOOD FRAMING: WOOD ROOF TRUSSES: BOTTOM CHORD DEAD LOAD: 10 PSF 40 PSF 10 PSF BOTTOM CHORD ATTIC LIVE LOAD: SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN FOR NEW WIND UPLIFT AS PER SPECIFIED CODES, DEDUCTING A MAXIMUM OF 5 P.S.F. DEAD LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD. DESIGN LOADS: DEAD LOAD: LIVE LOAD: TOTAL: MASONRY WALL CONST. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, WITH A MINIMUM I\ET COMPRESSIVE STRENGTH OF 1900 PSI ( f'm == 1500 PSI) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270. 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI SLUMP 8" TO 11". 4. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 BAR DIAMETERS. REINFORCEMENT SHALL BE PLACED '.! IN THE CENTER OF THE MASONRY CELL TYPICAL UNLESS OTHERWISE NOTED. 6. REINFORCING STEEL SHALL BE LAPPED A MINIMUM OF 40 BAR DIAMETERS, UNLESS OTHERWISE NOTED ON THE DRAWINGS 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP is PROHIBITED. UPLIFT CONNECTORS 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE CONSULT THE TRUSS ENGINEERING FOR THE LOCATION OF THESE WALLS. WOOD FLOOR TRUSSES: 15 PSF 50 PSF 65 PSF ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL BEARING VALUE: BUILDING DATA CONSTRUCTION TYPE - TYPE VI UNPROTECTED (SECTION 608 - FBC 2001) MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE HOMES WIND SPEED 123 MPH (3 SEC. GUST) WIND IMPORTANCE FACTOR - (Iw) == 1.0 WII\D EXPOSURE - "B" (FBC 1606.1.8) INTERNAL PRESSURE COEFFICIENT == +j- 0.55 (PARTIALLY ENCLOSED BLDG) WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION. 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS, ( I.E. BLOCKING OR GABLE END BRACING) SHALL BE EITHER SOUTHERN PINE, OR S.P.F. NUMBER 2 GRADE SHALL BE USED REGARDLESS OF SPECIES. DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) WINDOWS AND DOORS 123 MPH + 38 PSF / - 40 PSF GARAGE DOORS (V == 123 MPH) SINGLE 9x7 +37.0 PSF I -40.0 PSF DOUBLE 16x7 +37.0 PSF / -41.0 PSF SEE FLOOR PLAN FOR ACTUAL PRESSURES ALL WORK SHALL COMPLY WITH ALL PREVAILlNG CODES, FLORIDA BUILDl1;:T CODE, NATIONAL ELECTRIC CODE AND CfrY OF ZEPHYRHlLLS ORDINANCES ENGINEERED PLANS ON FILE REVIEWED MAY 0 9 2005 ~bWr BRISTOL GRANDE 2003 GENERAL NOTES: THE FOLLOWING TECHINCAL CODES SHALL APPLY: 2001 FLORIDA BUILDING CODE, WITH 2003 REVISIONS PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70-02 NATIONAL ELECTRICAL CODES 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WALL MOUNT WATER CLOSET VOLUME 3.5 GALLONS 3. WATER - FLOW RATE. PUBLIC FACILITIES 0.5 G.P.M. PRIVATE FACILITIES 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. 4. ALL WATER LINE PLUMBING TO BE PVPC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2001 FBC. o PORCHES AND BALCONIES SECTION 1014 o HANDRAILS - SECTiON 1007.5 D GUARDRAILS - SECTION 1015, 1019.9 o STAIRS - SECTION 1007 o CHIMNEY & FIREPLACE SECTION 2804-2806 (MFGR) SECTION 2113-2114 (MAS) o EGRESS WINDOWS SECTION 1005.4 5. ALL OPENINGS SHALL COMPLY WITH 2001 FBC WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS DOORS, SLIDING GLASS DOORS ' AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. !,. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION 2405.2) INDEX OF DRAWINGS SHT NO: TITLE 1 2 3 4 5 6 S-l S-2 S-3 S-4 S-5 S-6 S-7 COVER SHEET FLOOR PLAN FOUNDATION PLAN ELECTRICAL PLAN ELEVATIONS TRUSS LAYOUT MASONRY DETAILS LINTEL PLAN AND DETAILS DETAILS DETAILS DETAILS DET AI LS STRUC. NOTES & HANGER INFORMATION DETAILS DOOR DETAILS ROOFING DETAILS ROOFING DETAILS GARAGE DETAILS DETAILS PRODUCT APPROVAL WINDOW DETAILS SGD DETAILS DETAILS DETAILS DETAILS S-8 S-9 S-10 S-10A S-ll S-12 S-13 S-14 S-15 S-16 S-17 S-18 NOTICE TO BUILDER IT IS THE INTENT OF THIS DESIGNER THAT THESE PLANS ARE ACCURATE AND ARE CLEAR ENOUGH FOR THE LICENSED PROFESS- ONAL TO CONSTRUCT THIS PROJECT. IN THE EVENT THAT SOMETHING IS UNCLEAR OR NEEDS CLARIFICATION..STOP..AND CALL THE DESIGNER LISTED IN THIS TITLE PAGE. 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. W LL.~O::: '00:::0 W LL.LL. ~~~~ ~-O:::l lJJ x~O:::O U O:::lLL.u I- O:::OZU o.."",W<l: a o..""~1- <l:0<l:0 Z wO:::l-z O:::Ll..w lJJ <l:zo:::o fl"'l OW<l:O '-' W~(/)o <:( I-~ZZ I- 0 o<l: a ~~u;w '-'<l:Z~ au... ~(/)~~~ c..:;JZ_Ll.._ W ;5QOo~ o(/)O:::I-u 0:: o~Q~:::::i <:( LL."",o:::Uo.. W""WOo.. ::> 0::: B I- ....Jco <l: r"'\J<l: Z....J '-' :::l::J -. 0::: ....J (j) o(/) <l: (/) 0 <l:~ O:::....J""- ::J~~~o::: <l:O::><l:O f/) Q)Q)....J (l)1a~ Q).- Q Q)U(/) ~ ~ ~ I f/) 0 (l)cu8: Q)c8 - 'OJ) w:: ('0'- - ~f/)5:: OQ)w e"gU ~ ~ 0;) (,) I-.(/) ~ ~ z c..:;Jzw <l:(Q...t ~ (/)~Qo O:::N(Q en . 01-0 o...t"lt: Z 0:::..... 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('I") - I-- I-- I-- I-- ~ 8'-0" 4'-6112" , , , ',- - - - - - - - - - - - - - - - - - - - - I I I I I I I I I I , I C";-J ('I") .-1 = --------, -- C";-J ('I") ('I") -- -- - a::- w- I- -- z- ~w- Uf- tOwf- t.::ll-- zl-- ~~ f- f- I-- - ~ I-- f- - - ,- o;J 0) N - I-- I-- I-- I-- I-- I-- I-- f- I-- I-- I-- f- - - - - - - - I-- I-- I-- I-- I-- I-- f- f- 1--- I--- 1--- f-- 1--- I--- I-- I-- I-- I-- I-- I-- I-- I-- I-- I-- 1--- I-- I-- I-- I--- 1--- 1--- 1--- f- - I-- I-- I-- I-- I-- I-- I-- I-- I-- f- 1--- 1--- I-- f-- 1-f- 1--- 1--- -- I-- I-- I-- I-- I-- I-- I-- 1-111 'II , , -~ <:t .-1 2'-0" 1 C/L SINK 10'-2" 7'-0" .- ~ V ~A 13'-8"1 18'-8" 4'-10" 1'-2" 40'-0" 21'-8" 5'-4" f 11'-0" _________ II ~;::l I :1 :: 11I1I1111 I I I I I I I I 11 C";-J LO I'IIITTT (, ~ ~ , /'7 --------- ~ / ----------' // /// : / I I ~ - i---" I'i I I I I I 1 I , ..3'-E" '~r1-- - O)~, JI ~ i"- I I I I I 1 I I I I I I I 0 I 3'-2" I ' I ~ I ('I") C";-J I' ,,"', : _. ,..... , 'tIl~'"' -=- -r, ~---------------, ~---------------~ 16'-0" 20'-0" o o .-1 2'-4" I 1 .-1 --;1 N ~ "" C";-J 00 16'-4" ~ (', , , , , , , , , , , , ------------------------------{ ~ <:t .-1 12'-5" k~ : ~:2 ~91/;':= ~ : fll! ~~.- /\ Ir- 5'-0112" o;J ('I") ~~ 13'-10112" 6'-1%" [, " o;J o N 17'-8112" 11'-9112" 3'-1" --;1 0) 1 /' ~ . /\ ~m___ ~ ~~..- r J to ~I.- t.. r - - - I II : :~ - -- "~ :M [ II / 8'-4%" ~~ ~ to --;1 / I ,. . I- ,. I' ,I ........ --;1 ('I") ~ LO ;y =~/~ - - - -- _IllL ('I")~ = "~ -- . - o;J =: ~ 3'-1" 3'-10" -- -- -- -- -- -- -- -- -- -- -- - - -- - - - ====================== f- - f- - -- -- -- -- - - -- -- -- -- -- -- - -. -- -- - - - -- - If Tl _ k, I-- - -- - - ~ o;J N C";-J ('I") C";-J ('I") [, 3'-0" 1 3'-0" 3'-2" 6'-0" 7'-8" 12'-4" 40'-0" ~ 1 I 8'-8" 8'-8112" 5'-4" 1 ill 11 rnT C? .-1 .-1 ~ ('I") 5'-814" C? .-1 .-1 - - 3'-5112" = ~- II ~ C) Lr. ~ "" .-1 ~~ ::l.- 1..L_ V - - - - - - - - - - - - - - - - - - - - - h !:IV o;J .-1 .-1 3'-2" I-- I--- I-- I-- I-- I-- 4'-8'1-- I-- I-- I-- I-- I-- I-- I-- I-- I-- f- f- f- f- I-- I-- I-- - - - DrMEN610N PLAN SCALE:l/4"=1'-0" - - I-- I-- I-- I-- I-- I-- 1--- 1--- 1--- - - -.. - - - - - I-- I-- I-- ~ ~ - - - - - - - o;J --"... M LO - ~ - - - - - - - - ....... -, - - - - - - --'~ , S' o N C? i"- ~ .-1 .-1 -"~ ~ LO .-1 N , ('I") C";-J ('I") ~ to C? o to , C? o to D... W t/; W ~ t.::l O)~ ('I") <( t.::l o I- o;J o N I-- I-- I-- : I-- I I-- I I-- 16'4" ~ 4'-8" I I-- (181", G.T. .c : ~ /~7 --(9\ ~ -MA6TER 6UlfE----/ ~ ~- ~ ~ ~:::) 15'-0"X 17'-4" / ~ WIC: fQ. ~ \.~ .~Il~. _~nnn~~~~~{:~____n_m_m(/ 9 8' CLGi c< ~. - 1.-1 ,- S-:J.: 10' FLAT :.-1: - I VAULT ,- .-1 " I-- , I-- 1 I-- 1 f- , I , I I I I I 40'-0" 18'4" '~ 12'-8" 5'-4" 4'-4" 5'-4" f 'I 25 SH 25 SH <:t ~ ~----- I I I I I I : (3\ ~ j'Sl -II III o ~REQ~~I ~B9Y~__ .-1 II I I I I I COVERED LANAI _____ rT ~ /~~ (4.2 \/ ~8 (/) 00 to o LO EGRESS C";-J to o .-1 <:t C";-J to 18'-0"X 5'-4" 8' CLG A.F.F. C";-J LO I~ \& 10068 SGD II III , , , , ,--------------------- ~ II I I I I I U? ('I") -- -- -- -- -- - C";-J ('I") .-1 o --;1 .-1 .-1 <v 9:Jq, l)"G:3 I~~ =:lI1 - - 10' FLAT 12'-5" 18'-8" ATTIC ACCEss-i 22" X 36" MIN -VTR LOCATE IN FIELD ;ART NICHE - -- KNEE = SPACE = I-- I (/) <:t N .....J a:l o VAULT c-12" RAISED BAR OVER KNEE WA L 39 1/2" AFF ~ $:'8" 00 ~l2--lj MA6TE R --- ~ '''- BAT~ I 1 Q'-'Q Cl'n ./\8' CEILING :~I 5 SH LM \VINYL .. L IUD ~~~8~~~V 'Q- ~ =() GLASS ABV.42" 0 ('I") /~IGH WALL .I TU NOVA 5 ~ ./ TILE TO 7'-0"'-....... ( ~ _5~01h"~~9\~" ,=~ l,~~ '--- ('I") ~8" WALL G~ ;;; 8'-0" - - - - - 4'-6112' o;J o N o;J ('I") C";-J ('I") ('I") 13'-10112" 6'.1%" I. , 5'-814" (f8\ \~ BEDROOM ~3 K LiviNG F~OOM 14'-0"X 11'-6" 10' CLG CARPET S' ...., .-1 (j) (j) w a:: t.::l w 11'-0"X 11"-0" 8' CEILING CARPET o;J 0) N 2'-0" I l2'-0" "" 3'-2" 3'-2" 6'--0" 16'-0" n 20'-0" 7'-8" 12'-4" 40'-0" Note: SEE SHEET S-9 FOR DOOR OPENING SCHEUDLE SEE SHEET S-14 FOR WINDOW OPENING SCHEDULE SEE SHEET S-2 FOR LINTEL SCHEDULE FLOOR PLAN SCALE 1/4"=1'-0" S' o N I-- - - -' I 0..: (j)~ <:tW NI- C? I-- i"- I-- '-- - - - - o;J --"('I") LO I (/) LO ('I") ~ LO .-1 ~.--" ... C";-J ('I") C";-J ('I") ~ to WALL LEGEND FRAMED WALL 2 x 4 U.N.O. BEARING WALL INTERIOR SHEAR WALL MASONRY WALL/ SHEAR WALL MASONRY SHEAR WALL INS. W/ FURRING A TC NOTES S' o to AREA T A6ULA TION BASE PLAN ATe 1ST FLOOR 1709 S. F. GARAGE 409 ENTRY 51 COV.LANAI 115 TOTAL 2,284 S.F. REFER TO SHEET S-9 FOR OPENING SCHEDULE CONNECTOR TAKEOFF BRISTOL GRANDE 2003 QUANTITY 14 10 22 12 110 2 15 57 57 13 5 1 2 7 9 9 2 2 8 USPID SPT4 RT16 KTS12 L TSA30 HTA16 N/A RT16 SPT22 SPT24 MP34 LSSU28 MTW16 HTA20 HTT16 U24 LUS2x6 LUGT2 HUSC412 LSTA22 SIMPSON ID SP4 H8 MTS12 L TSA30 HETA16 HHETA20 Hl0 SPl SP2 A34 LSSU28 MTS16 HETA20 HTT16 U24 LUS2x6 LGT2 HUSC412 LSTA22 1. SEE UPLIFT CONNECTOR SCHEDULE FOR EQUIVALENT US CONNECTORS AND STRAPS. 2. SEE FLOOR FRAMING PLAN FOR FLOOR HANGERS. 3. SEE TRUSS MANUFACTURER FOR ALL TRUSS TO TRUSS CONNECTIONS. *DISCLAIMER THE QUANTITY OF CONNECTORS IS SHOWN FOR CONTRACTORS CONVEI\IENCE. IT IS STILL THE CONTRACTORS RESPONSIBILITY TO VERIFY THE CORRECT SIZES AND QUANTITIES. w () I- o Z w o ~ I- o o LL W 0:: ~ ::J o (f) w ~ LL..<(a:: '0a::0 W LL..LL.. 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(j) '''' <( t:: 0 <( .......1 0 W'"""D:::3:('I")Za:: 'IJJ coo:::) O<(:::)c(c( <C W::JI->-OOI-...IJ: 0 I3:Uo:NWua:O ~ I-O:::)"",IZ:::)CC;;;:; 0 a::"::I-(..:;la::Oo::: 8~t/;8~U)t/;DD ii N moo O-.J 9-.J N- L()I ~S ~lLJ ~- L()> ~~ >-lLJ 0::0:: OU I-N Zm WI- >0 ~-.J N(f) LOZ '0 N- ~(f) > W cr Z Z o 0 - -LO ~Lf)~0 >0>......... w.........Wrl a::0a::.-1 Urlu......... 1-.........1-('1") <(('I") <(co <;tD...<.o<: <.00<.0<::::'" ('I").........M<( rlOrlO , ~ ' ~ ~~~~ v~:( 2'-61" 2'-2": 1':1 3'-6" l ~ I I c.:, : FAMILY ROOM ~ ~ 19'-0"X 12'-0" 00 i ~~~~~iLG ~ ~ ~ : W <( I- 266x I I 4 L-. i 4'-10" 1'-2" 2'-6" 2'-2" 1,~3'-6~ : r4" FRAMEOUT- (-R\ ~1 (J "-', 1 DBL '\ I ; I '\ 4 Yc.:, : TOP PLATE \~~ . Y ('I 1 39'1/2" TALL .,},% = _ _ _ _ _ _ _ _, _ _ _ _ '-37"6-"-A-R-C-H- - .. / ~CJt xx' ~ .J -------r --------~ n <, ,,?-y, ,,?-.' = ~ : r ,I TOP @ 8' A.F.F. I -:p'@<o ffi a::_~1 1:1 l:a~ G I-w _ 0 f-I I I ',cO 4 Z - f8 tE: ~~ ----.J' <= - 1- I I' W -- '"' 0, C ~ - -'~ U - cD "', BL SINK D/W,: ~ C? I, LL - DBL 2X4 LO W - r: 151 ...J 0 LL.. .' t.::l- ;..LLI ~ ILL.. .-1 '1<( WALL to Z -' :J:I ~ =I~~: 4 13'-8": ~ : ~ 18'=f;"":}-- g :KITCl-IEN:~ = : O. ~ (p : 13'-0"X 11'-10" : ~ ;:Jl: - I ~w 4A :VAULTCLG :~ C";-J t.::l - : 0 ~ ~ II VI NYL I 00 Z -- -1-- " <( _ I a:: I 2'-~" a:l __ , I j ~ -: 10'-2" : ~3'-E": ~o: = : : o,T=1- --- <:ta:: - : ~'I >< 0 : Ilq - I- NELL.., =1.- -7 LL..- "('1"), : ~I I ~ Q 17'-81L" _ I W II I <(, ....J - rL 11'-911.2" ~ =I-+:a:: II ('I") 3"RET~RN\g: C? ~ <$ .:= COz tt - [()P"I If. 7'-0" ~ :3'-~ ~ : ('I") if 4F --;1 = <:t, <( '\ I 0) 3'-5112" ~ ~"'., ' ~ v' Q :2~6~' -; ~,1 ATTIC ACCESSi\ 3'.1", 8'.s'l>" _::1 .r__ _-~ _ rl - -N - 10' CLG '" r- 2X6 ~~;\'~;/~~~:I ~ ~ : ~ D 12 ~~C IN~~ ~ dr _ ~ ;}c- CARPET_ -= ~ -G.7.T. ~L~~ _ ~ "~;:;:n ~69L R/SH r:. I-VT~.<f<:= WALL 1'::-.// ),~IIII (= IIOPT.1 F:; A/C ~ (30' FRAME ~'k- -LL.lr - - - t!) ~ a:: 0 I-- L ....:. ~...JJ ~ l..' _ _ -\, 2868 ~IIL \'S-?/. 0$ to I I <:3 M Q 3 . - -" /........... I' III -.J 09 I' D 1YER VENT_ 1-c:::..-PROVIDE PLATFORM f14A.l 4 ~ I II :-> I ~A. V5 ~ (/) D... THRU W0\ ~- 31" HIGH FOR HVAC UNIT 8.1-1. ~ FOYER ('I") IlL - - ~ ...J ~ D~T~ ~.........8 ~~ r-s:Tt __ 18 (3'\ d. 10' CLG [3' ilL" ~8'~ / VINYL co ::J 6 ~ = 18 6 ,_______________, S-6 ~ :;, VINYL ~ ~ - - f8 X~8'-43/8" ~ = ~ -. S-6 S-7: ATTIC ACCESS : ~ .-1 g a:: = I LOCATE IN FIELD I rm c.:, - L 1l..."J668 R/SH ~ ;:= ....Jw = : 22"X36"MIN : Ull . ",,6068 , JJ4.- __ - __...I -------1-- ~~::: "__uu____m_" 21~~"w D.-J E L-- 506~~V 1[<_.-::1-- - I = KNEE WALL / -II 4 "'\ 1 e- = ~ ~ == (2V1\ 2 CAR GARAGE ABOVE ~ -~-.o/ 3'-1" 3'-10" ~. o;J == =_ ~ 8' CEILING A.F.F. (2K\ == ENTRY = (4\ ~ = 1/2" DRYWALL ON FRAME WALLS \ S-7 "'" - \ S-6/ - = R-11INSULATION IN FRAME WALLS ~ '\ - 12' CEILlI\G = ~ = ~ - 1/2" CEILING BOARD ON CEILING := A.F,F. = BEDROOM ~2 - (1815\ = PAINT ALL ~ ,"-' ---- ----------------- 1--- 11'-O"X 11"-0" = \S-5)\ == SEE SPECIFICATION SHEET FOR ~ \ = ---- ----------------; ~ 8' CEILlI\G t= ------ \ _ CEILING TEXTURE TYPE f-- ,J I-- CARPET ~ ~ ' __ _ _ _ __ _ _ __ __ __ _ _ _ _ _ _ __ __ _ _ _ _ _ __ _ _ _ _ _ _ __ _ _ _ __ __ , =- o;J (2) 2X12 W / t= ~ = N = - , : - -- I 1 - NOTE: CENTER -- I 1 - ~ - , 1 - N, "lIS' WINDOWS IN BAY 't-- I 1 - "" .')" __ I , ('I") (".:!o.' HOSE __ : I = 1S'.y EGRESS kJ-,J BIBB =- I C? r;:--....,5 : - I I" :~ 1 'V _ 1 i"- ~ I - _ : TYP. \. S-8 J\: t= 25 SH -I ~II-- - I I I-- I -- I I - 3'-0" 3'-0" _ I J - '- - I! III 160700HGD 1II11 - w o z <r: 0::: (V) eJO --.JO ON wI- ;?(/) <( - zO::: zaJ <( .....J 0.. SHEET NO. 2 OF 25 LAST PLOT DATE March 11, 2005 ~II' 1Q c:::::J 0 ~<(CO (j) W o t.::l Z o -.J :::) co -.J <( a:: I- ~ o (/) (j) W o U -.JMLL..>< COOLL..<( w1'-- OLL.. t.::l N ('I") <:t z('I") ('1")0 <(-.J ('1")('1") a:: LL.. N N o "00 .~ 00 CO (j) D... 00 co Lf) 0 r-:. r-:. <;tD...OO 0) <( <;t <;t 0) o ('I") N o Z ~ Q 1-, ...: 1'-- <l: I- O(j)~ E <;tD:::a:: ~ ~\jjI ~ LL.. -MLf) cooNZ ~~ ~ W 0 ;aM<d-<iw .....-J-''''''I- OLL..".....<(rl CO:::)U . ro"r-:. I- - <.0 (/).::coU~rl .-IQ.<;t:::)I-O)W L08.Ig:ffio~ O)<(D...(/)UZ 0 o o \0 w I- - 0 ::J 'I:j' Z U1 .... I:' o ci .... I:' - > I t\1 U1 ..J Cl' In - OJ 0 I ~ UJ (]'I OWMIJJ ~~M~ c..I..JM U1 La. .... I I- ~ OJ ~ U1 II I I- W .... ~ ~ i. I- o o UJ o z w (.:;l Z Cii~S2 0 Wf-(/)W::J oz(/):::!<l: OO-I> z:2:t:s:(/) <l:NWo::~ (.:;l"'~Oo ~O::OoO s:OWwU <l:LL -'f- o::o2=L5z O::Jo::(/)~ ~;;~OO:: 2=~<l:~i3 w ~ a:: () >-LL..z ZI-O <(Z- I- ZW~ -(/)> O OZO tsO<( Z :::)U 0 OZ- Owa:: I- a::~g D...-LL.. :r: ~~-OD... >- <( I a:: ~t::0 0... z: 3: U <(a::W O ....JW ~ D...ZO () (/)ZI -<((j) 2=~:::) D... a:: o U W ~ o :c (j) :::) M o o N @ FLOOR PLAN 32B,\ 1- ~~ S' (0 o ~ <t ~ ('I') S' ('I') S' ('I') ('I') 5' o (0 "f o Ii) 18; Ji/A I~~ C1? o "" 40'0" 18'-4" 21'-8" ,"'.4" ,~ 5'-4" 5'-4" 11'-0" 17'-0" 3'-10" l (35\ ~ ----u--uu---1 ~ 5'-0" o "" .-1 //////. ---- --~ / :/ :/ :/ :/ :/.:: , '7 ' : / : : / : /: /: , /, , 1/' , V: V: , .-1 ~ (0 ~ I' ::J ~ , = l,co 4" 2500 P61 CONC, SLAB WI ~': ~ i ~x~ 10/10 W W M, OV =R ~ MIL vI6QUEEN : I : r ) ,-, : VAPOR BARRIER 4 TREATED FOR TERMITE6~~: 1(, :'w/c : 4'-9" 2 X8WALL--- 1'1' L J --' - ---~: , - " (1\ \S-lJ ,I'" ~ ~~)j-~' 17-, , I, ' a 1/ LA V '\ .., / .. , , "f ('I') .-1 17'-2" C1? Ii) :/ :J :/ :/ , , LAV ,,~~-~I / : II 1/ ,\ / ~- ~ - - , ," ., -=-=--=-"',,- -- - - - -- -- -- -- -=-1, ....'- II ,. ....1> - - - - --. ....... I I 0: ',/ , " ~ ~ ',I = \ , I 0: " I <t , , "'0" TUB II II \ ('I') " ;> ~ II ' I, , ~ ~'\ 0 " ,,', /1 , , ~ " ." " '- ' , , , --------~~~=~~~===~~~~j , :/ I ,'/ '/ I.. .-1 ~ Ii) 4" WALL r - -'~- ---=-.:.....:..-~~- .. (-__-_-_ __-_-_~ _ _ J 1(" - -~ (D- - , , I, n I' I, II II ~':.-_-_..I_'-_-_-! J SII\K ~ C1? ('I') .-1 ~ <t '" - RECESS FOR SHOWER 4" SEE FLOOR PLAN FOR DIMEN. , ~ (0 ~ ~ ~ <t 1..--- - - - - ----::= I " I 16" X 20" CONC. MONO. FTG. W/ (2) #5 RODS (CO NT) 5' (0 12X4 WALe,_O" ~ , I (12\ \2Y 5'-8" 28'-4" 5' (0 "f ('I') q ('I') q <t C1? (0 q '-1" 3'-10" '.1" 3'-2" 6'-0" 3'-2" 2'-0" 16'-0" 2'-0" 7'-8" 12'-4" 20'-0" 20'-0" 40'-0" FOUNDATION PLAN SCALE 1/4"=1'-0" q Ii) C1? (0 q <t q <t c.;J z g; 0 ~ 3 ('I') o 3 ~ ('I') ~ Z 0.. o ~ C'Q o Ii) o Z 3 S' (0 l1( (0 "f Ii) S' ('I') LAV. TYP. @ ALL CORNERS ~ ~!'I o ~ (0 Ii) ----' S' ('I') 1.5" C.O. 2" 3" VTR .11 I I I I LAV. I: . 2" VTR Ja, I I I I I I I I ,5" I W.C. I 3" DBL SINK ~ WI DISP & 2" D/W l.-- ~D Jr VTR 1.5" I I I I HANSON I BOX c( j 1.5" --'"/ 5' o "" PLUMBING RI6ER N.T.S. q r-- 5' o (0 "f .-1 .-1 NOTE: MAXIMUM HT OF STEM WALL @ 8'.0" * NOTE: FILLED CELL SPACING AND FOUNDATION SIZES WILL VARY BASED UPON THE HEIGHT OF THE STEM WALL. SEE SCHEDULE ON THIS SHEET FOR REINFORCING AND FOUNDATION SIZES REQUIRE[ NOTE: CONTRACTOR IS RESPONSIBLE FOR BRACING OF STEMWALL DURING UNEVEN BACKFILL CONDITION 1-STORY STEMWALL SCHEDULE NUMBER/SIZE OF BARS MAXIMUM F.C. SPACING (O.C.) IN STEM WALL STEMWALL HEIGHT (h) FOOTING DIMENSION d b LAT. ::9 .-1 "" 0'-0".4'-0" 10" 4'.8" . 6'-0" 10" 6'-8" . 8'-0" 12" 16" W/ (3) #5 BARS W/ (3) #5 BARS 127.2# 6'-8" 20" 210# 4'-0" 24" W/ (3) #5 BARS 374# 2'-0" NOTE: 1. VERTICAL REINFORCING IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE. REBAR NUMBER/SIZE I" h" FINISH GRAD , " 3" COVER TYP. l-STORY BLOCK WALL (1) #5 CONT. TIED TO EACH VERT. REINF. BAR SCALE: N.T.S. NOTE: REFER TO DETAIL 34/5-1 FOR TYP. STEP FTG. lJJ () I- o Z lJJ ~ <t: I- o e w 0:: ~ :J o CJ) W ~ LL.<:(O::: '00:::0 W LL.LL. ~W"",f- O"",Z ~-O::) x~o:::o o::)LL.U O:::OzU o.."",w<( o.."",~,- <(0<(0 wO:::f-z O:::LL.w <(zo:::o ow<(o w~(/')o f-;::zz o 0<( ::)w-w Oo:::(/')~ (/') <( Z . w(/')w<(z ~z~EEQ <(000f- t3ii50:::f-() 06J0~:::J LL."",o::uo.. LLJ""'wOo.. 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TYP."" wen '" gs ~ !oPT.1 ~" "~l\-" _ _ _ _ _ u u _ _ _ _ u u _ _ _ _ _ u u _ _ _ _ _ _ _ u _ _ u _ u _ _ _ u u u )YQW-, _OJ'HCL u _ _ _ u u _ ==_ ~u _ _ u _ )YQ~C9PHCl._ .'\ "/////I/~////V/////////ifV/./,.l'A ~ /////,U/7Y/ A 0: :~ ~ -;-~ @U[_ ~;i~~~~~~~N _~:u~ 'TJ i- ~m mu __uu _mm , 1/ ,( 3 \ ::c \ S-l) S-l EDGE S-l Ii) : : 0::: (1'\ :/:~ ~ "--Y ...; , , N @ : /: 5' - 7" Ci ,_ cj I 10' -0" " 2' 9": : ~ i / l_____ u___J_u____m;:?IE;~P9_~~_3"!?:uuL-~; ~~J-D (~ ~/////IJ"~ ,.. ~~ S~ ~ ,- - - (- 4'\- - u - - - - ~El~~~~X ~ -~~~" f1~ - - ~'''''''~J~''''' @J / \2Y \2Y ~ 3'-0" X 3'-0" X 1'-0" (0 .-1 W/ 4 #5 EW. TYP. , , , , , , , I , : , , 0: z, 0.., 0, ~' 0: 01 ZI 3: I , , , , '. ,/ :/ I ,/ ' : / i : /: : /: : V: : V: , I", : : l7 : IV""'" I I 'V' , I 'V I , , 'V 1 , I 'V' , , lV' I I :V: ~ , 1..6' ' (1 \ : V \2Y 0 INDICATES FILLED CELL " V ~ ~ W/3000 PSI CONC. I, V O'l ('I') FROM FTR. TO BEAM I I, V .-1 0.-1 WI 1#5 REBAR TYPICAL ~ : ~ ABOVE SLAB. ~ : V Ii) HOOKED FTG. DOWELS 17" I ',V .-1 , -PROVIDE CHASE EMBEDMENT W/ 25" , 1/ :, Vv rArrrI FOR HVAC UNIT EXT. ABOVE SLAB : V ~ : 1- ~-----, 8'-5" 10'-11" 8'-8" 2'-6" 2'-7" 2'-qJ~' : lr ".~u_~, , : : ~ ~tl~=jt~~ :=~"=~ ~~~: ~ i ~ j : / , "''''''' ,,(~~ -:~--~~ ~ ct ,__ ~~~_A_L~ u__~~~~~SL~ : '~ "" ',I CI,';"'" -- , /' ' I '- :, I, ,AI , ,I "J 2X6 WALL C)'o-;; ,- - - r - - l r------1 , : y: : ~ :'" ': -11/2" X 5 1/2 ~ " w- - -.J I( ~ ,: :. i . /// / -;-; / ;-;;;;;;';;L/.I/ /// / / /;-; ;, / ;, ;, : RECESS @ ENTRY ',-,/1 ('\:1 I::~ '" ... ~V '-;-------------~-----------------------------------r----~----------------------------------- -------,~ / ' 1" PAST P.T.GREEN LAV \_/ II gs Ii :~ ~ : [>< : STEP DOWN 3.5" , (1'1\ i: /: ~ VERIFY W/G.C ~ W/C I: f- :: :~ ('I') : V il I \2Y :: / : (6\ r-- :l J' ,~ , / , I' " ,. 6'-8' \ S-l / 10" 12'-0" "--.-/ '- I Z , " ,/ ,"=-:/' l- I r, 0 II / : /: ~ I ~~ / ~_u_ - uu___uu_u_ -~ / :/: go:: , '~,J/11J U " / ' '--.Jw '~...... :;; ~~ jl : ~" :_u~ EP-COWr9} "----: / i 16" X 20" CONC. MOI\O. ~/ : <:( ::) , ~'-' "l" ~ ' FTG. WI (2) #5 RODS V I L it al , ~ : -, '"" ~ '/ -, : (CO NT) , ,7 0:: F!: I (36 \ : /: 4" CON . SLAB en: : V , : / w 3 \ C:::-1 ) , /, W 8'&J< 8" THK' N :S, / , V ' : / > , ~~ : /: E[GE~ ~ : / : ~ : L: ,__________-L__f-_~.J._____~// : ~ : // 'Vl7 ,/, , , '<t, (0, , , , : /' I, / I V , /, (2\, a:l I "", <t __ __ u": u__~_ ' , , :s : 7 ,- - , r : V :/' \2j) ~ I :/, S' ,/ :V : / U I ' 'C1? . , / : V ,/ ~ i~i"" (3~:/ 'V ; ; i : 7 ' ~1\2Y r-l ~ "'" (1\ @Ii) I. i / , @-+ ~+ ~ ~~" "" \gJ /" : ;; I : V : ~ ~ ;>, ',,______ u______~//I /,~~~0 I r9'\' V I IV " ~\ , / ' 9 ' I /Vf:l '<~;:-. III' .-7,'.<'I~" , I 'V I ' r-- , / ' , I 0 ~___ ____ _____ ___~ ~' -+-:" / : \2y: V: r-:. WOW. OPNG. HOSE, , , I 1/ ' S' BIBB' / ' I : I / : , , ~ ('I') : ~j7ij -- - _u ----- ---- ---- -- itii. : I I iffjjjJ?jb. .r. .~.. j .W.M, TO BE .. ;;: ., TIED TO #5 CONT. REBAR -~ COMPACTED CLEAN d" FILL )' b" 1/- SEE SCHEDULE "7 FOR REINF. STEM WALL FTG. llJ o z <( 0::: (V) 00 --.JO O('\J w~ ~C/) ~~ zaJ :5 0.. SHEET NO. 3 OF 25 LAST PLOT DATE March 11, 2005 o o I.D w I- - 0 ~ ~ r- I:' .- I:' I N lJ' 111 o I 1.0 IJ' W M YJ ~ M I:' o I I M U1 I- U1 W ~ z o 0 - > U1 ...J - OJ > o ~ 0. I ~ ... ...J lJ.. ,.... ~ 0] a. I r- I ~ .... Z o o 1.0 o z w S2C1)~ Cl)I- 0 WI-CI)W::J OZCI):::!<t DO-I> z~t::3C1) <tNWCI::~ <.:lr1~00 Zo:OOO :;:OWWU <tl.L. -'I- Cl::o~L5z O::JCl::CI)~ ':2~~00: ~':2<t~a lJJ ~ 0::: () >-LL.Z Zf-O <(Z- I- zw~ -(/')> O Oz 0 t50<( Z ::)UO OZ- OWO::: I- cd:: g o..-LL. :r: is:!~<t wwO::: ~ en::c f- f-f-6J Of-U 0:: z::) . >-00.. >- <:(::c 0::: ~t::o 0.. z: 3: u c::ro:::W O -.Jw~ o..zo r"l (/')z::c "'-J - <l: (/') ~~::) 0.. 0::: o U W ~ o ::c (/') ::) ('I') o o N @ FOUNDATION PLAN OPEN TO FAMILY ROOM o .' 00 12" RAISE BAR I................J...............J []]: SINK D/W 8" DEEP OP'G D? lO 3680 ARCH KITCHEN 4t ~ OPEN TO KITCHEN 8" DEEP OP'G 7" FIN. FLR. 3680 ARCH 12" RAISED BAR FAMILY ROOM~ C? "" C? 4" DEEP RECESS ~ M S' 00 2'-0" <":l M FIN. FLR. S' "" FIN. FLR. <t , 4" DEEP OP'G ?? lO 3'-0" ART NICHE~ ARCH DETAIL~ S' "" o .' 00 FIN. LR. 10 0 01 \ MIRROR MC r.........----:I........... j II I I, I L-...J L__ SOFFIT TO SLOPED CLG. [~:][:--_~..~I r-rwr-., I III I HOOD ~-~ I III I . . . . . I III I [ -C:=:J = I II II r l. 0 I III I I _~_ i I ~ I'- REF RANGE ELECTRICAL LEGEND $ $2 $3 $4 $DM DIMMER SWITCH .......T-m....] ]:-1 i i ....._.LJ u.. ~O--l M 0---1 .' 0 <l: M I- $: FIN FLR. -9- :6: KITCHEN /i0... W- 0) C di d)wp diD ~ EJ ~ @) S ~ ~ NOTE: VAULTED CEILING IN KITCHEN 7'-8" TO' 7'-0" " TUB,' '.... - "," W/C BATH 2 4f S' 00 S' 00 10 0 0 0 01 MC MIRROR KNEE SPACE 12'-0" \ 24 SH TEMP. tIC{tO'i'6'; , , , , I TUB" , MASTER BATHROOM ~ S' "" ~ 8" DEEP OP'G ?? lO 3'-1" IN. FLR. DIAGONAL WALL ARCH DETAIL~ ~ If) S' 00 KITCHEN AREA FIN. FLR. SEC. THROUGH. WALL -0 INTERIOR ELEVATIONS REFER TO FLOOR PLAN & FIELD MESUREMENTS FOR DIMENSIONS. SCALE: 3/8" =1'-0" C? o .-1 FIN. FLR. SINGLE POLE SWITCH DOUBLE POLE SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH ~ SMOKE DETECTOR ~ FLOOD LIGHT 1___________] FLUORESCENT LIGHTING , nun un, TRACK LIGHTING CEILING FIXTURE CEILING FAN 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 (/) I~ U @- DISP o DOOR BELL CHIMES DOOR BELL DISPOSAL LCJ ~ o CD o [@] [EB] DISCONNECT SWITCH T.V. CABLE OUTLET TELEPHONE CABLE OUTLET RECESSED LIGHTING PREWIRE SPEAKER JUNCTION BOX THERMOSTAT LOW VOLTAGE LIGHTING INTERCOM SYSTEM GARAGE DOOR PUSH BUTTON WATER PROOF RECESSED LIGHTING BATH FAN BATH FAN W/ LIGHT NOTE5: UNLESS OTHERWISE I\OTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) 8" DEEP OP'G o S' 00 00 . I lO 71h" 61h" 3'-1" ARCH DETAIL~ FIN. FLR. KITCH EN BATHROOM LAUNDRY ROOM EXTERIOR WATERPROOF GARAGE GENERAL PURPOSE RANGE 44" AFF 39" AFF 36" AFF 12" AFF 42" AFF 2" AFF 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE, SECTION 905.2 6. PROVIDE AFCls (ARC FAULT INTERRUPTERS) IN ALL DWELLING UNIT BEDROOMS PER NEC, SECTION 210-12 S' .