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Home My WebLink About7737 Merchantville CirA y City of ZephyrMills Building Department Construction Notes Finish floor height shall be minimum 8" above crown of road (City of Zephyrlhllls Ordinance #237) Each bedroom shall have at least one window sized fro emergency egress (2001 Florida Building Code #1005.4) Ductwork and appliances in garage shall be protected from physical damage (2001 Florida Building/Mechanical Code #303.4) Tub access shall comply with (2001 Florida Building/Plumbing Code #405.8) to concealed connections Balanced return air shall be achieved through the use of transfer ducts or grilles (2001 Florida Building/Mechanical Code #601.4) Window glass hazardous locations shall comply with (2001 Florida Building Code #2405.2) Installation of gas appliances requires separate permits 2002 National Electrical Code 210.8(A)(2) - All garage receptacles shall have GFCI prottection 210.8(A)(3) - All outside receptacles shall have GFCI protection 210.8(A)(6) - All receptacles serving countertops in the kitchen shall be GFCI protected 210.11(C)(3) Bathroom circuits shall have no other outlets 210.12(8) - All outlets (receptacles, lights, smoke detectors) in dwelling bedrooms shall be AFCI protected 210.70(A)(3) - Lighting for A/C in attic 250.52(A)(3) - Footer steel shall be used for a ground 406.8(A) - Receptacles in Damp Locations 406.8(B)(1) - Receptacles in Wet Locations 410.8 - Luminaires in Clothes Closets 422.18 - Support of Ceiling -Suspended (Paddle) Fans +A. TERMITE SPECIFICATIONS: 1. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL.(FBC 104.2.6) 2. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1'-0" AWAY FROM BUILDING SIDE WALKS.(FBC 1503.4.4) 3. IRRIGATION/SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 1'-0" OF THE BUILDING SIDE WALLS.(FBC 1503.4.4) 4. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, BETWEEN WALL COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAT 6 INCHES. EXCEPTION: PAINT OR DECORATIVE CEMENTATIOUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY TO THE FOUNDATION WALL.(FBC 1403.1.6) 5. INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETE.(FBC 1816.1.1) 6. SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED AND FORMED.(FBC 1816.1.2) 7. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC., SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT.(FBC 1816.1.3) 8. MINIMUM 6 MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT IS REQUIRED.(FBC 1816.1.4) 9. CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXTERIOR SOIL TREATMENT.(FBC 1816.1.5) 10. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1'-0" OF THE STRUCTURE SIDEWALLS.(FBC 1816.1.6) 11. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION. ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED.(FBC 1816.1.6) 12. ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT.(FBC 1816.1.7) 13. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES."(FBC 1816.1.7) 14. AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN 1'-0" OF THE BUILDING. THIS INCLUDES 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) ABBREVIATIONS A.B. Anchor Bolt F.B.C. Florida Bldg. Code Opn'g. Opening Abv. Above Fin. Flr. Finished Floor Opt. Optional A/C Air -Conditioner F.G. Fixed Glass Pc. Piece Adj. Adjustable Flr. Floor Ped. Pedestal A.F.F. Above Finished Floor Fdn. Foundation P.L. Parallam A.H.U. Air Handler Unit Flr. Sys. Floor System PLF Pounds per linear foot ALT. Alternate F.PI. Fireplace Plt. Ht. Plate Height B.C. Base Cabinet Ft. Foot / Feet Plt Sh. Plant Shelf B.F. Bifold Door Ftg. Footing PSF Pounds per square foot Bk Sh Book Shelf FX Fixed P.T. Pressure Treated Bm. Beam Galy. 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 Comp. 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 Lay. 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 D.W. 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 W/ With W/C Water Closet W.A. Wedge Anchor Wd Wood WP Water Proof MASTER REVISIONS DATE I DESCRIPTION STRUCTURAL NOTES: FOUNDATIONS SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR) FOUNDATION INSPECTIONS A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI, A SLUMP OF 6" PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 40. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6". 4. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 5. HORIZONTAL FOOTING BARS SHALL BE BENT 1'-0" AROUND CORNERS OR CORNER BARS WITH A 2'-0" LAP PROVIDED 6. MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE 40 BAR DIAMETERS TYP. 7. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM REINFORCING STEEL ALL REINFORCING STEEL SHALL BE NEW DEFORMED BARS FREE FROM RUST, SCALE & OIL & SHALL MEET ASTM A-615 REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE- CAST CONCRETE PADS, TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS- REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE THE FOLLOWING MINIMUM, UNLESS OTHERWISE INDICATED ON THE DRAWINGS: FIGS, WALLS, COLUMNS, BEAMS, SLABS: 36 DIA. OR 2'-0" MIN., WHICHEVER IS MORE. FILLED CELL REINFORCING: 40 DIA. OR 2'-0" MIN., WHICHEVER IS MORE. TEMPERATURE REINFORCING: 20 DIA. OR 1'-0" MIN., WHICHEVER IS MORE. WELDED WIRE MESH: 8" LAP MASONRY WALL CONST. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI (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. 