-1 o ~ D? I'- lO 61h" 1h" 3'-0" ARCH DETAIL4 #4 CU GROUNDING1 PER NEC 2003 EDITION I I 1 I I I I I I I I I 1 I ~CTRICAL RI5ER DIAGRAM V 200 AMP. 5ERVlCE NT5 ----------------------------------------- BY POWER COMPANY IOPT.1 n I I ~ C = J:< r,'cr: = ) ~ A\FAN OPT. I I'PREWIRE U\ ....-- / / , I ~ /~ ... ~ \ 1 ~ " , y ... - - - -......... _-L- - - - ~-~ ...~~~A~~l- -- -- -_... _ _ _ _ // ( I I PREWIRE 1 u~ i 1/ 0)-9- i /ATTIC ELECTRIC : /" IF REQ'D BY CODE : G - --I I I \ I \ ------ "'" \ \ J G ~ GFI '" , ---- - -- '~ ";'--6 \ ' 0 \ \ ~ ~'" ~ UNDER l COUNTER GFI' I I ---------- ----------1 ----- --- I ~ ""'n , \ I W C = J:< r.:cr: = ) A FAN I \ PREWIRE U IOPT.1 ~ IOPT.1 ~ IOPT.1 D----~ '\ I ~ / ~ / C = J:< r0r = ) / /1\ FAN I \ PREWIRE / / UIOPT.j ~ ! I IOPT.1 I ( \1 ./' / , ..-- - --- , "-A / '"(', "" / / / r;: --;;-::1 ::- - ~ I < \ I ~ I II ',\ / ,/' I, ~ " 11- ~ -I '11'-::-/ ,-:;'11 , II \ ~ t.L ....::.-::... .J \ / Z o f= <l:0::f5 UWI- Oow --I :::! :2: C G:~ . -coU 0:: " W w:>--I >:>w I \ \ \ \ \ \ Z \ \ o ~ ~ 0:: \ "'- u--IOW C2 W --I :3 '" I-z>-- '" u<l:lL.~ wo--co --I 0::" W ~$: ~ --- , '-<I- ,"'" \ \ , :--...-...d}-~-----: : ATTIC ELECTRIC : ~If REO.' D_BY DUDE.. _ ; "'--.. WP GFI:@ -~ ~: I ' n -- /' "" , \~' C = ~<cr: =) IOPT.1 A FAN I I PREWIRE U I IOPT.1 I I FOR GARAGE DOOR OPENER \~ \ I =======J============== I / I I / / -/ "" "" ~ "Q) "'--.. IOPT.1 HOSE BIBB ....J\..- '( " , CO A C H LI G H r-----.... ....JJ X ..cBACH LIGHT IOPT.j IOPT.1 ----- -- --- --- ----------- ELECTRICAL PLAN SCALE 1/4 " = 1'-0" w () f- o Z w o <C f- o o u... w 0::: <C :J o en W :2: u..<l:0:: '00::0 W u..u.. ~W"""I- O""Z :2:-0~ x~o::o o~u..u o::ozU o-"""W<( O-""~I- <l:0<l:0 WO::I-z o::u..w <l:z 0:: 0 OW<l:O W~(/)o I-;::zz o o<l: ~W-w oo::(/)""" <l: Z "" . ~(/)W<(Z <-,z~8:Q ;::Qoo~ o(/)O::I-u o~Q~:J u.."""o::uo- w""wOa.. 0:: 0 1-05 <l: <l:--I~ --I ~ --I . 0:: --I o(/) <l: (/) 0 <l:~ 0::--1" w--IO ::::J>~zo:: <(0:> <l: 0 en Q)Q)--I (J)1U~ Q)._ 0 Q)Uu; ~ ~ ~ I en 0 (J)ns8: Q,)c8 - '0.0 u: ca'- - ..(1)5:: OQ,)w e"Cu W <-' O'J 0 I ~ N Z I-.(/) $: CD <-,Zw <(CD~ (/) ~ Q 0 0:: N t.D tI) . 01-0 o.-i=!:l: Z 0::...... (J) CD..J 0 Wz.......u w_Ll)u, W<l:~<-, II=!:I:. i= ~tn-z I-I-..JLU ::) <-' 0:: U 0 0:: u.. u. Q. .... ZW~--I OOLLiz 0 W 0 (/) S (/) u.. Z Q. LU tI) WZ(J)COZOO .0 Z I~zwQ::Ji=ZO::: I- 0 oo:r I (/) <l: 0:: ~:J c" Ou..Z....JI->wOoln Vi <l: 0- I W (/) 0- 0:::...; I.IJ I- W --I I- 0:: 0 --I a::l..J C ~gC2~MZC2c(LU ~ cow~>-8<l:~ c:( C W--II---I""OI-~J: ~O$:~~I~~c:(~ 0:: 0:: "" I- <-' 0:: U c: 0 2~tn8~u;tnDD Li Z 0::0 W- I-~ U o . --I U . W~ u:J<l: C\I mCJ) O--.J C(--.J C\I- L!)I ~$ ~W ~- L!)> ~~ >-W 0:::0::: OU ~C\I Zm w~ >0 ~--.J 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. ~-----------------------i)l:~\f~~~~~~~::::~~-~ : METERSOCKET~ ~ : I I I I I I I I I I I : c::=:::J c:::=:=:::J : 1 ~ : L 11/2" RIGID NIPPLE WITH ' 2 #1 AND 1 #3 CU THW CONDUCTOR ~(/) l.OZ '0 N- ~(/) > W ~ Z Z o 0 U5 U5lD -iJ')-0 >0>" W"W.-1 0::00::.-1 UriU" I-"I-M <(M<l:CO ~~~~ M"M<l: ri0.-10 , ~ ' ~ iB:2:iB:2: w o z <( O:::('f) 00 -.JO ON w~ ;?(/) <r: - zO::: zCO :S 0.. SHEET NO. 25 LAST PLOT DATE March 11, 2005 ~il 1Q c:=J 0 ffi <( CO (J) W o <-' z o --I ~ co --I ~ 0:: I- :2: o (/) (/) W o U 058 t~ wI'-Ou... <-' C'\l M '<t ZM MO <l:~('l,)M 0:: u... C'\l C'\l o . 60 .~coco (/) a.. 00 00 iJ')0 r-:.r-:. '<t 0- 0 0 O'l <( '<t '<j" O'l o M C'\l 6 Z 00 0 ~ D? ~ I- b(/)r::::! E ~f5gs iB ~ <l: W :r: 0 ~ w..: ~~ "" as MO iJ') <-' <l: .-1 "" Z rl ~~ ~ W 6 .c eM ,--Iw ~ ~--I~C21- co o u.. D? ~ ().-1 :2: 'cc"I'-I-_tO (/)~OU~~ ,',; a.'<j"~I-"" ........ .-1 0 0:: 0:: . I- lD a. I I- W 0 <l: O'l <l: 0- (J) U Z 0 o o \J) W f- S 0 ZU1~t' o ci ~ t' - > I L\1 U1 ..J ID LO - III 0 I ~ \0 ID o ~ M ~ ~ 0 M I D.. I ..J M U1 lL ~ ~f-<{OO ~ U1 a. I ~ W ~ ~ ~ .~ Z o o \J) o Z W <.:)(/)Z (/j:r:~ 0 Wf-(/)W:J oz(/)='<I: Q-:r:> ~:;;:t:::(/) <l:NWa:~ (.?rl~oo ~a:ooQ ::OwwU <l:u... -'f- a:o~L5z o:JCl::(/)~ ~~lJJoa: :r:(/)t:z::J f-_<l:<l:U w ~ 0:: () >- u.. Z ZI-O <l:z- L- ZW~ r- -(/)> OZ- OWOo Z ~uC3 oz- owO:: L- o::~g r- a.. - u.. I ~3 ~ wwO:: o CO:r: I- I-I-~ Ol-u 0::: z~ . >-00- >- <l::r: 0:: :2:!:::O 0... $:U ~o::w O -l W :2: o-zo 1" (/)z:r: ~ - <l: (J) ~:2:~ 4 a.. 0:: o U W :2: o :r: (/) ~ M o o "" @ OF ELECTRICAL PLAN * G.C. VERIFY ROOF PITCH GENERAL NOTES: ROOF PITCH VARIES PER SUBDIVISIONS (5/12 OR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. 5i~~~ r"@ ~ 'u ~ ~ <( CO ~~~~ I CI) 0 0 en cu g: ~ Q)C8~ - '0.0 D: -I ca.- -:J -..J ... CI) 5: co <( OQ)W 0::: "C U f- E ~ ~ 0j~~ t3 ~ ~ -II'")D: -"""- L=JI'r.'\ co 0 I..!... ~ p)~U) wl"-Ol..!... ~N I'")~ zl'") 1'")0 "J~ "(+1 0::( -I I'") I'") ,- ~"'" O:::I..!...NN ~ 0 '00 .:20000 u::J (/) 0.. C9 C9 LflO 1"-1"- ~0..00 ~ O'lo::( ~~ W I..!...~O::: '00:::0 W I..!...I..!... ~1!S~~ ~-O:J UJ X~O:::O () O:JLLU O:::OZU I-- o.."",Wo::( O o.."",~,- 0::(00::(0 Z WO:::f-Z O:::LLW UJ o::(Zo:::O '1""1 Ow<cO ......." W~(/)O <( 5~6~ I-- :Jw-W o OO:::(/)~ o (/) 0::( ~ 0::( . W(/)~0:::6 LL ~Z_I..!..._ 0::(000f- UJ 5U50:::f-(3 0:: o~Q~~ <( LL"",o:::Uo.. W""'wOo.. ::J O:::Of-ilSo::( o o::(-IZ -I :J-I-.O::::;;} (j) 0 0::( (/) 0 ~...... (/)0:::-1, w-IO ::J>~ZO::: 0::(0;:.0::(0 VENTILATION CALCULATION ROOF CRITERIA " , ~ , 2'-10" 4lt 2'-10" ~ , II , -12" OVERHANG U.N.O. -PLUMB CUT FASCIA -ROOF PITCH PER ELEVATION .WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) -SHINGLE LOADING FORMULA = S.F /300 (1/300) / 2 (INTAKE vs EXHAUST) * 144 (TO CONVERT TO SQ. INCHES) = NET SQ. INCH REQUIREMENT o I C\J ... "" " 2'~r" -~...- f / 0= ...-iOO , ... "" 2283 TOTAL 548 SQ. INCHES OF 6 TOTAL VENTS S.F VENTILATION REQUIRED REQUIRED 9'-8" , ------- , , , 1,4" 1" 6"'" , , 4' OFF RIDGE j VENT /1 I I I 1 I ~ ~ I I 4' OFF RIDGE VENT J L~ ...Y( I I I I I r--.... ~12 ~~JI L1J J I I T I J LI lLJJ L~~ ./ J J I I I I I I I I I I I J "">...1 1 1 5.9 ../1 I T I I I J I j I J I I I I I I I""'l: I 1 I I I J I I I I j I J l J L J I I I ~ 1 ~ IT I I I I I I I I I T I I J IT I r I ~ /11 T I J lJ LJ LJ lJ lJ lJ 11111 .....--1 I I I 1 I I I 1 IT I 1 I j I I J L J I I I 1 I .A"'" I I I 1 I I J L J L J I I I I I I I I T I I I I I /" I 1111 II III J I J IJ I I I II II III A'" I I L J L I I IT I I I I I I J L J L J I I 1 I 1 I ./f I I lilT I I I I I I I I I T I I r I . 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FLR. - - - -,~ z z o 0 U5 U5Lfl -11)-0 >0>....... w,w,..., 0:::00:::...., U""'U' f-'f-I'") o::(l'")<Cco <;to..c.o~ c.ooc.oc::::... 1'")'1'")0::( ,...,0....,0 , ~ ' ~ ;g~~~ N(/) l!)Z NO ~(/) > W ~ RIGt-iT ELEVATION" CD +32.9/-39.2 NOTE: 1'0" OVERHANG SCALE: 1/4" =1'-0" 4' OFF RIDGEl VENT ~ .. ~~L';, 4' OFF RIDGE l /!~:'~"'T""-r""r"Y"r..L~T'. .J-r'....i VENT ......-c..,....JuuuuL..,...~.....:L...l.-.,.....L~.....v..~ ~,s.., ~i -c.. i i i i L~""""""-. ""-- ~L ~~i I! Y....r.. ....r..9~ 12"~ ~ 1.....1 ~....L,J....r...r ['T'2~ ~....jJ:u~ ,~~, .'~': T 1: l-cJ~ 12FRIEZEj~~~~ ~~i1_J{L~~:::.]I....._~; i.. ............. ~ A....J--T ...: u"'LJ KEYSTONE --, ;r~....L;a':'T'" r:r:r.~':.;....1 r .L~rl-r ~ ~h \I 00000000 00000000 DDDDDDDDL- 6"~DDDDDDDD 2"J 4' OFF RIDGE VENT 4' OFF RIDGEj ~ 14' OFF RIDGE VENT ......-(' I ~ VENT ./l 1 I .J'-........ ~.A'" 1 I I ~:-r ~ 1 I T I J ~ ~ I ~ .LJ 1 II -I............ ......-1 I 1 4' OFF RIDGE VENT] 4' OFF RIDGE VENT I 1---. 12 .-LJ J II I j I I I I 11 I I~ ~ A I r I I I T 1 I I I I T I 1....... 5,91 L ~ J J l I J I I J J I I I T I IT I I I I I I T I I I I I L I J 1 LT'- r....... /"I I I I I I I I 1 I 1 I I I I I I I I I l~ A I I I LJ I I II 11 1 I III I I I II'---.. ./ IT I I J L J J 11 I I I I I I I 1 I 1 I I J I J L~ /1 I I I 11 L J I 1 I T I IT I I I I 1 I 1 I 1 I r-..... ./ I I I I J I J L J J I J J I I I I I I 11 I L J L J I I I '-...,. .....--1 I I I I I I I IT I I IT 1 I I I I I 1 I 1 I r I r I J I l"'--. ../ 11 I J L J l J L J J I I I ill I T I j L J L J L J I I J L~ .../'1 I I I 1 I 1 I I I I I I I I T 11 I I I I I 1 11 I I I I I I I 1 Ii'-...... /1 I I J J L J I I I I I I I I 1 I 1 I I I I J I I I I I I I I J L L':::::::"'" N (j)C/) O--.J O--.J I N- 1.0 I ~S ~W ~- 1.0> ~tn >-W 0::0:: OU I--N Z(j) WI-- >0 ~--.J @ SEE COVER PROVIDE CRICKET EACH SIDE OF ENTRY, w ~ 0 UJ 0 0::: Z U >-I..!...z Zf-O - <Cz- <( I-- zw~ -(/)> 0:: 0 OZo (V) t300::( (.rJ Z :JUO 0 oz- OW 0::: -.J 0 I-- o:::r::S o..-LL WO:::-I 0 C\J :r: 0:::3:0::( (!) wwO::: WI- COIf- - f-f-~ Of-U ~Cf) 0:: Z:J . >-00.. <(- >- o::(IO::: zO::: ~!:::O 0... z3:U zro ::so:::W 0 w~ <( o..zo ....J U (/)ZI 0.. -o::((/) ~~:J SHEET NO, 0.. 0::: 0 5 U w ~ 0 OF I (/) 25 :J I'") 0 0 LAST PLOT DATE N March 11, 2005 @ ELEVATION ------------ ~ 12 5.gf- --'~ -,---- ---j I EB 1/ ,,~ JCB)25 SH 25 SH@ I I ~ U o -I co LL o 0.. o f- W I- :5 0.. 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FLR. ~-----' -- CD 10068 SG D F REAR ELEVATION (2) 3068 WI 0 SCORED FAN ~ DETAIL ABOVE @ 16' X 7' 32 PANEL OVERHEAD DOOR NOTE: ALL TRIM I BANDING TO BE CUT / SCORED FINISH NOTE: 1'0" OVERHANG SCALE: 1/4" =1'-0" FRONT ELEVATION II NOTE: 1'0" OVERHANG SCALE: 1/4" =1'-0" ~ 18-8-0 21-4-0 I" l ~ U.N.O. 40'-0" \ ~ oM \ ~ / > ...... --- --- --- --- --- --- - -- - - - '" - - --- 171 --- - - --- --- --- - -- --- - -- - - - - - -- --- - -- - -- - -- - -- - - ~ --- --- --- --- - - - - -- --- - - - - - JV1' I " ('1') 9. 1 A "J01 > I I ...... ~ - ~'\ I I 0 ~ ~ II) II) II) II) II) II) II) II) II) II) II) II) II) II) ~ c;'> I I ~ I I > > > > > > > > > > > > > > > ~ ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... q I I JV3 ~v J03 I I V 0 ci:J ~: :y ~ A09 " '" / q 10 I~ (i8b\ ;..., I I 1'eI "\. oM ~ I I A08A ~ ~ V15\ [!] / I I I I ~ 3 5'-0" I ,I I I I I I I A07A ~ / I I I I I I I I I I I A06A ~ / / I I I I I U I I I I ........ 0 I I A05A~ / / I I I I o;;t I I ~ I I 0 I I I I A04A ~ / / I'- I 1 I I I I I I I I I I A03A~ / / I I I I _I- ~ I I I I I I A02'" / I I I I U.N.O. ~I I I I I I AOl I I I I I I I I AOl I AOl I I I 12'-0" I I ~ I I A02 /" ~ A03/ ~ I I I I .N.O. 11/ I I I I A04/ ~ I I I I I I C9 I I I I ('1') II) A05/ / "" ~ I I I I I I I I I I ~. 2 Aoa/ / ~" I I C I I I I ~ oc;; ~ I I "- I I Ii / / " ,,~ I I I I I I I I A07 '" I I L/4\ ~ ~ / "'\ ~ I I ~ ~ I I I~ "I I A08 f-- ~ "" " I i"'-..... 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HANGER SCHEDULE Lh 1.PL Y TRUSS = SIMPSON HUS-26 ~ 2-PL Y TRUSS = SIMPSON HGUS210-2 8 3-PL Y TRUSS = SIMPSON HGUS210-3 ~ VAULTED - OR - SKEWED TRUSS 6 SIMPSON LSSU210-2 3125 Reynolds Rd., P.O. Box 1606 Eaton Park, Florida 33840 813-665-1309/ 1-800-940-8787 0 ~ (D II) UPLIFT VALUES & CONNECTORS ZONE UPLIFT CONN. 0 MWFRS < 14901BS. @ ~ COMPo & < 14901BS. @ CLAD ~ MWFRS < 1174IBS. SEE 15/S-7 ~ MWFRS < 4501BS. @ - ~ 0 ~ 0 [2J 0 TRUSS LAYOUT II SCALE: 1/4" =1'-0" W l.J....~a::: '0 a::: 0 W l.J....l.J.... ~i!S~~ ~-O:::.l W x~a:::o U O:::.ll.J....u a:::OZU I- CL"",w<( O CL""'~I- <(0<(0 Z wa:::l-z a:::l.J....w W <t:za:::o '1"'1 OW<(O ......., w~r./')o - I-<(zz 1--.... 0 I- 0 <( O :::.lW-w oa:::r./')"", <( z "'" . o ~r./')w<(z LL <.::iZ~tEQ <(0001- W t;u;a:::1-5 0::: o6]Q~::J <:( l.J...."",a:::UCL W:::::WOCL :::> a:::01-05<( a <(-l~ -l :::.l-l .a:::-l (/) Or./') <( r./') 0 <(~ a:::-l........ -lW-lO -l>~za::: <(O;:o.<t:O t/) Q,)Q,)-l CI)~~ Q,)._ 0 Q,)(.)r./') ~ ~ ~ I t/) 0 Cl)cu1i: Q,)c8 - 'OJ) u:: cu.- - ~t/)t;:: oQ,)w E "C u W <.::i c.) I ~ ~ Z I-.r./') S: <D <.::iZw <(<Drol ~ r./')~Qo a:::N<D (/) . 01-0 OM~ Z a:::z<t:u wSQ~ii 0 li:J<t:~<.::i II'*". i= ~tn~z I-I-....lLLl :J <.::ia:::Ui5 a:::l.J....u.a.. ...J ZW~-l oOu,jz 0 WOr./')Sr./')l.J....Za..LLl (/) WZr./')enZOO ~C Z I:::.lzw9::Ji=zo:: l-o<t:Ir./')<(a:::3:J CJ l.J....z....Jl->wOo!:a Vi O<(CLIWr./')CLo::..; LIJ tnW<i!t::a:::o<i!CO....l 0 wga:::s:('1')Za:::c(LLl c( enw:::.l>-8<(:::.l ~ 0 W-lI--l~OI-~::C ~os:g~:c~g~~ c:: a:::""'I-<.::ia:::oc: 0 2~tn8~u;tnDD ii MARK UPLIFT CONNE TION CROS -REFERENCE SIMPSON STROI\G TIE CAPACITY SPF USP MANUFACTURING, INC. CONNECTOR CAPACITY SYP SPF HTA16 1500 1500 HTA16 1500 1500 RT7 585 585 RT3 550 475 HT A20-18 1200 1120 "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. CONNECTOR HETA16 HETA20 H2.5A H3 META20 HHETA20 Hl0 MTT28B HTT22 HD2A * HD5A * H D6A * FASTENERS 9 - 10d x 11 2" 9 - 10d x 11 2" 10 - 8d 8 - 8d 7 - 10d x 11 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 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 TD2 T05 T06 JUS26 TH 026 TH 028 MTW12 MTW16 * 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. U 2 HUS28 MTS12 MTS16 MTS20 MGT LGT2 HGT-2 HTW20 SPT22 SPT24 1245 535 605 520 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" N mCl) 0-1 9-1 N- L.()I ~$ ~lLJ ~- L.()> ~~ >-lLJ 0:::0::: OU I-N 2m WI- >0 ~-I 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 1530 715 895 1315 C\J(j) LOZ '0 C\J- r-i(j) > W 0:: z z o 0 u; u;1I) -II)-O >0>........ w........W.-1 a:::0a:::.-1 U.-1u........ 1-........1-('1') <t:(")<(en o;;tCL(!)=<: lOOlO' (Y)........('1')<( .-10.-10 , ~ . ~ ~~~~ w o z <( 0:: (V) (.90 -...10 OC\J I- ~cn <( - zO:: ~co 0... SHEET NO. 25 LAST PLOT DATE March 11, 2005 ~il' tQ c::=J 0 ~<(CO U) W o <.::i Z o -l :::.l en -l <( a::: I- ~ o r./') r./') W o U -l (Y) G: >< enOl.J....<t: wI'-Ol.J.... <.::i~ ,,')o;;t Z ." (Y) 0 <( -l (") ('1') a::: l.J.... ~~ o . 00 .~oooo r./')CL C9C9 II) 0 I'- I'- o;;tQ..OO O'l <t: <;;j" o;;t ------ O'l o (") ~ o 00 00 r-:. z Q ....: l- E ~ ~z g (Y) II) a .-1 eno~z .-i ~~ ~ W 6 .c c (Y) ..t <i! W ~ ~-l.-1a:::1- co 0l.J....00:::.l5oM ~ . co. r-:. 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" , ..., o 0 8RF40 OB/l T @ MATERIALS 1. f'c precast lintels = 3500 psi. 2. f'c prestressed lintels = 6000 psi. 3. grouted per ASTM C476 f'g = 3000 psi wi maximum 3/8" aggregate and 8" to 11" slump. 4. Concrete masonry units (CMU) per ASTM C90 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. GEI\ERAL INSTALLATION NOTES , :p"" , .. ., . ., , ',.. .., ,.. " , ~ ~ .. .. . 110" ~ ' .... .... . ., . .,. " , . "" ....' ., . " , ,.., " " o 0 8F16-0B/l T (f) W:c,' ...II .., .. . .~ ~ ,.. , " . " . o 0 8RF6-0B/l CD . :0" ~ ".. ..~. ..~ ' .,.. ~ ,.. .. . ..., .. ~ , "" .. ' .... .~ ' ..~ . ',. " , . ." ,......., . . ' ',.. , .. '. , , "" .. " ..' .., . .~ ' .,. , .". , -, , , . "" , , .oil" .~ ' ..~ . ',. , ."..~ ~ , ..' .~ . '. ':Q.' . o 0 8F28 lB/l @ ~ROUT 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required, 3. I:!s~allation of !intel r:1ust cOr:1ply with the arch:tectural and/or structural drawings, 4, U-Lintels are manufactured With 5-1/2" long notches at the ends to accommodate vertical cell re,nforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity, 7, 7/32" diameter wire stirrups are welded to the bottom steel 'or mechanical anchorage. 8. Cast.i:!-place co:!cre',e may be providedn composte li:!~el in lieu of concrete masonry units, 9. Safe load ratings based on ratio:!al design analysis per ACI 318 and ACI 530 10. Product Approvais: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11, The exterior surface of lintels installed in exterior concrete masonry wa',is shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coati'1g. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load Applied horizontal load + Safe vertical load SAFE LOAD TABLE NOTES Safe horizon~al load < 1.0 1. All values based on minimum 4" bearing, Exception: Safe loads 'or unfilled lintels must be reduced by 20% if bearing length is less tha'1 6-1/2". Safe loads for all recessed lintels based 0'1 8" nominal bea'ing, 2. N,R. = Not Ra',ed. 3, ~ofe loads ore lotol superimposed allowable load on the section specified. 4, Safe loads based 0'1 grade 40 or grade 60 fie:d rebar. 5. ~dditionolloterollood copo<ity con be obtained by the designer by providing add'onal reinforced masonry above the precast lintel. 6, One #7 rebar may be s'ubst'tuted for two #5 rebars In 8" lintels on'y. 7. The desgner may evalt;ate concentrated loads f~om the sa~e load tables by calculating the maximum resisting moment and shear at d-away from the face of support, 8. For composite lintel heights not shown, use safe load from next lower height. 9. For lintel leng',hs not show:!, use safe load from the next longest length shown. 10, All safe loads in wnits of pounds per linear foot. 11, All safe loads based on simply support spa'1, 12. The number in the paren',hesis indicates the percent reductio'1 for grade 40 f'eld added rebar, Exar:1pie: 7'-6" lintel Type 8f32.1B safe gravity load = 6472 (15) w/15% reduction = > 6472 (.85) = 5501 plf SAFE LOAD TABLES ~~~ ___ TYPE LENGTH _____ 2'-10" (34") PRECAST 3'.6" (42") PRECAST 4'.0' (48") PRECAST 4'.6' (54") PRECAST 5'-4" (64") PRECAST 5'.10" (70") PRECAST 6'.6" (78") PRECAST 7'.6' (90") PRECAST 9'A" (112")PRECAST 10'-6' (126") PRECAST 11'-4'(136") PRECAST 12'-0" (144") PRECAST 13'A" (160") PRECAST 14'-0" (168") PRECAST 14'8" (176") PRESTRESSED 15'A" (184") PRESTRESSED 17'-4" (208") PRESTRESSED 19'-4" (232") PRESTRESSED 21'-4" (256") PRESTRESSED 22'.0" (264") PRESTRESSED 24'0" (288") PRESTRESSED ~~~ L~ 2'-10" (34") PRECAST 3'6" (42") PRECAST 4'-0" (48") PRECAST 4'-6" (54") PRECAST 5'A" (64") PRECAST 5'.10" (70") PRECAST 6'-6" (78") PRECAST 7'-6" (90") PRECAST 9'A" (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'A" 1208") PRESTRESSED 19 4" (232') PRESTRESSED 21'A" (256") PRESTRESSED 22'-0" (264") PRESTRESSED 24'-0" (288") PRESTRESSED ~~~ L~ 8RL;6 4'-4' (52") PRECAST 1635 4'.6' (54") PRECAST 1494 5'8" (68") PRECAST 866 5'-10" (70") PRECAST 810 6'.8" (80") PRECAST 797 7'6" (90") PRECAST 669 9'-8" (116")PRECAST 411 FOR GRAVITY, UPLIFT & LATERAL LOADS 8F8-lT 8F8-2T 1q7? 1q7? 1569 1")69 1::l63 136."1 1207 1?07 1016 1016 90Q 929 835 (12 835 727 (23 727 591 591 530 530 474 494 470 (9) 470 418 (15 428 384(15 410 239 246 224 230 187 192 162 166 142 142 137 137 124 124 8" PRECAST & PRESTRESSED U-LlNTELS 8U8 8F8-0B 8FB-1B 2231 3069 "1()f',q 2231':\()f',q 3069 1966 2561 ?1'>9."1 1599 1969 2189 1217 1349 1663 1062 1105 1451 908 1238 1238 743 1011 1011 554 699 752 475 535 643 362 582 582 337 540 540 296 471 471 279 424 442 N.R. NR 458 N.R. NR 412 NR. NR 300 N.R. NR 235 NR. NR 180 N.R. NR 165 N.R. NR 129 8F12-0B 8F12.1B 41'>(),,) 41'>O'i .':\71 q 41'>05 2751 4605 2110 4375 14::l8 3090 1173 2622 2177 2177 1729 1729 1160 1245 890 1052 945 945 873 873 755 755 706 706 NR 783 NR 710 NR 548 NR 420 NR 340 NR 315 NR 250 GRAVITY 8F16-0B 8F20-0B 8F16-1B 8F20-1B 1'>113 7547 6113 7547 'i16."1 6607 6113 7547 3820 4890 6113 7'i47 2931 3753 6113 7547(7) 1999 2560 5365 7547(36) 1631 2090 4360 7168 (45) 3480 3031 3480 5381 2632 ')')1"\0; ,)RR1 ,<ROR 1R')o; ')o;RA 1.1,1'< ')o;R4 1'),17 ')1"\0... 10;..... ')1"\0... , '<RI': < Q~A 1'<AA 15<41'> \ ')~A '''". ,')~A '''". ,n7~ 1')" 1(17<; "" 7i< ,nn? ''<71': 1 no? 1'<')" NR NR 1'<7'1 ,an" NR NR 1?50 1 B., NR NR O")() 1 ,<')A NR "'R 7,,)() , rY>7 NR NR ")qR ""'i "R .II< ")")() 7"" NR NR 45() A 'ill UPLIFT 8F2a-lT 8F20-21 r::,747 r::,747 4.")69 4569 39611 3CJ611 3508 3508 294CJ 2949 ?694 2694 2419 2419 2102 (11 2102 1471 (15 1705 1185 (15 1526 1034 (15 1422 936 (14 1349 783 (14 1145 723 (14 1050 671 (13 968 626 (13 897 520 (12 732 446 (11) 616 393 (11 531 378 (11 508 341 (10 450 8" PRECAST & PRESTRESSED U.LlNTELS 8RF6-0B 8RF6-1B 1749 1891 1596 1756 920 1167 859 1113 901 901 755 755 466 526 8RF10-0B 8RF10-1B 3355 3699 3063 3699 1770 2481 1653 2342 1825 1825 1490 1490 999 999 8F24-lT 8F24-2 7o:l4 70::l4 5591 5591 485., 4853 4292 4292 3607 3607 3295 3295 2959 2959 2571 (10 2571 1811 (15 2084 1458 (15 1865 1272 (15 1738 1151 (15 1649 962 (14 1444 887 (14 1434 (8) 823 (13 1324 (8) 767 (13 1224 (8) 637 (12 993 (8) 546 (12 831 (8) 480 (11 713 (7) 461 (10 681 (7) 416 (10 600 (7) GRAVITY 8F24-0B 8F24-1B 8974 8974 8054 8974 5961 8974 4576 8672 3123 7342 (19) 2549 6036 (19) 3707 8360 2698 5681 3486 3486 2777 2781 2423 2423 2193 2193 1838 1838 1697 1697 NR 2245 NR 2058 NR 1609 NR 1282 NR 1114 NR 1047 NR 884 8F28-lT 8F2B-2T 83?1 83?1 6613 6613 5740 5740 5077 5077 4265 4265 3897 3897 3498 3498 3039 (10 3039 2152 (16 2463 1732 (15 2204 1510 (15 2053 1366 (15 1948 1141 (14 1718 1052 (14 1694 (8) 976 (14 1625 (11 909 (13 1562 (14 754 (12 1268 (14 646 (12 1057 (14 567 (11 903 (13 545 (11 861 (13 491 (10 756 (12 8F2B-OB 8F28-1B 10394 10394 9502 10394 7034 10394 5400 10294 3686 8733 (19) 3009 7181 (19) 4383 10394 (37) 3191 8467 (44) 2818 4705 (37) 2163 3643 (38) 3127 3127 2805 2805 2316 2316 2127 2127 NR 2517 NR 2320 NR 1849 NR 1515 NR 1359 NR 1285 NR 1092 8F32-0B 8F32-1B 11809 11809 10951 11809 8107 11809 6224 11809 4249 10127 (19) 3470 8328 (20) 5061 8825 (14) 3685 6472 (15) 3302 6390 (47) 2536 4754 (45) 4006 4006 3552 3552 2883 2883 2630 2630 NR 2712 NR 2513 NR 2047 NR 1716 NR 1468 NR 1399 N~ 1222 LATERAL 8F32.lT 8F32.2T 9608 9608 7636 7636 6627 6627 5861 5861 4924 4924 4498 4498 4038 4038 3508 (9) 424 534 357 3508 2494 (15 326 512 227 2842 2007 (15 284 401 178 2544 1749 (15 260 452 152 2369 1582 (15 244 402 135 2247 1321 (14 217 324 109 1993 1218 (14) 205 293 98 1954 (7 1129 (14 N R 284 89 1874 (11).' . 1052 (13) ~ R. 259 82 1801 (14) 872 (12) N.R, 194 63 1470 (14) 746 (12) 51 1225 (14 N.R. 148 654 (11 42 1046 (13 N.R, 125 . 629 (11) 39 997 (13 N.R, 116 566 (10) 33 875 (13 N,R. 91 8" PRECAST W/ 2" RECESS DOOR U.LlNTELS 8RF26-0B 8RF26-1B 6493 9479 5924 9479 3402 7917 (19) 3174 7402 (19) 9448 9479 7239 8998 (19) 4091 4150 ~~~ UPLIFT ________ TYPE 8RF6-lT 8RF1 0-11, 8RFl4..1T 8RF1B-lT 8RF22-lT 8RF26-lT 8RF3a-lT LENGTH ------..:.. 8RF6-2T RRi=1 n_?T 5<Ri=14..?T 8RF1B-2T 8RF22.2T 8RF26-2T 8RF30-2T 4'4" (52") PRECAST 905 174R 2635 ;;s5n 4409 5296 6183 905 1UR 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':l()1 1960 2618 3277 3935 4594 675 1::l01 1960 2618 3277 3935 4594 5'.10" (70") PRECAST 655 1 ?I'>? 1900 2538 3176 3815 4453 655 1,)R,) 1900 2538 3176 3815 4453 6'-8' (80") PRECAST 570 1 n1 ') 16:01 2204 2758 3312 3865 570 1 n07 1651 2204 2758 3312 3865 7'-6" (90") PRECAST 506 N7 1462(8) 1952 (7) 2442 (6) 2931 (6 3257 506 967 1462 1952 2442 2931 3421 9'.8" (116") PRECAST 395 491 931(12) 1301 (15 1640 (15 1980115 2322 (16 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE ;'<0. 4 8F12.lT 8Fl6-lT 81-12.2T 81-10-2T ::l17::l 44RO "117::l 44RO 2524 3547 2r::,24 ::l."i47 2192 ::l079 ?19? 3079 1940 2724 1940 ?7?4 163? 2?QO 1632 2290 14CJ? 209:1 1492 2093 1340 1880 1340 1880 1021 1634 (12) 1166 1634 680 1133 (15 851 1326 552 914 (15 686 1183 485 798 (15 599 1028 441 723 (14 543 928 373 606 (14 455 770 346 559 (14 420 709 323 519 (13 390 655 302 485 (13 364 609 255 404 (12 303 500 222 347 (11 261 424 198 306 (11 230 369 192 295 (10 221 354 175 267 (10 200 316 8RF14-0B 8RF14-1B 3280 5206 2992 5206 1716 4567 1600 4242 3120 3120 2459 2459 1568 1568 8RF18-0B 8RF18-1B 4349 6639 3968 6639 2277 6389 2124 6639 110\ 5048 5048 3776 3776 2253 2253 8" PRECAST W/ 2" RECESS DOOR U-LlNTELS 8RF22.0B 8RF22.1B 5421 8060 4946 8060 2839 8060 (34) 2649 8060 (39) 7747 7915 5743 5743 3129 3129 LATERAL 8U8 8F8 REI~F, eMU 1293 642 2135 1025 1024 1830 765 763 1365 592 591 1057 411 411 734 340 339 607 507 721 483 8RF3a-OB 8RF3a-1B 7567 10893 6904 10893 3966 9311 (19) 3700 8706 (19) 7360 10893(32 5623 10893 (48) 3146 5891 (47) 8RU6 8RF6 ~E~NJ~ 758 757 1365 694 693 1249 408 407 734 382 381 687 595 788 510 509 674 393 370 490 227 jTYP. TIE BEAM W/3000 P.S.I. CONC. W/l #5 REBAR CONT. r USP SPT4 W/(6) -10d X 11/2 l" 'J' , ,. ,-, ..~, . I , . .., ~ . I .;::; ::; ;;: ::; ~ ::; ::;: =- ~~ ,. ~. ..~, . I .. . "" . . a' .., .., . h ;. STANDARD HOOKS W/25" MIN. SPLICE TYP. FILLED CELL W/3000 P.S,I. CONC. W/l #5 REBAR VERT. I I I I I I I I h ., ", I, .... F . . d ll> '<I " ...f -: . . I,'. " ^ : I I SPliCES 25" ~..1IN, L"P (ACI 530 ) STD, 90 HOOK ~SEE FOOTING DETAIL TYP. MONO. FTG. l " FOR LOCATIONS I I " " I I ] I TYP. BOND BF../I.M 8" X 8" X 16" K.O. liNTEL BLOCK FILL W/3000 P.S.I. CONC. Wll #5 DIA. REBAR MIN. !_Ae 25" (ACI 530) I STD. 90 DEGREE ANGLE 3000 P.S,I. CONC. Wll #5 DIA. REBAR MIN. U....P 25" (ACI 530) INDICATES FILLED CELL FROM FTG. TO BEAM WiTH 1 #5 BAR MIN. L/\P 25" (ACI 530) h. ;, I I " , ..... ~. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL I I I I 8" X 8" X 16" C.M.U. h, ;. I I '. ',. I I TYP. DOWEL 25" MIN. LAP (ACI 530) .1.' , r:. . 8" C.M.U. h. ,.... "'.- "'.- ".- "'.- "'., "'.- "'., ..... ....' ..... .'", '-'., "'.. "" "'., ..... "'.- "','1 ~ 'It 'l: ~ , , 't 't , ~ ,. 'II ,. .. 'It 'It 'It, 'II 'It :.: J, .to;..: J, > "': A~ ~ A, ,1>:..: i, ,'b.:..: J, o";t.:.c. ....;..: A. ~......: A~ .. 4, .I..~"'...: 4. ."-;..: 4, ,";...: 4, ,...."...: J, .";" 30:~ .. J. :",'.: J. ~: ".. J, ."',....: J, .. .. ." ,. .. . ,,'\'. . 'II 'I , . 'II 'I, ... 't ,. ... 'I, . 't ,,~ , 'I ",. .., " ,. .10 " .. .., 'II .. . 'l 'II .. . 'l .. .. . 'I 'II .. . 'I 't .. ." .. ,. ." .. , ... " , ." I I " , .,.. ,. 2" X 4" P.T. WI (3) 1/2" X 8" "J" BOLTS OR (3) 1/2" X 6" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS (8) 2 7/8" HILTI TIX-DNI NAILS ~.;. ; I I " " 110 : I.: t-~.. : '" ,"'..", , .'..~ ' ,~., '" . .... ......'.,........""..'..,..~ ,.., . .,..... '~",' ':.,- , , , , :~ ' ",' . ..~, . .., '" . ..~, , .. ..' ., .. .... ..~ ' ..' ., , ..' ..~ ' , . ..""~ . .. .,.., . ':"~ . ':'" - FRAME (EXT.jBRG.jSHEAR) WALL , TO MASONRY CONNECTION DETAIL , J \ 3 S-2 SCALE: N.T.S. -- LINTEL BEAM: 1 COURSE LINTEL BLOCK W/ 1 # 5 BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) ",fo.; ',' " ;JiIIJ IlIDJI {'. :': NON-SHEARWALL SEGMENT l... bo. ~ ~ l .' . : ~ l<. .11111111111111111111.1 TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. CONC. SLAB OVER 6 MIL V.B. OVER CLEAN COMPACT, TERMITE TREATED EARTH FILL REINFORCED WITH 6x6 W1.4XW1.~ WWF \ FILLED CELL: FILL BLK. CELLS WITH 3000 P.S.I. jGROUT ONE #5 @ LOCATIONS SHOWN ... ON THE FOUNDATION PLAN AND FLOOR PLAN. MIN. LAP 25" (ACI 530) :t. .. TOP_OF SLA_B-$ .. - - .....;,~..... - 't .....".4'" ,. ....~,.;,~, ~;. .. ," .. NOTE: SECTION BETWEEN DOWN RODS ARE CONSIDERED SHEARWALLS UNLESS OPENINGS ARE BETWEEN THEM. f2\ TYP. SHEARWALL SECTION , S-V SCALE: N.T.S. -- PRECAST "U" liNTEL WI 1.#5 CONT. I~~ 3000 PSI CONC, @ OPNGS. 6'-0" & ovm. pr~ECAST "U" LINTEL ALL OPENINGS UNDER 6'-0". HUF~RiCANE Ai\CHORS\ (T'1'P,) \il r,:.,::- : :~.f',~.t:7:~ :~,:., ,~.::. ":; L: -. .,'. (. .,'.. . .,'., . .,'.. . .,'.. ... t:: ~;. ~ '-4....::..:...4._.~:.:..:......k:. ~ '.:. .;, 10" ",HOOK", 1 . .:~. !U, . :1~ . . . '" , '. ...- . --- --- ~,,- ....1>... ~..=--.,. ".. ~<~,." ,. . '0.", . : ,.... "..,. '" -' ; .. ~ ; 'II a... ~ ~ '/< , I I ~i, . ~S Iil.. l\.... ~ .. ~ I ':,:~ I . .,. h.;. REBAR BOTH SIDES For, :. .': ':. OPENINGS 6'-0" OR MOR~, ., h,:. I I 10.,... llo,. I I ~~. - .." ll>.. :., . i lI.,. .., 0.. .. I 10... '. ... '.. I I I ~; ,;, h. .. ..... 'l ,. ... , -' I I . . . /10,.. 10.,. I " , I I ..." t... '.. I J.~ " . . . . '''.. I I I h. . , . . . : :r,.. .. ~ " . ". I '. '. . I I ", . ,,~ : I I '. I II h: . h :, '. 0/: I ...., t., I I SEE FOUNDATiON PL.AN J -- J \ 1 5-2 , BLOCK WALL/REINFORCEMENT I SCALE: N.T.S. - , 5 , S-2 - J @ @ 'T / / / / CD MIN.@ #5 REINF. ~ BAR 1> -<;> ..........19" '\ rw"~~,, .~t #5 STD. 900 HOOK SCALE:l"=l'-O" 20" MIN LAP l' '1' L#3'ORIi #4 REINFbRCING BAR #3 & #4 LAP SPLICE 25" MIN. LAP 1 1 'AA' ...~)IIIY"'22'i ,... .:'.'.'<.. .::::.- . .. "lr'" ~, '--#5 REINFORCING BAR #5 LAP SPLICE ~ 36" MIN. LAP ~ 1 1 . ..'- ?~"n9'~S"~S ~~~~ n9<."'?xY.".'9iS-.~... ~/.. #6 REINFORCING BAR #6 LAP SPLICE ,REBAR SPLICE DETAIL SCALE: N.T.S. 11////1>< r////////A :::::>-<::.V////// CD CD 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 MASOI\RY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWI1'\GS 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. 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MUST BE l ,'''-<, >~ /1 GROUTED -, : "-'''-' "-'''-'' ..-/ ./ : SOLID AT ;-.~'"'- /f" I BEAM CONN. ~ "-'><"~'" ./ / I /1 : >{/, Y.: ~<r1~</r~'G' ~r: I ..., .....,~./ I I, ;" It........ I I ....", I I .. : :, /// '" SIMPSON HUC412 w/(16) "'~/~ "',,_ 3/16" x 2 3/4" TAPCONS - BEAM SEE PLAN TO MAS. WALL & 10-10d TO BEAM PER PLAN OR SEE ELEVATION N enCJ) 0--1 9--1 N- L.()I ~3 ~w ~- L.()> ~~ >-W 0:::0::: 00 I-N Zen WI- >0 ~--1 , , 4.2 \ BEAM/WALL CONNECTION S-2 MAX. CAPACITY - 3640# DOWN; 1810# UPLIFT NOT TO SCALE -- C\JU) LOZ C\JO -r-iU) > W ~ z z o 0 (/) iJil!) -> l!) -> !? o ..... W,,-W..-l 0::00::..-1 U..-lU"- I-"-I-M <(M<(a:l <;tD...<.O<: <.OO<.Oc:::::.. M"-M<( ..-10..-10 , ::,s::: , ::,s::: i3~i3~ w o z <( Cl::(V) (DO ....JO OC'J wJ- ;?cn ~o:: zC(J :) 0... SHEET NO. S-2 OF 25 LAST PLOT DATE March 11, 2005 ~il' =:]0 <(CO -! <t a:: I- ~ o (/) (/) W o u 058S:~ wl'-OlJ.. e,:,('oJ M<;t ZM MO <(-'MM 0::lJ.. ('oJ ('oJ o . 00 . ;2 C() C() (/) D... CJ? 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WWO:: C) a:l 1: I- _ 1-f-6J Ol-u et: z:) . >-OD... >- <( I 0:: ~t::0 0... z 3: u ::5ffi~ a D...zO () (/)ZI -<((/) ~~:) D... 0:: o U W ~ o I (/) :) M o o ('oJ @ DETAILS tJ.S~ ~-~~y~, - II \ I;~-- \ ~I\- _ i ::::::: - . . -.- j ~ ..;:- - '~~ 1--, I 1,....__...1 *DIAGONAL SPACEC AT 15'-0" O,C, MAX :> ~ - -~) - '\ j;"";:-- BLOCKING , '" MINIMUM 2"x4" I ~ CROSSBRACING (SEE PLAN FOR 1 V ~ LO~;T~::S) 1 V- PER JOINT : (: , I ~ M \ M Cc1 \_CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. - ..;:-- - - ~l . . CONTINUOUS LATERAL BRACIN NAIL OVER X-BRACE AS SHOW INSTALL BLKG, AT TRUSS WEBS FOR NAILING ~ - I , ~ 1 - - . I '-......_...1 X-BRACING - 2x4 SPF OR SY wi 2-16d @ EACH TRUSS WEB f2A\ CROSS BRACING DETAIL (TYP.) \.. 5-3 J NOT TO SCALE - - I 2 CROSS BRACING DETAIL (TYP ) , 5-3 I SCALE: N,T.S, - G.C. TO PROVID::;: BLOCKING TO COMPLY WI APA RECOMENDATION5 FOR SPAN RATING OF 7/16" OS8. ** ALTERNATE SPAN RATED 32/16 PLYWOOD MAY BE USED 20'-0" MAX 20'-0" MAX "X" BRACE SEE DETAIL 2/S3\ CONTINUOUS OTTOM CHORD r BRACING 2 X L MIN. SEE DETAil 3/S-3 1\ 1/ ~ I EC. DK ~ v...... /<! 0- w ~ ~~ ~ / f2ff'\/ \2)1 " C? . - ~ 0:2: .-1~ C? ~ l>K ~ ~ o z W CL I C? . - ~ ~:2: ----c:l ~ ~ C? ~ ~ ~ l>K C? . - ~ 0:2: .-1~ C? ~ ~ ~~ / ~ t>< T--- 0- W 0- W -----' L TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES - NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGII\EERING 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. ,REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN I AS PER HIS 91 , 4 \ 5-3 REV. 7/19/03 SCALE: N.T.S. - TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPl-2002 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERALBRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED 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 BLOCKING DETAILS CONV FRAMED RIDGE TYP. HAND FRAMING ABOVE TRUSS-, . . 2X4 STUDS & PLATES AT 2'-0" O.C. //.-2X4 BLOCKING MAY BE NAILED wi MIN. EACH DIRECTION TYP. U.N.O. , " \\BETWEEN EA. TRUSS (4) 12d WHEN IT LANDS -2x8 BLKING. NAILED@EACH 2X4 DIAGONAL AT 8 -0 O.C. ..... A NEXT TO PRE-ENG. TRUS SIDE w/ (3) 12d NAILS WHEN MAX & EACH END ALTERNATE I REQUIRED w/ (2) USP MTW12 I DIRECTION TYP.~ WI (14) - 10d X 11/2" EACH ./ '\. J \ ~ I ~ ~~ \X ~~ ~~ VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR USP RT7 OR HCLR/LL W / 8 - 8d IN PLACE OF (4) 10d * , COLLAR TIE ....A- EVERY 3rd RAFTER '-** ~ TB BEVEL CUTS V(OPTIONAL) / ~~ .........~ 2x4 SPF 2 (2) #7X 3-1/2" 0( WOOD SCREW EACH TRUSS OR USP RT7 @ 48" O.C. D~-- ( PRE-ENG. TRUSS CONT, ROOF SHEATHING AT TRUSS TOr CHORD AT ALL HAND FRAMED AREAS TYP. / / DIAGONAL...... AT 8'-0" -........... MAX 7' L. * 2x8 #2 SPF RIDGE BEAM ** 2x6 RAFTERS @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM I ..'7 I x x ... X -~ ----=:: :::::::''WOO 0 ~ .t:," TRUSS X I ~~ ig~~R'i/ ~ _ A-A ALTERNATE BLOCKING 9\DETAIL @ INTERIOR BEARING , S-3 I REV. 8/3/04 SCALE: 3/4"=1'-0" IX I L I CONC. MASONRY STEEL OR WOOD BEARING SUPPORT -- LWOOD TRUSS! - PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT .....A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 3/4"-1'-0" ,-PROVIDE 2X4 MIN. BLOCKING AT SEE r- ~~O:OF ~ <t OF HIP/RIDGE, TYP.BETWEEN TRUSSE~ PLAN -' ~ SHEATHING W/ (2) 12D NAILS EACH END TO . TRUSS TOP CHORD TYP. , 2X4 BLOCKING BETWEEN TRUSSES ^l?A TRUSS A' ~ ~, ~ ~ HIP / ~'~,GT (2) 12D NAILS- AT 12" O.C. MAX SECT. A-A G,T. ADD 2X4 ALONGSI8: TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) JACK TRUSSES , I .- (2B ,HIP/RIDGE BLOCKING DETAIL ~REV. 7/18/03 3/4"=1'-0" - - g: 7/16" O.S.B. EA. SIDE 2X BLK'G. TO O.S.B. W/ 2 - 8d EA. END ~ ~ ~ - J\r- - EDGE VIEW - WHEN REQ'D RECESSED PRE-CAST LINTEL ~" D BLOCK TIEBEA "tV/ 1#5 REBAR U.N.O, --I --I <:( ~ ::) :2: u I- o ri o l- n... ::) I I I I I I x8 P.T, W/ TAPCON HW4-2 4 (1/4"x2-3/4") @ 12" O.C, MAX I I I I I I I I :/ 2x4 SPF CONTINUOUS BLOCKI G ATTACHED TO 7/16" OSB WI (2) 8d NAilS, SEE DETAil A80V I I I I I I I I I I I I I PRE-ENGINEERED OVERLAP TRUSS BRACING WOOD TRUSSES \ -, AT LEAST ONE TRUSS 6" \ SPACE W lJ..~0::: '00:::0 W lJ..lJ.. 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U)CL o:lo:l ~ tor; II) 0 r.:.. r.:.. ~CLOO J:) (.9 _ O'l <( ~ ~ w c.:l eX) 0 I ~ N Z 1-, U) 3: CD - c.:lZw <(CD.-t U)~Qo O:::NCD en . 01-0 O.-t~ Z ffiz<(u w~~ii 0 w<(~c.:l II~. i= ~t/;~z I-I-....ILIJ :J c.:lo:::Uo 0:::lJ..u.Q. ..J ZW~-l OOu.iz 0 wOU)sU)lJ..ZQ.LIJ (I) wZU)roZOO ~C Z I:::lZwQ::Ji=ZO:: I-O<(IU)<(O::::=::J CJ lJ..z..JI-;>WOoC:C en O<(CLIwU)CLo::..... LIJ I-w--lI-O:::o-lC:C....l C U)c.:l<(5('1')Z<( 'LIJ WOO::::>O<(O:::O(O( <C row~>-o ~....IJ: C ~~ua:"'53u~~ DE 1-0~:2:~0~o:E 0 8~tn8~u;tnDD Li WUSS BRACING OVERLAP 3 D TAIL (IYfJ S-3 SCALE: N.T.S. . -~~ ~ ~ ~ 7/16" O,S.B, EA. SIDE 2X BLK'G. TO O.S,B, W / 2 - 8d EA. END 1 NOTE: MAY CUT BACK 2x8 P.T, @ TOP TO ALLOW CONT, 2x4 BLOCKING [AROUND CURVE. MIN. 2 TAPCON ANCHORS TO 2x8 '" I"'J ~ ././ ~ aIo""'" ~ '''' 1:. 2x8 W/ (2) 16d TOE~ ~~ EACH END NAI~ ~ 7/16" OSB W/ 6d NAILS ~ ~ 16" O.C. TO SIDE & TOP NAILER ~ z -Uv-~ EDGE VIEW N m(/) 0-1 9-1 N- L()I ~3 ~w ~- L()> ~~ >-W 0::0:: OU I-N Zm WI- >0 ~-I SEE 6/S- FOR CONN. (3) 16J COMMON NAI LS(TYP) \ ~ \\ ~ \\ --HEADER PER LOCATION /"" " 0::/:/// // /~ -~,~:~//;;; ~~j/~ ~x" .\ . >; 7/16" OSB WI 6d NAILS @ ~~\ ~~ 16" O.C. TO SIDE & TOP NAILER ~" 2x WI (2) 16d TOE NAILS ~ EACH END TYP. ~ 2x4 SPF CONTINUOUS BLOCKING ATTACHED TO 7/16" OSB WI (2) 8d NAILS, SEE DETAIL ABOVE 10'-11114" MAX WINDOW OR DOOR OPN'G .- (10\ DET. @ ARCH WINDOW FRAMINC ~ CMU WALL 3-17-04 SCALE: N.T.S. 7'-0" MAX WINDOW OR .- DOOR OPN'G (11\ DET. @ ARCH WINDOW FRAMING \.. S-3 I FRAME WALL - 3-17-04 SCALE: 1/2" = 1'-0" O'l o ('1') c;< z . ~ ~~ r= ;:i... E '<t &- . II) ~ ~ ~.~~ o -::J - as ('1') II) c.:l <( .-1 O"'ZlJ.. ~~ c;j W 0 ~ c ('1') , ....I W .... CO-l~<(1- co olJ..o?~<Srl :2: . ro r-- I- - '" U)~oU~.-1 a.~:::ll-O'l w ~ 8.::c g: ffi 0 ~ O'l<(CLU)UZ 0 o o IJJ w r- - 0 :J ~ zOO..... I:' 00.....1:' - > I l\1 00 .J en IJ1 - OJ 0 I ~ IJJ en o W [Y'] IJJ [:t: [Y'] I:' ~ 0 I C. I .J [Y'] U1 L. ..... Ir-4:[Q ~ U1 a. 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CL 0::: 8-3 0 u w :2: 0 OF I U) 25 :::l ('1') 0 0 LAST PLOT DATE '" March 11, 2005 @ DETAILS 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 2X4 SPF BLOCKING @ :', PANEL EDGES WI (2) 16d ~ ", NAILS EA. END TO TRUSS:', " -NAIL SHEATHING @ 4" O.q. ", ", STAGGERED w/ 8d " ' , , , , , , , , , , , , , , , 2X6 BRACE}~~IL~6 TO SIDE Q.lZ GAB'lE " TRUSS,WEBS' , , , , , , , " , " , " , " , I""" , , , " , , , , , ii' I , " , " ~ " '" " , " , '" , " , , , , , , , , , , 'TRUSSE " , , , , NAIL TOP OF "T" TO GABLE TRUSS w/2-12d & (1) USP LFTA6 W/ (16)-8d NAILS , , , , , , , LSTA18 - STRAP BLKG. @ 1st TRUSS 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. 2x4 SPF CROSS BRACE @ 48" O.C. - NAIL w/3- 10d AT EACH END & AT CROSSING AT 45x ANGLE , , , , , , , -GABLE TRUSS 2X4 SPF BLOCKING BETWEEN TRUSSE @ 48" O.C. MAX. , , , CO.MTIN,U6us 2X4 SPF ~PArjNlr\G (4) TRUSS ~'BAYS (8 FT) NAILED TO I , I ;2x4 BLOCKING @ 4" O.C. ~'w/12d & -12d TO CHORD I I I , , NOTCH, BLQCK @ PLATE TG,ENA(L w/ 3-16d " " , , , , , , , , , , , , , , , , , NAI L GABLE TRUSS TO PLATE w/16d @ 4" O.C. 1/2" MIN. DW CEILING NAILED w/5d COOLER NAILS @ 7" O.C. 1/2" x 8" A.B. @ 48" O.C. MIN. 4 BAYS LI NTEL -COURSE MASONRY WALL GA6LE END 6RACING w/o VOLUME CEILING SCALE: 3/4" = 1'-0" TRUSS DESIGN NOTE: TRUSS @ END OF CROSS BRACE TO BE DESIGNE FOR ADD'L 70 PLF UP & DOWN TOP CHORD SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAILS DROP GABLE END TRUSS & LOOKOUT RAFTERS FOR O.H. GREATER THAN 12" FOR 12" AND UNDER - SPACE OUTLOOKER BLOCKS AT 24" O.C. ... LST A18 - STRAP UTLOOKER BLK. USP MTW12 W/ 14 - 10d X 1 1/2" @ 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. I 2X4 SPF BLOCKING @ I I PANEL EDGES WI (2) 16d t, NAILS EA. END TO TRUSS : ", -NAIL SHEATHING @ 4" O.C.~, " STAGGERED w/ 8d : ", ", I ' ' , , , , 2x4 SPF CROSS-BRACE @ 48" O.C. - NAIL w/3- 10d AT EACH END & AT CROSSING AT 4!JxANGLE GABLE TRUSS 2X4 SPF BLOCKI NG BETWEEN TRUSSE @ 48" O.C. MAX. I I , I , I ,- : CO.MTIN,~~rbus 2X4 SPF : ,S~ANNING (4) TRUSS ~' BAyS (8 FT) NAILED TO I : ?x4 BLOCKlr\G @ 4" O.C. ~'w/12d & 2-12d TO CHORD I I I NAIL TRUSS BOTTOM CHORD TO 2X4 DEAD- WOOD w/16d @ 4"0.C. NAIL TOP OF "T" TO GABLE TRUSS /2-12d & (1) USP MTW12 wi 14-10d x 11/2" " " , , , , " , , , , , , , J 1/2" MIN. DW CEILING NAILED w/5d COOLER NAILS @ 7" O.C. NAIL DEADWOOD TO TOP PLATE w/16d @ 4" O.C, 4 BAYS USP LSTA30 w/ (22)-10d @48" O.C. GA6LE END 6RACINGI w/o VOLUME CEILINGI FRAME WALL 2x4 @ 16" O.C. (TYPICAL) REV. 9/30/03 AS SCALE: 3/4" = 1'-0" l~ I · I . " I "" " 10d @ 8" O,C, STAGGERED EACH MEMBER (TYP.) r CRIPPLE STUDS @ 16" O.C. BETWEEN HEADER & TOP PLATE WHEN APPLICABLE W/ 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 (2) FULL-LENGTH STUDS AT EACH SIDE OF OPENING TRIMMER STUDS: (1) REQ. EACH SIDE OPENINGS UP TO 6'-0" WIDE (2) REQ. EACH SIDE OPENINGS 6'-0" TO 12'-0" WIDE FRAMING AROUND OPENINGS SHALL BE NO.2 OR BETTER SYP SEE PLAN FOR ADDITIONAL SECTIONS REQUIRED (2) 10d TOENAILS OR (2) 16d EI\DNAILS EA. STUD NOTE: SEE PLAN DETAILS FOR CONNECTIONS THAT MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES TYP. FRAMING @ EXTERIOR DOOR OPENING SCALE: N.T.S. " . ~" " l l~ · . . . " . "" " 10d @ 8" a.c. STAGGERED EACH MEMBER (TYP.) CRIPPLE STUDS @ 16" O.C. BETWEEN HEADER & TOP PLATE WHEN APPLICABLE W/ 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 PLANS BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT (2) FULL-LENGTH STUDS AT EACH SIDE OF OPENING UNLESS NOTED OTHERWISE ON PLANS TRIMMER STUDS: (1) REQ. EACH SIDE OPENINGS UP TO 6'-0" WIDE (2) REQ. EACH SIDE OPENII\GS 6'-0" TO 12'-0" WIDE FRAMING AROUND OPENINGS SHALL BE No.2 OR BETTER SYP USP MP34 EACH END, TYP. - DBL. 2x4 SILLS FOR WINDOWS CRIPPLE STUDS @ 16" O.C. W/ USP SPT22 AND USP SPT24 EACH STUD (2) 10d TOENAILS OR (2) 16d EI\DNAILS EA. STUD NOTE: SEE PLAN DETAILS FOR CONNECTIONS THAT MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES TYP. 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LLJ I-W.....lI-O:::O.....lCQ....I C ~2Sr2~('1")ZC2CCLU < COW~>-gct~....I~ C W.....IU.....lNOUO::U N :r: 3 -., CL w _ _ .... 1-0...J~IZ::)""::iE zg:ot::<.::lg:u 0 8 ~ (/) U 3 U) (/)00 ii TYP. 8" MASONRY WALL/LINTEL GIRDER 8M. OR WOOD TRUSS (WOOD TRUSS SHOWN) NO SCALE REV. 10/10/00 PJM UPLIFT CAPACITY - 1890 # SEE SCHEDULE N men 0--1 O-.J I N- L()I ~s ~W ~- L()> ~~ >-W 0::::0:::: OU I-N 2m WI- >0 ~--1 C'JU) uiz '0 C'J- ~U) > w 0:: Z Z o 0 U) U)LD -LD-O >0>........ W........W...1 0:::00:::...1 U...1U........ 1-........1-('1") ct('1")ctco ~~$~ ('1")........('1")<( ...10...10 , ~ '~ ~~~~ w o z <( O:::('f) <Do ....Jo ON wt- ~CJ) ~o:: zC() :) 0.. SHEET NO. S-5 25 LAST PLOT DATE March 11, 2005 L Z o 1= ct ...: l- E o (/) ~ u.. -('1")LD ...1 CI:loNZ ...1 ~~c;jwo ..c c:: ('1") , .....I W ~ ~.....I~C2~ (0 ou..oo::)u...1 ~ .co-r-:,.I--(!) (/)..:s::oU~:;! w" a. <:t ::) I- v, ...1 0 0::: 0::: ' I- LDa.:r:I-WO ct en ct CL (/) U Z 0 LD o o N o o \JJ w r- ::J Z OJ .... o ci .... _> 11.\1 OJ ...J Cl' III - OJ 0 I ~ \JJ en O~M\JJ ~ 0 M ~ D. ~ ~ ~ ~r-~OJ <tUlo. I ~ W .... ~ ~ .~ z o o \JJ o ~ t" t' a Z LW <...? Z (fj'QS:2 a LWI-(/)LW:::::; aZ(/)=::!<t: O-:r:> ~:2;t:s:(/) <t:NLWo:::~ <...?~~Oa Zo:::aao ~OwLWU <t:"-:r:-'I- o:::al-[5z a:::::;o:::(/)~ ~;;:~ao::: ~~<t:~G w ~ 0::: () >- u.. Z ZI-O ctz- I- ZW~ -(/)> O Oz 0 t50ct ::)uo Z OZ 0::: I- ~~g CL-u.. I ~~ ~ I'M W w 0::: '-' CO I I- 1-.1- 6S Ol-U cr: Z::) . >-OCL ~ ~~ 8 <(O:::W O ---lw ~ CLZO () (/)ZI -ct(/) ~~::) OF CL 0::: o U w ~ o I (/) ::) ('1") o o N @ DETAILS 2 ROWS 8d @ 6" O.C \ /;(2) SYP#2 TOP PLATE 8d NAILS @ 6" O.C~ ROOF OR TO BLOCKING \ FLOOR SHEATHING :11 IIII/~ X (2) 12d NAILS~ / .. TO BLOCK:~ING / USP- V TRUSSES SUH24 ~ X IX ----- 2X4 BLOCKI~ - - 2 S~R~C~U~A-L SHEATHING AT EA. ROOF _____...-j (MIN, 7/16"). NAIL w/l0d @ PANEL JOINT AT USP SPT24- ________3" O.C. EDGES STAGGERED 48" O.C. MAX @ EACH STUD ~ & 6" O.C. INTERIOR - EXTEND ~ TO ROOF SHEATHING ~ 1/2"x 12" A,BOLT 6" FROM ENDS 2x4 SPF STU DS ------ ~ @ 16" O.C. THEN 32" O.C. - OR 5/8" w/8 1/2" /E\I1BED WEDGE BOLT 6" FROM ENDS USP SPT22 __ /' :HEN 32" O.C. W/#3 PT SYP @ EACH STUD ~ BASE PLATE LSTA12 EACH SIDE @ EACH END OF WALL . 4 . 4 . 4 . 4 . 4 . -~T'. ~...~~~~!:.~~:~~;-:~:'~~~' ::~~' SEE PLAN FOR DIM. k. .)":::';.'~~::~::_;"'~'-;"'~'-~'~'_:'-"~'_:- 32 I." 4 ~." 4 ~." 4 ~. a. 4 ~." ~. .. ", .. N - .. , 'P ' ~'. d;... "~"/ '"""' ~ ~,..,,. ,~~ 4"l 16" l;:----- SEE FND. PLAN [.. ,. FOR FOOTING SPECS. (_ INTERIOR SHEARWALL@TRUSSES 18 ,STEP-DOWN, WALIL TO TRUSS ~J NO SCALE REV. 9/30/03 AS ~ SHEAR CAP, 500#/L1N, FT, 12 ~TYP) I SEE ELEY, PRE-ENGINEERED WOOD TRUSSES@24"O/C ~PLlFT CO~NECTOR (SEE SCHEDuLE) L. / r DOUBLE 2"x4" TOP PLATE 7 U / 2"x4" STUDS @ :6" O/C ,'^ ""CO ,,::::::: ::'::0'; ,~C?"CKH " R ~U'RED MIN 7/16' FASTE'<ED TO TRuSSES WI ::. 8d COM'v10'< W:RE ~AILS @ 4' O/C BO~'<DARIES 6' O/C EDGES & 8" O/C FHD _:. ~ c.;"" uSP SPT22 @ EA. STuD - 2"x P,T, PLATE~ ~l '- MAIN SPA'< ROOF TRUSS 1/2' X 8' 'J' BOLT @ 24" O/C MAX""""- , / UPLIFT CO'<NECTOR 8"X8"X16" K.O, BLOCK WI 1 #5 CONT/ AND FILLED WI 2500 PSI CO~CRETE I (SEE SCHEDULE) 1115 VERT, IN CONC FILLED CELL--.J (4\KNEE'WALLoABOVE MASONRY WALL DETAI . , 5-6 SCALE: N.T.S. PRE-ENG, WD TRUSSES @ 24" O,C. 15 INSULATION BAFFLE BATT OR BLOWN INSULATION MIN. R-19 ~:: ~~ TRUSS ANCHOR (SEE PLAN) ______ FIBERGLASS SHINGLE ROOFING FELT ~Jl.JI.^Jl.Jl.Jl.Jl.l\l\ln~~ J SEE ROOFING SCHEDULE I",",", -- -- 'ii I ~. 1/2" CEILING 'BOARo-J ^ ^ .. ]. ~lk ~~-~ MET~L DRI; EDGE - USP SPT24 AT TOP ....... AND USP SPT22 AT BOTTOM ~ 2" X SUBFASCIA 1/2" DRYWALL- ~ ~ CONT. VENTED ALUM SOFFIT OPTION: _O.H. _ ~(2)-2" X 12" SYP BM, OR WIF85 MAXIMUM OF (3) 2 X 4 PLATES MAY BE SEE ELEV (UNLESS OTHERWISE NOTED- SEE PLAN) ADDED BELOW THE HEADER W/ EACH . NAIL @ 6" O.C. PLY ATTACHED WI (2) ROWS OF 16d W/2-2" X 4" SPF TOP PLATES NAILS AT 8" O.C. MIN. SPLICE 48" W/12d @ 6" O.C. 5EE 26/5-4 OR 27/5-4 /; ALUM FRAMED WINDOW wi SCREEN FOR MORE INFO @ OPENING NOTE: 40" MAX. SILL CEMENTITIOUS DECORATIVE FINiSH HGT, ON ALL BEDROOM 7/8" THICK PER ASTM C-926-98A WINDOWS. 2" X 4" @ 16" O.C. (2) 2 X SILL W/2-12d EA. END W/ APA RATED 1/2" DRYWAL ~ STRUCTURAL SHEATHING (MIN. 7/16") 7 NAIL 3" O.C, TOP & BOTTOM, 4" a.c. R-ll F.G. BATTS S-6 SIDES & 6" O.C. INTERIOR WOOD BASE ~ ~ P.T. 2" X 4" #2 SYP BASE PLATE ~ . ~ w/l/2" X 8" A.B. OR 5/8"X7" CONC SLAB~ L1Q.) WEDGE BOLT, w/2" WASHER @ 6 X 610/10 W.w.M. \ " V\2Y 32" O.C. MIN, 6" FROM END - - GRADE 6 MIL VIS~UE~,N-\.., ',. '" '-.:1 _ _ _ _ _ -IOJ OF S_LAB ~ ~",::""..:::-,,~ ~ :,:w : 'f TREATED I ",:,~, ,:,~ N 00 0 CLEAN FILL: ' " i;:.:,',~ '". LLJ C2 N I _" '.. co c.;:I , "'- SEE FOUNDATION PLAN 12 --- (9 \ 5-6 TYPICAL WALL SECTION \EX rERIOR FRAME J 8-12-03 REV, AS. SCALE: 1/2" = 1'-0" _ TYVEK ~ /ITAR PAPER WRAPPED 6" " UP EXTERIOR FRAME WALL AND SEALED BY TYVEK INSTALLER DECO FINISH WI / STOP VU LKEM CAULKED TO ,,--- TERMITE SHIELD ~____TERMITE SHIELD ~;,,-:',':;< : ,':-,: ,':>,.: :':>,..~'/,'.:~ ,.~:: '..; .~ '~:: "'I "'~~; lo.; ~ '''...:: ,.;. -', .'...., ' '", '. ... > , " ;-", , ,., '-"" ' " '" '( 4'" ~,. '~ .~... .-" .~ J ~ ~." .., ~" , ",.. '< '":,.,, -, .., ~ '" ' '...., '~'(","'~,:'; -\,....",...~...~,. ~"'''<''~...~,.'' J 2"x TOP PLATE /8 L1/4" MIN. 5PACE -'v -----"i- ___- 2"x STUD @ .--- 24" O.C, MAX, 2"x P.T. PLATE~ "'" EXT. FRAM E WALL I 20 ,TERMITE DETAIL '5-6 N,T.S _ TYPICAL INTERIOR , 3 \NON-BI=4,RINjl ~ SCALE: N.T.S, Kt.V. l.-,j-U,j A::> - ~/8" "S" NAIL 3/8" I SPACING ., ~ .: 3/4" 1:' ~ ~I S 1/2" / ~S~ ~ -1\... ~: r-- 1/~"1 I o~-l--r--o-o - I ,--- - -..--!--", 1 J SINGLE NAIL EDGE SPACING DOUBLE NAIL E6~E ;JA'c1NG f 2 - S.P.F. CONST. GRADE TOP PLATE SPLICE MIN 48" APART, ~ ~ ;~ '; - ~ -;; I;:~:~ -;;- ~ -;; ,~l IIi II 1111 '~i II II II __II JII I II Ill~ III It II II " .Ill- OPl'<ING ,,,..:::. II II o NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL II It II I;;: III ~"III II II II CD NAIL AT TOP PLATE TWO ROWS@4"0.C,W/8dCOMMONNAIL II II II 111" III II II n-. II _ II II II III _ .- " _ III II ~ @) NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL II II II II III I II III II II II Q) NAIL INT. AT 6" O.C. W/8d COMMON NAIL 'k dl = !!:: =" III I II III II. II II I CD STAGGER ALL VERT. JOINTS & NAIL@4"O,C, FLOOR SYSTE~ . II -U 11L...lL " .l1. I W/8d COMMON r--;AIL ~ 2x8 P.T. LL PLATE ~ \ CD NO SPLICE @ HEADER - r--;AIL SHEATHING TO (2 STORY OI\LY) L: HEADER W/8d COMMON NAIL@ 4" o/c f7\WALL SHEATHI2NGT'IBNSTALL. & NAILING SCHED. ~ [\0 SCALE REV. 02-11-04 MD , PROVIDE BLOCKING AT BEARiNG TYP. SEE 9/S-3 ~ ~ I SEE PLAN ~ .. ;~ FOR CONNECTOR .. 2 - 2"x4" TOP PLATE ~ ~ CONST. GRADE SPF :: ~ SPLICE MIN. OF 24" APART I ____USP SPT24 W/~-IOd TO STUD i TO TOP PLATE 2" X 4" SPF STUDS e I~" O.C. WI USP SPT22 i USP SPT24 EACH STUD ~~.USP SPT22 W/(4)-IOd TO STUD i 4-IOd TO BASE PLATE 1/2" X 12" A307 A,B, WITH 8 1/2" MIN. ~ . yjEMBEDMENT W/2" WASHER ~ @ 32" O.C. MIN. 6" FROM END ,_ ,_ _ w/#3PTSYPBASEPLATE ~ ~ ~ 'if, 21' :,;-_..._....,__L_....~... . 'I 31/2' ....... .. r. ,. " ,. ~,' " " , ," ""'tr::!.J," ....." ," ....,' ,. :.~,..._!.~..---,.!_~~.-.=r::==- , ... 0'" ,0 ,4 , . .. f' . .. "C.... SEE STRUCTURAL NOTES AND NAILING _/l~ SCHEDULE FOR SHEATHI~G OETAIL~ X ~LER TO 2X4 SPF BLOCKING GIRDER TRUSS. BETWEEN TRUSSES -TRUSSES NAIL W/ 2 - 12d EAU @ 24" O.C, MAX.w/ SEE PLN. WEB CROSSING r-(2)16d EA, END (TYP.) MATCH TRUSS / / ~ BOTTOM PROFILE / ~ ..... ~ '=X X DBL. ~ -- ~"'-1/2" SPACE - - - -1- PLATE , HEIGHT '--USP SPT24 TOP VARIES '7 ~ . . r~ I I z_.u~t?~~!~~g_mmmuuuu- . HIP GIRDER - TRUSS END J%. USP MP34 @ EACH BLOCK 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 L- ~ SHEATHII\G 2x4 SPF TO 8'-0" @ 16" O,C. RAKE CUT WALL TOP TO MATCH VAULTED TRUSS BOTTOM , 2S00 PSI CONC. wl2 ..s DIA, RODS MiN. LAP 2S" (ACI 316) _ INTERIOR 6EARINGsEE FOUNDATION PLAN ,{4A")w/UPLIFT e 3,&" 5TEP-nr)llJN \ 5-6 J NO SCALE REV. 3-3-04 AS ~ UPLIFT VALUES - (DOL.BLE SIDE CONNECTORS-DOUBLES VALUE BELOW) 1 (EACH CONNECTOR) EACH STUD - S3S LBS. PER STUD 4' 4" :10" !19J\EXTERIOR NON BRG. WALL DETAIL ~AT HIP CONDITION WI INT. VOL. CLG. N.T.S. REV. 3-3-04 AS TOP SPLICE DOUBLE 10d <<1', 11/~ "~' " "~' " " ~ 2 ROWS lad @ 6" O/C ,,/ v '\ NOTE: PLATE LENGTHS MUST BE ,,/ AT LEAST 8'-0" LONG. TYPICAL \-BOTTOM SPLICE OVER STU 0 (5 \TOP PLATE SPLICE DETAIL \,2_.vSCALE: N.T.S. J-.- VARIES w/ ROOF 'f' SLOPE X SEE STRUCTURAL NOTES AND NAILING SCI-iEDULE FOR 5HEATHNG DETAI~ x GIRDER SEE PLN. "'" FOR LOCATION , J-.- 'f' 2X4 5PF BLOCi<.NG BETI1EEN TRL..SSES fil 24" O.C. MAX-wi (2)1100 EA, END (T"( .) U5P MP34 fil -...... 16d NAILS AT 2'-0" ON CENTER ~.C. MAX. \ - I r-..