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. ALL WORK SHALL COMPLY WITH ALL PREVAILING CODES, FLORIDA BUILDR,'' CODE, NATIONAL ELECTRIC CODE AND C;'1Y OF, ZEPHYRHILLS ORDINANCES (REVIEWED MAY 0 9 2005 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. WOOD FRAMING INSPECTION ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED AND APPROVED BEFORE REQUESTING FRAMING INSPECTION. PREFABRICATED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. 2. PREFABRICATE WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPOR- TIONED ( WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FOLLOWING DESIGN LOADS: 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES . SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS 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. 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. STRUCTURAL DESIGN CRITERIA 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 LIVE LOADS: ROOF 20 PSF (REDUCIBLE) RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICATED 40 PSF BALCONIES 40 PSF STAIRS 40 PSF LIGHT PARTITIONS (DEAD LOAD), U.N.O. 20 PSF 10 PSF ATTIC L.L. WIND LOADS: WIND LOADS BASED ON FBC, SECTION 1606.2. (F.B.C.) WIND VELOCITY: 123 M.P.H., USE FACTOR: 1.0 CONCRETE ALL CONCRETE UNLESS OTHERWISE INDICATED 3000 PSI STRENGTH PEA GRAVEL CONCRETE FOR MASONRY CELLS ONLY 3000 PSI 0 28 DAYS (DO NOT USE FOR CONCRETE COLUMNS OR TIE BEAMS) REINFORCING: WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 ALL REINFORCING BARS ASTM A615-40 40,000 PSI ALL STIRRUPS AND TIES ASTM A615-40 40,000 PSI CONCRETE ASTM C90-99b, STANDARD WEIGHT UNITS, fm=1500 PSI MASONRY MORTAR TYPE "S" 1800 PSI UNITS: CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED DURING CONSTRUCTION STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI, U.N.O STEEL: SHOP AND FIELD WELDS: E70XX ELECTRODES ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 WOOD FRAMING: BEAMS, RAFTERS, JOIST, PLATES, ETC. U.N.O. NO. 2 SOUTHERN YELLOW PINE (19% M.C.) ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR, or OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) WALL SHEATHING: PLYWOOD C-C/C-D, EXTERIOR OR OSB VERSA LAM BEAM Fb = 2900 PSI (2.OE) WOOD COLS. PARALLAM 2.0E U.N.O. WOOD ROOF DESIGN LOADS: TRUSSES: TOP CHORD LIVE LOAD: 20 PSF TOP CHORD DEAD LOAD: 10 PSF BOTTOM CHORD DEAD LOAD: 10 PSF 40 PSF BOTTOM CHORD ATTIC LIVE LOAD: 10 PSF 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. WOOD FLOOR DESIGN LOADS: TRUSSES: DEAD LOAD: 15 PSF LIVE LOAD: 50 PSF TOTAL: 65 PSF SOIL BEARING ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF VALUE: 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. BUILDING DATA CONSTRUCTION TYPE - TYPE VI UNPROTECTED WIND SPEED 123 MPH (3 SEC. GUST) (SECTION 608 - FBC 2001) WIND IMPORTANCE FACTOR - (Iw) = 1.0 MEAN ROOF 15 FT. HIGH WIND EXPOSURE - "B" (FBC 1606.1.8) TYPICAL FOR SINGLE HOMES INTERNAL PRESSURE COEFFICIENT = +/ 0.55 (PARTIALLY ENCLOSED