~ I t'1 : ~I /~ I ~5I-iEATHNG U . V (2) USP RT3---.l (1) AT EACH BLOCK OF EACH 5TUD / TO G.T. & (1) G.T. TO 2x4 5PF TO a'-o'// HIP JACK fil 110" O.C~ j '<) ~ 2 X 4 CO NT. AT 2'-0" O.C. WITH (2) 16d NAILS EACH TRUSS \ I I I I JACK TRUSS SEE PLN. x !/2" 5PAC UoP SPT24 TOP USP 5PT22 BOT - ,19.2 \EXTERIOR NON BRG. WALL DETAIL , 5-6 ' N.T.S, - PRE ENGINEERED WD , TRUSSES @ 24" O.C. : 12 INSULATION BAFFLE : 1 BATT OR BLOWN INSULATION MIN. R-19 I TRUSS Ar\CHOR (SEE PLAN) I IJil FIBERGLASS SHINGLE ~ ROOFING FELT i APA RATED STRUCTURAL SHEATHING I.... MIN 7/16" FASTENED TO TRUSSES :\ 1\ 1\ ^ 1\ 1\ 1\ 1\ 1\ 1\ 1\ ^~~'\. f.;~ PER ROOF NAILING SCHEDULE IlJ."''- II... ...:<. 1/2" CEILlI\G BOARD~ .----"" 1 ~ ~ META-L DRIP-EDGE -- 3/4" P,T. NAILER ~./ W~ '- 1/2" DRYWALL: _ ~ ~-"- 2" X SUBFASCIA ~--............. ""- CONT. VENTED ALUM SOFFIT CURTAIN NAILER ~ 8" X 8" X 16" K.O. LINTEL BLOCK 1 X 4 P.T. @ WINDOWS ....O.H. W/l #5 DIA. REBAR & 1 X 8 P.T, @ S.G.D. SEE ELEV, 3000 PSI CONCRETE PRECAST "U" LINTEL W/ 1-#5 CONT. IN ,"011I 3000 PSI CONC. @ OPNGS. 6'-0" & OVER, PRECAST "U" LINTEL ALL OPENINGS UNDER 6'-0". FILL CELL -1 #5 DIA. REBAR WI 3000 PSI CONC. ALL LOCATIONS SHOWN ON FOUNDATION & FLOOR PLANS : _____ ALUM FRAMED WINDOW W/ SCREEN R 4.2 FOIL I~SUL ON EXT ~ BLOCK WALLS ~ PRECAST CONC SILL 1 X 4 P.T. BASE NAILER ~ 8" X 8" X 16" CONC. BLOCK WOOD BASE CEMENTITIOUS CONC SLAB DECORATIVE FINISH ~ FTG. DOWEL #5 DIA. REBAR 6 X 6 10/10 W.w.M ~ =; . ABOVE SLAB, ALL LOCATIONS 6 MIL VISQUEEN ~ SHOWN ON FOUNDATION PLAN : . GRADE I..,. .',:".'-, "'""~ _'-/__~_ TOP_OFS~B~ ~,..".~., ~:,:w I ::. ,~~;, ~ ."'","( ~ 0 0 TREATED I . '.,' '~.::'.:"'. '::. .1 g ct: N I ,".'" , ~ WO::: CLEANFILL..:'. ',',>.:,11 COt:l , ~ ~ MARBLE STOOL 1 X 2 P.T FURRING - SEE FOUNDATION I 8 \ 5-6 ,TYPICAL WALL SECTIODDNCRETE BLOCK SCALE: 1/2" = 1'-0" REV, 9"3-02 MKDlmk W lJ..~0::: '00:::0 W lJ..lJ.. ~W"",f- :2:903 W X~O:::O () O::>lJ..u I- o:::ozU o..2:wct: o ~O~b Z wO:::f-z O:::lJ..w W ct:zo:::O fM owct:O "-' W~C/)O <( f-~ZZ I- gwQct: O OO:::C/)W ct:Z2: o ~C/)wct:z LL c.;:IZ~ttO W ~Qooi= 0C/)0:::f-C3 0:: o~Q~::J <( lJ.."",o:::Uo.. w ""'w 00.. ::J O:::Of-ffict: o ct:---I?; ---I ::> ---I ,0:::---1 U) OC/) ct: C/) 0 ct:~ 0:::---1........ ---Iw-lO ---I>:;:ZO::: ct:O>ct:O 5l~ ~ iQ. .ldiJ ~'u~~<(m ~~~C/) 1 (/) 0 ~ tI) ca g: ~ lUc80 - 'OJ.) 0:: ---I ns'- -::> ---I .. (/) 5:: co <i: OQ)w 0::: iiio"C U f- : ~ :2: + _ 0 ~ ,,~~ ~ ~"" co 8 tt ~ ~)~....-w w r-- 0 lJ.. t:lN ('t')~ z('t') ('t')o .~.......Ct) ct:---I('t')('t') ~ O:::lJ..NN ~ 0'00 GJ C/). ~ CXl CXl a.. CXl CXl -~-- U')or-:-r-:- ~J TI\ ~ a.. 0 0 .y ~_O"lct:~~ w t:l C1J 0 I ?; N Z f-, C/) :': (Q - c.;:IZw ct:(Q~ ... 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CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE I I ~ "" ;:: ~s: (2) 2x12 w/ 1/2" O.S.B. FLITCH PLATE I I I I , I I I I ~, i ~-.J 2X4SPF : U_ I AT 16" O,C. , I ~ ~ BUILDER FRAME RADIUS :: ~ AS REQUIRED II II I "'- _ _U I , I i ~ -:- ~~ 2x12 BUILD-OUT BEYOND, SEE (6/S-7) SIM AT JAMB ~KNEEWALL @ ENTRY FRONT WALL , I N.T.S, USP HTT16~~ w/18-16d NAILS ~ USP LSTA30 w/(11)-10d ~TO TOP PLATE AND (11)-10d TO STUD. MAY BE ANGLED UP TO 10 DEG. ~ ~ ~USP LSTA24 W/ (18) -10d AT ~:---...... ~ 2'-0" O.C. MAXIMUM ,...... \ \ 2-2x4 SPF TOP PLATE 2-#2 SYP 2x12 OR WIF85 HDR. UNLESS NOTED OTHERWISE (SEE PLAN) ~~ ;:::::~ (3) S.P.F. 2x4 w/l0d @8" O.C. EA. SIDE v EPOXY ANCHOR W/ 81/2" EMBED. INSTALL PER MFG. SPECS. ...-- No.2 P.T, 2x4 " BASE PLATE f6\HEADER OPENING \ J NO SCALE REV. 1-27-04 AS "--/ UPLIFT CAP. AT HEADER 1 STRAP EA, END - 1255# ',;,.. /' " I "i I' I' 1'1 I II , ~ ",l...~ ............~1V V":"""""'' ... ,.1--' ...... '<. WOOD BEAM SEE PLAN FOR SIZ~ SP H D412 TO BUILT-UP COLUMN -- ~ !----SUPPORT COLUMN ,I ~ BUILT-UP 2x4's OR 4x4 ,,'<Q ii i f'~'-'2) USP HTA20 "', :::: w/14)-10d EA. TO COL. ...... II II " .., II TYPICAL BLOCK-. ""......: I ,II WALL . ___ ,.... ~l" ~::-, , ' '- ..; J::"" ~1 ...........-TIE BEAM I" "'~/ ...V ''':0 ~ ~~/ .- J , 2K BEAM @ RAISED ENTRY MASONRY WALL NO SCALE UPLIFT CAP. AT HEADER - 2510# REV. 12-18-02 AS 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 10d @ 4" O.C.~ \ ; /2-12d & (1) CLIP EACH TRUSS ~' i: SIMPSON MTS~~ w/ (SEE ROOF :~i'... ; 14-10d x 11/2 PLAN FOR TYPE) I 1- ~ : ~FRAMEOUTTO " ,0 BLOCK EDGE SEE 3/S-4 FO ,,"" :0 NAIL TRUSS BOTTOM ADDITIONAL "", .1. CHORD TO 2X4 DEAD- INFO ", ',I\:;<i V WOOD w/16d @ 4"0 C. I : \',~" / SIMPSON LSTA30 wi .'~ /14-10d @48" O.C, NAIL DEADWOOD. TrV ~ / .--- (2) 2x12 w/ 1/2" O.S,B, , 1m FLITCH PLATE T?P PLATE w/l~d lItH... STUD ANCHORING: 4 O.C.: _____ STUD TO TOP PLATE: 7/16" OSB W/8d ./ ~ SIMPSON LSTA 30 W/ COMMONS @ 6":ON ~ 14-10d @ 48" O,C. MAX EDGES & 12" IN: :: FIELD )/1 PROVIDE SIMPSON SEE PLAN HUC410 W/ 10 - 16d SIMPSON SP : , T/COL AND 18 _ 1/4" X 21/4" W/ 12 - 10d EA : ~ TAP CONS TO MASONRY STUD :. COL.@EACHEND SIMPSON SPl ::l '1\ W / 10 - 10d EA : ~ 2 X 4 SPF STUD G.C.' :: II AT 16" O.C, CORD, i--~BUILDER FRAME RADIUS W/ E~EVS. :: AS REQUIRED ~ ! ~ 16x16 COL BEYOND 2X6 BRACE NAILED TO SIDE OF GABL TRUSS CHORDS 4'-0" IN LENGTH OR GREATER - KNEEWALL @ GABLE ENTRY FRONT WALL N.T.S. I , 25 Afj.d@3"O'C,TYP, EXTERIOR STRUCTURAL r~HEATHING (MIN. 7/16") ) ( ) ) ( 1\ / \ / ~ IJ \ -....../ I............. , G,C, VERIFY INTERIOR k:::-~- 1/2" GYP. BOARD OR 2x ST~ ~ EXTERIOR STRUCTURAL v- -....- SHEATHING (MIN. 7/16") ~ VERIFY WI PLAN v--....- WI 1/2" ANCHOR BOLTS ~ 6" FROM END OF EACH v--....- SILL PLATE. .....---.. SEE 6/ S-6 ,,' I 30 ,EXT. FRAME CORNER \ 'SCALE: 11/2" = 1'-0" - W ~ o ~ SIMPSON LSSU28 (TYP.) EACH JOIST TO 8M. CONN. A ~ SEE ROOF FRAMING PLAN FOR SIZE - M.L. HIP BEAM TYP. 2 X 10 JOIST SEE PLAN SECTION A-A 51/ " 4" 4" 51/2" A-A v ~ 4~ /" ./ I + I ././ I + I "'1A./'" :--' M.L. BEAMS SEE PLAN ONLY O~E SHOWN FOR CLARITY USP MTW16 W/ (14) 10d NAILS DOUBLE GRIDER TRUSS SEE PLAN (2) - 2x12 AS SHOWN W/ (3) 3/4" DIA A307 THRU BOLTS IN- HEADER SUPPORT NO. OF JACKS & STUDS REQ, AT OPENINGS 2 X 4 WALL 2 X 6 WALL OPENING JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END l' - 4' (1) (2) (1) (2) (2) (3) 4' - 9' HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK STRUCTURAL NOTES SEE SHEET S-7A FOR ADDITIONAL S-7 DETAILS NOT SHOWN HEADER SIZE & GRADE NO. & SIZE OF RAFTER TIES EACH END 6) WOOD: 6.1 WOOD STRUCTURAL FRAMING MEMBERS: WALL STUDS TOP & BOTTOM PLATE BOTTOM PLATE IN CONTACT WITH MASONRY I JOIST SQUASH BLOCK I TRUSS BRACING & BLOCKING FURRING & B.U.C. STRIP -SPF STUD OR CONSTRUCTION GRADE -SPF STD & BTC -#3 SYP PT -SPF STUD OR CONSTRUCTION GRADE -SPF STUD OR CONSTRUCTION GRADE -#3 SYP PT (2) (2) (2) 2X12" 2SYP (2) LSTA 30 (3) (3) (2) (3) ~ SEE SCHEDULE "-.1 ~ ~ 12" O/C EACH FACE OR 3-ROWS ~~ ~~~ 12d NAILS STAGGERED @ 12" O/C , '~~ ~ FOR 2"xl0" OR GREATER HEADER " . . ~~ 1\ DOUBLE 2 X 12 NO.2 S,Y,P, I\- HEADER WI 1/2" FLITCH PLATE OR WI85 JOIST HEADER. (U.N.O.) 9' -16' REFER Tv 26/5-4 OR 27/5-4 * WHEN STUD LENGTH IS LESS----" THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE W/ 11 - 10d NAILS 16d NAI LS @ --..... 16" O/C TYP, " '. DOUBLE 2"x4"-. CRIPPLE STUD TYPICAL (U.N.O.) ~~t O,o~ tli; IV, HOLD DOWN CONNECTIONS G NOT REQUIRED @ BEARING WALLS WITHOUT UPFIFT (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 RECO~MENDED 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 1\ FILLING M-JD BLOCKING AS I \ REQUIRED FASTENED TO ~ HEADER W/(2) ROWS OF 12d @16" O/C UNLESS NOTED OTHERWISE NOTES: /2"X4" STUDS TYP. {:USP HTT16 WI (18) 16d NAILS AND A 5/8" EXPANSION A:\CHOR WI 6" :: EMBEDMENT U.N.O. OR :f: 8 1/2" AT GARAGE STEP DOWN TRUSSES MUST BE CAPABLE OF TRAf'<SFERRING 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: ... ~P.T. BOT. PLATE (i1\WALL HEADER DETAIL \.... J SCALE: N.T.S. - 1, PLYWOOD AND SIDING: ( FIELD) USE 8d NAILS @ 12" O.C. ( EDGE) USE 8d NAILS @ 6" O.C. 2. GYPSUM: ( FIELD) USE 5d NAILS @ 10" O.C. ( EDGE) USE 5d NAILS @ 7" O.C. I 4 t-I. @ L________________________________________y I , I " I , Q) I G) "~ : ,'~?'2"4,vr., I ~ \6/~ I I ;';' " I 5 FT.:----4n.-----------@""------------J ,,' : 5 FT.: 4 FT. (2) '-, CD :(2) @ ru---uu-~u----~~~--~""'~,~~jFT h_Ff_~U-U/~n r-~-~~-;-~ ~ =~ n GI"DER ~ TRUSS ~2) USP LU GT2 CAP = 4100LBS , I F;\ ~ ~ --I ;= c:: c:: ;::J : [ c! '-- 4x4 NO.2 SYP WOOD POST (2) USP LSTi\30 WI 16-10d TO POST & 16-10d TO BEA'" EA STRAP (2) 1 3/4 X 111/4 LVL WOOD BEAM ~15 HIGH UPLIFT FRAME WALL r 1.0 \ GIRDER/BEAM CONN, V t\o SCALE REV. 10/7/03 ~ I I I ~ ~ 7/16" OSB W/8d COMMONS @ 6" ON EDGES & 12" IN -.......... FIELD .............. 2X4P.T. LI NTEL - J , 29 ,SECTION AT CONVENTIONAL FRAMIN ~ I NO SCALE REV,11/27/02 , 16 ,KNEEWALL @ ENTRY , I N.T.S. - REV. 10-28-03 AS. ROOF NAILING SCHEDULE: NAILING ZONES ZONE 1: 8d NAILS @ 6" O.C, IN FIELD 8d NAILS @ 6" O.C. ON EDGE ZONE 2: 8d NAILS @ 6" O.C. IN FIELD 8d NAILS @ 6" O.C.ON EDGE ZONE 3: 8d NAILS @ 4" O.C. IN FIELD 8d NAILS @ 4" O.C. ON EDGE GYPSUM CEILING: USE 5d NAILS @ 7" O.C. ~ WOOD / BEAM ALLOWABLE FASTENERS A: CEMENT COATED SI~KERS B: BRIGHT COMMONS C: SPIRAL OR RING SHANK NAILS D: CLIP HEAD GUN NAILS CONTRACTOR NOTE: ALL DRILLED AND EPOXIED HOLES MUST BE PROPERLY VACUUM, BRUSHED, AND BLOWN CLEAN PER MFGR'S RECOMMENDATIONS TO ACHIEVE UPLIFT CAPACITY ,/ "'IN. (3) 2 X 4 BUILT.UP COLU"'N ATTACH PLYS WI (2) 16D NAILS @ 6' O.C. EACH PLY, TYP. j~ tf USP HTT16 YWI 518' SIMPS.Ot-. "SET" EPOXY ANCHOR WI 8 1/2' EMBED I ~ I SEC. A - A UPLIFT CAPACITY = 4175 CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE ~ 8" CMU WALL W l1..~~ -o~o W l1..l1.. ~i!S~~ ~-0::J UJ X~~O U O::Jl1..U ~ozu I- D.."",w<( O D..""'~I- <(0<(0 Z w~l-z ~l1..w UJ <(Z~O fM OW<(O '-' W~I,/)O - I-<(zz 1-......... 01-0<( O ::Jw-w O'~I,/)~ O I,/)<(z , Wl,/)w~Z LL ~Z~LLQ <(0001- UJ 5(fj~1-C) 0::: o6SQ~::J <C l1.."",crUD.. 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C 1,/)~<(5('1")z<( 'LlJ WO~;:>o<(~ctct < coW~>-o ~""J: C W....Iu....lNOuo::u - ~ 03: ::J ~ I ~ ::J ct;:; e::: ~""'I-"..~uO=: 0 oZI-O-~I-DD ...I 1-~l,/)u3:1,/)1,/) IJ. @ O'l o ('I") N 6 Z 00 0 ...: O? ~ I- bl,/)~ [5 <;j'ffi~) ~ ~D -('I")L!') COON l1.. Il)r--M 'O.QN N ....I C('l")~<( ~....IM~~ Ol1..O?::Ju 'cOr--I--(O l,/)-"oU~~ w" 0. <;j' ::J I- '-II MO ~~.I- L!')o.II-WO<( O'l <( D.. I,/) U Z 0 z 0 ,.. - . ... U1 - > @ - 0 ~ D. I ~ I- N mCl) O--.J O--.J I N- L!)I ~s ~W ~- L!)> ~~ >-W 0::0:: OU I-N Zm WI- >0 ~--.J I NCI) mZ NO ~CI) > w cr:: Z Z o 0 (fj (fjL!') -L!')-O >0>........ W........WM ~O~M uMu........ 1-........1-('1") <(('I") <(co <;j'D..(OC:: (00(0' ('1")........('1")<( MOMO , ~ ' ::s::: i8~i8~ ~ I I STUD ANCHORING: I'.... :1 I STUD TO TOP PLATE: I r-..... USP SPT4 W/ (6) 10d X 11/2 OR : USP SPT24 WI (6) 10d : W/ 6 -10d X 11/2 : I 2 X 4 SPF , ~ I AT 16" O.C. /l{1' STUD TO BOT PLATE: I USP SPT4 OR SPT22 W/ 6 -10d X 11/2 ~~ i ~ ,:tJiI,.;. .......... 1/2" X 8" ~ VI.; "---- A:\CHOR BOLT I- ^. - @ 24" O.C. w o z <( CI::(V) 00 --.JO OC\J wI- ~(/) ~o:: zm :5 0.. SHEET NO. 8-7 OF 25 LAST PLOT DATE March 11, 2005 DETAILS L!') o o N M M ..c u '- ro ~ o o 1.0 w I- :J 0 U1 ~ L' ci .... L' > I N ..J lJ' 111 IlJ 0 I 1.0 lJ' w M 1.0 [t: M L' o I I ..J M U1 IJ.. .... I- <t OJ In II I W .... ~ ~ i I- o o 1.0 o Z W ~(/)z UiIS2 0 Wf-(/)W::J OZ(/)::::!<l: DO-I> Z~!::S:(/) <l:NWcr:w ~,-1:;;:00 ~cr:000 3=t2wWU rio2:~~ O::Jcr:(/)~ S!?~~ocr: 2=S!?~~G UJ ~ u >-B:z zl-O - <(z- I- ZW~ -I,/)> O Oz is tjo<( Z ::JUO oz- OW~ I- ~~g D..-l1.. :r: ~~~ fM W W ~ '-' co I I- 1-1-6j - Ol-U 0::: z::J , >-OD.. >- <(I~ ~t::0 0.. z 3: u <(~W O ..Jw~ o...zO I',\I,/)ZI '-' - <( I,/) ~~::J D.. ~ o U W ~ o I I,/) ::J ('I") o o N @ .. TIE-BEAM FILLED CELL WI #5 VERTICAL (5) 1/2" DIA. x 8" "J" BOLTS 1/2" X 8" A.B W/2" WASHERS sn IN TYP, FILLED CELL MIN, 5 PER JAMB. .. OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 11/2" SiEEL LAG BOLT W/ WASHER, MIN, 6 PER TRACK TO JAMB. PRECAST LI NTEL P,T, # SYP 2" X 6" 2"x6" P.T, WOOD JAM DOOR AND CONNECTION PE GARAGE DOOR MANUFACTURER TYP. GARAGE DOOR TRACK MOUNTING DETAIL SECT. OVERHEAD GAR. DOOR INSTALL SCALE: N.T,S. FASTEN PT 2X NAILER TO MASONRY WI 3/16" X 3" TAPCONS 6" FROM ENDS AND 16" O,C MAX, FASTENING TO WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. 2X BUCK DETAIL SCALE: N.T.S. W f/) ~ ~ a,)Q) .....J ~c=JO LL.<:t:0::: (1)10 <:t: '00:::0 Z w l.J....l.J.... 0 I-w I- a,).- ~<(CO <:t:o~z a,)U (/') 0 W ~-O:) ~~ (/') X~O:::O W (/') ~ L SECTIONAL () o:)LL.o l.J.... 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I --' I- a::ol-L:jz o::Ja::VlW ~~i:!o~ I lJ...Z::l 1-~<l:<l:U w ~ 0::: () >-l.J....z ZI-O <:t:z- I- ZW~ -(/')> OZ- o wO 0 Z ~OC3 OZ- OW 0::: I- o:::r=S 0...-l.J.... ::c w 0::: .....J 0:::3<( I'r'l w w 0::: ""-' roIl- I-l-rE 01-0 0:: Z:) . >-00... >- <:t: I 0::: ~!:::O Q.. 30 ~O:::w O -.Jw~ o...zo 1" (/')ZI ""-' ::r:<((/') I-~:) OF 0... 0::: o o W ~ o I (/') :) ('I') o o ('oJ @ DETAILS ~ 4" -i- r "F- wt: "j: 14" TYP. t!- 14"1:. \ 4'~f- r "' ~ 14" TYP. a -I A;; 14" t:.- 30" wE- - t~ L 14" TYP. ~f- 14" TYP' ~-f Lr -!A' Description Single Single Single Single S~e DOOR LABEL PRODUCT ACCEPTANCE NUMBER - DSI-222 FINAL AN~ORINO OF " WOOD FRAMf: UP TO 5.... x 0'8 SINGLE INSWING UNIT W/WO SIDEUTES PRODUCT ACCEPTANCE No,; D51222 ---j 16" f ~ etv@ 1> ~ ~'D' -(1) 6"~ r- @- (1)- 30" ~' - L ~ =@ -(1) 'r'E' 30" (1)- " ~ (1) -. r. , B t... /Bt.... 5 1/2"/ t -(j) (j) - L =@ (7) -J.A' r~ t (1)r _ W 1/1t' 1/..:j L .. 5(;R\. '" SCHEl 3 #10 ~ 5/8'" 4 It 10 ~ 1 3 4" 5 #10 It 2" 7 #10)( 3" FLAT HOD f'V,T HOoD FVtT ~ F1.A T HtJ>lJ 2" TY P. . 1j2'!:' 1/'. ...... 1--. 2" TYP. """i t- 'T "-1 --:11"- ~~ I (j) 1-1 'J).1XJ) <1 )tv "-'D' cv- 7 \-(1) efL 'B4 'B'- _ l ~ 5 1/2" L t (j)- hv 30" . C'.... -'C' -(j) -'A' (j) ~n~ (:j) (]) .1<1; ~ ....J I- 4 1/"t 4 1;a:-j I- t r.>o. 9 7/8" ~........ I :>:: -r -tta. J IJr 'Wa (j)' ~ ~ ,. .. r:r HlNCE DETAIL JJmE; IW'DI 5ICO.J7'C IS A1TllCHCJ) TO H/N(;(. JN4 A I@. SCR<< lIUST lit lJS(l) JtlS11.)lj OF A t\2) SG:R(W N<<J A '<1J SCM:* PE1I SCREW SCIiCIJIJlL . 'E'" ~ ~~~~ . V<V fI "r LArr:H DETAIL Ji51IE: I\lHEN StOOJT( IS ATTACHED TO LATCH JA.WI use #8 )( 1 3/4" I"HIlI.Jf'$ fV.r HE'AO SGRtws IN S1RH(f: PU~ NoKJ , (4) SCREW INPtXE OF I ill FROlI SdlEw SCHEDULL r'E' ~8:> ~\;~~ ........~ ~'- s~. ~~'. '- ~ v~ sa: LOCK :;;:: ~ACruJlQS ~ c:- , ~~q JNSWlNC THRESHOtO ~t) IN,~ THRESHOlD I. (0pllaN>I) r:r- ~ B.4INIUf-FRf:E ThruMId Size: up to 5'4 X 6'8 Product Acceptance No: D81-222 rnsWins (wood j8lllb) Configuration: 2'0 2"4 2'6 +80 .SO +80 .80 ...SO -80 x. OXO. XO. OX 2."1\. )"0 ...W -8U <>~O ..gO +W ~O +<)(). .ij.) .'56 /:.>1 "'50 4:;>0 +SO' .Q() +SO.(f.~ Single Opaque W/Sidcliles SinJle OJ.t;.;/ld WlSidcliles (Door don not m<<t MissU~ lmpac1) Test. 210-1987. 210.2024 + 75 .SO ~ .77 ~.71 Wg. ~.: NIlI\ Ya Pl~C$ I Plastpro NAN YA PLASTICS CORPORATION I PLASTPRO, INC, DISTINCTION FIBERGLASS DOOR PRODUCT APPROVAL TEST RESUL IS lNSWlNG: Opaque and Glazed Max Door Size: 5'4" x 6' 8" DESIGN PRESSURES OPAQUE Door Size Pressures 2'0" x 6'8" +so:8O 2'4")( 6'8" +80 -80 2'6" x 6'8" +80 -80 2'8" x 6'8" +80 -SO 3'0" x 6'8" +80 "SO Drawina # 99-01 99"{)1 99-01 99-01 99-01 Description Single Single Single Single Single Single w/sl 2'8".x 6'8" +60 -60 Singlew/sl 3'0"x6'8" +60 -60 99-0 1 99-01 Single w/sl Single w/sl ConfiguratJoo: X, OXO, XO, OX Test ASTM E.330-90 AAMA 1302.5 ASTM E283.91 ASTM E331.9t5 TESTS ~riDtioa Uniform Static Air Pr essure Farced Entry Ten L<>catloa National C<:rtified Testing Lab Orlando. Florida National Certified Testing Lab Orlando, Florida Natiooal Certified Testing Lab Orlando. Florida National Certified Testing Lab Orlando. Florida Teat Date 11103/1997 04/0 III 998 11/03/1997 04/01/1998 11/03/1997 04/01/1998 11/03/1997 04101/1998 Air Infi11ratioo Water Penetration Product AcceptanceiLabel No: DSI-22Z DoorS1ze 2'0")( 6'8~ 2'4" x 6'8" 2'6" x 6'8" 2'8" x 6'8" 3'0" x 6'8" 2'8" x 6'8" 3'0" x 6'8" li\'i1lg~\"n. NJ (l7()'9 GLAZED Pressures +75 -80 +64 -77 +<iO -71 +56 -67 +50 -60 Drawin2 # 99-04 99-04 99-04 99-04 99-04 +50 -60 +50 -60 99-04 99-04 Certlf}'iug Florid. En&lneer Test Re~rt II alld License Number 21 0-1 987-I,Z,,.U' Barry Portnoy 210-2024- 'Mil; P. E. No. 16258 210.1987 ./, z,~ if Barry Portnoy 21o..2{l24-if, 1:.? P. E. No. 16258 210.1987-1,1.),y BarryPormoy 210.2D24--~f;b P. E. No. 16258 . 210.1987-/,2,1'1 I3arryPortnO)' ~ / ~;;~?'~~; r1J Description Double Double Double Double Double DOOR LABEL PRODUCT ACCEPTANCE NUMBER - DDI-224 FINAL ANCHORING OF A \WOO F'RAM[-.ilP ro 6 '0 x 6 B DOUBLE fNSWING UNIT PRODUCT ACCEPTANCE No.: 001224 ~tf 30" TYP" ~Pt @t-~ 9 7/8" 7 LS::~ ~J 3 -=-Jr) T -8' HlHCE DETAiL ~ MY' lIST RAC.J.L PLA. T E 30" TYP. f 6", - \- r 6" f (-f} / I 'DU . !.1l f:@ CD ~ "'-#B' -cD 0- J.tiiJ;JM I I 1- =( ---0 @= 0-, I ! 0- o kv (!J = 0, f --y(D~- 4 1i2:J j- Gy.. t 4 1/2.J L INSWING: Opaque and Glazed Max Door Size: 6'0" x 6'8" DESIGN PRESSURES Drawin2 If 99.08 99-08 99-08 99-08 99-08 Description Double Double Double Double Double ....!A ' &IM -r+ ~ sa: lDCK w,.,.,J "'s~- \~ -4 He- LArCH DETAIL TESTS Test Locatiol1 National Certified Testing Lab Otlando. Florida National Certified Testing Lab Orlando. Florida National Certifi~ Testing Lab Orllll\do. Florida National Certified Testing Lab Orlando. Florida Test Date 10/0311997 04/0 Ill998 10/03/1997 0410 l/I998 10103/1997 04/01/1998 10/03/1997 04/01/1998 -(j) =@ I i'--~ ~ ~~ 51/;~ ~ ~ ~~ ~~~~~ >U: UlQ( fJ......... jJJ,Jo/\FN:.~ ~ Product Acceptance/Label No: DD[-2H -(j) -f- S 1./2" i- t---r NAN Y A P'LASTICS CORPORATION / PLASTPRO, INC, DISTINCTION FIBERGLASS DOOR PRODUCT APPROVAL TEST RESULTS OPAQUE Door Size Pressures 4'0" It 6'8" +74 -82 4'8")( 6'8" +64 -70 5'0" x 6'8" +<iO -66 5'4"){ 6'8" +56 -61 6'O"){ 6'8" +50 -55 Configuration: XX Desaiptloa Uniform Static Air Pressor e ForcOO Entry Air rnJiltration Water P""et:ration 'Bt- -0 -0 SC!!E'''' SCHax;tL 3 10 x 5/8"' PH/UJps fUr Ho.o 4 10 x 1 3/4" PHIU;PS rU.r HDoD 5 10 ~ 2" P>HWPS fUr kDoD 7 10 ~ 3" PHIwPs rLA T Hv.D GLAZED Door Siu Pressures 4'0" x 6'8" +74 -74 4'8" x 6'8" +64 -64 5'0" x 6'8" +60 -60 5'4" x 6'8" +56 -56 6'0" x 6'8" +50 -50 Test RelXlrt ~ 210..1993 210-2<J24 210-1993 210.2024 210..1993 210-2024 210-1993 2,0.2024 DOOR LABEL PRODUCT ACCEPTANCE NUMBER - D8S1-226 FIN~L ANCHI,)RING OF A HOQD rR..."'E UP TO 5'~ X a'o SINGLE: INSWJNG UNIT w/WO S10EUrrS PRODUCT ,.,CCEPT,4,NCE No.: 085/225 1: c '"'1 r- a" f -l(D 1 )::~ CV ~D' 2S 1/2". .......! (D- Test ASTM 8-330.90 AA..\1A 1302.5 ASTM E283.91 ASTM E331 .96 4"HP. 6" I ---j I rf-I 14" TYP. P}-,-f ~~\ 14"HP. rf- 1.4" HP. ~f- 14" r~ I 14"HP. I LrU'~;f -1 (D -lL 4 1/2- 6"-'"1 r- (if- L- rf- 12" TYP. ~f-' 12"H? t-f- 12" m. ~ -f ~~. 12"l1'P. 25 1/2". t-f- 12" l1'? B--+-f; f-f-" 12" l1'? t-f- 12" l1'P. Lf-' co I .. -0 :::@ -0 (D- 0- .ll..... (D-~ - EO 0- 'ilL- ~ 5 1/2" , ";"'!..Ar [" -(j) ::@ -0 G' 25 1/2". 'r -0 ~ ~~ cp .J 0- (1)r- W 1i'.t 4 'i.:j l- SCA(W Sl: j)1 #10. 5 1$" 411 #10 ~ 1 3 4" s11 #10 . 2" 711 "10 . 3" LE IV< T N(.ID I'I1U..PS I'tJo r H(AD l'Ii1tU"$ 1'U1' ~ Pl-IllU'S IV<r H(N) c-., ~~ I"IS-MNG THRE5H01 D L- r+- 12" l1'P. 12"f!-. ~ 12" l1'P. t-f-" 12"~ 12..~, U""'P. 12" &- 4-:. -0 ~ '" t:: rL 25 1/2" -(j) (j) ,. L i-(j) 2S 1/2" ~ 51/2" t HZ) -<V _'C' ~\) e-+f; t t I/jSWIHG rHRfSHOI D (i)- 'C'- (j)- iJ) (7) (J ~ - -l ~ 1i2- t 4 1/,:;-1 t- _'A' ...25(:' -..!.A' z;. (OptMoI> ~ F'l.4.RR1rR-rRIT n"uhold ,~'E' '8'- (j)- (j)- 0- ~~I @).~ 9 7/1$" LS::~ B1J ~c.' u ~. Q)-'-~ "rr HINC/: DETAfL l/aJL; ~ s<<1.fI(~'ACHfI> 70 t1fN<it oI.\IJ8 A , 4 \lUST Sf: ustC OF A 5 5l:AOf ~ A I 7 !iCM:* ~Il<<' 5alEII(AL 'f: ' ""'" ' ~ ~~~ Me- [.AT'(;!f DETM!. .Mm:: \lIfoJt:H $lClC1JlT IS .. TT.'tCHEJ> ro ()'TCk' Ji,IJ8 US<: 8 x 1 3/4" f'WIt.UP$ rv.T NOt> ~ H $lRII(E PVo.~,'!\NO I 4 St;RCW WPlXE OF , Q) F1lC>>J SC-'iEOOtL 'B~ 'Ct.- ,V'E' ( Size: up to n x 8'0 P~uct Acceptuce NQ: D8SI.226 lluwina (wood janIb) ConfiS\lnIUOO; 2'0 2'4 2'6 +99 -99 -89 -89 -Sol -84 E 2"TYP.__. I" . -j r- 4 1;'. I 4 1/'."""1 P--:1 r- 2" "'P. ~tvcbcb~ . -(j) "'-'D' @- S "'ale Op.aque WlSiclclileo" S Ln$1e Glo.uod IVlSid<!lila (Door ~ flO\ mtd Mi~ lml*l-l ToH 2\0-2024,4,5,6.10.11.12 +99 .99 Mfg. by: Nan Ya Ples\K3/ Pla"f'<" <84 -Sol +89 -89 NAN YA PLASTICS CORPORATION IPLASTPRO, INC. DISTINCTION FmERGLASS DOOR PRODUCT APPROVAL TEST RESULTS INSWh~G: Opaque and Glazed Max Door Size: 5'4" x 8'0" DESIGN PRESSURES Drawin~ If 99-06 99-06 99.06 99-06 99.06 OPAQUE Door Size Pressures 2'0" ;( 8'0" +99 -99 2'4"){ 8'0" +89 .89 2'6" x 8'0" +84 .84 2'8" x 8'0" +78 -78 3'0"x8'O" +70 -70 DrawiD2 -# 99-01 99..{)1 99-01 99.01 99.01 Description Single Single Single Single Single Single w/sl 5'4" x 8'0" Single w/sl 6'0" x 8'0" 99-01 99-01 +53 -64 +50 .<50 ConOguratlon: X, OXO, XO, OX TESTS Certifying florida Engll1eer al1d LlcellSe Number Barry Portnoy P. E. No. 16258 Barry Portnoy P. E. No. 16258 Barry POI1l1oy P. E. No. \6258 Barry Portnoy ':~';f&/ Test ASTM E.330-90 DtxriDllol1 Uniform Static Air Pressure Forced Entry Test Loc:atlon National Cectified Testing Lab Orlando. Florida National Certified Testing Lab Orlando, Florida National Certified Testing Lab Orlando. Florida N.tiooal Certified Te31ing Lab Orlando. Florida AAMA 1302.5 ASTM E283-91 Air [nfiltralion ASTM E331.96 Wat~ Penetration Product AcceptanceILabel No: D8S[-226 Description Single Single Single Single Single Single w/sl Single w/sl Tut Date 0410\/1998 04/01/\998 04/0111998 0410 lII998 "'~ ~ ~.~ '" "~ s~'~~~ ~ su LOCf(___~0 ~-- r.;:-r- ..~:g 1~'iG ~'D ~\1 INSWlNG ~D (~l a"'" ~ ~a X. OXO, XQ, OX 2'i 3"0 +18 .78 ...70 -70 -;J.}4 M.ol .50.ij) +78 .78 .70 .70 .H.l4 -<A.O I '50.ij) UV\ngs\on, toll 07039 GLAZED Door Size Pressures 2'0" x 8'0" +99 -99 2'4"){ 8'0" +89 -89 2'6" x 8'0" +84 -84 2'8" x 8'0" +78 .78 3'0" x 8'0" +70 -70 Drawinl!: # 99.04 99-04 99-04 99-04 99-04 Desc ri p tio n Double Double Double Double Double 5'4" x 8'0" +53 -64 99.04 6'0" x 8'0" +50 -60 99-04 Te.t RelXlrt II 210-2024. 4.5.6,10.l1.12 210.2024. 4.5.6.10.11.12 210-2024. 4.5.6.10.11.12 210.2024. 4,S,6.1D,11.12 DOOR LABEL PRODUCT ACCEPTANCE NUMBER - D8DI-228 FINAL ANCHORING OF ^ WOO~E UP TO 5'0 X 8'0 - DOUBLE." INS WiNG UNiT PRODUcr ~CCEPT,i,)../C[ N? 080'228 r 6" -1 @ -6" t 6"-/ I 1- 0:: 0- I ---j ,6" 4" If- ~_ 12" .TYP. ci f~. cb t-f-. I -0-3 12" TYP, ~€-' 12" TYP, }-f-t ~f-' 12" TYP. 12"tp~ . b+r i ~~ ~f- . I -0 12" TYP. ,ffr. I -0 12" TYP. [}-Lf =0 CD 0 Lf-: -.-!-A' h0 T T, I .J li 1/2" 14 1!2:.J J- L ! 4 1/2" ~D' -0 =0 -0 -!A' 0- 0::: ~~" 'C' ~,= ~ \t ~CTN(%; I c. ~. 0- , T 0- 0= 1- ..J L 4 1/2" SCRfW SCHD:JUlL 3 10 ~ 5/1$" PfilUJP'S fl). T Hu.D 4 10 It 1 3/4" PH'tLJPS fUr HU-D 5 10)( 2" Pl-/lURS fU r Hv.D Ct 10 x 3" PHIWf>S fU r HlAD iJ.T t @ 9 7/8" 5~MlHJ @) ~ -rh~ Sf../: Lix" .,,~~ ~ ~~ -~ "C' LATCH DETAlI... "-'-' "lr HENCE DETAIL J7..J "'~ ~ ~~ "'~ ~'- ~i'l 'J ~ ~ ......... LM: ~~~~......... ~~~ 1NS7"IX~ ~u. ASTRACAL PLATE NAN YA PLASTICS CORPORATION I PLASTPRO, INc. DISTINCTION Fl.BERGLASS DOOR PRODUCT APPROVAL TEST RESULTS u"lSWING: Opaque and Glazed Max Door Size: 6'0" x 8'0" DESIGN PRESSURES 11 [ ~~ IN"""'NC THRf5~ ~ J!jSWlHG 11-IRf'SHOI..D (o.~) cr- ~ R.oV?RlrR -F'RFE Thr.._ OPAQUE Door Size Pressures 4'0" K 8'0" +99 .99 4'8" K S'O" +89 -89 S'O" ){ 8'0" +84 .84 5'4" x 8'0" +78 .78 6'0" K 8'0" +70.70 Drawhtl!; N 99-08 99-08 99-08 99"08 99-08 Description Double Double Double Double Double GLAZED Door Size Pressures 4'0" x 8'0" +99 -99 4'8" x: 8'0" +89 -89 5'0" x 8'0" +84 -S4 5'4" x: 8'0" +78 -78 6'O"){S'O" +70-70 Drawinlt 1# 99-06 99.06 99-06 99.06 99-06 Configuration: XX Certifying Florida Engllleer and License Number 8arry l'artMY p, E, No. 1625.t._ Barry Portnol' ~No. 16258 Ban")' Portnoy P. E. Nu. l6258 t 8a."T)' Portnoy LJLNo. 16258 a~(, (jtv Test ASTM E.330.90 AAMA 1302,5 ASTME283.91 ASTM E331.96 TESTS DeKrlotlon Unitbrm Static Air Pressure Forced Entry Test Locltlon National Certified Testing Lab Orlando. Florida National Certifi~ Testing Lab Orlando. Florida National Certified Testing Lab Orlando. Florida National Certified Testing Lab Orlando. Florida Test Date 04/0l!t998 Tw RelXlrt ~ 210-2024. 10.11,12 2l0-2024- 10.11.12 210.2024- 10,11.12 2\0-2Q24. 10.11.12 04/0 lI1998 Air Infiltration 0410 III 998 Water P\'llelratlon 04I01JI998 Product AcceptanceILabel No: D8DI.228 Certifying florida Engineer and LlcellSe Number Bmy Portnoy p, E. No. 16258 Barry Portnoy P. E. No. 16258 Barry Portnoy i;~~;:' ~ '~;; rJ1i lJJ () ~ o z w Cl ~ o ft w er:: <r.: ::J 0' (J) w ~ LL~O:: '00::: 0 W LLLL I- W L_ <1::022 ~-O:::) x~O:::O O:::)LLU O:::OZU o."""w<1:: 0. 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I:' IN D' 111 o I 1O D' M IJ) M t' I ..J M I.&. ,... ~ 0) a. I ,... I ~ .1- o Z W c;l(f)Z Vh: S2 0 Wf-(f)W:J DZ(f)::::<l: OO-I> z~t:::~(f) <::(\Iwa::~ c;lr\~OO zo::ooo ~oww(.) <::l.LI-'f- a::Of-~Z D::JO::(f)1l! (f);;W 0 a:: I(f)ti:Z::J f--<l:<l:(') C'J LO C'J ..-1 (/) Z o (/) > W ~ w () 2 o 0::: >-U-Z Z, 0 ~Z- ZU.,j~ -(j)> OZ- WOO UU<1:: ::) 0 OZ- OW 0:: 0:::1-0 o.!::ii wO:::....J 0::$:<1:: WWO:: COIf- 1-1-6] Ol-U Z5o..: ~IO:: ~!::O z$:U :Sffi~ o.ZO U)ZI -<1::rJ) 2=2:J w ~ < Z Z ~ ....J n.. (/) .....J - <( I- w o I- a z l- I (!J 0::: >- 0... a () SHEET NO. 0- 0::: o U W ~ o I rJ) ::l C") o o N @ 5-9 LAST PLOT DATE October 11, 2004 PLASTIPRO DOOR DETAILS M1AMI-PID. . - 8Ull.DL'I;Q CODE COMi'I.L\J."IO~()FFlCE (seeo) PRODUCT CONTROL DIVtSION MIA.\lHM.DE COUNTY,.FLORlDA METRo..DADE FLAGLER .B,titLDING 140 WEST FLAGLER STREET, S1..llfE 1603 Mlk\:U, FLORlDA J31 ~O.I56 3 (3 OSrm-2'iQ I FAX (3Q5} 37S-Z9D8 NOTICE OF ACCEPTANCE (NOA) .. CertaJnTeoo Co rpo'i:atiQ.n'-".'."'."'''''''._.--'''._'''..'..'-'.'-~._.''...---- 1400 Un,lQn Meeting Road BJl1e Bell, FA 19422 SCOPE~ This NOil is being: issued und{'r the applicable rules and resulations g.ovc11flrtg. the use Qf constru<iuQU materials. The documentation suhntitted has bt.'en revie\vw by ~nanri,Dade County Product Control Division and aceepted by the BQard of Rules. and Appeals (BORA) to be used in Miami D,\de County and oth~f areas \vhere al!(',wed b)' the Auth<:,nty Having Jurisdiction (All)), Ibis NOA shaH not 00 valid after the expiration date sta.ted ~low. the Miami~I)ade CQ\mty }!rQo1,lct ContrQl Division (In ~1'ian:ri Dade County) and/(\( the AlU (in areas Qther than Mi~mi Dade County) reliCI'Ve the right to have this product or material tested for quality a.sS'\ltlmce purposes, If tbis prod\1ct or material faits to pertol'Ul in tile accepted manner, the manufacturer w.ill incur Hie expense of such testing and the AlU may imn.lediate!y revoke, mooify, or suspend toe use ofsu<;h product or material \vrtbin theirjurisdiction. BORA reserves the right to revoke this acceptance, if it is ddqfn1ned hy Miami-Dade CoOn!)' Product Control Division that tbis produ<::t or material tails to meet the requirements of the appticable building code. l11is produc.t is approved as described herein, and has. Peen designed to comply with the Hig.h Velo.;jty Hurri<:ane Zone of the Florida Building Code. l)ESCRWUO;-\1 I.androark 30 (a.nd-AR) (and \\ltde'l"l'ack QB), Landlllark 4(t (llud.,<\R) (and Wlde:Tuck QB) and Landmark 5{} (and..\R) (and WiMfraek QB) LAllELlNG: Each unit shan bear a pCnTlanent label with the m{l.UUfllcturcr's name or logo, city, statel:'.ud follo\\il1g statem{~t: HMiami~Dade County Product Control Approved", unless otherwise lwted herein. RENEWAL of this NOA shall be considered airel' a renewal application has been fikd and there has been no cb,llng,e in the applicable bu.ilding ,.ode negatively affecting the performance of this pn.:xluct. TERMINA nON of this NOA \vill occur after the expiration date or if there bas been a revision. or change in the maH:~ria!s. use, and/or manufacture of the product or pr~css. ?-''1isll"e of this NOA as an endorsement of any product, for sales, advertising or any other PVfpQ$\;$ shaH autornaticalty tem1inate this NOA... Failure to comply \Vl.llj any ~tion of this NOA shall be cause for tmnination and removal ofNOA. ADVERIlSE..MENT:The NOA number preceded by the words Miami-Dade County, F1orida, aud roliowed by the expiration dItte may be displayed in advertising lite.rature, If any portion of the NOA is displayed. then it shalt be done in its entirety. INSPEC1l0~: ,,,," copy of this entire NOA shan be ptovkkd to the ,iser by the manufacturer or its distributors and shall be available for inspection at the job site at the. request oftne Building Offi,.ia1. This NOA con;:;lsts of pages I through 4. The submitt~d documentation \vas reviewed by l~rank Zuloaga, RRC . NOA Na,: 02,12.19.1)3 E).pira.thll Oatt; tll..t28/'01 Appro'l'all,)a(el (J3!21i03 Page 1 of4 6. L\.BELlNG 6.1 Shingles shall be labeled witl1 the Miann~Dade. Logo or the wording "Mia!'rd~Dade County Product Control Approved". 7. B{)lLDl~G PElL'ill'l' REQUIRE..MEN'fS 7.1 Application. fhr bUilding permit shall he accompanied by copks of the folIowmg: 7.1.1 This Notice of Acceptance. 7.1.2 Any other documents required by the Buildi.ng. Official or the applicable code in order to properly ev.,aluate the in.<rtaHation of this system. DETAIL, A CERTAINTEED LANDMARK 30,40.50 All dimensions shOwn are in inChes -$ 5l8'1 -,"'"'''''~.",''' 16 1/4""""~~""""'''1 '''~l - () 5t81 ---'-1 }-s 5184 I rS1arler - I G._l!!!!'!..!!!!!!. Eaves NQA N<t.: 02.1:219.03 ExpirJ)uon Date: O}.!2Si01 Appt(l\'all)ate.~ 03JZ1/03 Pag~ 3 6f 4 ROOHNG ASS.K~1BL y ApPROVAL Cat~ggTYt Sub.C~ftgory. 'M at~rt\J.Jl! Dc~~ ::r)~ Rooii.ng 07310 Asphalt Shingles DuuensionaJ Wood 1. SCOPE This revises CcrfainI'ecd Landw<1.rk 30 and AR (a.nd WldeTrac.k QB), Ctrt..uoTecd J.audmark 46 and AR (aud WldeTrack QB), Certainl'eed Landw<ll k 50 and AR (and WideTrack QR) Shingles as manut;1cturcd by CcrtainTeed Corporation de$(~ribed in Section 2 ofthis Notice of Acceptance, Z. PRODUCT })l{SCRlPTlON . Prpqlh~~ pimensiQn~ Test $pcdfk<llions J>rOd\lct Description Certainteed La:.udnwk 30 and 13~~" x 38 %" AR (and WidcTrack QR) Ccrtainteed la.ndmark 40 and 13W' x 38 ~~" AR (at1d WideTrack QR) Certainteed Landmark 50 and 13~-:.\1 x 38 %" AR (and \VideTrock Q13) AccessQrj Shingles various PA 110 A heavy weigb.t~ Z471b/sq, dimensional asphalt shillgle. PA 110 A heavy weight, 264lb/sq, dimt'nsional asphalt shingle. P A 110 A heavy \\leight, 2961bls<1, dimensional asphalt shingle. proprietary Accessory sbingles for hip, ridge and starter strip applications, 3. EVIDENCE SVn':\lfrTED: rc~,t ,~~et!ll Te~f 1dentitier R684 Jest N<\meJRl'(wri UL 790 t'nden'\'Titers Laboratories, Inc, PRl AsphaJt Technokgies, Inc, peTe -0 1-02~O 1 CTC-006~O 2 -0 1 PA 100 lJnder"....tittTS tahol'ator1es, Inc, 94NK9632: 02NK42448 Wind uplittresistan(:ePA 107 l)a tg 04/02/0 I 01112/01 11/12/02 I 1/30/00 11/08/02 4. LlMITAJIONS 4.1 Fire c!a"if:c<ltion is not pmi of thi:!: acceptance; refer to a current Approved Roofing M$terhls Directory for flre rating:!: of this pro\1uct 4..2 Sbal1 not be inst.11led on rooftne~n heights in excess of33 ft, 5. INSTALLATION . 5.1 Shingles shall be installed in compliance \vith Rooting Application Standard RAS 115. 5.ZFlashing "hall be in accordance wito Roofing Application Standard RAS 115 $J The m.muf2cturer sh:'\H provide ckarly w11tten application instructions, 5A txp<)sure ;jnd course layout shaH be 111 comp1ian.ce v,'ith Detail 'A', attached. $.5 Nailing shJ 11 be 1TI compliance \vith Detll.11 'B', athlched. 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"'''~ LLJ LANCY/ARK 30. 40, 50 (AND AR)' WIDETRACK OS (Low and $tartoard Slq)e) ~~.. ._- .... .."""" 33 3/4" ""'"''''''-''''''''-''''-'''~''' -........"........ ,,,.,,,,,-,-.,...j ~~?;~7(~ZZ~Z~;~~~:~~~::~~~aL!~I~i~:!~~L::;~?LLZ~~2~.:?7Z2Z0; N';;fH!(~ an:., fGt "t,':t~~p;'" ~~~ \~~lf;;lf ~~ 21. ~~; h~ ~t\~~n ~1-ttoq~ 2 ~.:s.~ ~~~ . _,......"-.--". ,_.... 14114" ........,,-.--.....,........--, 12" ".",,,.--- -----::=: Z\,.-,,=~ ~ ,. 1"" ~" '1 n..n .. i , 13 1/4" .F::::~r;;R..,.9lJ&-:;.~"" : " 1'.":;:::'''&;; , 5 518~ exPQs;;re L~i',CM;\RK 30, 40, GO (At-iD AR.) , WtDETRACK Q6 (Steep S[ope) ~ l 6 1/8" ! I I _L_J.. 1::;,\1) OFIl1l8 ACCEl'TAl\CE NOA No.~ 02-1219.03 E;lplratlM Dat.:: 02/2&'07 Approval D<lte: 03127/03 Page 4 ,)f 4 _.~ -.....~--~----- ---."...,~---- . ----" -- ----~.-.._--~... ---~------------_._------ ,f- FiLLED CELL W/ // #5 VERTICAL // / / / ~ (5) 1/2" DlA. x 8" // / / "J" BOLTS / I f I / ,/ / / t 0. ,/ /' l /rCONT. 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(Y 0 U u.J 5-10 2 0 I (j) ;:) M 0 0 C\i @ ROOF DETAILS M\SrER MANUAl SHINGLE APPLICATOR S LAMINATED SHINGLES ... fASTENING ........... _ )al~ Proper Nading Wl R OBjl'Cm t. 10 l('<lm tEN (JjjTl'( t j.lI'O{edwe for 1I1stallmg ltplillU{lt'd ,hl'lg!es * lANDMARK SERIES, WOOI>S<APf>> SEilES, lANDMARK' 40 IR AND LANDMARK' Tl n.::H"'\~J51 ~J.'J.<>;J{{h~HW1,~ FRONT BACK \-- -,: - ,," UNOflRSIOE OHOP LAMINATE - , LAYER Rir leellilital t{u~ll<ms, ,afOfl/Jal1oll 011 ~cc~plal;lg allemaitVlI allllUeahen metMlI$ aM malerialt, Ilf a c!.!py ot lbe pl'lloucl wartanly, c\}nlacl the SQllfC~ ll$led l}~l~w: lOW AN!) STANDARD SlOff U4GUSH DIMWSIONS STEEP SLOPE c' ,- j ) . l , , I ..I .. ~c=~~= U;:~LJ;01" METRl< DiMHiSIONS ENGliSH lllMENSIO!tS * ~ !deTr,\d, Qt{ MURK DIMENSIONS r-\l')ll:;d$B laOB t ~, LANDMARK Tt * \'Hd~lr,H;k QB , , " -, ~ ~"",.,.'>:"''{'~ ,::",,,:::",, 1 ~::':~':lClPS us AI/"<>I;<' C E R 1 H " I E Ll} S H I 'Ii (,( II \ f' l' II f ~ 'l () R S \{ \ "l \ 1 , . , \ !,%~:"'(jf !~ }1 Hl~t~f~)t dIe k'.s.&:l--< uJ t\~k;} ttddrl') .......... CHIMNEY flASHING .......... 2; ({~ I<V 1 \iI'li" I r '~QIF LANDM.ARK Tl ,(\ U9 HO .......... ONE ROOf-OVER METHOD FOR ENGLISH DIMENSION SHINGLES "~ PREPARING fin ROOf SURfACE fOR REROOfiNG "NESTltW' COMBiNED WITH THE flVHOURSE DIAGONAL METHO!) (' SEVENS AND fOlJRTUNS") (&1jJAr I, C t R n f S a; EO S It I N G U H' HIe \. HI" S M \ N l H (j~j:t(,er I): el\R.1UNIHl} SlIl'Hilt; \Pi'll( ,,\IRS M\.'ll H 1'\3 In - -""",,- """"-3""<"__ ~ - - ---- ~-- .1)>1 d'." to h1l'1'. \ 1\0 JHROll,!i ';1 II 101 R%S. ~ l\li'()R I \:\1' fJo Jl{. 0'" lnolD\l ..-.. ~ HIPS AND RIDGES ~ SHA.OOW IUOOE' A(USSORY SHiNGlES fOR HIPS AND RIOOfS ~ ONE (LEAN-!)E(K APPLICATION METHOD FOR ENGLISH DIMENSION SHINGLES .......... flVHOURSE DIAGONAl MHHOO ("SEVENS AliI) fQURTUNS") I'Rfl'\RI'$, !HE 1)(( K 1~1 Cot R~t;: \1'pl, a full ,1\lHl;k at the 1"1' <r ldl ({lfl'i'r of*tl~ ,'1'01 M.d,( [$<' 1<:)<,<'1' edgfi ,md h>fj <zlR~ !l~ 'hi,il ,Ill!l d,~ ed"t$ ,,( (he ;;1,\11,'1 (,1,1'.(' I F,g,ae 15 8) \ \, \ J\D lHRot GH SUI em R.~IlS: ~---------- --- ----- ~ IMPOIU\\f; Dc' <tt'( ah~ll !Oint, lfilhtn,~\,d()','r than "."' \1'(\m one (w~ntI1<. t 2 (j,,,ple'f'i Clikl'\I"iTfffJ $ffIN(,11.: ~1>1'IIC\IORS M\:Iil H (b.Jj"<') j~ (' f In U'HUO SHIN G III Hl'l[f nOR'$ M \110 t \t rl' Engfish DimenslO1t l<'l)\',lt tJ;~ tl\\'-\\1 If',' r Hem Metrlo Olmension (!"1flf~ I) (I'.RI'\I\TEl'O sl:!l\til E \l'PIH \lOIlS \HNl ~l (IJ<Pf.i;>! /"1 CfRt\l\IEED SHPd;U U'1'1I( \TORS \4\\1 \l - - -..........-------- -- ---- ONE <LEAN-DECK APPtl(ATlON MUKOD fOR MURIC DIMENSION (13W' )( 33%") AND LANDMARK n (131/4" )( 40") SHINGlES ......... flVHOUR$E l)tAWMAl MlTHOn (Pal' AN!) 1 H'4") I'RfP\Rl\(, me DHK, . T ~ , o t ~u A)("I~bt tit (ONTOORRIOGE~ Af'f'llCATlON IS AS fOLLOWS: ) 3 .........", ns h6 W Q,)tJ) Ll..~n:: ~ Q,)Q) ....J =:::JO w'oo::ft tI)+' <t: (/) f-wLl..f- Q,)-~ Z 0:: <t:o:.:2:z 9 w <(CO ~-o:::> Q,)(,) (/) z W x~o::o ~o (/) a (,) O=>Ll..u i:!: U5 n::oz:u tJ) w tJ) 0 I- Cl..:.:2:w<t: D:: 0 CL ~f- tI)~ 0 <t:o<t:o Cl.. <.:J 0 Z Z wD::f-z Q,)C 6 o::LL.w -'0.0 w <t:zo:o c;: ....J W ow<t:o (U-- f= :::> ....J 0 W~(J)O ..tJ) D:: ro C{ <( f-;::zz QQ) W Ct: o o<t: e"C U f- I- :::>w-w ~ 0 oo::(/)~ 0 <t:z 0 ~(J)w<t:z (/) (j) w l.L. 0z~8:0 0 U W <1:000;::: ...J('fj ~~ t)C/50::f-(J [1)0 0:: wt'-- OZO~- <.:J~ ('fj<;t <( Ll..wa::un: z('fj w~wOo.. ('fj0 ::J <t:...J ('fj('fj D::O~aS<t: D::Ll.. ~~ CY :3....J- ....J o . 00 C/) o...J .D::<i! .~ 0000 (J)<t:(j)o~ (/)Cl.. ,,?OO O:....J........ LDO w...Jo t'--t'-- :J>~zo:: <;tCl.. 00 <t:o <t:0 O'l<t: <;t<;t w a 00 I Z N f- - (.t) .(/) $:(.t)~ 0Zw <t:N(.t) (J)?:;Qo o::~~ . 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E>.inJders .Gene. U~l A h.J~~~(fl'lwn General AJurr:inum B, r;()RI20NT,~L SUDER KI000 8~'t\eri3<lt F?a eitruc~($ (M:!e~ton~) Ger:erat Ah.J~j.(lum C Ff:~ED Kii"iCQ 8etterBiH Fia EXtTlKiers tMltesto:1€ G~rwra1 A!~mjr1Urn Cene;a! AI\Jm,inwrn D MUt..UON' Klnco 8e1~e r8lit fia- D1f1.xier$ (Mdesto,'1e Fli!c Ex(r(I(Ws (Mlle5[On,,; Get':e.fa A.h..u'l'1i num General AkJirunum Ge~era; ArUl-l'llJ1UI1l Ge(1~ml Aluminum 3.. PANel WAl.L A SIQlhK3 8.$OFFlTS K~vcan UO C'drner00 Ash[ev Blf:iojh'iQ' Camer,)n Asfiiev B'.;ildi:'K! ~~VALl.I.f:.I,NER _.__ D GL.""SS 81 CCO< Flttsouro!'; CO(t'\if,(J 00"0 E OTHER 4. ROOFIN<URODucts A AS1- HAL r SHINGLES ProQu<t Description AprirovaIN~rrlberls) $"rnocth .$tp:f Fl'11fO.5 Mk2!3J'V~ Mk213.W5HR Mk2!3i4iOXHP 420. ~70145'1, 47QfiP!452"rlP Series 500l'10'0012000 42Q1430id40 fL126: FL561 ~----- FL264 GaraGe D<JC)( "'PST'^'4 16X 71 Gacace Door 6RS >N4 (9 X 7) n::r:r;:66 L.302$:4 , Mkac.-:00 MK4';)i50 HP 16S. 1 lO. 740/3740, :f24'?i4Z.>OHP Serles 1 $00/2000 1;100,' 144(';i14'j>OI1540i15?0/h70i1&O('\{ 1:94)11970 F\.123 FWfJ FL42. Fl.254, 109% FL204 1GW RvV HP, r~VV XHP :'~'>IV4,X;'lP 1~3165G8o. Series 1 000 1100114801 15$QI j 5SD!1860i1990 FL:124 FL670' Ft.:'l3 FL2S$, 1700 Nlk 40/50 ?NlCT, Tvl/PWICT 169130(}) 7 40!37 40, ,3240J4'250HP, .680 Ser:es 100012\))0 1JOOTDl111-00. 46o.TDU1450/1550./15!0i1900/ '1 G70fOOOO{5~OO!5360 FL125 Fl'ol6 F,A4 Fl258, :'53, wn FUM" 26::> 1593 MQ:l-04A, M02<GA "Ag6-0ee F\.967 1'<557091571010711;3712)571,i5i141N18 Fl';570'),r570 1 1570121'570,1/5704/5 70:;;5717 1100;1_900J1~,-jn'1,t't;in.a(1CfTri ~e$ 1442~ ~ 4A5, 1, Sifl$.k~(a,l ~...4ulisarid Brackets 1445, 144~ ..144 ~F/. 1$ a.""rcl !3racke:ts; 5~~05347~%'.5350,55 1$000 Mu!isand 8rac\<ets FUi74 R974 FLt252,1 8.1667.1 t[H36K1 fL 1&'1.4'.1 0OO5l06:~6!95C\)(1i}S 10 .A!uminwn Soffit 41550l..15102/45"1'O-'2N AturDElurn S9ffit Aiuminurn r npi<a four T 14 Ft.l"',,;:. Ft.<<:\6" 'L4O$.2 Glass Or;Titl~sb.,rir~' jnste,1'b:J IN/j~1ortar Ft1563'--- e UN\'!E(;:LAYMEI"lS C ROOFING FASTEt,fORS D. ROOF \/ENT!LAfORS Cer\<\Jtl Teed Cor~El,SD- ~'.'rk 30140 aN AR) . XT251and AR. XT'30 (and A.".; Fj.,25( ,0. FL2~ 7 FL250 t 4, FL25(i 15 FLAOS.2 Ad" V-ent i!~C Ve.ntl.l:::i PI!)$- E ROOFlNG TIU,S F MOO1FIED.BitIJMEN Fi.479 C"rii!;h Teed Corp ,Rooflnf,1 Modifl<lo 81\umi)f' Reof S"stem o SINOLE PLY ROOF SYSEMS H. CEMEms.ADHESIVES COATiNGS I !'(COP 1'11.E A.OHtS!VE J cn~Ef~ 5. SHUTTER$ ~::)RM PA:N!::lS 8. COLONiAL C ROLL. UP o OTHERS . SKYLIGHTS fl.. 'SKYLiGI{f 8. CTHER 7. STRUCTURAL COMPONeNTS A.NeeD conNEc;cr~SI MJ HOPS SlmpSQr, Str,~;,..""-i> USP Struduf0fCOqn raTRGS$PlAfCs MiTekIOOul;(r'e$, Ix C Ei'<'0iNESSEO lUM8ER So ise Enq, YVoPd Prod o R-"!!.-'HO E. (;ON()[~STE AOM IXT1JRES F ~\ATERIAl FECR Corp { ast.CreieJ G OTHER It NEW EXTERIOR eNVELOPE A '8 Woco Cor:f'.eo.:;tors a,1d- Ancf":ors. Wood C':Iryoed':lfs and AnchOl$ SEecl"Q:1 '$.ee chait Tli€ prodUcts listeo b€lOh' did not derwnstr21te product app!',,)\,~1 at ~/an -~'.~N I, Joder<3tarvj ~ht1t at t~B tlme of it'}~pect;Qr: ofthes~ p;'oW:;ts" the fDitcwing Ir1fofn:.atioC1 rn~st pe ,a\I3~I?ble 'to tT:e Jn~p~cto~ on the ,Jobs1te,' ":; coPy o.f H'iS: Pfod,ucf ~~\~;rrC\,a!. _2) the p,e;io(i"'O,nce (;ha:~cteristi{:6 \i-jh~(;hfr€ prooV\::t '~~las-tested, ar~d certified ~c comp'~y. \-''''Hh 3,; copy of tt:.e appncab!€ mandact~..Jfeis :r:s~IFat\On :eq'';lrerr,er,~s, F'-.JMr-t€f, t und~(Sr.a,1d ~hese products mey r-ave to be te~OveD If a-ppf')\-'al (.;.a(l:'1~ be defY1Qn~lr:j,~e>j dvy~ng \PS-;:..~tl',)ll, fFUSS P1ates l2197 Versa-Larn S? '/11060.. !-Jo'sls PlL.lOIST FL 1644 Fl1640 Hie!', $tc?r>::1h Co'lCrete lir1f.el$ FL15$1 APFUeANT SIGN,~TURE C\\ TE ......~~_...~.~.--- -~"'-'., - '------ ----- ----~--,... -- ..--- --.- ---~--~...~~..,.,..,.-,-----,,-.-,-.-..,-----~.~ r-" ,tf1/4'TW ! 1i~~~ooOoO~..!. , OODODODDDOO-~ I 0 0 O. n 0 0 ! DOOOoOoOo~Ol D~n~O~O~n~o ~l1fi&tiF\JU se~ (l.OUI'1!A3 ~ III ~AMi 1)lfll!Cc1'lOll AS ilI&Sl r- (!ig'f)..-.,___CC,'El<(;( (W) i .jl--,,- I I~l~~ T I ~o~ l.-.- .J3 -,-J t RIft ($"') I f~ ~n~ ! hi DEl'1l1 MN<' r CRWl"" '0' PO<. OO~A<lt o:lS u" me 01-97 ,o.;s 6.21 ,~o, 7.e4' + . . ... ,,. . OCPT_ 'b' 1 , ~'A'''''lh8CA1.El ~ i t . j \ i I CO.?J.. '<It.. (RtT). ~.. (>)M<lt (Rtf) .~: ,a3~,:l3.~ ~ ~AJl; {i.~ N~ell< (l)Mnko1.6' S<lf5l~Ah","""", Alloy)lOS. H'a(<:!au&<Ml)) 0') Mol<> 12' S<lf5l In.,,,, A!wttisl\1m Ai)ay ;\Ii>> . ~H ({)O\,il" o.~14) (;) C..~ (\..J! W1d1bs: l$~$ ii>ch<il (1.' S<ltlit) 14,~ m.a.. (]2' smlit) (4) All ~~ !la411 "'" 0,04:7.f1nl<>sI; Oih...wl$e No!od (S)~~ID.1'.rm.""" ~_""-O,OOS w.. +1- .005 Afi~lo +/.../'" (6'; rollilli~ M"'\l 8.1",,-0'.04 Cap~.fM.u\u~~ !>mo Wi<hll! &t>hll~gi.">'ifk.n- >Ol1 To~ (1) ....hky Pott1~ 4S1R"!' 11' SortIt ?r*1S4 lINN', W Soffit ~ \Vilo<eNN~""til\lsJoC,,11lt (8) o.:.;""l'_".li"$O'SJ'): f~" Mid 8~mt l'/."V~<<i$\)tfu. L6" SQL."$. Sot5t l~" V~nre.d Su$"fd; E~cNJ- SlAl1'I """"" H.4l1'1 l. ._._......______>._. ...... lllIlAl<ll~ ClaM,! r.. ~ ',J.'..IV 'M1 I. -l lUlO C(l.'o$G>: ,1"H~ ,.,.~~.~ . "..~ PJ1~,.,.._, I (B':nj Af S' P d :;t Florida Prodvcl ImP:~b:~ uc Appro\'af Product Description NUl11bef ^~~4 Ft..474 Frarnin(t ,~\"'t:~Oi I\BU44 FL~7 4 A(h)~t~t;(; i=J(',st ':5ase CS22 FL 1001 Cod Strai:; r:B H3 FL 47 -4 H~..lrrican€ -:' e HiO FL47'4' ~~af\e = ,? H'25 FL474 HJJf\Cap~ : '2 H6 FL474 Hurl'\(a.t!e T'e HCP2 FL474 H~n COH1<3f ?:ate C~il(,*cto; HDQ8.S'0S3 FL474 H1;Jdc't1;v!">' HETA16 FL 190 E.n').beddad T;-'JSS Ar:chor HETA20 FL 1901 ErnrJ.XK!(."-::! ';:US$ A;'~nQr HGU$2~O.2 FL474 Trus:s hanOe; HHE"'A40 FL1 00 1 Embeode.:J T,'..i~S ,.t..nCXf HSURJL4iO FU~03 b'e$\{";: SkE:',vec,j Hanger HTS-16 FL538 ~e3YV Tress &'3') HTS20 FL538 HeaV' ~r,ss Stril,O HT 16 FL503 HGfTE:ilSj,)r'1 ~ € HTT22 n.50~ i..-iD:TenS1f/: -18 HUS26 FL474 H€3W "i.olst M'a:'Y.ler HUS28 FL474 Heawv~);st i--'3r1,,;ef HUS~10 F1.474 J...')jst h~!'ice HUS412 FL474 JOlsl Hanqec J:i,U2.~4.22-_ ~~74 __~1 cia ",;er .__ HUSC-1 '; 2 FL47 4 ,..JQi~t rl~l ng~ r rrr fL.174 !"!: r-Jols~ Ha;~ tUT Fl474 l-JO\S\ Hai~'f'ef LGT2 Fl1423 LJqht: Gade~ 'T!~C-(;.\'/(1 LSSU21.'J.2 FL474 Slo, )abje,rBke'Hac~e H-?inqef LSSU28 FL:474 SlcpacialS~;=,';?;:::i€ HanQer l$TA12 FL1901 StranT~ LSTA 18 FL 1801 3(rao T,~ LSTfl30 Fl1801 StcopT" LSTA.Y.l FL1901 StraD T# L.TS'i1 FL474 TWist SttEt;) L ;'516 FL474 Twist S\r3p LTSHi 8..474 T\~ist 5:r3,J l1'820 fL474 T'v~'!st Str~:) lTl"9 "l474 renslonT~ tTT208 Fl...174 Tefls1vn r;e L.US'2f) FL4?4 J~>;$t Hanqer lUS4~4 FL474 Joist Hanger !'>.~BHA.'3 5Bt'11 8$ FU5-38 \i.=,sonr", 2k'3/li Ha.'x~et ME.I A22 F-;9C1 Emoect..:lsd 'T"r~ss ,.;nC;-iO{ :\AGT FL 1423 tv1~illJf:'I G;rJ0' ~(;:dcwn MST 48 Fl1901 81rao-T" \43T60 F' 1801 Strim-T:" M:?I~l'.!J6 FL.1901 ~LT", for Maso2':L MTS12 FL474 TW'$tSVao---- ---------- MTS16 1'1.474 TWist Strap MT318 Fl474 TWls( Strap MTS20 F'\.414 TWist SITiJ:2 MTS30 FL474 lw1st $1:'30 MTI2~a Fl503 ,en$"~ Te P.A51 FL474 Fou0da:;o(' Str3~) BeS 1,4X2 1c2 FL'1463 Strom-CO""e .~.)rew 80$1;'4>;41/2 FL 1463 Strong Dr>,i~ SCr€'N SOS 1/4);6 FL 1403 Str,,)nq Dnvti;' SC'('",,,, SP1 FL474 Stud Plate ':"i<;: SP'2 :-=L4?4 Stud P1at..a :,~ SP4 FL474 St~-a Plats "€ U24 FL 121 S rdt:-e i\'IQvrl~ ..<y-st ;--L3, ')i-:,!r~( Sel Pac 1 <) F L 402 3 Expw HD Titeil- FL2J042 Titan AXfO; ---"'-'-l CO,^",Gl1 (Rtf') I 1-.3-1\_ . I .r. al~ 1_0l........... RUNO\JT -----, / / __..l_ r,ilS ____",.......,,--.J !-. --, "1 '""~3' I.R., : I I 3ea 'Q;-,Ol-~.-,a ---1 I '--33 --1 ,''''....-:-w ~'.'~,. ;='1:;1:' ;:''''':1> ("'!:~~ ln~< t.". ;.;:r.;. .:) ~'-:"~J I A I J- \11<\.\00112 PNlll!.~ ~ (9) E:f~~a~'t'.Venttng A.E'\:'a~ Un..1 Ft __~l.L 1<i" S<>fll. H42 ''l- in. $.$81 ''t- In. 12" $(;)ffH S.SSt ~~, i.u- i,58t sq. tlh td!i P/?"'PAAfl)(!Y)JOHN LALtOTIS. P.E. o!ttl CONSULTING ENGINEER . llU ~~O f'. ~~'.Sr. .$/..'frE: o. r~'J $M;t. 'Nt;# Fl.... j4iJtJq ~ ph...,. ('27) ~J$-'$<~ "",.. (127) 13$~ ...._~_.~ ,_....:........--~ _ .,~_. P,-K.., R~~,124Qg4 .,- caUl(!! \8 PAA!!t (FIJl,l. KAlI!l '\.. lOP IT f',\N\:l AS Rl.N 'll<_~k Ra.l.F1ll<."FR m'p) 1~-1' ~ PART: CAMEMN A~ BUILDING PROoucrs A~EY OMSlON TAMPA, A. SOLID AND PERFORATED ALUMINUM SOFFIT DA TE: 5-15-02 T ' I A-10051 i __..__.L_..__......______--' ;)$l~a'l': J,N.L SCALE: N, r.5 USP Product Number 11I1"34 P~U':;4 R S300 RT16 ,'IT? U- ~ A6. HHCP2 UPHDa Hl"A16 HT AlO THOH21 0-2 i-1TVv'16 H 1'vV2JJ :.-.tTT16 HTT22 HuS2\; HuS28 HUS41 0 HUS41? rHO THF i_uGT 2 lSSH:; 1 lST.A.12 CST,.\ ~B LST A30 LSTA:.loS tTW1? LT\oV'le L.l\IV16 l TW20 L 1'S19 LT$?06 JUS25 .I,,:S414 NFMo~.X117SlJ HT A.241$ KST24S ".S1260 .'. BULDIXG CODE CO:VIPLL\NCE O1<'F](:E (BeCO) PRODl:Cr CONTROL DIVISION ~UAMI.DADE COUNTY. FLORIDA l\1ETRO-DADE FLAGLER Bt1lLDlNG 146 WEST FLAGLER STREET, SUrTE 1603 MIAMI, FLORIDA 33130-t563 (305) 375-2901 FAX (305) 375-2908 ROOFlXG ASSEMBLY ApPROVAL Category: Roofing Sub- Ca teJ!orv: Roof Ventilators Flo<lda Produ~'t Approval :'<lImber :\laterials: Maximum J)esiRu Pressure Fire Classit1cation: Plastic N/A. N/A NOTICE OJ<' ACCEP"[~\NCE (NOA) Air Vent, Inc, 3000 West Commerce Street Dallas, TX 75212 r:-':...s:, :') C ',~~,~ ~f F;jj2::: "L'F\ Fe50" F~Jf?C F:"31- TRADE NAMES OF PRODUCTS ~L\NUFACTURED OR LABELED BY ApPLICANT: F'_o': SCOPE: This r\OA is being iSSUed under the applicable rules and regulations governing the use of consttuctio!1 materials. The documentation submitted has been reviewed by the BCCO and accepted by the Bailding Code and Product Review Cornmittee to be used in Miarni Dade County and oth~.r areas where allowed by the Authority Having Jurisdiction (AHJ). See detail drawing herein F~.,~:: . Product DimensiollS ,V2 FLd:; - VenturiVent PIUS1M Ri.dge Vent ~~- F~'~/(; ."~:': .Fl. '::.. This NOA shall not be valid afier the expiration dale stated below. The BeeO (In ~\ifiami Dade County) and/or the AHJ (in areas oth:~r than r-.1iami Dade County) reserve the right to have tills product or material te,qed for quality assurance pm-poscs. Lf this product or ITt2terial fails to pelt"onn in the a('~epted manner, the manufacturer will incur the expense of such testing and t11C AHJ may immediately revoke. modify, 01' suspend tbe use of SlKh product or material within their jurisdiction. BCeO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements oftbe applicable building code. This product is approved as described herein. and has been designed to comply with the Florida I3uilding Code, including the High Velocity Hurricane Zone. DESCRUYfION: Air Vents Venturi Plus ApPROVED t\PPLICA nONS: F'LB'6 FL:~:'i', EVIDENCE SUB~lITrED: ~':L. (-'" FU~~:' Test Agency/Identifier -- --. ------ c'lc' ,- ,;:~ ' ~ F,_:)~.. Center for Applied Engineering, Inc. r:'~e' :~ Fl.612, r.-!...8 ~? ::\..8~ :3 F~./\~ ') ;"L6 "Ld: F'_3: FL82C1 ":Loc.: F3: FLS,)~' LABELI~G: Each unit shall bear a permanent label with the manufacturer's name or logo. city, state and following statement: "~1liuni-Dade County Product Control Approved", un1e.ss otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. '1' ERMINATION of this NOA will OCCllr after the expiration date or if ther.~ has been a revision or change in the materials, use, andlor manufacture of tlle product or process, Misuse of tltis NOA as an endorsement of a.tly product, for sales, advertising or any otber purposes shall automatically terminate this i-iOA. Failure to comply with any section of this r\OA shall be cause for lermination and removal of NOA. ADVERTISE.\lENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in adveliising literature. If any portion of the NOA is displayed. then it shall be done in its entirety, INSPECTION: A copy of this enlireNOA shall be provided to tbe user by the manufacturer or its distributors ,md shall be available for inspection at the job site at tbe request of the Building Official. This NOA revises ?\OA # 01-0910.04 and consists of pages 1 through 3 The submitted docwnentation was reviewed by Frank Zuloaga, RRe 2:12 Refer to manufacturers published literature Test Specification Product D~scrjption TAS 100 Copolymer plastic low profile attic ridge vent with an integral end plug for instalJation in shingle roof systems. Name Report pate T AS 100 Wind Driven Rain 07-07-00-68 04/27/94 Slot: Cut a nunirmmllVz" slot along the apex of the roof by cutting %" on each side of the ridge. The slot shall terminateapproximatcly 6" from the rake edge. Installation: FLS2' __ FL 'S'.:~, Place ridge vent section centered over the void at one end of the ridge and insert end plugs. Fas.ten with rooting nails through nail holes in vent. Bull the second section to the first, align and fasten to roof. Continue this proce-ss from end to end rU~'2: FL8,,::( ....., '" ,- , 1..(''<::.. Ridge Shiogle: InstaJl pre-manufacture,d or field cut noge shingles over the ridge vent in compliance with the shingle manufacturers Product Control Approval and the installation. inst1't1CtiQllS ilsing t%" ring shank galvanized nails -- Net Free Area: SH22 FU,- '9"2 ~ F'_61 7 SOH l' '_$j' :'\Unimum Slope: 8 8 NOA No.: l}3.0930,lO E:~piration Datt: 04/05/06 ApprovaJ Date: OV29/0~ Page 1 of3 LIMITATIONS: NO.\ No.: 03.093Q.IO Expiration Date: 04/0S/06 Approval Date: 01129104 Page 2 of 3 1. Refer to applicable building codes for re.quired vel:ltilation. ~ 3. VenturiVent Plus™ Ridge Vent shan not be installed on roof m~an heights greater than 33 feet. All products listed herein shaH have a quality aSSlJranCe audit in accordance \ViOl the Florida Building Code and Rule 9B. n of the Florida Adtn:inistrative Code. ~ NAILS PATTERN' 12' Soffit - la' DC. I,., 'U~E' Direction of SoHit Length 12' 0 C, I", the Dll"ectlOr"l of Soffit \.},clth 16' SofHt - 10' O. C. it') the Dtrec;:t!on of Soffit Limgth ~ 1(,' 0 C In thE' Direction of Soffit '.-'Idth (3) Dil5i~1"" Pre5SI.....e NAllS' A-JOINT AREAlc' DIA. SHANK i DtA. HD. l~' LONG ~ ~ BATTEN, c'X2' R,r, SOUTHERN. PIN€: CONST GRADE MC!MIN1MUM 2'X2' CONSTRUCTION GRADE: -.... kIxtD SOUTHERN PINE OR EQUIV \ VDOD BATTEN STR19S 10' .---- ~ (I) Use A1umi.n\l!ll J-Cbatl.t1cl, Ashley Pm No,404.2O, to install. Secure I-Channel Using ('~R~h.i&nt 0.12" Dia.tt\~tef Shank Nails l-lIr LonS At /2" Spacing l3etw<<n Nails. See note S fur f/J-Cha.nnel Appti~S. 1-'" ! f ~30 1/ I ~II vCJiL '[ i v-- ~ II -I ;~ j Jj i~.. -2'5---~ I. " - 4.3 j ! ~6 l---- g:v.l Iii lTl ROoting (2) Soffit Nading Pattero: , 1 r S<>ifit - 10" a.c. in the Imct100 of &lffil ~ 12" O.C, in \he Dire\.ilOl1 of Soffit Wklth 16n &lff'1t - 10" O. C. in the ~ti011 of Soffit Length 16" a,c. in the Direction of Soffit Width J..cHANNEl. INSTALLATION r ElATT€N NAILER (N011E4) I /I f I ----- I I ~ I I Inttrior 34.4 pili VENTUR1 VENT PLUS (3) Designl'ressuro RlIti.ns (PSI'): Ellt...nQr SI.4I'sf "- I'\. F ASC1~~ 12" &lli<l Soffit Ii" Vented Soffit 16" S(llid S"ffif t6" Vented Soff'tt FRON. VIE~ OF f.~VE wlTHOUT . "=== ~, III .11 t.-i', I.......r: \ I \ i--jif--L-1if-~.~ i \ 24' I FASCIA I !roOF OVERHANG II .. - "-- NAIL: CORROSION J-CHANNEl .-J RESIST ANi NAIL , -, \.- Al.UMINUN SOFFIT PANL TYP, NAIU,'/G PATTERN lO'Xti::' 02' SOFFIT> 1O'X16' 116' SOFTlT> SIDE VICW Of EAVE - I DETAIL 11.0 1 , t I !~il-801 I' m I '~~ll i ---.." ~ ,87 J O,S. 1f1~ I i _ ! I I I.Of) ~.J i r- 14.1 ...., E~D OF' THIS ACCEPTANCE (4) N<>\ ttqIlito<l if O'/erllan& is t ," '" 101lS. If overlJJmi is 1," t\J 20" dlvtde the v.1dd1 inl\ll1fto ~ prop<< O.C, !e<:lI\iQu fI:4 tlaltlln Nailct (I.e., fbt all. IS" o~ the Bsue1l ahoold be 9" O,C.) (S) lnn<ll' Ballen Nllilef lWt requ.irod f(l! 1'..c:1lannd AppIic.tlqns, Snap . tmllino ,R'fut=t amllrtl3Cll f.(;MtiJld diledly' towall..w-.gr T-Nailer 16' O,C. (,\.1'lS C"".ltU<<i<lft) Of .12" DIA.. cot!<)1d"" teslstcnt naill-!-long 12' O.c. (Pl..}......oQOd I O.8,S, ~). ~- SATTEN NAlllER(NOTE4} PIJ-CHANNE INSiAiLATlON , III sloe VIEVV OF EAVE I . i~'"d~,,,"~ j/Jo ;/A~.(. I~ : ROOF OVERHANG I \ " ff"'" "5- n - (> -<-- '?' ~ ..J ,- '- NAIL; CORROSION i.PART' JoCHANNEL RESISTANT NAl\.. . -J ~""JOIIN LALIOTIS. P.E. t CONSULTING ENGINEER , IU UStJ C ~ Sf surrr a. rARPv.'-'I SiWlK>S PL, ~ tEla ~ ('7i7j !f,.,.'5-&...~ (I:li( ('127) 9JS- sas.J pt: 11"",.""""" f N6U _ __ __ _. , I I II 'eA"Mmotn-sR[E'f ----l eUiLOlN<) PRQDI.!CTS ASHl..EY DMSlON TAMPA. FL ALUMINUM SOFFIT . j JNL!N8TAj L~~5~~~2 D~SIGN -~ "''''' .~-- - - 1 A..10053 J .'1....._ _..'_'" SCAtE__ N ::2.______ ...._1__.._____ _ ..__..__ ._.. r- .;;, -< '- F oCHANNEl. (NOTE 5) NOA 1\'0,: 03.0930.10 Expiration Date: 04/0Sl06 ApproHtl Date: 01J29/04 Page 3 of 3 w U I- o Z w (!) <r::: I- o o LL W 0:: <r::: ::) CY U) w 2 LL.-:t:a:: -ocr:o W LL.LL. :;:w"",f- Oc:::Z 2-0::J x~a::o o::JLL.u a::ozu o.."",w-:t: 0.. c::: ~ ,__ -:t:o-:t:o wO:::f-z a::LL.w -:t:za::o ow-:t:o W~(/)o f-~ZZ o o-:t: ::Jw-w 00::: (/)2 (/) -:t: Z . W(/)w-:t:z "z~fE52 ~900~ O(/) cr: 1-(.) odjQ~:J LL. o::Uo.. 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LlJVlOCl: OX:LlJ::;) ol-ZU ZZI.!JLlJ <t:O-..J ::iEVl- I.!JN!:!l~9 ~~I-;;>>..J == -o::<t: <t:~wo:> O::LL.~o!:!l oooww !:!l:JLlJ~O x: <t:X:LlJO 1-:>I-VlU ~ o >-5:z Z <(~Q ZLU~ -V)> oz- woo ()()<( ::) 0 OZo:: oWo 0::1---1 [l"t::u- wO::--I o::S<( wwO:: COIl- I-I-Z Ol-lLJ Z:::;() >-00.: <(I 0:: ~t::0 zS() <(o::w -llLJ~ a..ZO VJZI J:<(VJ I-~::) Q.. 0:: o () W ~ o I VJ ::) ('1') o o (',j @ Plastpro Incl Nanya Plastics Jeld-Wen Distlntlon Fibreglass Entry Doors Exterior Doors F L 1321 FL498, 539 Simpson & USP Cross Over Chart with Florida Product Approval Numbers Simpson Product Florida Product USP Product Florida Product Approval Product Description Approval Number Number Number Number A34 FL474 Framing Anchor MP34 FL570 ABU44 FL474 Adjustable Post Base PAU44 FL569 CS22 FL1901 COil Strap Tie RS300 FL822 H3 FL474 Hurricane Tie H10 FL474 Hurricane Tie RT16 FL565 H2.5 FL474 Hurricane Tie RT7 FL565 H6 FL474 Hurricane Tie LFTA6 FL820 HCP2 FL474 Hip Corner Plate Connector HHCP2 FL817 HDQ8-SDS3 FL474 Holddown UPHD8 FL817 HETA16 FL1901 Embedded Truss Anchor HTA16 FL821 HETA20 FL1901 Embedded Truss Anchor HTA20 FL821 HGUS210-2 FL474 Truss Hanger THDH210-2 FL821 HHETA40 FL1901 Embedded Truss Anchor HSUR/L410 FL503 Heavy Skewed U Hanger HTS16 FL538 Heavy Truss Strap HTW16 FL820 HTS20 FL538 Heavy Truss Strap HTW20 FL820 HTT16 FL503 HD/Tension Tie HTT16 FL821 HTT22 FL503 HD/Tension Tie HTT22 FL821 HUS26 FL474 Heavy JOist Hanger HUS26 FL818 HUS28 FL474 Heavy Joist Hanger HUS28 FL818 HUS410 FL474 Joist Hanger HUS410 FL821 HUS412 FL474 JOist Hanger HUS412 FL821 HUSC410 FL474 Joist Hanger HUSC412 FL474 Joist Hanger ITT FL474 TF I-Joist Hanger THO FL815 IUT FL474 I-Joist Hanger THF FL815 LGT2 FL1423 Light Girder Tledown LUGT2 FL568 LSSU210-2 FL474 Slopable/Skewable Hanger LSSH31 FL816 LSSU28 FL474 Slopable/Skewable Hanger LSTA12 FL1901 Strap Tie LSTA12 FL816 LSTA18 FL1901 Strap Tie LST A 18 FL816 LST A30 FL1901 Strap Tie LSTA30 FL816 LST A36 FL1901 Strap Tie LST A36 FL816 LTS12 FL474 TWist Strap LTW12 FL820 LTS16 FL474 TWist Strap LTW16 FL820 L TS 18 FL474 TWist Strap LTW18 FL820 LTS20 FL474 TWist Strap LTW20 FL820 LTT19 FL474 Tension Tie L TS 19 FL822 LTT20B FL474 Tension Tie LTS20B FL822 LUS26 FL474 Joist Hanger JUS26 FL821 LUS414 FL474 Joist Hanger J U S414 FL821 MBHA3.56/11.88 FL538 Masonry Beam Hanger NFM35X1178U FL578 META22 F1901 Embedded Truss Anchor HTA24-18 FL859 MGT FL1423 Medium Girder Tledown MST48 FL1901 Strap Tie KST248 FL822 MST60 FL 1901 Strap Tie KST260 FL822 MST AM36 FL1901 Strap Tie for Masonry MTS12 FL474 TWist Strap MTW12 FL820 MTS16 FL474 TWist Strap MTW16 FL820 MTS 1 8 FL474 Twist Strap MTW18 FL820 MTS20 FL474 TWist Strap MTW20 FL820 MTS30 FL474 Twist Strap MTW30 FL820 MTT28B FL503 Tension Tie MTS27B FL822 PA51 FL474 Foundation Strap TA51 FL816 SDS 1/4x2 1/2 FL1463 Strong Drive Screw SDS 1/4x4 1/2 FL1463 Strong Drive Screw SDS 1/4x6 FL1463 Strong Drive Screw SP1 FL474 Stud Plate Tie SPT22 FL817 SP2 FL474 Stud Plate Tie SPT24 FL817 SP4 FL474 Stud Plate Tie SPT4 FL821 U24 FL1218 Face Mount Joist Hanger SetPac10 FL402.3 Expoy HD Titen FL23042 Titen Anchor .-.- ~------,--- Ll.J () .-- o Z Ll.J ~ ~ o o l.1.. W 0:: <t ::) a (j) lLJ ~ LJ.."'l:Cl:: '0 Cl:: 0 Ll.J LJ..LJ.. I- Ll.J L_ "'l:o~z ~-O:::l x~O::O O:::lLJ..u Cl::ozu n.."",lLJ<( n..",,~ <(O<tf- WCl::f-O O::LJ..wz <tzo::O 0Ll.J"'l:0 W~(J)D I-~zz o 0<( :::lW-Ll.J OCl::(J)" <(2",= ~en~~~ 0Z_LJ.. ~QDo~ oenO::f-(3 or5Q~::J LJ..~Cl::UOCl_ Ll.J_UJ 0.. O::of---1<( <(--1ZCO--1 :::l--1-"Cl::--1 O''''l: U) 0 <(~ enD:::....J'-. ....JLl.J....J0 ....J>~ZCl:: <t:0;::.<t:0 i ~ --1 en1U~~ ~'u ~ ~ ~ ~ ~ ~ I tJ) ~ 0 en CU n.. r.::J Q,)C86 - 'OJ) u: --1 ca'- - --1 _tJ)~65 ~ OQ)W L.L.. "g U f- E ~ r:W ~~ ~ lLJ ~~ ~ g('l)u ~~~J) ~~ ~g ~~ ~g · ~c.tJ ~o:~~ ~ 0 '00 .~ coco en 0- co co LDO r-:.r-:. '<;j"0- 00 19 r- 0) <t: '<t '<t ~Ii' c::::JO <em PRODUCT APPROVAL SPECIFICATION SHEET As required by Florida Statute 553.842 and Florida Administrative Code 98-72, please provide the information and approval numbers on the building components listed below if they wiil be utilized on the construction project for which you are applying for a building permit. We recommend you contact your iocal product supplier should you not know the product approval number for any of the applicable listed products Category/Subcategory 1, EXTERIOR DOORS A SWINGING Manufacturer Product Description Approval Number(s) B SLIDING Kinco BetterBllt (MI Home Prod) Fla. Extruders (Milestone) General Aluminum Mk 2/3/4/5. Mk 2/3/4/5 HP. Mk 2/3/4/5 XHP 420. 470/452, 470HP/452HP Series 500/1000/2000 420/430/440 FL126 FL561 FL45 FL264 F--__ C1J w C. SECTIONAL Clopay Building Products ReSidential Wind Code Doors FL542 ~ ~ CO 0 f-.en ~ ~ ~ 0ZUJ <(to'" .. en~Qo O::C'II<D t/) . 01-0 O~'*l: Z E5z(Su w~f8ii 0 l,U~o:c.:J II~. ~ ~U)-z I-f-...ILIJ ;:) r.::J0::S36 o::LJ..Uoo. ~ zWn..--1 00'.0 Ll.J 0 en - en LJ.. z f.lJ Z ,10. Z ::::I Z 0. f.lJ .., Ll.J en CO 00 ftQ Z I:::lzwQ~i=Zt:z: f- 0 ::s I (/) <t: 0:: ==:J CJ 6zo..f->wOolXl V; <( :x:wU)O-o::, UJ f-Ll.J::;!I-D:::O-llXl-" ..... en"'......- <t:...I..... w'-'oc~('I)zo:: 'LI.I roo:::l o<(:::lct< <( w~f-~~Of-...I:J: C J:~uo.. wUO::U CE f-o:::l""'J:Z:::l<;:; 0 O::"'=I-r.::Jocuc ~~tn8~V5tnDO Ii O'l o ('I) ('J Z g Q ...: O? :;;: I- benC::! '<;j" E ~E56 8 ~ <t: w J: ('J (/) LJ..zl:- rl 9('1)LD(3::) M CO 0 ('J Z <t: .... il)i'-rlwLJ.. C) \:l.ON('J 0 .0 CC'1,....Jw.8 ~--1~~f- u oLJ..CO:::l(]rl 0 . roO r-.:. f- - CD (/)~OU~rl Q.'<;j":::lf-O) W rlo Cl::Cl::.f- J"lQ.J:f-Wo<t: 0) <l: n.. (/) U z: 0 o OTHER 2, WINDOWS A SINGLE HUNG Kinco BetterBllt Fla. Extruders Mk 40/50, Mk 40/50 HP 165. 165/3000,740/3740, 3240/4250HP Series 1000/1500/2000 FL123 FL663 FL42 General Aluminum 1100/1140/1440/1450/1540/1550/1570/1900/ 1940/1970 FL254, 1698 B. HORIZONTAL SLIDER Kinco BetterB i It Fla. Extruders (Milestone) General Aluminum RW HP, RW XHP. RW4-XHP 168/3168,680 Series 1000 1180/1480/1580/1590/1980/1990 FL124 FL670 FL43 FL256. 1700 3. PANEL WALL A SIDING B. SOFFITS Kaycan Ltd. Cameron Ashley BUilding 060510606/9500/9510 Aluminum Soffit 41550/45102/451 02N Aluminum Soffit FL1965 FL406 0 0 Z IJ) 0 W - ?- m - 0 - :J -Q' > U1 I:' - f"'"' CJ . I:' () f"'"' > I N . <{ .J m III C m 0 I - IJ) lJ' r! w M U) 0 ~ M L" .J 0 I u.. I ..J M U1 U. f"'"' .J I- ~ OJ 4: UJ U. I ~ W ,... ~ I ... ~ Z . t- W Z tl 0 0 \D 0 z: W z: ~V?S2 0 wi::V?W:J ClZ(/):::!<! O-I:> ~~t::~(/) <NWO::;:; <.:;)r1t:too Z:0::000 ~2w':':JU ~oi::~~ O:JcrV?1;:! C[!~:=oo:: ~C[!~~B C. FIXED Kinco Mk 40/50 PW/CT, TWPW/CT FL125 BetterBi It 165/3000,740/3740, 3240/4250HP, 680 FL676 Fla. Extruders (Milestone) Series 1000/2000 FL44 General Aluminum 11 OOTDLJ11 001450TDL/1450/1550/1570/1900/ FL255, 263. 1697 1970/5000/5300/5350 Kinco M03-04A, M02-03A, M96-08C FL957 BetterBilt Fla. Extruders (Milestone) FE5709/571 0/5711 /5712/5713/5714/5718 FL974 FE5700/5701/5702/5703/5704/5705/5717 General Aluminum 1100/1900/1970 FL1252 D. MULLION c. WALL LOUVER D. GLASS BLOCK Pittsburgh Corning Corp. Glass Unit Masonry Installed w/Mortar FL1363 E OTHER 4. ROOFING PRODUCTS A ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30/40 (and AR), XT25 (and AR), XT30 (and AR) FL250 B. UNDERLAYMENTS C ROOFING FASTENERS D. ROOF VENTILATORS Air-Vent Inc. E ROOFING TILES F. MODIFIED BITUMEN Certain Teed Corp.-Roofing G SINGLE PLY ROOF SYSTEMS H. CEMENTS-ADHESIVES COATINGS I. ROOF TILE ADHESIVE J. OTHER CRV Aluminum Ridge Vent NOA No 03-0930.08 Modified Bitumen Roof System FL479 5, SHUTTERS A STORM PANELS B. COLONIAL C. ROLL-UP D. OTHERS (\jU) 'Z LOa ~(/) > W 0::: 6, SKYLIGHTS A. SKYLIGHT B. OTHER 7. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS Simpson Strong-Tie see chart B. TRUSS PLATES C ENGINEERED LUMBER MITek Industries, Inc. Boise Eng. Wood Prod. Truss Plates Versa-Lam SP Wood I-Joists ALLJOIST FL2197 FL1644 F L 1645 (/) --I - ~ W o w ~ 0 Cl:: () >-LJ..Z zf-O - <t:z- ~ ZLl.J~ -en> oz- 0 Ll.JOD uu<t: Z :::lzO oLl.JO:: 01-0 ~ D:::I-....J n..-LJ.. :r: Ll.J0:::....J O:::~<t: C!J Ll.JLl.J0::: a:lI~ - 1-f-Ll.J 0:: ~5u )-00.: >- "'l:ID::: 2t:::0 0.. zs:U :)Cl::Ll.J 0 Ll.J2 n..zo () enzJ: -<t:en 2=~:::l USP Structural Conn. see chart D. RAILING E. CONCRETE ADMIXTURES F. MATERIAL GOTHER FECP Corp. (Cast-Crete) High Strength Concrete Lintels FL158 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. w 2 <( z z <( -l a.. 8. NEW EXTERIOR ENVELOPE PRODUCTS A B. 5-13 0- 0::: o U Ll.J ~ o J: (J) :J ('I) o o N @ SHEET NO. APPLICANT SIGNATURE LAST PLOT DATE October 11, 2004 DATE PRODUCT APPROVAL DET AI LS SINGLE HUNG PRECAST SILL ~ BY Oi MERS '0 l ~ SECTION A~A 1-1,./.\,/, I ~ TO i i i J l,j I lHFt , , H-& --j I C I V;EWED FROM EXTERiOR A~ /r ~ 8 K B +G If ~, A-l ELEVATIO,~ MASONRY (FLANGE) IMPORTANT INfORMATION & GENERAL NOTES These nQtes are proYlded to ensure proper in5taJ!ation of F~or;da Extruders i'<1:1€:l:licne products and mcst be followed fully, & -: ~~;t';,,~;f,: I- GENERAlINS:AllATION INSTRUCTIONS i c> I 1) SHIM AS REQ'D, AT EACH I!'iSTAUATION ANCHOR W:T" .OAD BEARING SHIM, MAX. AllOWABLE SHIM STACK TO BE 1/4" 2) USE SIUCONrzED ACRYliC CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS, SILL MUST BE ATTACHED TO THE SUBSTRATE WITh VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAl. APPUCATION OF \NLKEM 116 ADHESIVe CAULK OR APP.I<OVED EQUAL AT FRAME SIll MUST COMPlY WITH SEAlANT MANUFACnJRER'S RECOMMENDATIONS, . /.\ 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL A."-OUND EX"!"ERIOR OF W WINDOW FLANGE AND TO SEAL HEADS OF INSTALLATION FASTENE.I<$, 4) FLORIDA EXTRUOE.I<S 1000 SERIES SINGLE HUNG IS SHOWN, THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDE.I<S 1500 AND 2000 SERIES SI~GlE HUIoiGS, S) WINDOW FRA,'1E MATERIAL: ALUMINUI~ ALLOY 6C63 cLASS <TYP.><SEt NCTES> ~ ~\\ / ~ 7\ <> 'V 1<~~t6'3E,1X~~ L]~ JAMB CAULK BETI,JEEN ~. 1\ 'w Ii\lDO w FLANGE _ ~ ~ ",oOD BUCK P~Ri~ETC:R - \ I CAULK - .//'. ~ v BY O"HtRS../' (\irNDw\,,( 'WrD'H)../ \ I STUCCO 3'( JTH'ERS -------- CAULK BET\oI::E~ SC:CION B-B ~;f~ Bci'pcE~T~G I SY '.J:HERS I CONC.I<OE DR.--J MASONRY GP'ENI'fG BY OTHER$ ANCHOR iNST AlLA TION INSTRUCTIO~S GENERAL, 6) !IJ.AlL ATTACHMENT OF NON-STRUCTURAL ONE BY BUCK 1S 4' FROM EACH CORNER ~ AND 8" ON CENTER. USE A HARDf;NED "T-NAIL" WITH A 0.097" DIAMETER AND 1 318" LENGTh (518" EMBEOMEi'oT). A HARDENED "MASONRY ~AlL" WITH A 0.148" DIAMETER AND 11/2" LENGTH (3/4" EMBEDMENT) OR EQUIVALE~T, FOR ALTERNATE SECTION A.NB-B, USE A 0.113" DIAMETER COMMOloi W'IRE NAIL WP'rl A 314' EMBED1~E~T OR EQUIVALENT FOR !IJ.AlUNG NON-STRUCT'JRAL ONE BY BUCK INTO A TWO BY STRUCTIJRAL BUCK. ~ 7) APPUES TO All NON-STRUCTURAL BUCKS lESS TrlA~ 1 1/2" -:-rlICKNESS. NOT INTENDED TO UMIT TO NOMINAL ONE BY WOOD BUCK ONLY BUCKS GREATER THAN 1" NOMIMAL (3/4" THICK) AND lESS THAN 2" NOMiNAL (l :/2" THICK) WlCL REQUIRE NAIL LENGTH S\JFFIOEi'oT TO MEET EMBEDMEr'<T .l<EQUIREMENTS OF NOTE 6, & 8) AU. iNSTALLATION ANCHOI<$ MUST BE MADE OF CORROSION RESLSTANT MATERIALS OR HAVE A CORROSION RESiSTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING MATERIAL WHERE ANChO.l<S ARE USED IN PRESSURE-PRESERVATIVE TREATED WOOD, mE WOOD SUPPtlER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH TrlE PRESSURE-PRESERVATIVE TREATMENT PROCESS USED. 9) ALL FJElD SUPPIJED HOLES IN mE FRAME (IF REQUIRED) WILL BE 3!l6" IN DIAMffiR. 10) WOOD SCREWS SHALL MEET ANSI 81861 DIMENSIONAL REQUlREME~TS, 11) IF WOOl( TENDS TO SPUT, PRE-BORE HOLES AS 9)I..l.O'NS: #8 WOOD SCREW. 1/8" DlA. PILOT HOLE & /tl0 WOOD SCREW - 9/54" DlA. PI~OT HOle (NATIONAL DESIGN SPEOFlCATION FOR WOOD CONSTRUCTION), [SEE SHEET 2 FOR CONTINIJATIOloi OF NOTES] CONCRETE :lR MASDNR Y OPEN! ."iG BY D"HE;:.{S ". \ j 1-3/8' r-............ v--- ~ M"N >MB . . I ~ i'--...... ,J , - .' 2X4, 2XS, 2X8 \oIOCD BcJCK ~ ~ t--...... ~ . BY OTHERS (SEE NOTE 1S ~ 23)& I 1 ~ II ""'- CNE BY '.'000 BUCK BY OTHERS I <DPTro"'AU (NOTE 6, 7 o~o 1fA) irLJ II INS'T AlLATION ANCHOR #10 \lOOD SCREII (NOTE i6 ono lSA! SECTiON A-A (ALTER,\JATF) & For installation with two by with or wiD or,e by wood Ducks. "'~ ,:~ ~g Sg .U ~~ ~1t ,,~ k;"';~~ ... ... R~V I,' )1'-4; ~-+p..-- ty v ~~2> .;i,;~3 ~t ~ ' " "~~~;':\~~;~1f~5/ ... I DESCRIPTION IDATE INI ,R""SeD NOrES 3, 6, 7. 112/' 9/03 R 'A I B, 16, 'GA &: 22. ADO€D 1- I v I ~~i!;o~\;~gE~UTED ! I Rt:='ERENCES A"~O I IlLliSiRATIONS C"OR NOTE II I RE\IlSIONS. i FLORIDA EXTRUDERSli~~~:'{yi~%1~'J.~~ COOI~"'1! OF ^I.!'eOR'ZA1:OW '0. 92J5 SA.\1FORD FLORIDA TITLE: INSTALLATION lJE-A:L SGL -lUNG FL~NGE '. :'~lJOIiS - SE.'< I ES 1000, 15'00 ~ 2000 DRAWN BY: BB I APPRDVED BY.R,JA DATE: 121 19/031SCALE: NTSIDWG:FLEXOOI6, SHT 1 OF 2 SINGLE HUNG \.flNDC\t' r-IE.l:3}<i ~ GL~Zl~G (TVP,) III (SEE NOTES) _________I II i ~ ?tRlo"CER I ",,;:1,~ ~ '. INSTALLATION ANCHCR ;I::. ~8 '01000 SC'<E'~ SHOVN STUCCO ---------- ;'J~ . ! BY O,HERS I CAUL< EET\lEEN i ...INDO'" rJN SHEA T;.GNG I ~ SHEATHtNG BY OTHERS --I ;~ Iii ~ ~ FRAME (FIN) IMPORTANT INfORMATION & GENERAL NOTES These notes are provided to ensure proper instal1abon of Florida Extr"ders :"Ulesto(;e plOducts .cd must be followed fully, GENERAL iNSTALLb.TION INSTRUCTIONS r-',1J~~~"--i I AI i r t) SHIM I<S REQ'D. A.T EACH iNSTAllATION ANCHOR WITH ,OAD BEARING SHI,"\' MAX. ALLOWABLE SHIM SlACK TO BE 1/4". APPLY A BEAO OF VULKEM U6 ADHESIVE CAULK DR APPROVED EQUAL AT THE FASTENE~ lOCATION PRIOR TO INSERTING ;HE SHIM TO ADHERE THE SHIM TO THE SUBSTRATE A:>ICIOR WINDOW FRAME. FULL BEARING BFf'NEEN 'HE SHIM. SUBSTRATE A~D WI~DOW FRAME ARE REQUlRED. 2) USE SlUCONIZED ACRYliC CAULK BEHIND W1,~DOW FlN AT HEAD, SILL & JAMBS. 3) USE SIUCONIZED AC.I<YliC CAULK FOR PERlME7'ER SEAL A.I<OUND EXTERIOR OF WINDOW FRAME. 4) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPUES TO THE FLORIDA EXTRUDERS 1500 AND 2000 SERIES SINGLE HU~GS. 5) WINDOW FRAME MATERW.: AlUMINIJM ALLOY 6063. ANCHOR INSl AllATION INSTRUCTIONS GENERAL: /i D,c 0) ALL INSTA:.LATlON ANCi10RS ,'-'UST BE \JADE Of CORROSION RESISTANT ~ MATERIALS OR rtAV1: A CORROSION RESISTANT COATING APPLIED SUITA3LE Fell, THE ENViRONMENT ANDIOR FRAMING r-1ATERIAL WHERE A.~CHORS ARE USED IN PRESSURE-PRESERVATIVE TREATED WOOD, THE WOOD SUPPUER SHA~l BE CONSULTED FOR RECOMMENDATION OF ANCHORS CDMPA"BI.,f WITH THE SPACE PRESSURE-PRESERVATM TREA1l'1ENT PROCESS USED, (TYP.J 7) AU FlELD SUPPUED HOLES IN THE FRAME (IF REQUI'<ED) WILL BE: D, a) 3/16" iN DIAMETER FeR #8 WOOD SCREWS, AND ill b) TrlE SHANK DIAMETER OF THE NAIL ROUNDED UP TO TI-<E NEXT STA,'DAAD DESIGNATION DRlLlBlT SIZE. 8) WOOD SCREWS SHALL MEET ANSl B1661 DI~lENSIONAL REQUIREME~TS. 9) NAILS SHALL ME€T AS1l'1 F 1667, 'STA,~DARD SPEClFlCAnON FeR D.I<.'VEN fASl'l:NERS; NAlLS, SPIKES, AND STAPLES." 10) IF WOOD TENOS TO SPLIT, PRE-BO.I<E HOLE I<S FOLLOWS (PER NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUC110N REQUi.l<E'lENTS): 0) #8 WOOD SCREWS - 1/8" DlA PILOT HOLE, b) 0.113" DlA. NAlLS' ~44 DRILL SIZE ?ILOT HOLE. c) OTrlE.I< NAIL DLAMETE.I< PILOT HOLES ~OT EXCEEDING 75% OF THE NAIL'S DIAMETER I<S REQUIRED, 11) WOOD SCREW AND NAIL W1THDAAWM_ VALUES USED TO GENERATE FASTINING REQUIREMENTS ARE BI<SED ON SOUTHERN PINE WITH A SPECIFIC GRAVITY OF 0.55, (2) WOOD SCREWS AND ~AlLS SHAll NOT BE MiXED TO FASTIN TrlE SAME ASSEMBLY. - 13) WOOD SCREWS AND NAILS SHALL 'OT BE USED TO F"STEN ASSE~laLY INTO THE E"tD GRAIN OF WOOD. - iil I, ~ill' ANCHOR ~ SPACING (SEE BElC",)11 \01 INDO'.. ---r- ~ rlEIG~T " J il /riih B ,~ii I ~ B '.!: E'JU....LL Y , ANCHOR S !h ' !ii i Iii , I A -.J 1'[6' KAX-.J CTYP) r ......J r- s.~ MAX, (TYP.) FLEVATION , ANCHOR I SPACNG -I (SEE BELo\J) VIEWED FROM EX7tRIOR rJE:AD SILL i,. ,jAMB ANCHOR SPAC'~G (TO 70 ?Sr D.P,) \JODD SeRE',"" 24' O,C ~AX <TYp.) T',",O BY ',",OCD -- BY OTHtRS '<A.IL, 7' 0 C, MAX FOR ,JAMBS AND 10' 'J C, MAX. FOR HEAD ~ SILL i I I f---l'M[N, E,~BED,~ENT (...OOD SCRE...) SECTION A-A N ~~ fg ~~ ~g I;:w !Ii"- ~~ . /~~~:*~ ~~.\,,~::,.. !~.., ' '----:<J. '\" REVI DESCRIPTI0.:-.11 DATE INI ;(): t '." ~B; !:VIStlJNO'I'E'T TO '0/' 01 I::' 'A P /; . ~.. '.-,__ I D ! .^?O REQU;RE~ENT TO I' .I 0 i"'..j !: \'.<4\ . :>.~': USE AOHESM: CA.JLK I I H.-fr' . :,,:..?; .I 'A.T SHIM ~OCATION. ; \,~.\ .. if!; C ,REviSED ,010 6, '12 0 D3''-'JA ~'..':~.~''<. <,,' ':~./ :R~VISE.D ~OTE 7 ANO I 11 I !["\ :' .';,\-\..... "',{fi -' I'TI~lE '0 REF'.ECT NNL: ' ""~~~~~t~~.~>f (TERNA'E I I 1 Ji'" 2 [SEE SHEET 2 FOR CONTINUATION OF ,O"TE] FLORIDA EXTRUDERS I~~~~NYl~1~'J.~~ C(RT)f1CAT'E OF ^UTHCRIZA~OM NO, a2J5 S.A.'\FORD FLORlDA TITLE: INSTALLATION DETAIL,I/U8 SCRE'.S uR NA;LS SINGLE HUNG FIN WINDOW - SE~IES lOOO, 1500, DRAW':II BY: BB I APPROVED BY: RJA DATE: 12/1 C/03 i SCALE: N. T. S, !DWe:FLEX0026 SHT !. 2000 1000 S H ~ 1 X a x U8 1000 S H -; r 1 x 2" x 3/8 ~"~B CTY?; \ ,-L rUBE HUlLDN J"~B en?) I, ,_,i__/"E HOlLlDN ,J ,rn=:: <S x 1/2 SEl' =11 n r ~8 x 1/2 SES 7 APPING $M$ T AP?lNG SM$ Ii) \I~ y===li!:~ ~ tt:. \ SE:~L.ANT snV€:r~- T7 \ '1l"INllC\J rLANClES .J/ L ijg :( 1-1/2: S:ELF ~ ~UlL!CN T PlP?:NG :;~s SECT!O" A-A (I) I 'YPICAL VERT'CAL TO f 2 X . X 3/8 " I ,u3E KULLlCN \x I , ,I :1 :1 I S~~~t~ ~t~~~i~ J/' L fOUlLlCN \ :5J \\-ItB X )-112 SL..P T APP~NG S/li:S ~~ 48 X ./~ SZlF" I 'T ~PPJNG SI1$ I I~ , I l)(;'C s.;..> J';M! c~y;>,) = SECTION A A ill - r==== 1000 $.H., JAMB CTYe)~, -(-I X 2: 7/j6. X 3/8 [CCO SHj~ l"'BE MUlLlON ,.,A).!,]; (T'(P) r---, '*8 X :/2: SLr i 1 ~ 1*8 X .12 SUP i A?PING SI<l$ ".,. APP[NG SlotS '1 i I , I i ~~~, ! ttt I ,ij'/" r Il ///,. I W llL WI 1+ s~ ' ,C; <'I s~i~;~~ R~~~€~ -L J ~ tJ$ X l-I/2 SELr 8. MlJLLlCN T~??;NG $MS SECTION A-A (7\ " s~~~;~~ ~:~6~~ J/ " HLlLLlDN ;>1 'e' \. St,AlANT !It""'~E:>4 ... ~ / v:Jlillc...... F'LANGES ----1/ \ &. ~ULUON "-- 1i8 x 1-1./2 SE:1.F' A-A (31 T"A?PING S,"1S :5J ~ *fa x: 1-1/2 StLF r APP: NG Sl'l'S HORIZONTAL SLIDER MASONRY (FLANGE) TYPICAL MULL INSTALLATION \\ '- S(A~ANT 3(TVECN ",--L- "'iNDO..... f"RAKE L M3 X (-\12 "s;~~L.1CN iAPP;~G SMS SECT'ON A-A ( 1 ) ~l X e 7/16 x :/13 1000 $.H. 1"l1 X 2 7/16 x 3/9 lOCO S H ....... TG3E: i'!lJLUCN ....AWa cry?) l I TuBE r>1UlUON JAMB (TY?