BLDG) DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) WINDOWS AND DOORS 123 MPH + 38 PSF / - 40 PSF GARAGE DOORS (V = 123 MPH) SINGLE 9x7 +37.0 PSF / -40.0 PSF DOUBLE 16x7 +37.0 PSF / -41.0 PSF SEE FLOOR PLAN FOR ACTUAL PRESSURES ENGINEERED PLANS ON FILE COLONIAL ANDE 2003 GENERAL NOTES: Qo y ° �o oQ�� wa ma w0LL 0ZZ � m THE FOLLOWING TECHINCAL CODES wo U Xo Z) LL L) y o p SHALL APPLY: frp z U (- CL 2 UJ ¢ a c7 2001 FLORIDA BUILDING CODE, w C) d 0 4) o WITH 2003 REVISIONS PLUMBING , MECHANICAL, FUEL GAS, W " w w w¢ o (Aw -' m ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70-02 0 C� ow Y o 0 Q � Z 0 v Cr NATIONAL ELECTRICAL CODES II-- p 0 o Dw-w O a<Z2 + W w O wu,w¢z 0 w < 0 0 mo o 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS IX z o- - Q LL ��" m t <_J 2. WALL MOUNT WATER CLOSET VOLUME g w o a Er o � -' ¢ a ¢ Z m N m p 0 3.5 GALLONS 3. WATER FLOW RATE. (n a ¢ ui o ¢ W fr_ 06 uO p r-ti PUBLIC FACILITIES 0.5 G.P.M. ; > ¢ z + + rn PRIVATE FACILITIES 2.2 G.P.M. a 0 3 ¢ 0 SHOWER HEADS 2.5 G.P.M. 4. ALL WATER LINE PLUMBING r z ao CS Z TO BE PVPC ~ W 3 m rn VTR LOCATIONS ARE APPROXIMATE 0 Z ''' < N `4 y o Z 0 0 m AND MAY CHANGE DUE TO JOBSITE LU 0 ¢ L) -� O o Z CONDITIONS z Q 9 0 ��* . �c�Z ,yea OP Q N THE FOLLOWING SHALL COMPLY z w aw_ o 0 W Z O 0 E o WITH THE 2001FBC. LU WZoMZ00aC Z m N ❑ PORCHES AND BALCONIES ~ 0 Z i T J O 3 M M C SECTION1014 ❑ HANDRAILS - SECTION 1007.5 0LL <a WU)a-Wm W (n a ¢ ~ 0 ¢ m 0 0NNw co `m ❑ GUARDRAILS - SECTION 1015, 1019.9 M n 0 < ==) �p 0 U- ao � v (o N ❑ STAIRS SECTION 1007 � 3 � n = Z OJ 'CV:> W i a ❑ CHIMNEY & FIREPLACE SECTION 2804-2806 (MFGR) oz�o~axurt � � W 0 � Fn n❑❑ � :Xmci m < a- � 0 2 0 SECTION 2113-2114 (MAS) ❑ EGRESS WINDOWS E3 SECTION 1005.4 5. ALL OPENINGS SHALL COMPLY WITH to 2001; FBC WIND LOADS AS STATED W BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED It THE MANUFACTURER OF THESE ITEMS. THE N LIN MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR Z 0 r N SITE INSTALLATION. 0 J M N SEE ATTACHED SPECIFICATION SHEETS FOR . N In MANUFACTURERS DESIGN CRITERIA AND W M � INSTALLATION METHODS FOR WINDOWS, ; lz DOORS, SLIDING GLASS DOORS, OVERHEAD _ M O 0 GARAGE DOORS, AND ROOFING. .a aNL� IL 6. ALL DOORS INTERIOR & EXTERIOR ARE m 6'-8" UNLESS OTHERWISE NOTED Q in IL ALL SHOWER ENCLOSURES TO BE .w F W '- TEMPERED GLASS a 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN -.. Z 18" OF FLR TO BE TEMPERED GLASS. (SECTION 2405.2) INDEX OF DRAWINGS Zo z w z � UJ I— SHT NO TITLE ozN�¢ ° � - _' z�'=3(n ¢Nww z QoO Cr 1 COVER SHEET inw w LU Q 3 0 U 2 FLOOR PLAN �oz O�w 3 FOUNDATION PLAN �>wo� N a < 4 ELECTRICAL PLAN 5 ELEVATIONS Z 6 TRUSS LAYOUT Ln S-1 MASONRY DETAILS c-4 c) = Lo 0 LINTEL PLAN AND DETAILS o QMS-2 DETAILS LooS-3 S-4 DETAILS w � 0 S-5 DETAILS S-6 DETAILS N S-7 STRUC. NOTES & O Cn Lu HANGER INFORMATION J 0 S-8 DETAILS O _..I z w o S-9 DOOR DETAILS N '- Q U - Z E Z ao Z S-10 ROOFING DETAILS Z Z W > S-10A ROOFING DETAILS (� C O o 0 0Q S-11 GARAGE DETAILS J Q z o w 0 S-12 DETAILS PRODUCT APPROVAL W Q N a S-13 - _ cr - S-14 WINDOW DETAILS - Z 0 m= Z S-15 SGD DETAILS w 0 - Cr 0 S-16 D ETA I LS LO F- 2 --� a S-17 DETAILS Q p ��o Ld S-18 DETAILS z V O a Z o J U =¢ NOTICE TO BUILDER �_ 2 Cr IT IS THE INTENT OF THIS DESIGNER THAT THESE PLANS ARE ACCURATE AND ARE 0 O SHEET NO. a CLEAR ENOUGH FOR THE LICENSED PROFESS- ONAL TO CONSTRUCT THIS PROJECT. Ld IN THE EVENT THAT SOMETHING IS UNCLEAR OR NEEDS CLARIFICATION..STOP..AND CALL z N OF THE DESIGNER LISTED IN THIS TITLE PAGE. IT w 25 co 0 IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL THAT IS CONSTRUCTING THIS \ LAST PLOT DATE 0 March 11, 2005 0 O PROJECT TO FULLY REVIEW THESE DOCUMENTS �/� BEFORE CONSTRUCTION BEGINS AND ANY AND 0 ALL CORRECTIONS, IF NEEDED, TO BE MADE COVER SHEET BEFORE ANY WORK IS DONE. I ItTezelil 6'-4" I_ 6'-4" I- 16'-0" 11'-4 18B O 2 N J m 0 2'-0" O io - Q Q LO cm q 2x6 WALL 6) FOR PLUMBING - EXTEND SILL D YER VENT TH U ROOF 2 v7 1HANSON cNv _ I I BOX o @ 36" A.F.F I 8 •" VERIFY LOCATION .. EGRESS 25 SH ----------------------------------- 111��1�11111111111111��111� G Y, 8' CLG AFF 13'-0" X 5'-4" 6'-9" 6'-11" 3'-811 ' - - —SQS SGD— GIRDER TRUSS -- 60 MASTER SMITE E-1 00 13'8"X12'8" ' '. S_ VAULT CLG CARPET , '----------------- - - --------------- VAULT TO 10' FLAT 16 13'-4CN FAMILY ROOM f7 N 10 FLAT CLG N 3'-2" 4'- -1/2" 6']2 11' 2"X16' 4" I rn I VAULT CLG ' CARPET Q 8" ;,<<'', I ' 26 6 60 0 4" FRAME c7 , OUT ? VAULT TO 10' F T _ Z I ' �n T+ ao ; ; 8' CLG CIS! 0 M v ' t0 VII �l I G S 2 S 71 -�v 22 1/2" SG ACCE 112 4X 10 5 ? ATTIC ENTRY 'VAULT.0 �CARPET 00 FIELD LOCA r VINYL ALL RETURN - 4'-6" co 12'-2" THIS THI SIDE I 3068 6, 8" 41� ' - 30 DBL. TOP PLA E NTER OR ': ABV BAR TOP �N ANS1 2X4 K/WALL�0 CLG AFFOPENI N h G 9 N N -----t --- - --- S-6 I �� G 8'-0" IM 8' 0" ; 2'-4" It o S �0 Q r BRKFST fGIT HE e O I 8'X 8'9" A ;13'8"x 9 1" - VAULT.CLG ; VAULT.CLG VINYL 11'-8" VINYL 6,, 2' 10„ _ ; 00 REF. RCHNNTRY SH _ -----,°�°� J� . 8' CLG HGT. 00 I II L/T I�:. ' 00 D A®� LfiUIV-. =JJ 1,1 � N 8' CEILIN I I VINYL N W 8'_6„ I - J L668 266 3 & SH ;�T LIN S 6 ----- N ---- 5 H SIM 5'-10" L 2'-8" 3'-2" ALL RETURN TO THIS SIDE, 00 18B HOLD TIGHT TO OTHER SIDE S-5 GIRDER TRUSS Nt o � CN BEDROOM 03 11'8X12'0 0 HOSE 8' CEILING � BIBB CARPET 6'-4" 35 SH EGRESS 6'-4" 11' 8" VTR BEDROOM 02 12' 0"X 11'2" 8' CEILING CARPET 14'-0" 0 W/ 1/2" A. @kZ4" O.C. VIDE PLATFORM SHEARWALL HVAC UNIT 18 W H " HIGH A.F.F. S6 r--------------- SIM. i ATTIC ACCESS LOCATE IN FIELD 22"X36" MIN j --------------- 2 CAR GARAGE 8' CEILING AFF 1/2" DRYWALL ON FRAME