> \ ~ ", \ ~ i~.s x lie sec, , Ii,~ .8 X ;/e SELF ,. APPING SJo('S TAPPiNG SMS ~ ~ r w I(:; \ :OJ \ "'. \ "-l .8 X \-1/2 SEL''''::' \ '-~ '~1~~~:r r~~~~trN TAPPING SM$ L #.9 X ~_1I2L ;[~~ICN T A.PP!NG ~MS r LOOO P 1J.lDESlCiNER r 1)00 1=I,W',/J)ESIGNe:R rr~~~~s ~6-Lj:BT~HCSOrf(C~~~ ~"JAMS 1~.QD6lU J SILL. cry?.> , SilL (TY?.> & 2" )( 4" TUBE ~VldONS ARE ,-,SED) 'J I ~ r. /!1te x 3/4 SrlF ~I /,'iHl x 3/" SELF PI G S S TAPPINQ $MS , T;\P N ~ ~~Ng~~~~sCR ~ASONR'(*~I ill,r.{'f .11. ~l.I 11 1 x 2 i( j & 11'.llr 'f1J 1 ' 2 X 3/" INS~AL_A~!;:N A.NCl-'CR 3/1&1 1JIA. ., II ... g I TAPCQN SCRe.... ANCHOR (1'(0 > ,. .,Fae: IAULUDN I r TUBE MULUQN I/, I,' -' i, ( S~A..ANi BtTVEt:N ~ I .& C:NE BY \linOD I f~;i~~T!~~LLC~l~ ~I ~ IT I t~SE~~LANGES':L~ JI -. BUCK BY D"HERS 'J I \ I' ) ~ StAVNi 9tT\.lEtNJ ~i4e x 3/4 SHF i ~#a X 3/4 SelF I \ II "- ~iJLLJCN. ~I~eE~I~LANG(S '-1000 S.H. ;APPING Sl"lS '---lOCO S.H. ",4PP:NG SJ.1S t:lOO po fI /DE:SIGNE~ \ H(AD (T'I"P) HEAD (iY?,) [SILL CTYP> \W ~~~~~~r Ft;~~gN SECTION A-P. ( 1) SECTION A-A (2) I', /'8 X 3/' SEL, I <(jW' , &. ~LUICN 1000 P.",UJESluNER r 1000 f) '" I:)€S:IGNE~ L 1 AP?tNG rSMS 2 x. 4 x 3/S I J SILL (fY?.) I SILL CTYP) I / / I 'i~ VII "' II "JBE "VlLla, r~8 x 3;' SEL, ,1 ~~p~n;64sJilF al II , / ,APPll'iu SMS 1 X ~ 1116 x l/a il r 1 x 2: 71i.6 X 3/9 I ! ' L iI'" III "II I rCBE "CLUO.' I'!~III '" II I rL;B~E~~~~C~r'olEE" \L · I ! I - ~~'B'E';M~~~ L~ I ~ J I ~'~ee~,~L"GE I I "'LA,r 'E'oIE~':/.' i . ~1~E2~,t,l "0",-- ... . I : ' I JI I I j I II --']f. II ~'8 X 3/. SEL, ~.e , 3/4 SELF ~ '- 1000 S.H. '7 APPING SMS '--- lDCO S H TAPPING SMS '*6 X 3/" SELF ...EAD (T'rP.> rAPPING SMS HtAD ~~~TION A A (") SECTION A-A (4) 1000 s.;;. SECTION ,>,-A (7) \~\~rE?~6.t:~::: mDES1GNER ~['LA'~ .ETV[[N I' lS'lCLOL e('TW':,~~,ES1GNER I HE:AJ) (i'!'fl') I SIll <TYP> 'w'.NDOY _1..ANGt::S - ) , /ItB X 3/4 SELF' So MUL...\dN /~e x 3/4 SElf II Wayne A. Block. P.E. l I "'APP!~G $MS 1 X . X 1/8 n TAPpING SMS 1 X 4 X 3/8 548 e Hwy 27 I r II r Clerr1"ont. FL 34711 '~ ;:!it '" !I ""' ~JLI'ICN i411~"r .-"" rUBE MULLl1DM11 FL Licens~ NO: ~2:83^, FLORIDA EXTRUDERSI1i~:~11~.J I[n .~.. TlTLE:SE'<, 1000/1500 FLANGE SHEET 1 OF 2 HO~IZONTAL MULLION SECTIONS I W~, I SEE OTHER S I DE (SHEET 2 OF 2) FeR DESIGN PRESSURE CAPACITIES : ~ o. X 3/' SEL, ' ] r .. < 3/' seLF I \ TAPPING S/<1$ L" APPING SMS "--1000 S.H. ' ~~02D S(~'y?> I, ~AD(TYP.> i SEC~ION A A (5) SEC'ION A-A (6) ~CNCR[TE OR ~AcLK BETI,JEE~ '.OOD l~sTALLArrON ANCHOR IMPORTANT INfORMATION & GENERAL NOTES I~ ~'ASONR;y 06i~~~~~ ~UBCy\( '~i:t~S~Y. ~o.pC'C~G ~~~~~ ~~~. TAPPER Ttese notes are prOVided to ensure proper InstaH.;Itio~ of Pl0rlda Extrt.1cer-s MiiestQGe ill O'iE BY \lOOD '\ ~ products and mus( ~ fol(o't.ed 'JI'y. BUCK BY JTHERS~~ I : - - (N~TE S i,. 7) <:\ "'~'~ I: 1-1/4' MIN. GENERALINSTALlAnO'iNS1'RUmONS 7)AP?UESTOAlL~ON-ST.l<UCTURAlBUCKSLESSTHAN 1 1/2" ThiCKNESS. NOT CAeLK BET\oIEEN I '" ENBEDM[" i~FNDED TO LlM1T TO NOMINA" ONE BY WOOD 9UCK ONLY. BUCKS GREATER '~lNDC'" FLANGE --.....: I) SHIM I<S REQD. AT EACH I%T"',;-"'T10N ANCHOR 'NIT-rl .OAD BEARlNG SHIM. ,tAX. D,C TH;~ [" ~OMIMAL (3/4" THICK) AND LESS TI1.AN 2" NOMI~AL (I 112" THICK) Will ~ "',OOD BUCK. ~> y:v i AL,OWABLE SHIM STACK TO BE 1,4 . ~ REQUIRE NAIL LENGTH SUFFICIENT TO MEET EM9EDMENT REQIJ1REMENTS OF \ \ . L/ 4' SHI," 2) USE SILlCONLZED ACRYllC CAULK BEHIND WINDOW FLANGE AT HEAD & ;N\BS. Sl'_"\JOTE 5 , SPACE ~AX 1 MUST BE A'l'ACHED TO ,HE SUBsn>.ATE WrH VUlJ(EM 115 ADHESIVE CAULK OR !l) A'cL INSTAlLAnON A~CHORS MUST BE MACE Of COR.I<OSIDN RESISTANT I \ 7 ,;----..... - A~""CVEO EQUAL-,AP?UCATION Of VUL~EM "6 ADHESlYE CAULK AT F1>.AME SIll. MUST ,'lATERlALS OR HAVE A CORROSION RESISTANT COATING APPUED SUITABLE FOR I II !L JUJ, Tf C...JM?LY WITH SEALANT MANlJfAClVRERS RECQMMENOATIO~S.. THE ENVIRONMENT ANDIOR FRAMING MATERIAL. WHERE ANCHORS ARE USED IN II :1 II' : I /.\C 3~ USE SILlCONIZl'D ACRYLIC CAULX FOR PERlME'TER SCAL AROCND EXlER.lCR OF PRESSURE.eRESERVATM T.l<fATED WOOD. THE WOOD SUPPllER SHALL SE STUCCO -1 I' Iii "Ii II ' ~ WINDOW FLANGE AND TO SEAL HEADS Of INSTALLATIO~ fAS--eNERS. CONSUL TED Fell, RECOMMENDATION OF ANCHORS COMPA.T1BLE WITH THE By OTHERS I' 'B II I 4) FLORIDA EXTRUDERS 1000 SERlES HCRllONTAL SLlDER 15 SHOWN. PRE5SIJRE.eRESERVATlVE TREATMENT PROCESS USED. 1 j 'u~"---....l I ,51 WINDOW FRAME o"lATERlAl' ALUI~JNUM ALLOy 6()63 9) ALL FIELD SUPPllED HOLES IN THE FRA'1E (IF .l<EQUI.l<ED) WlLl 6E 3116" IN i PERI~~~E~...J~::'lI us L (~~~ ~6T~~;'D L ANCHOR INSTALLATION INSTRUC'10NS ~~~~~'SCREWS ShALL MEET ANSI B18.6.1 DIMENSIONAL REQUIREMENTS. BY 0 T'ERS II (BUCK 11) IF WOOD TENDS TO SPLIT, PRE-BORE HOLES I<S FO.IJ.DWS: ~8 WOOD ',",,, W' I ~EIGHT> GENERAL: SCREW - :18" DIA. PILOT HOLE & #10 WOOD SCREW, 9{64" DlA. PILOT HOlE ("';N:>OI< I L /.\ 6) NAIL ATIACHMENT OF NC~ STRUC1'JRAL ONE BY SUCK IS 4' FROM EACH CORNER AND (NATlO~AL DESIGN SPECIFICATION FO.I< WOOD CONSTRUCTION) HEIGhT) / ~; ~~~rigS ~~~() ~ 8" ON CENTS;( USE A I1ARD€NED '''''.NAIL' iNITH A 0 09r DW1EiER A!~D 1 3/8" LENGTH loLASS (TYP > -.l 0 ~ HtADE:R ' ,5/8' EMBeDMENT). A HARDENED MASONRY NAIL' WITH A 0 [48" DiAME'TE.I< AND I ',,' 3/16" OIA, 1 ""PER CONCRETE SCREW (WITH NON-STRUcnJRAL ONE BY I (SEE NO'ES) ~ ~~/ ,LE~GTH .314" EM8ED'\ENT) OR EQuIVAcENT WOOD BUCK)' I' II~ I /.\ ONE BY V~GD BUCK By CO,,<CRE-E UK I ~.I. ~ C"'H:ERS 1,.NOTS:: is S. 7) =t: MAS:JNRY ::PE~I\jG 12) WH€.RE W1NOOW IS fNSTALLED IN MASONRY Of1E'iING!NI1'H,4 III I B \01 8v Q"-ERS ~g~~~:,~~~ ~~Es~~6~~TBL~K ~~0~~~~~1~3~;:~i~'E~~6~~'114" I !L___ \ RIr:"C VI\JvL ) ------CBuCK \.I:D:I-<~~~M ----" 1-,/'-' "1M I INTO M^CO"RY OR CONCRETE. ( ---;'OJl! L' '-J. ! , . ___ 1,..0....-- €:l>IllCCi<l()ii "\I'"\,;J '1 PEWr-tE"'~R ': ~ ~ Il. GLAZ:NG B€~D! FLANGE TY?'E SPACE: MAX, i \ 13) SEE SHEET 2 FOR iAPPER INSTALLATION ANCHOR LOCATION CHART ""EllER ~CAULK 11\ OY?) I 1,.I[~Da\J rRA."1€ SHIM AS REQ'D -; i \ "ESIGNATION$ ON THE lA.PPERLOCAll0N CHART INDICATE WHERE TAPPER 3Y OTHERS \ I, ~:ll F~ANGE TvpE I JA,"B ~S[E- ND,ES) : C> CONCRETE SCREWS ARE TO BE INSTAUEO WHEN USING THE EX"CRJOR \ I, I II ,NDo'.' rR~MJ ,~STALLA nON ANC~OR "-.., " ELEVATION AS A KEY. ~I S[LL 3/:6' DI~. 'APPER ~~ '\ 14) ,APPER (RAWl) CONCRETE SCREW MANUfACTURED BY POWERS FASTENING. (~oT[ :2) '\ 71 INC. WILL BE USED, TAPCON (by I:lCO TEXTRON INC.) OR mEN (by SI~lPSON ~ R[GLD ....INYL / ST.I<ONG-l1E) CAN BE SU8smUTEO WITh THE FOLLOWING LlMTTATIONS FO.I< I ~ \ -c ~LAZI'jG BEAn -:HE HORJZONTAL 5UDlNG WINDOW SIZE D24, 0245, D2S A.~O D26: ~. \ i'Trm " "'" "", 7 '!. ;\: 0) iNSTALL 1\...0 ADDmOMl FASTENERS IN HEAD OVE.I< CHART I (SEE ND"[S; \ r III/ REQUIREMENTS AT LOCATIONS A AND O. " or! I ' I <> 151 ALL .l<EMAlNING FACTORY APPUEC INSTALlATION FASTENE.I< HOLI:S NOT CAULK BOI,JEEN I j "1, Ii ,[ ,1,1;' USED FOR ,APPI:R CONCRETE SCREW INSTALLATION SHOULD BE FILLoD WITH IE t~i~[i-~~E~ j "1 I ~ I !y ~ WOOD SC.l<EWS OF SUFFlClENl' LTH. TO PROViDE MIN. S/8IN. EMBEDMENT iNTO \,'/YULKEM 1,6 ! srr'CT, 1,0',' ^ A ~:21' I WOOD BUCK. ADHESI....E CAULK PRECAST SIll.J " ,u,,- CAULK a.twEEN . I'. OR A?PROVED cQL BY OTHERS ',",I~DO"" FLANGE #10 WOOD SCR.EW (WITH STRUCTURAL TWO BY WOOD BUCK)l i- "\,j \./. -1 ~ 1,J00D BUC< ,,p , I PE~I"E,[R I :6) 'NHERE WINDOW IS INSTALLED IN !o1ASONRY OPENING WITH A STRUCl1..IRAl I A .....; I CAJLK STUCCO ~ ) ""'0 BY WOOD aUCK. uSE #10 WOOD SCREWS (ANSI B16.61) OF SUfFlC1ENT ABC: D I BY O"ejERS BY GTHERS I LENGTH TO ACHIEVE 1.3/8" M1N EMBEDMENTlNTO 7HE TWO BY WOOD BUCK. .~ V ' ON l< BET' "E~ (7) #10 WOOD SCREWS SHAll 9E INSTALLED AT ALL FACTORY APPUEO --r7 ' 1+ ---c....lNDO',1 'oI:DrH) _ '. ~:l~D BUC/ ~ INSTALLATION FASTENER HOLE LOCATIONS. )H- : I $ ;!if!: I! F ~.,~~~~'~~.~;~:> Sl8C~~~ ~~S~\H~~~~[~G ~~i~og~;;~SSHALLNOTBE~~~~;~E~J~~~~~~l~gNT6~~~~S] .. G -+- 0'" I .-rn* ~~ /~...~,\<1"'\;~;<.... REVI DESCRIPTIONi DATE !IKI FLORIDA EXTRUDERSINTER!'lAT10NAL,INC . I ,'T ~ g (,';' ",,"- '~, 2540 JEWETT LANE I , I I 8 - '..1,./.' 1 ~"., B ICOR.~ECrED ,,"po .'0-E:1D/:UC3'R 'A -< , '."OOZA"ON 0 92'S SH'FORD FLOR1DA 'I' : (i B I I~ ; \uJ I "h{'__"i4t"~-:-~ ~otT;iNA~~ ;,~~~'g~~i ! ~ CERTIF1CA,.. Or /lUI"' "I L' N. ~ '-"U,~ I ~ I -+- II I J ~g ,1.-t1\. ~.fi?-:!~;~~) ON 2, 320 AN) 30 I I TInE INSTAL.LATION DETAIL WI TAPPERS -1..-1 irit >';;.' .~'~.)Y ','< ~ H'GH. 'HCRZ SLIDING FLANGE'.INDOW - SERIES 1000 EI EVATION A----.J ~~ ''''''<''ct:~,,~;~.~\,;t~~' I.- 1~~:gD,A~~\'t'~~:2g i,2m,,03IR,JA DRAW':II SyBB APPROVED ByRJA VIENED FROM EXTERIDq ....""" ,CNE SY BUCK G'Cl-O'~' i DATE: 12/19/03'SCALE: NTS DWe: FLEX0020 SH~ET 1 OF 2 ANCHOR INSTALlATION iNSTRUCTIONS 'col'm 1000 S.H. --, r 1 X 2 X liB ,;;CO S H....... r 1 X e X :1~ 9 A_B cry?) \ r~ ruaE "ULUDN jA"B ("Y?) 1 ~ TUBE ~LLllaN , F-r':. - '8 X 1/2 SEL, ~ ~ ~ '8 X 1'2 SELF I ":" APPINQ $l-iS T APP1NG SMS I[ , 'n ~ \ ~ te::l ;:>! \ ", SCA. LANi BCV~E~ 'L- V1NIIOV _LANGES " ~uLLlQN \.... #.9 X l-l/2 SELF ;- At'P:NG ~!>1'S ONE BY 'WOOD .'2' ~ONCRETE OR CA.JLK BETVEEN BUCK BY OTHERS~~ \ MSONRY OPENNiNG I ~JOD BUCK ~ (NOTE 6 ~ 7) BY D"HERS ~AS'Y OPE:N1NG BY JTHERS ~AULK BET'oIEEN 'oI[NDO... ~LANGE: ~ I ~ ",oDD BUCK / c. 1-1;41 ~11'1 .. . E"BEDMENT -~ > ::::::. _____ I~ST4lLA~ON ANC!<DR. ~ , 3/16' D,A. "APPtR (NOT[ 12) BY ~~.~~~~ J I'" SH;M AS REQ'D{ 7 I "--1/4' ~AX. PERI~~~E~ (StE NO,ES) BY DTHERS I I ;/1 rLANGE TYPE R1G!D ....INYL; ;i~g~~ FRAMt I GLAZING BEAD : I '....H, <TYP) , GLASS I 'w'1NDC'.' h (TYP) CSEt NOTES) I ~~~ I M I I (BUCK CAULK Bn...tEN \oIINDel,J r-"1 HEIGHT> rlANGE ~ PRECAST S1ll I \.1/ VULKEM U6 ADHE:S1iVj CAULK, DR APRy D EQL 1 ~ JJ II rLA~GE "'Y?E PE:RIMHER ~ I / ''''I~Dav rRMlt CAULK" ,[I SI'_L ~ BY CTHERS \ '~n II \ U :l @.. . \~- -, i-- I' (~16'ol~~~~~;)'T - 'oIINDO,,", I,J:DTH 'r ~~i~ ~~~CE CAULK BET'oIEEN SHEATH1NG I SHiM ~S REQ'D [ T\oIO BY "'OoD ....I~DO... FrN ~ BY OTHE:RS ~ rTVO BY ",ooD (SEE NOTES> I r\ IBY :T"ERS I SHErHING B'/ JTHERS 1\ INSTALLATlJN ANCHOR SH.M AS REQ D / ~9 I,JOOD SCRstT\J.c~HoO\JN~;;111rllljj'iv' //'~\jl (S~E NOTES)' , W ' c ..... ==kL~~ I \: [M~E;':~NT R" r.JTHERS I (flDOD SeRE\,') _ GLAZING (TYP) / PER1~ETER ~ -< ~ l/4' MAX. J (SEE N8TES) r .[,':';"7:..,.1" ;.. ....... SH[ATH;.~G J """ ~ SHIM SPACE ',,;<'/1>\. BY o~e~~~ ~ ~ ~II~D10EFRA~E: ...IIoiDJl F~;~~ ~~ I l ~~~~~;~~}i:~:S HEADER 'AMB II / ' G1.4ZlNG (TYPJ 0 P[Ri~ETER J l~S"ALLAnoJN ANCHOR " ........- (S[E NOTES) CAULK #8 ',1oJOD SCRE'" SHo"'~ ./ BY O~~ERS STUCCO BY oJTH[RS l SECTiON 8-8 FiN TYPE = / "'INDO,,", FR~~E / SlLL /'~ARBLE SiLL STOOL BY OTHERS f-,OR)ZC~iAl /AUt~CN ,,:) MULUON L. ;6, ~ ',S"A,' ,"ON seer.' -..----'j I ' - I - !, , r."TER~AL CLIP , , , I II ,,'- J~ , L- 1X 0'<: 2X i'AvLL (TYP.) SECTION 8-9 OJ' rINSTALlAT1CN ANCl-<QR I 'I I 3/16' nrA. iAr-CeN U SeRE:...... A.NC~Oft (TYP,> I I!,- stL.L. CU.? ----.J~1 / .J I I 1 j/4' ~lN. Q '~EMB€D/1tNi "-- P~t:ASl' Sl:::! BY on~::;t I A~XILIA.I<Y ~ I i;FCR I>.JD1-1':;NAL ANCl-'CRS, "'1-<EN REGl\.J1RtD' GENERAL (COS1); f (C;; \ _ ';:I) ~r SE.tlI.ANi atrvE(N 'L .J~NDC~ rt...ANGES f:8 x t_t~U~\~e~ T...P?~NG S~ SECT'ON A-A (2) S~CT'ON A-A (1) 111 X ~ "'/16 x ~/8 ,-1 '/. e 7/16 )( 3/9 Tl/i)( ~uLLlaN :11 0 1000 S H....., .--_ 1000 S '~."\ ruBE ~ULlI N ..AI"rs <TYP')~\ -, ..JAMB (TYPO) \ I.' I 1== ~i ~ /" "8 X [/2 SELF ~ i G Ita X 1/2 SELF TAoPING SMS TAPPING SMS ~ ~ ~ ~ \ ~..:::I seALANT 9ET'....t:€N ~ \,IINDCV rU\NGE1: " toILiLL.ICN '- lie x 1-1/2 SEl- ;- APPING SMS 5ECTlON A-A (3J ~ \ ......... ~ SE:AlANT ltE.i'.lE.tN ~ 'L- .....tNDO\J rt....NGES &. ~ULLlCN ije ;( 1-:/2 SELF" ;APP;NG S.MS SECT' ON A A (4) ~l x 4 X 3/9 i f\j})E MULLION ,~ II ii "'A.>l~C~T;:; \\ ! I II I : ~ I~ ,. X 1/2 SELF It 'ilJ--TAPPING SIo4S ~ II~ ~ 'JO C S.M'. JAMB (TYP) ~::.,~,,~ I il I II ,~ ~ 'it ~e x Jie snF" ',?PING $HS I I ~ r I ---,Ie; :ll "'I ;y , K: \ ;;1 \. "-, seALANT !l(T\lEE:k 'l.- ',,'!NDC'J F'LANG(S \\- 1t8 X 1_1~2~~~~N rAPPING SMS SECTION A A (5) ~ "f SEALANT aE:T\rIE:.tN 'L \lI!NDO'it r'lANG€S I. MUlLlON ~B X '-lie SEL' "7 ~Pp~~G SM$ SECTION A A (6) lJCC s.H-1 "A.M! cry?,) L1 X 2 ~ lIa Tt.:B( MUl L lQN ~l r 1 X e X 3(8 _L. :UllE ~uLLION ~~~ I'C, IMl../ fi9Xl/2SELF 1 APPIN.G SMS I I Jl !CO(l S.H., JAMB ("TYP.) \ 1] I 119 X 1/2 S~l...F' H,PPING $ofolS Ilf ~ Ie '\ 51 ';:JJ HORIZONTAL SLIDER \: SOtI..ANT JrrYEZN YlNDC'J FRAME " MULL ION lI<S X 1-1/2 SELF T4,PPI~G SMS SECT,C", A A (2) FRAME (FIN) SH(AT.....~G l 2,8.- T.r~ BY \.;OO~ C~ULK BEf\.lEEN BY O"-H~:\S: ~ ~~~ Ire BY J"-h'[PS ""INDO,", FIN So -.......... ,~Q I $HE.AT-H;-"~G --- I -~g I [~S"ALLAT[JN ANCHOR ~..,' ,II \\~~ I I #8 '~OoD SCRE'" SHC',1N l--{' I J V\. S;[~~Bg ~~______r lil17 \ I 1/4' "AX OTHERS r !IV \1, \ ---I SrllM SPACE II PERI~~~E~ 71 l.r=I~"'" BY DTrltRS [I !':iJ ~ J II ,~...!' GL~ZiNG (TYPJ i.~'iff=1. \ (SEE ~OTES) ~ ~ f-J ,I \ I i I \ Fl~ TVPE: I ' i '- '.!;,DO... rRAME I , I H(ADER " I I; /' " r 'n' r" 1/4'MAX, - w,N O~ \oI.D H --', r SH1~ SPACE CAULK BUVEEN TI,J:! BY "'JoD ~ i' "~vrNDO\ol rI~ '1- ....1~DOV ',1IDTrl -'1: ,,~ SHEATHING BY OTHERS Ii' 1 f3;@~ I t;i~ ~gT~~?D ~ ~II/~ ! IV I - I ~~~ r ~ ~ 't I /\ I I r;t; ~l ~o~ ----. ~ ~_J 1/ \~<~~c~tE~' 'oil "DO'" I d I /'/ / U DUALLY I,~ ~ ~U4 ,!;!,,// 1,= r!!~:,~~r =rb; LnZ (st;Aiitgw) S' MAX (n?)-J~Y?) GL~Z?G ('..yp>j /~ERtMETERJ II / S.E ~(J,ES) CAULK J I ~:"EA"Hl~G EL.EVAT!ON J BY OTHERS / BY OTHERS ',:['NED FROM EXTE"-'Q,q F;~ TYPE '.'INDO'" S;UCCD OR j' HE4D sri ~ ~ ,JAMB ANrHrJR SPACI% FRAME _AMB S!DING BY lNSTALlATlJN ANC"GR Q;HER$ ~ #8 I,JOOD SeRE'oI S"O\J~ ~"'-. f stA\..ANi BE:T'w'tEN '--- \.J!NDC\' rll:A,ME Il. ,'iULllCN Ita x l-u2 SELF or APPj~G $MS SECTION A A IS) \ ~L.SEALANT BET\w'SEN '-- 'w'!NDCIJ F'RAM( \ , MUl..UCN L ~8 X :-1/2 SELF T ~PPlNG SMS SECTION A-A (6) ~ \~\ ';J) SrlIK AS REJ'D (SEE ~OTES) ~ \~ ..... S(AI..IlN; 3ET',.IE:EN "---L- VINDC\oI rRAME , MULLION Ita :< 1-1/2 seLF :APPING $MS SFCTION A-A (3) SEe/ON A-A (4) ~lX4Xtla rlX4X3/9 I TLFE HL1lUON h "UlIE MULUON . I C II .11 I Ii: II II .1 I ~AM~C~-;:; '\ Ii: I J r........... '8 X [/2 SE.' =11 1 r.'8 X [/2 SELF ,/' T APPt/liG SMS r' T APP!NG SMS .11 ~ :~ ,i I ';Jf [0 1000 S.H'l JA~fB (T YP.> ~ ~, I' t 1<: ';:JJ : i t~~ '~, /' :},,"~~',,~, II I~ ~i/ S1-_ Ii )i ill L~ARE'_E SILL 'I ~r,n, STOOL BY Ii!) OTHERS Ii :1-==<= rsl::~ES~~~ l...; . --.L.... .~:~~~::=: r~~l ~\~ 1:~~ :g,~~~,:,::,~tl~!:~.~~:.0' "', "'1~DO\J FIN SHEA""[NG/-J i~:::; - ~~ ~ .'~' ,..<;- ~SHEAT,"ING BY, HERS "'" ~:i [n"'l;-~~/U!t~'" '; 0" :.. ~ ~T'~~/~T'~~~g ~ ~ I \G,{ :1, ffJ}T ~~:;-+::,;-t,:;:-- < W ; I · f~, ""\'.' ~'1~'" .i?> '; ..... -> ~ ~., ~ ". ~~' .~, ". ',~: SECTION A-A Ii W ", ,;:.;::~.~'\\~~ /f:/ ~ ~ "" ~~~t'if~~)~ ~,<;t',~., "-JL\!DC\oI i-<clCiI-'T I I I I II PERIHtTER ~AULK BY OTHERS I ....OoD SCRE'~ 24' G C, ~AX. - TO 70 DSF DP SEcrON 8-8 ~~IL' 7' C.C NML' 10' ,'-,AX - 46 PSF "0 70 P$F LP G.C MAX, - '0 45 PSF n.p IMPORTANT INFORMATION & GENERAL NOTES These notes are provided to ansure proper installation of Florida Extruders MilestDne products and must be followed fully. GENERAL INSTALLATION INSTRUCTIONS 1) SHIM AS REQ'O, AT EACH INs;ALLATION ANCHOR wlm LOAD BEARING SHIM. MAX. ALLOWABLE SHil'o1 STACK TO BE 1/4", APPLY A BEAD OF VIJLKEM 116 AOHESIVE CAULK OR APPROVED EQUAL AT THE FA5"ENER LOCATION PRIOR TO INSERTING THE SHIM TO ADHERE THE SHIM TO THE SUBSTRATE ANa/OR WINDOW FRAME. FUll BEARING BETWft;N THE SHIM, SUBSTRATE AND WINOOW FRAME A.I<E REQU r RED. 2) USE SILICONlZED ACRYLIC CAULK BEHIND W1NOOW FlN AT HEAD, SILL 6. JAMBS, 3) USE SILICONIZED ACRYUC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. 4) WJNDOW FRAME MATER:Al: ALUMINUM ALLOY 6063. [SEE SHEET 2 FOR CONTINUATION OF NOTES) REVI DESCRIPTION B :~~s~~Q8~~';.~~;OTO IUSE ADHESM: CAUl~ iAT SHIM LOCATION C ~.I<Ev:S<D NO'E 5 '>/10/031 RA I.I<EvISl'O NOo B '.'D ,h v fTITLE TO Rf~lECT NAil I ' IALTE"'ATE i FLORIDA EXTRUDERS I~~~N~i~1~L'r.Z.i CE,,"PCA1'E 0' ^UT"ORIZATIOW '0. nJS S.A.'iFORD FLORIDA T!TLE. INSTAL.LATION DETAIL ',.1/#8 SCREIIS OR NAILS HORZ SLIDING elN WINDOII - SERIES 1000 DRAWN BY: BB APPROVED BY: RJA DATE: 12/10/D3 !SCALE: N, T. S DWe.' FLEX0028 SHEET 1 OF 2 DATE INI lD/1/03 RJA ',~, . ", .:.;.~-, DETAIL C APP'Wf.S 1'0 '1fAD de Sill WHERE 1 ~ )( 4." !t 2" X 4-~ TUBE MULLIONS ARE LSC:O r- ~~oo o....,;DESIGNER r :COO P,',.U1JE:SIGN(R ALX1t I..RY ?I A,iF'" r i SlLL cry?) i SkL C:YP) (ra~ ADll;Tl~Al. A,"lCi"iJR:S, "~I<l Il:E~l.~()} I I~s X 3" SeLr I r '8 X 3/4 S[I.F ~ 1 ~.QfJAlU \ h frL HP?,NG $MS.. [L / 'A??ING SMS ~.' __ I J I" /, I ~SHEAr~ING , 1...nJ Mil "II : I (]) IV 1. ,,( Y J ,x e t 1./ a ;l.'~ I! t x 2 X 3/8 ' - - ~ ~l ! l f1. r-. ,TL~E MCLLlOM ~ir rU3E ~ULUON I, "L 'C" 'I" " L J j "" ...J "' II I ~ INS~All..A~JJN ANCHC~ ~a I"iCOO F1 ~ i C!O,,' ,l\1~~ ! . . ! " :1" ! ... / """ "'" L! " ~lJl_1CN LJ '---- II \ - ~ F(- tnCRNAL "lulON \ ~i !~:L ,i IN'::1O,LLA.!ON cUP , i \ -vD BY \oIDD]) /'/; ) stAI..ANi BCf,'tf:NJ O' X 3/' StL' "'-. 'a X 3 '4 "(L- I BUCK By O"'r<[.R$ I ""IN!:lJ'" ;'I..ANGfS \ "" \ ~ I J I &. ~ClLlQN "-- l~CO S.t-<. . tAPPING SMS \----. lCCO S.H. ! APPING S1flS ~ I HEAD (TY?) '-'[AD (TY?) ~ULLlCN \ ~~~~~~:,;;.t~1~W SECTION A-A ( 1) seCTION A-A (2) r ~'It~ Q(T.;~~tSIGNER i ~ "'" \ r-1:OO ?V/D(SrGNER r~COO P.,..IUE:SfGNE:R i I " ~ \ , SILL;'T;;:~,J6's~iLF l~i~""" i1 r"e""''''fjL': 2 X , X 3/8 I i ~> / / -w~ )\ ~ I\fL /' /' x 2 1/'0 X 1/0 r ' X '. '"'' X 3/T Ifll '" II 'oBE M""-LION I fN.- 'I 1111/ L..-. .'!.P 'III "II rua' MCLueN ill I, :::~ULLlC' / :~_ IIJ I : J i I II i~.'- "'L"" ""'teN p)v ' I ~~6~N'.A"G<\ . ill I ['~ II # [ i "-t!l--- t~~~c;.lM<fiGS -; I ~ I ,k "ut,'ON \\~r II I ,-- E!w\.BtDME~'; I VIE..,,,€./- ~~)OE~ER!OR ~ ~PPuts'O Ht.AO 41; SILL "'HERE l' X 1. \. &: r" :( 2 "/'$. 11..Se: MUWCNS ARE LiSE.D '8 X 31' SEL' \ "'-.'8 X 31' SElr ILJ \- lOCO S.H. TAPPING s:~S '-- \000 SH. TAPP;t-.G S/oi$ I I H(A.D OYF') H(...'O (TY?) lt9 X 3/4 SEU- J "ALANT BE"'C," ~CTION A L.Q,l SEC~,ON A-A (4) \ -A?P'NG SM; I '\ ~l~e~~:~LANGE:S ,_ lOCO S.H. SECTION A A (7) 'II /' SIOICl'OL e(.."-',/pD,fS1GNER ~1~5~~T r~~~~€iN r lQCO ?.; /';)ES1GNEFl rl(AD (i"po) , ' , So ~ULlIOP<\ -1 I Skl (TY~) \ ;~ r liS X 3/4 S(Lr' n r ~e x 3,4 S(LF I \ ij / ~APP1NG SI~S ~ X .. x 1/8 ) H / 'APPING SIo1S.1 x 4 x 3/6 ~ ~~ra ~w;io2~' .. E '~I':fi.\I-.r"11'~~1 r -u.t "CLL):.'iDN ~ r\~"I,il ," II r '0'( :r"L-11IUNI f~":"<:~~.'~. 3~i;~J lL. ,(FLORIDA EX.TRUDERS ~~~~d;~:R:ok~'t !' lNTERN.ATIONAL INC ,C)~~ \.~ .." ,..--", Im'LE.SER 1000/1500 FI" SHEET 1 OF 2 J:~- L,.--rl II ',' ~~ I HORIZONTAL MULLION SECTIONS I I r '. '''''''~ i SEE OTHER SIDE (SHEET 2 OF 2) rSR , '.X3"SEL' 11\ '\..'.'3""'-' ; '.0"",' ~11j' 'I DESIG" PRESSURE CAPACITIES ~ 1000 S.H. TAPPING SM$ ~ 1000 $",. ";"APP!NG SIo'l$ I .' 7~" .... . ,.EAD (TYPJ >.;(AD (TYP) '.'t. ,.,,)\.\,. 'DRAWN BY, MSH i APPROVED BY. \4AB SECTION A-A (5) SECTiON A-A (6; I \('2' .\\ It IDATE;1~/l/03 \SCALE:NTS IDWO' lHMFIN 1---1 IX OR 2X ~U'_L ~~] ~:"' 0 ] SECTIO" SECTION A-A (4) II'I;'X.XIIO Qj'X.X310 I : I TeBE HULUDN I il r ME MULLlON JA~~C~T;~<; l i I : I JA~~O~T ;?~; l II II =l ,I r. "X 1/2 SE,F ='11 !r.s X 012 "U I" _:::< ' I "APP ING S"S "P?:"G SMS 1:- ;::: <i ~l ~ ~'1fl I:~;J;S' I~f~~ ,<roc:' ~ I ~ ~ @~ if ~,~ 119 SELF 1 APPING ~ SMS <T'1'?) B-~ ~ VI[WED FROM EXTERtOR :,,'~'.(~~:;~~~'. ;i).' ~_ :~:... :\,.. V,----. . ",~ .~, n;;;:'," ,-".,,4) ~/:!~~~i~, :(.~? '<<t..... l . ,)" .:~t".\t-" [FLORIDA ITI'l'LE'SER 1 ODO/ 1500 FLANGE l vER7ICAL HULLIO" INTO EXTR UD E R S !~~~~N~R?EW'r.E\i SA..'iFORD FLORIDA SHEET 1 OF 2 HOR I ZONT.'1L S:,1~~~~ R~~6g j/ .. ~UlL1t:N ~ I s~~~~ ~t~~a~t -% " KUlLlCN , #8 X I-d2 SELF 46 x ,~.Jc SELF H,PPING Sl-1S r AP?!NG $oMS A-A (5) SECTION A A (6) SEE STHE~ SiDE (SHEET 2 JF 2) FOR i DESIGN PKESSURE CAPACITIES 'DRHll BY: :~SH I APPRDVED BY, wAB 'DAm12/1103 ISCALE,NTS 'IDWG: lVMHMFLG SECTION '"''~''' '.. _' "fN..;...AT:m"AI<lC"O~ ., .....uoo SeR('" '--(~;~z :llP J I I 1 \/9"' ~i.N. 1~M.lIE:rll'ENi I ONE iY .tODD I t BUCK BY DT"ERS ~ ,,:,~c ~ ~ ~ I I DCAIl C r CDNCRE.T:: DR: ~\ASONRY /. BY OTHtRS zJ, -r 2 X . , 31. '. I TUl1E: i'lL'LUCN \ i JOOO S.H.~ I ;AM) tiYj:>,) \ =~~ [' i ~'- :NS--:ALlATlCN ANCHDl(: 3/1&" /:,!.A. I I TI-\PCCN SeR(V ANCHOR. (1"yp.) I II' ExTERNAL HULUON lNSTALl.AnCN CUP I/,' IYP'CAL MULliON TD CONCRETo @ HEAD I "UlueN.../'JGJl "I (APPL:ES TO HEAD 8< SILL WHERE 1" X . ; &: 2" X 4" TUSE MUlllOf\j$ ARE USED) i :1 [I II il --1 ~8, '. l/2 SEL, ~ TAPPING 3MS I I DETAiL B i - I[ 191 ~ r1",'ALLAnaN ",CHeR t II 3/1()"' D1A. T~pcaN ~! . I SC'[V ANCMOR ,TYP) I 'L..-o / , ' "7 . J fS1LL CL~ I - f l l/41 MIN. <(] '...' E.MBEDME:~T ""--- PRECAST sr'2!. BY DIH~ AUXiliARY PLATE (fOR ADDITlONAl ANCr-ORS, '"I'.E'l RtQUIR(D) 1::. \ 4B X 1-1/2 SELF~ T APPIN(j SloIS ';:JJ SEAl.AN" BE:. T\(~N Ir':N]Q\J F".ANO!:S So ~ljLLION SECTION A-A (7) ~-"\..~ \ 1# rl l #111 A A I o -i ,n IT 08 ~ MULLlDN -./' ! '8 - /t& SELF TAPPING /' '-( SMS cTY?,) '- :!il!1lJ.J .EU.'i8I.!\lli VIEWED FROM EXTERIOR I~~~~ ~~NI"') 'r'J I~fc:~ !<ccn,[ ~ t~B o . i'" i3 c: .' IFLORIDA EXTRUDERSI~~~'1ii~'#'J~~ i SANFORD FLORIDA ITT~,SER 1000/1500 FLANGE SHEET 1 OF 2 I vERTICAL NULLION SECTIONS I SEE OTHER SIDE (SHEET 2 OF 2) FOR i JESIG~ PRESSURE CAPAC1TIES 'DRAWN BY: '~SH I APPROVED BY: wAB IDATE: 12/1/03 iSCALE' NTS iDWG.: 1 VMFLG ::! : 2 X 4, x 3/B ~\ TU'SE MUlUCN I -vo 3Y '.JOD ; \ I L-~HERS_ \ I";;'~ ~ .~. ~~- I ! I ~~,,~~ i I : U. 1\ ll'tSTAU_ATlCN ANC"'O~ ~a ';,foct I I I ~ \_ SCRE:'..I (TY?,) ~ ~ - EX T'::RNAl MULLJDN. ! ~.J -. r-- !NS'LALLATlCN ~LI? ,'"VL':"/DN: "Ii , APPLIES TO HEAD &. SJL.L WHERE' ,. X 4" 8< 2' X ." TU9t ,\1UL'cIONS ARE USED ~ET4iL C JAM~O~T';P~ 1 j I I I~ *"9 x jj~ SO..F" irr T~PPl:-;G SMS I~ DETAIL B I AP?Ut:S TO HEAD & S~lL WHERE 1" X 2- &: ,.. X 2: 7/1 e" Tuee: MULL!ONS ARE USED ... Ie ::ll r-!NSiA:I...l...ATlOM ANC\.OC~ i~ ~ ~M~t;M~~~ SHtAn<IN'Cl -, I ) "ootII'I<!JOO~ AuXILIARY PLATE (fOR ADDnmNAL ANCHCRS, 1,..j-jO. ~[QUjRE.D) 18' - I : I !Tt~:='" I :-1ULLlD'N I 18-+ [FLORIDA EXTRUDERS~~Nf~W'r.llii I SA."<FORD. FLORIDA 11'!'J'1E. SER, 10001 j 500 F I ~ SHEET I OF 2 I VERTICAL MULLION SECTIo~S I SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN PRESSUR> CAPACITIES DRAWN BY: f1Sri I APPROVED BY, w A 3 DATE;!? /1/03 I SCALE, NT S 'DWG.: 1 vMF I N ~ SEAlANT l:l(TI((EN \oI'nmo'w' r:"ANGES " MUl..L\[JN SECTION A-A (7) I1lliILL '>- , & I I r l & A A ~8 SELF T AP?/NG.../' \, -< he,"", S:4S CTy?.> '- ~ ~ VIEWED FROM EX'TERIOR I~~:j lillO;' ";;;';il~ ~;!i 5~:;' '" i3 ri '". " " ~ i 'i' ~-'I ~, ~ VIE'NEO ,RO~ EXTE.I<IOR DRAiVN BY: MSH I APPROVED BY: \I A B DATE:l2/1/03 :SGALE''ITS IDWG.: lHHFLG w C,) I- a z w CD ~ o f2 w a::: <t: ::J <Y Cf) w ~ 11..-:t0::: '00:::0 W w..11.. f-W L.. -:tO~Z ~-O~ X~o:::o O~w..U O:::OZU o.."",W< 0.. "" ~ ' .. -:to-:t5 WO:::f-Z o:::w..W -:tZO:::O DW-:tO W::C:(I)O f-~ZZ o 0<( ~~i7jW '-'oc:(Z~ t3U)W<(Z c."Z~Eto ~QQOi= 5(1)O:::f-<3 06JO::C::J w.."",C200.. W~WOo.. 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Q., 0:: o U W ~ o :r: U) ~ M o o N @ 5-14 LAST PLOT DATE October 11, 2004 WINDOW INSTALLATION INSTRUCTIONS (MILESTONE) CAULK BETwEEN INSTALLATION ANCHOR INSTALLATION ANCHOR wOOD BUCK 8. 3/16q DIA, TAPPER #8 \~OOD SCREw (TYP, I,/HERE MAS1Y, OPENING (NOTE 17) TAPPERS ARE NOT 7 BY OTHERS \ CONCRETE DR ONE BY \.,IOOD REQID, - NOTE 22) MASONRY DPENIN'~G 's- BUCK BY OTHERS ~ 6, CAUL, K BETwEEN BY OTHERSl (NOTE 11 & 12), I /- DOOR FLANGE SHIM AS .6. :/ 8., wOOD BUCK I REQ1D _ ill . ~ 1\ ~ PERliv1ETER (SEE 1 SLIDING GLASS '" 1\ CAULK BET\>/EEN CAULK BY 'V NOTES) I q t DOOR FRAME \ '3 \./DOD BUCK 8., OTHERS \ \7' ~ ~Hl{~DM~~T r V4' MAX, JAMB \\ ,T,~-- ~~S, ~Y~H~~~NIr--JG t> . _ ,.,HIM SPACE ~_ \1 ___ SHIM AS REQ'D, ~\ --= ~k ~~ , ? U I I e4,. ' 'SEE NOTE$; STUCCO ~ i II l '9 j I Tr'/~! \"'\ ,,~ INST ALLATICN I\NCHOR BY OTHERS I ~ U JJ 3/16' DIA, TAPPER (~mTE Ir~ ~ If _ TEMPERED GLASS, \/i <;J _______-CAULK BET\.,IEEN U <TYP,) \ ~.. DOOR FLANGE INSTALLATIm~ ANCHOR l.C~ W ~ ~I' 8. \,o/ODD BUCK #8 SCRE\.! ''';OOD (TYP, ~ \ \/HERE TAPPERS ARE E ________] <J NOT REQ'D, _ NOTE 22) SLIDING GLASS P~JtK T~~..... CONCRETE OR DOOR FRAME OTHERS , _ _ MASONRY OPENING HEAD .... _............... SG,D, wIDTH _ BY OTHERS " STUCCO ~ I BY OTHERS v' TEMPERED SECTION B-B GLASS <TYP) SECTION A-A "^" & CAULKING AT FASTENER HOLES REQUIRED (SEE NOTE 2), -., SLIDING GLASS ::: DOOR FRAME SILL ~I & 1/4' MAX SHIM SPACE 1 ; ~ lif .\;> t ~ I z- " "'-! DOOR HEIGHT CAULKING &. REQUIRED (SEE ,"OTE / rt I I & i \, ~ , , 1/2' .t> J~ ~ "--" TI'; .b t b ~ ~ ? r EMBEDMnnJ 1-1/4' MIN. N .!{) Wr--. o.:~ ~o ::;)z 5~ ~Q ,() -'::J f5~ i:O~ ~It .t> t. .t> \L \ L ~ INSTALLATION ANCHOR #8 \.IOOD SCRE\.! \0/ IPLASTlC ANCHOR CTYP, IJHERE A TAPPERS ARE NOT REQ'D, m SEE NOTE 22> LIBERALL Y APPL Y CAULKING UNDER SILL OR SET SILL IN BED OF CONCRETE (SEE t~OTE 2). SHH4 AS REQUIRED (SEE NOTE 1>, INSTALLATION ANCHOR 3/16" DIA TAPPER (~loTE 17) CONCRETE OR MA~ONRY OPENING BY OTHERS SHEATHING - BY OTHERS SHIM AS RE1Q'D (SEE NOTES> CAULK BET'wEEN DOOR FLANGE 8. SHEATHING INSTALLATION ANCHOR #8 wOOD SCREw (NOTE 21) 4l...c; \ 1/\ STUCCO OR SIDING BY OTHERS PERIMETER ~ CAULK BY OTHERS l l~. ~1 SLIDING GLAS' DOOR FRAHE HEAD ',- TEMPERED GLASS (TYP,) i1 I DOOR HEIGHT & CAULKING AT FASTENER HOLES REQUIRED (SEE NOTE 2), CAULkING & REQUIRED - (SEE NOTE 2; n~, t EMBEDMENT ~ 1-1/4' Hm, \ SLIDING GLASS \ DOOR FRAME & SILL 1/4' MAX] \ \ SHIl-1 SPACE ~,!y_j t ~ z- I i .b "-'f1 11 '--' 11 I> ,4 ~ L:, t ~ \;> t>. t ~ INSTALLATION ANCHOR lt8 \.IOOD SCRE\.! Iii IPLASTIC ANCHOR GYP, \.!HERE TAPPERS ARE NOT REO'D, & SEE NOTE 20) - LIBERALLY APPLY CAULKING UNDER SILL OR SET SILL IN BED OF CONCRETE (SEE NOTE 2), SHIM AS REQUIRED (SEE NOTE 1), _ INST ALLA TIm~ M,ICHOR 3/16' DIA, TAPPER (NOTE 15) CONCRETE OR -- MASONRY OPENING BY OTHERS SECTION A-A MASONRY INSTALLATION --1 &~ 2X4, 2X6, OR 2X8 wOOD --J BY OTHERS (NOTE 6) I CONCRETE DR ~ ~ MASONRY OPENING ~~ BY OTHERS '1 . \ -1/4' MAX SHIM SPACE 1 1/4' MIN, 1""""""'-""'- -EMBEDMENT ONE BY wOOD BUCK BY OTHERS (NOTE 11 8., I~\ cd INSTALLATION ANCHOR #8 \,fODD SCREw CTYP) ----, (NOTE 23) (ANCHORS SHOwN IN SAHE PLANE FOR CLARITY ONLY HOOk STRIP Ai'ICHOR HOLES SPACED 2' APART ON OPPOSITE FLANGES) CAULK BET \~EEN HOOK STRIP g" ''';OOD BUCK iJ 1 1/8' MIN........." J EMBEDHENT ", (TYP) <J ~ ~ iJ I" <J ' . f1&/ \ ~, ,,,-,.,;> Ii ~ "-" ~ 3/4' HAX, \ L "'" ,,,,,<c:....... -r Lueco BY OTHERS 7\ SLIDING GLASS DOOR -", I / \ HOOK STRIP '" ""'" / LJ TEMPERED G:AS~ ~ ~~ <T Y P ,) :;;;;= "'''' ~li 9J_~1 ~ -INTERLOCK HOOK STRIP DETAIL IMPORTANT INFORMATION & GENERAL NOTES 17> UJ () I- o Z UJ ~ <( I- o f2 UJ cr: ~ .::J o CJ) w ~ lJ..<:t:0:: '00::0 W lJ..lJ.. f-w <:t:a~~ ~-O:::) ><~cr::o O:::)lJ..u o::ozu Cl."""w<:t: Cl.~~ <:t:0<:t:f- wQ::f-o o::lJ..wz <:t:zo::o OW<l:O w~(j)o I-;::zz ~wQ<:t: O'Q::(j)w <:t:z~ t3(j)w<t;i ~z~Eto ;::Qoof= o(j)O::f-c) 0~0~:J u.. e::ua.. w~woa.. o::of-....J<l: <:t: zm....J :::)....J-O::....J a ~ (j)- 0 ~-< (j)Q::....J........ ....Jw....JO ....J>:;:Z:O:: <:t:O:><l:O ~~ ~ iQ' r",0 Q,) ~w ~ CO Q,) 'U ~ '-' ~ ~~~83 I (/) ~ 0 (l)CUa..~ "'\ s:: 5] Z ~ '0.0 u:: 9 n::s ,- f=:::) ....J a.. (/) 0:: co <c O~w 0:: "'=' U l- E ~ ~ ~'-Jf- @ ~ yo (j) w ~~ ~ gM~~ ~~~w ~R 6u.. ~N ('I') <:t z: ('I') ('I') 0 ~,,(:tJ <:t:....J('l'J('I') ~ o::u.. NN ~ 0'00 r-o. u; ~ 00 00 l..I-J a.. OJ) C9 Lf) 0 r--. I'- <:ta..oo J:) C9 _ m <:t: <;t <;t w ~ 0 I z: 00 f-,(j) ~ ~ ~ o z w <:t: U) ~ ." z: 0 0:: ~ U) 'I' (j)__O 0"" ~ - of-O ..... .... ffiz<l:u w~::8ii 0 ~;::~(;J II'll:. i= _(j)-2 1-f-....lLU :;) <:J 0:: frl 6 0:: lJ.. IJ. Q. ..J 2Wa..-J 00'.0 wO(j)3(j)lJ..z~C5 en wZencozoo ~C I::JZWQWf=zo:: Z l-o:5Ien~o::::;:) CJ 6za..l-;>wOOlO ii) <l: I W en a.. 0:: . LLI !nw~t:::O::o....Jt>>: 0 w g 0:: ~ ('1')0 Z ~ ..: LIJ ..., co w :::) c:( :::) .....:( "" w..-JI-~~ClI-...l:Z: Q 2=~O~~I~~~~ ~ cr::~f-~O::Oo:::; 0 ~~!n8~u;!nDO Li SLIDING GLASS DOOR These notes are provided to ensure proper installation of Florida Extruders Milestone products and must be followed fully, GENERAL lNSTALLATION INSTRUCTIONS ;# AI ! I ;#~ B' B 1& 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 SE PRESSURE TREATED WOOD OR PLASTIC AND MUST BE COfvlPlETELY ENCAPSULATED IN CAULKiNG OR SET INTO WET CONCRETE. 2) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD & JAMBS. LlBERALL Y APPLY SILlCONIZED ACRYLIC CAULKING UNDER SILL OR SET SILL IN BED OF WET CONCRETE, CAULK BETVvEEN BACK CORNER Of SILL RISER AND CONCRETE. CAULK ALL FASTENER HOLES PRlOR TO INSTALLING FASTENER AND AROUND HEAD AFTER INSTALlATION. 3) USE SILICONIZED ACRYLIC CAULK fOR PERIMETER SEAL AROUND EXTERIOR OF DOOR AND BETWEEN HOOK STRIP & BUCK FOR POCKET DOORS. 4) JAMB AND SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER. S) DOOR FRAME MATERIAL: ALUMINUM ALLOY 6063. 6) TWO BY WOOD BUCK AND/OR FRAMING AT THE HooKSTRIP TO BE SECURELY FASTENED TO TRANSFER THE LOAD TO THE MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE PER FOC, SECTION 1707.4.4.2 AND THE ENGINEER OF RECORD'S DETAllS. 7) fLORlDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 500 AND 2000 SERIES SLlDING GtASS DOORS. 8) WHERE "X" REPRESENTS MOVING PANEL AND "0" REPRESENTS FIXED PANEL, APPROVED CONFIGURATIONS ARE AS LISTED ON THE ANCHOR INSTALLATION CHART, I TwO BY \.IOOD BY OTHERS (NOTE 6) Xi /i\- A 1/4' MAX i \/ r SHIM SPACE ~ IJ tl 1-118' MIN,-.J 01BEDMENT I A~ EXTrRIOR ELEVATIOH 2 PANEL DOOR SHO\.!N (SEE NOTES 8, <3 & 10> [SEE SHEET 2 FOR CONTINUATrON Of NOTES] JA M/;~c", "', "'r1'~. ' ~ >'ii-t ;j: v.... ,;~J.f '(, i ,~.y '~ '~~ "'.Q \~ iQ'" " \. '., t it.... !;~' , _WNNM~~~r:M-- l "'i. '.~" :?;~ /,l'\ l: ~ W: , t ~Z-1~ "tvj " '-.< ',,~ :: 't ;;-~~:f~" -j;<, "~.r.>> -"". \,~ "1'", ,-t~,. ~,:>I,'4f[, :/' , ,(f!"'-'" ;s i. " ~ ... So''' ':', i$..f;itf ,#: " ,./~;~1t.!il",~'t:,/ ~~~,:..:('t.lo'-" REV DESCRIPTION IDATE INI FLORID \ EX11RUDERS INTERNATIONAL, INC B REYiSED NOTES 1, 2, 3,6, II 3RJA h. 2540 JEWETT LANE 11, 12, 13, 16, 22, 23 & 112 18/0 ; CERTIFiCATE OF AUTHORIZATiON NO 9235 SANFORD FLORIDA ~~ts~g ~i~iEtND/oR i TITLE: SLIDII\jG GLASS DOOR 500, 1000 8., 2000 REFERENCES AND/OR I MASONRY INSTALLATION \;/ITH NON-STRUCTURAL ILLUSTRATIONS. RENUMBERED BUCK A[\JD TAPPERS NOTES 6 TO 10 AND ' ~~~~:DN6i:~R~~FiEDTO DRAWN BY: BB J APPROVED BY: RJA ~~:~REl ~~~R~OXX DATE: J2/18/03ISCALE: NTS ! DWG #: FLEX0021 SHEET 1 or 2 FRAME INSTALLATION --- DOOR \./IDTH -....... f-l/4' MAX, SHIM SPACE 1_ 1-1/8 MIt'-1 r-----EMBEDMENT SLIDING GLASS DOOR F~~~~ \ :\ Ie: T\.,IO BY wOOD \ Ir BY OTHERS M (NOTE 6) A~ I +~ SHIM AS REQ'D. ~~ iF /\ (SEE ",orES; HID BY wOOD BY DTHERS (NOTE 6) / / I CAULK BET\./EEN HOOK STRIP 8. ',JOOD BUCI< I\, iNSTALLATION ANCHOR #8 \,./OOD seRE\.! (TYP) ---. (NOTE 21) I (ANCHORS SHO\,;N IN SAME I PLANE FOR CLARITY ONLY, HOOK STRIP ANCHOR HOLES SPACED 2' APART ON OPPOSITE FLANGES) J \ \ l' 1/8' MIN SLIDING GLASS DOOR~ 7 \ ! /1\ E~~f~~~NT. l HOOK STRIP , \ 1/. \ -L \ I \ .~ ~ .f: 3/4' U \IL ,,"" '''''<:....... i- TEfv1P[RE~D ~o , il I GLASS CTYP') I ::: ~ ~'1 D SHEA THING ~~' BY OTHERS '" L SLIDING GLASS DOOR INTERLOCK HOOK STRIP DETAIL ~AX, '/~ / c& L TEMPERED GLASS <TYP) /\ INSTALLATION ANCHOR '--#8 wOOD SCREw (NOTE 21> - CAULK BET\JEEN DOOR rLANGE 8. SHEATHING PERIMETER CAULK BY OTHERS ;< . \ \- SHEA THING BY OTHERS L- STUCCO OR SIDING BY OTHERS IMPORTANT INFORMATION & GENERAL NOTES These notes are provided to ensure proper installatIon of Florida Extruders Milestone products and must be followed fully. SECTION B- B AI I GENERAL INSTALLATION INSTRUCl10NS ;# ;# 1) SHIM AS REQ'D, AT EACH INSTALLATION ANCHOR WITH LOAD BEARlNG SHIM. MAX. ALLOWABLE SHIM STACK TO &:, BE 1/4". LOAD BEARING SHIM AT SILL MUST BE PRESSURE TREATED WOOD OR PLASTIC AND MUST BE COMPLETELY ENCAPSULATED IN CAULKING OR SET INTO WET CONCRETE. . 2) USE SILICONIZED ACRYUC CAULK BEHIND DOOR FLANGE AT HEAD & JAMBS. LlBERALLY APPLY SILICONIZED B ACRYUC CAULKING UNDER SILL OR SET SILL IN BED Of WET CONCRETE, CAULK BETWEEN BACK CORNER OF SILL RISER AND CONCRETE. CAULK ALL FASTENER HOLES PRIOR TO INSTALLING FASTENER AND AROUND HEAD AFTER & INSTALLATION. 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR AND BETWEEN HOOK STRIP & BUCK FOR POCKET DOORS. 4) JAMB AND SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER. S) DOOR FRAME f\1ATERlAL: 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. . B i A-J & EXTERIOR ELEVATION 2 PANEL DOOR SHOwN (SEE NOTES 8, '3 & 10> - N . "' WI'-.. i~ go ::;)z ~~ ~i3 .(.) "?::J ffi~ g5::; 0::0.. ,..;:<t~:~~ ';/~':. '...." " ':. ... ~ ~ ~ ~ ... ~ ',.':Y ;:k~34 ~ ~ 'F ~#*~+"'l. I~' '1 ! ~\~~'I';U{) '~~ ~- ~:40:Vie. f.( 'r~) ?,. '. ;I, n/ i' ~ ". '~ t tt'+~' '~ , ~" ~t~...rl"."~". .,,..- .~".k~_!~, ,pM,' '.c7:['j~1 ~(,)~. '?' W'rl&-..... ." 7, 4- ,,'; ~ ,~ ! " ~ '" -~, /~ .. \~~,. "';;,:"'" ';~"';' ",,,.f "'e, '*r"fJ'f~t$$",~ ..":'/' I \lL,,",. '...,," :......'*"..;- [SEE SHEET 2 FOR CONTINUATION OF NOTES] REV DESCRIPTION DATE INI B REYlSED NOTES 1,2.}, 6, 11'112/18/0'" RJA 20, 25 & JC AND ADDED I v ANDIOR REV!SED ReLATED i REFERENCES AND/OR ILlUSTRA nONS, 100ED ~DTE 20 AND REl.ATt:D ILLUSTPAT10N'S. RENUM8€:RED NO~ES 6 TO ',0 '" 21 TO 29 AND REVISED REFERENCES TO THESE NOTES. REViSED TAPPERS FOR 90;<;< J-PANEL I DOORS FLORID}" EXTRUDERS INTERNATIONAL, INC -i 1 f 2540 JEWETT LANE CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA TITLE: SLIDIf\lG GLASS DOOR 500! 1000 & 2000 FRAME INSTALLATION 'WITH #8 SCRE'v/S DRAWN BY: BB I APPROVED BY: RJA DATE: 12/18/03 ISCALE: NTS iDWG #: FUXOD27 SHT 1 OF 2 -~~-~ ~._.._"----.-_.---_._.._- . m o ('I') N Z o 00 Q L OJ) ~ I- b(j)~ E <;to::O:: o ><wO I,/) <:t:w::r: ~ lJ..~5 -('I')Lf)~<:t: cooNZ '- ~~c;JW6 15 s ('I')...l.:;;d w .9 ," ....J " -... I- () O....lJ..MO::<:t:M 0 00:::)0 . rO~I--(O (/)~OO~M D.<;t:::)1-0) W MO 0::0::.1- Lf') o.If-WO <:t: m<:t:CL(j)UZ 0 <:t o o N M- "'" o o z IJ) o w - I- U1 :J 0 ~ U1 ~ t' OOr-t' > I N <t ...J D' III o III 0 I - IJ) D' ~ W M IJ) O~Mt' o I ..J I ..I M lJ.. U1 lL. r- ..J I- ~ OJ <tU1[l' ~~~r- Z . I- W Z [J CJ o \D o z w o(,/)z u;:c~ 0 Wf-(,/)W::J oz(,/):::!< oo-:c> z:;Et:::::(,/) <C'Jwo::L;j O'"'~Oo ~o::OOO :::5:wWU tio~~~ o:Ja:(,/)~ r,Q~woo:: I(,/)b:Z:::> f-_<t<tU C\l(f) LC)Z C\lO ~(f) > w a:: w ~ ~ Z Z ~ -.J Q.. U) ....J - <( J- W o UJ ~ 0 0:: () >-lJ..z zl-O - c:(z- I- z:w~ -en> OZ- 0 WOO Uu<:t: Z ::Jz:O Owe:: of-O I- O::f-....J a..-u.. ::r: wO::....J 0::3<:t: (!J wwO:: co:r:f- - f-f-iSJ 0::: ~5~ >-OCL >- -<:r:o:: ~t:::o 0.. z3u ::)o::w 0 w~ a..zo () enZI -<:t:en ~~::J SHEET NO. a.. 0:: o U W ~ o I (j) ::J C") o o N @ 8-15 LAST PLOT DATE October 11, 2004 SGD INSTALLATION INSTRUCTIONS (MILESTONE) -~ BlIILOll\'G CODE CO:\1PLl..\.'I\CE OFFICE tBCCO) :PRODUCT CON rROL DfV1SION ~1L\.;\U.[)ADE COUNTY, FLORiDA METRO-DADE FLAGLER BlJ11DlNG 140 WEST FLAGLER STRU r, SUITE 1603 l\1JA10f, FLORIDA 33130<-1563 (305) 375-290 I FAX (305) 375-2903 . NOn~E OF ACCEPTi\l,CE (NOA) CertainTeed CQrporation 1400 t'niou ~feeling Ruad BIlle BeU, PA 194U SCOPE: This NOA is bemg Issued under L.1e applicable rules awi r~gulations governing the use of constructIon matenals, 111e doctlmentatwn submitted has been reviewed by .\1:iami-Dade County Product Control Dnision and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where al1D\'ied by the Authority Having Jurisdiction (AID), This ~OA shall not be valid atler the exprration date stated below. The Miarni-Dade County Product Control DlYision (In Miami Dade County) and/or the AHJ (m areas other than Miami Dade County) reserve tbe right to have this product or material tested for quahty assurance purposes. if this product or rnaterial falls to pcrfoml in the accepted manner, the manufacturer WIll incur the expense of such testing and the AID may irumediately revoke, modify, or suspend the use of such prooud or material \vithin their jurisdiction. BORA reserves the right to revoke this acceptance, if it is detennined by Miami-Dade County Product Control Division that thIS product or material falls to meet the requirements of the applIcable bUIlding code. This product IS approved as descnbed herein, and has been designed to comply '\'tith the High VelOCity Humcane Zone of the J.1orida BUllding Code. DESCRIPTION: tandmark 30 (and.,\.R) (and WideTrack QB), JJandltluk 40 (and-AR) (and \Yldel'rack QB) and Landmark SG (and-AR) (and WideTrack QB) LABELL'iG: Each unit shaH bear a permanent label WIth the manufacturl':r's name or logo, CIty, state and follo,"ving statem<;.t:t: ~Mianll-Dade County Product Control Approved~, lmless otherwtse noled herein RE.."lE\VAL oftI118 NOA shall be considered after a renewal appl1cation has been filed and there has been no change m the aQPJi<;a..b]~ pUl1~iiJ')gs.~..'>de negaJ:i~e.lY..~lf~~tip~erfbnl1anCe of this product. ___.____ ___ TER'lL'lAl10N ofth18 NOA WIll oc\-'ur after the ex.piration date or iftbele has been a re'V1sion or change 111 the mattna]s, use, and/or manufacture of the product or process. Mism:e of this NOA as an endorsement of any product, for sales, advertising or any other pmposes shaH automatIcally tem1inate this NOA Fallute to comply \\ltb any section ofthis NOA shall be cause for ts;:rminat1On w"ld removal of NOA, ADVERnSE'lENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the explr.3.tion date may be displayed 1n advertising htelature, If any pOltlOn oflhe NOA is dbplayed, then it shall be done in its enhety. INSPECTIO~: A copy of this entire NOA shall be proVlded to the user by the manufacturer or its distnbutors and shall be a\ a!;able for in;,pedIon at the Job S1te at the request of the Bu:ldmg Offi':Ial. TIns NOA cons1sts of pages 1 through 4. The submitted documentation was rC'lewed by Fr-ank Zuloaga. RRe I ~ Q-i . _k>, ~ ' ,.;j '. NOA Nu.: 02-1H9.03 Elpiratioll Date: 02/28/07 Approval Date: 03/27/03 P"g.e 1 of 4 6, LABELiNG 6.1 Slungles shall be labeled with the Miami-Dade logo or the \\ ordmg "Miatnt.Dade County Product Control ApprOved". , 7, BUlI.DJNG PERMIT REQlJIREMENTS 7.1 ApplicatJon for bu~lding penmt shall be accompanied by copies of the foHo\', iug: 7.1.1 1111S NotIce of Acceptance. 7,1.2 Any other documents required by the Bmldlng Official (}r the appl1cable code in \.)f(!er to pro~'t'ly evaluate the mstaJlat1\.1n of this syskm. DETAlLA CERTA1NTEEO LANDMARK 30, 40.50 All d1mensions shown are in inches 5 5/8-1 ------161M WI 5 518"[ 27 112 - - ~- --~~._._-- ---- t---j-33 1/8 --~. ;tl-~--1\Lr- G ~~. l I 5 5/8 Full _l_ Shingle , li Starter - - II!!!!!!..!!!!! E av€s ?\OA No.: 02-U19.0} Exph atk.n Date: 02/28/07 Appnnal Date: 03/27/03 Page 3 of 4 ROOFh~G ASSEMBLY ApPROVAL <;ategory: Sub-CatE'~OI'Y: I\1aterials Deck T, pe: Roofmg 07310 Asphalt Shmgles DlmensIOnal Wood 1. SCOPE This re.ises Certatnfecd Landmark 30 and AN. (and Wide frack QB), CertalnTecd tandmark 40 aud AR (and WideTrack QB), CertainTccd Landmark 50 and AR (and "'ideTrack QB) Shingles as manufactured by CutajuTted Corporation descnbed in Sect10n 2 of this NotIce of Acceptance, 2, PRODUCT DESCRIPTION Prodm Him\Onsiolls r ell Spcdfications Produ<t Dft"uiption Ct'ltamtee:O landmark 30 and 13\.." x 38 %" AR(and WideTrack QB) Certain teed Landmark 40 and BY." :d8 hit AR (and WldeTrack QB) Certamteed Landmark 50 and 13W' x 38 ~,:.., AR (and WideTrack QB) Accessory Shlngles "an om A !lea\')' \veIght, 2471b/sq, dlmensional asphalt shmgle. A heavy Might, 2641b/sq, dimensional asphalt shingle, A heavy \wight, 2961b/sq, dimenslonal asphalt shmgle. Accessory shing:es for hip, ridge and stmter stnp c.pphcations. PA 110 PA 110 PA 110 propnetary 3. EVIDENCE SUBMHIED: fest Agency ftst Identifier Test Name/Report ~ 04/02/01 01/12/01 1lJ 1 2/02 Unden:VTIters Lahorah.1lies, 111c, PRI A,pha1t 1\.'i:hIl{\Jog;.es, Inc. R684 PC rC-Ol.02..o1 CTC-006~02-01 1.J1. 790 PA 100 Vndef\vriters Labl.'ratories, fnt". 94!\1<9632 021'\1<42448 'Nilld uplift resIstance PA 107 1lI30100 _Ui08/02 4, LI:\JJTArIONS 4.1 hre classification IS not part of this acceptance, refer to a cunent Approve\! Roofing Materials Dtrectory fO! fire ratmgs of this product. 4.1 Shall not be ;nstalled on roof mean heights lU excess of 33 ft. 5, L.'iSTALLA nON 5,1 Shingks sJlall be installed 111 comphance \"ith Roofing ApphcatlOo Standard RAS 115. 5,2 Flashing shall be in ll('CC'l da;:ce \,lth Roofing Apphcation S1andard RAS 115 5,3 The manufactUlef shall provide clearly wntten application mstnICt10ns. SA Exposure "nct course layout shall be 1U compliance WItiI Detail 'N, attached, :;:,5 "Nalhng shall be m compllance \\1th Ddall'B', attachl.'\J. ~O'\ No.: 02-1219.03 E:tpiratiou Date: 02/28/01 Appro\al DlIte: 03fZ7ill3 Pllge 2 of4 DETA1LB "1 -1---143/4" -1--12" ----.,...,( ~L~_-l~ rr __J t-----.- 12" --- -_.-- 383/4' ----.-- -. , -- 13114" I , I I -t 61/8 L 1 5513" Exposure LANDMARK 30, 40. 50 (AND AR) ,", 383/4" -- -. -,- ----------i _ztE!e~,,;~}:aF.///LL~~~0</ 1 nD 6" i I t LANDMAF,K 30, 40. 50 (AND AR). WIDETRACK as (low and Standard Slope) -- -----------1 -- 1ZA ---. - ..... . ~-:::J~ ___ I .{a;jrr.'Q ar-ea r-ot"'st:oop" $W{.W$ (gr~atec? It!31''\ '-1 ~4) N-iJ i bcl'ltYJOO botton' .2 f).Jj} lij e s- 13 114" 143/4-" .. I " 12" ------ '- - 1" ~ /\ 1" -it- ! ~ - r-\:~-:I' < n" D~' =-"- ~ I 5518" I ___. I 6:"": Exposure I I ___ ~j..-l_ LP.ND~AARK 30.40,50 (AND AR). WIDETRACK QB (Steep Slope) E!'I'J) OF TillS ACCEPTA.l'\CE @ -> '.'~h::'- ?\OA No.: 02-1219,03 Espiration Date: 02128/{l7 Appron! Date: 03/27:03 Pag!' 4 of 4 ~~ \ :-, 1 t h """ \. t~ ~ t P If, t ~) R '\ ){ '\ \ \ LAMINATED SHINGLES ~j(4t }~{ Ni~~.n~)i'0I{<" LA~~MA~K SEUS woo ~(AH' StR liS ME- ~K tw~;~::.j.!iS lAHDrMRK SUitS. NR,Mll" AND H(HtlKf SO ,,- '-- t <fr .:t~TJ IHROlG.H :;;nll~HRst, <..' ~ J ~ . ,,~~ 0N~ ~;;,:r C1 ff\ ~~~r --Ott feR ilU'RIC DlhtfN'I(}f{ AM!) t4~P~1~RK Tl S;-lq~(,lf> "~"'" ,*,~... h~;)) ~"i;~ ~'nOES ''':~-- ,.' ~-- -*',);- : \ L"--__;;.""^--- ,;:~~f, ~~f ""r*1' ~'IJ~'Sf\~ >~1* <:'I''$l( ;.~;::'~ ,_ --_~:~;~~r==~ ~/~~"--: -.- '-::::.;- --::- -~ 'I'!>r~~=~: -- - ~- -~.- \/ ",,\ --- r", " \ '-_----\ t /,/ \ \ \. :...__-~.'\ <;';......!().f1\'Utl; ~-&."%..~ fHWlllIG ",,~'Io." :1"(IV<< ~~lImQ ." 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FINISH );P';~.~ "........~'fW ~t~~,~~ ,,'-\~ w U 2 0 >-0:: Z zu... <(~ 0 (/) zw ~ -(/) oz 0 Wo Uu <( ::)Z 0 Ow 0:: 01- 0 0::1- .....I Q- u... wO:: --I o::~ <( W W 0:: co I l- I- I- Z W 0 I- 0 Z ::J >-0 0.: <(I 0:: ~t= 0 zS 0 w :585 2 Cl..z 0 (/)Z I -<( (/) ~~ ::) Cl.. 0:: 0 U W 2: 0 I (/) ::) M 0 0 N @ I-- o Z l- I C) -..,..,-~, FLAeHIN~ !'N~T A4L!,\~ION Ull~ !O\.<>Qfl MEE.";'$ ~1'CAl.. ;U:J......~ """~a !,_ c~ DE" .. SHEET NO, 5-16 FtAS!iJI;G OETAIl A.T CRtCKer,K!iEEWALl. t"r~RSEGTIO!I ;:~.... '"'::;,;;;;;~~ - .... - ~ - -- -- -~ ~!';'<} ~ - LAST PLOT DATE January 19, 2005 SINGLE HUNG MASONRY (FLANGE) ........-~- ~-~~ @ ON!!' 61' ~l) St!Cl( Sf 01Ht;l:S ~~ f<S li€Q'lt - (Sa; liO IES) i!oi$rMJ....n~ ANCKQ.q JIll;' lXA. t~" ~6Ul ~~~'= ~~g-;w~ CAlil< St~ f~~V<.!< CONCi\'. TE 0l1: 1,INiQ!lRY ~,.'W MAs..,'"I}.'fo(Y OFe>':NC '\ 1 iN' O'IW(RS BY O~ . ~__.l ' ~c,~ ~ ~\ 4'.. 1 , '4" ""N ~l:RS ~;~<,~, . ~_~ ._~,~~~~EHi --~~~~ i ~'ll&'.fu~sCAU!J<7(~=~ l/..- $I{l,'1J ----'-- , Sl>>\~ MM. 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MULl.JO"I ,',,1A.LLATlDN lltfAll ~~'LUt-nNUt4 n.J3t ('>},.JLL ION C;C NO. 1447 ..... - --.. r- sa I"""'''-'''~. [V<T(.3,;"!7/0a' v~,", ,,--- P=" HAU" I...."".. - - I"'" ...""",.~.~~ r..'(,.(-.f!.I, ~,,~ )~~" J)t.t'.. l1Q ftot~II!t..c...-I"lCW"'... :(",t~iI>, f>.~!~ ~l~.. htt4 li) f'IS~ fM ~.,~~*~ TYPICAL MULL. INSTAllATION INStAlLA n(ll'( -'J II r--fr/'..'l'l l~ 1l0l GfN-C4<~H ArlCHOR Will! ('''''' \ f1)., JI " '. I 1ft ii I ,......-MVt.J.lbJof DIE NO, l#Z MUWON - -\ r':z?l MULUON I!' Ii '~H"'~' 'f."yLlON OlE AN_ 1 @l --~" I / "" ,~.A "--'''- --- _~tL - -~1t:-._..,,_-1 "" "/.. '" $U; NOTES ~ "'" .q 'Y',. If?; ~ 1f3 COOCRE'l'I: OR W\~Y -.-...-/... A ----T SUllS11'<A TE ~OWN) WOOf.) '> FRA~/e: SUSStRATt Al.OO AP?Uf:S ' o_ J . -, 'MNOOW~/'" FRAMe J,~Ma (T'r1",) SECTION (3-8 .RllL1.~N Olt tolo, lH2 N(HtS1 1) "'....LLt01't INS1....1...,1\ON D....AI\.S APi'\. Y YO ~Vl..!IN\Jl'J ,,"'ee ;&.JLU<>~ 1m: NO. \4-\2 (.'ll. 1~, '.1Il*::r4 U$to ro ,,\it.!. S,"llll..e ,,\11>11. A,,~,:) ~ PIC1\JRlt 'lil/olllOWS $\CE BY $l\llf,. Z) iN ~~ASONRY <:ON$tRUG1'l<JN. ,\ Tf,'1Cfl lA~ 10 Sl.HSS11'U TP.: \'t'tH ~/1&" . Pl,"" 00NCll!.1t Sf$.f:W ANCdOR OF ~(f'l'ICI&Nl \.\){. 1'0 A~~Vt 1-1/~' MiN. CMaEiiMfiNr [NTo C~E-'\l! (;,,~ MASCMW. ~) 1~;'iOOf) fMMt I>>~ST'RVCT!ON, A nACH >l\!W.JO:.j TO svaSIMi1t L>SlNG II" S{;RtWS OF SUI''l'IClENT lTK. 'ro ".CHJE:\!CI: 1-Jjft' MI.'!. U;SEOMa-lT INto WQ{lO 1'Ri\:)';'lNQ. 4) MlJ\.I..'D.'< ",nACHMli.,~T IN SEC1101~ a-a is I'll>, AT tl!t,..Q .'< SiI.!.. !>) 1f04$'[,<\!.(.A'IW Of M'JU.!c".. AS 0*'00 le 20'01 n.a.'llOA. I;ltlll.Mla CWE: \II lH N C>;\llG c./it Af>, I <1\ ()R$ I\~ i\) :/; sM alt.l\\' or () 1HtR$ 1\) eN A SP(tlf'l E. ....--"" GE:NERAl ALUMINUM CORP, CARROll iON. TEXAS Ti1$ n.ANtJf~nCAI. MULLiON LlIiSTAllJ\110N 0e1'AiL Al.UMINUM TiliW: MtiltlON, DH~ NO. H12 ..~ .....':::::J"'l! _ S~__j:,,~~'-:_::l~a/i;t~ ~. -- _:~. HA~l!7.:'-,~-I~"'~-w.... SECTION A..... 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W<ACKEf ~-- t I V/I/oiDO\! -~ l FRAHE SILL l..-~ii$ SEl..F TAPPIN:; <iYf>) I ,/ SMS (T'rf',) I"~ __t~ t)-~~~1 ~::J~ ij p,J ~,_ ~Jt.l..lON DJJ:: NO, l445 / I,{,};l)O",..j SEC'l'I -N B- B f'J<AMC HCAD @ ,U. - HY?) ____ ~-"- -.--- i~Ql~uc.'l I'NSTPI.I.AUO,'t DE1AH.S ""'?L'( TO ALUMINUM TI.lllE MUl.t.to:>l, li,S: NO. 1445, ~ USOl T 11 1oll,,'I.l- Sl1<lGLt: HUNG ANTI OR P1CTl.mf: ''!llOJ'JO'.lS ttf:All r Q SJ.t.L :i!> IN AASl.'1NRY CONSrR\.IcntlN, "'HAtH WJU..ION 'to Sl!lls'tAATi;; I<ITrl 3/14' !:I'.A. CONtl\!.U; Sl:Re:\! A.~tlR OF ~l)Ffil;:;!:N'1 I. TfJ. TO I\CHIE;Vt' 1-11'4' MlN. EMllE~Nl INtO ~~Nt~~08: ~~ZoN$TR\;'Cnolol. AtTACH MVL!..l1'lN TO SU$.TI'1AtE USltol'.:l no SCMIiS oP nC!f.:1< r UH, ro I\Cl-I1E\'fi: i-'UI'!' f'(N, fHV-OolOll 1l-i'fO 1<001> Flll'kfll'j(1 4) AnA<';H."l(t(T [l'l ~cnDN g-ll is , $) 'fm~ or AAUa~ .AS S14Q'1i'f UN HilS SlittT .lnH HIt eoot rt. 'RJ)lNG COllE \oIl>H ~aee RF.YISm.~ ;:U~.L10N TV v TO Sf'!\," .. sN>CJ:NU. ffiiLUllt. AI..'CHORS ARS: 11 i)f ,,'39,11 f'Sf, n: 1$ i He RtSf'UN1HlllU TY or It HI l)li:Tf.RMill!t COllPt.1ANtt ON ... S,?I;ClflC s:r.NCTUR,E, /tI/~;'~~' , ;1. .y < \) " ~. \:; ',/1 .... -c'/ 7 l~:=> ,. ? 'IT S[CTION A-A --....--------....-..- ~~~r: h ~A.J B3 I j GENERAL ALUMrNU~1 CORP. CilRRl1t l TO>>, n;:XAS "'!lob ,'-<"NC';: HJ1Rl.rol'W. ~lll..i.JON ~~rAi.~ llt1AlJ. ALI.i.'1.nam T\.lM M\lI.~l.t{)N, mlr sa. 1445 ~::: \~ ES ---- IMw~/f;lI(11? '==.- 'f'.offt ---- 1= HALF' ~- 11l\~1Oilt!N15t, EXTERIOF< ELE:VA TlPN ---------_....,'-- ............--- ~.~!1l-~1!:~~lt.3t~~..\~~n.QttN;~ ~"".~~ 1._~.q3t ~;~~!.~~~~ -- h~i'-i'''' '\',"" "-... .,.".- ~\'-J ~ A....U~ wn ,// MlC~ (TV?) @ V"'~iJ)OW f ,.. n,u\'~J€: ..J..\~~S t3~ (iiP). ~"~l"'J _c:'_ L~ =._..- k'3 SElF ".^PPIM::> ~ ~ .;:;' SM$ (1'11> ) -t"...lI I 1 ,-,.,- = lr~'-~- ,~ ~~ln..UC-N Di€ "l0, 1446 St=CTICf'..,! ,~,-'l.. -,_...",..._-~.--.~_._---- lOW lIO: (l[N- 0" 51 k.-__ r- Ilu ~ Ii ~ Ii - .~1 1 ~ ~ J 13-.8 C A SECTION 8 1 8""" EX TERIOf~ EL.EVA-rIOi\j .... _..,' .....______~_,__'_._... .."'.v.,....- _____ ...._~~......-..--~ #~, G[NERAL ,ClLVvlH'JUM CORP, CARROLL .(IN, TEXAS nt",. rHi \!f.:R';"ICAL MULUC~ )f,STALLA'l1ON o5A!L"- .'U}MINZ.!M iUB'i: MULUON, Dll; ',,) 1446 1,:.,... -",:;::l~ J5 ilJ'~=-: '411<..;'/17/02- .'(If" _.__..I~ HALf I~,'T"'._~.._ Ij;""l)-O(~_~:;; "-'07€.S' .' 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