WALLS R-11 INSULATION IN FRAME WALLS 1/2" CEILING BOARD ON CEILING PAINT ALL SEE SPECIFICATION SHEET FOR CEILING TEXTURE TYPE 18B -----------------------------------------------, I I 1 1 2 I I s-2 s-2 I � I � I 5 5 I I 18'-4" S 8 I i I � 167 OVERHEAD DOOR 16'-0" No FLOOR PLAN SCALE: 1/4" = 1'-0" Q in _to to w L� N U' W (0 ti ii 0 m 8 SS-6 I 18B a- w N w c5 Q Q c5 O OP b) cm AREA TABULATION BASE PLAN ATC FLOOR PLAN 1343 2 CAR GARAGE 374 ENTRY 19 COVERED LANAI 64 TOTAL 1800 ATC NOTES I WALL LEGEND FRAMED WALL 2 x 4 U.N.O. Note: SEE SHEET S-9 FOR DOOR OPENING SCHEUDLE SEE SHEET S-14 FOR WINDOW OPENING SCHEDULE SEE SHEET S-2 FOR LINTEL SCHEDULE CONNECTOR TAKEOFF COLONIAL GRANDE 2003 QUANTITY USP ID SIMPSON ID 6 SPT4 SP4 10 RT3 H3 6 Rt7 H 2.5A 4 SUH24 U24 4 LSTA12 LSTA12 1 LTS20B LTT20B 10 LSTA30 LSTA30 35 SPT22 SP1 35 SPT24 SP2 6 RT16 H8 10 M P34 A34 3 HTT16 HTT16 100 HTA16 HETA16 6 RT16 H10 1. SEE UPLIFT CONNECTOR SCHEDULE FOR EQUIVALENT USP CONNECTORS AND STRAPS. 2. SEE FLOOR FRAMING PLAN FOR FLOOR HANGERS. 3. SEE TRUSS MANUFACTURER FOR ALL TRUSS TO TRUSS CONNECTIONS. *DISCLAIMER THE QUANTITY OF CONNECTORS IS SHOWN FOR CONTRACTORS CONVENIENCE. IT IS STILL THE CONTRACTORS RESPONSIBILITY TO VERIFY THE CORRECT SIZES AND QUANTITIES. w H 4 Q® wa0 ''' O ILL y Z O Cn o w ¢o2z C� v� Cn Z Q MM W Ux�0 :D�oo N U) o W 0 Ir wOwd y :Q a cD Z Q0OQ~O Er u- - O Z LJJ Q Z cr m •y E: � m Q O Q ~-<z¢ ~ �W-w �Qw¢ + O G O ,z CL,,�Z 2-E0 �M U ¢ ~�� m r-LU W X 0Ii Q O�pwOY W + MZM O � Q w 0¢ = w O N N do a Q�zco aQ�0< to tr LLI--i \ �o00 Lt 0 O O J> Q Z O Q � C> Qo3Q0 w c7 = Z cc cj z ~to 3 o c�zw Qco to cn o 2 0 0 * z CY) cN w Z V U W Ln ts L dui 2 Z O 00 Z¢wz ►=- M U— u-11 d = - ►Q_Q rop N zwm� o0WZ J O 0 cn E �cr 0N o wi-- Z M=E-Z`O C H wW Z z°zm:)0wPm o`n °cvzu-0gm�00m r 0 JQ U) Lc� Lu -0Z�a00 o OoQ Q J M Z :W 0<D Q p bmN N cM � WQmr+ o W=) 0 oo HV�O N 0CrZof02 0Yv~ico.)3 O LL a,+Z)�� `n W0Z �Q�cnUZ � Q 0 nnncU) �D En Z 0 i (P N Ln N m ❑ `_ / W M W M Q N L IL Q En w � W CL Q G Z u, W 0 z W 2Nz C7 0 WI-EnwJ J OON2> z~3u) Q N W ¢00 000� LL J 0 `� z O :3 LLJ 2 ,tW LZ� F-�QQU z O D >Lr) CV (n m oC Lri Z � N OQ _ c-) r- I o 0 LLJ Y �o� N Q w O � 0 W o 1 J z mer}L) azoQ N Zm> LO C'! o z o QL)o z 5Ldo c-I W CV LL = m�¢ — % W W L m = z LLJ O — O I- U LO F.Q } z O= O OL)Z z3 w z O U :5wL a-z0 ¢ _ CL O L) SHEET NO. 2 U 0 o ZOF = N 25 W M 0 o LAST PLOT DATE �N o March 11, 2005 z J FLOOR PLAN TO SANITARY SEWER 1.5" VTR,,, HANSON I BOX I DBL SINK W/ DISP & D/W 3„ — 1.5" 1.5" 3" LAV. OPT LAV. 4 3" VTR i L.T I I 1.5" WC I I 4" 3"1 TUB PLUMBING RISER N.T.S. NOTE: REFER TO DETAIL 34/S-1 FOR TYP. STEP FTG. 3" 3" VT I I I N.C. TUB I LAV. C.O. * NOTE: FILLED CELL SPACING AND FOUNDATION SIZES WILL VARY BASED UPON THE HEIGHT OF THE STEM WALL. SEE SCHEDULE ON THIS SHEET FOR REINFORCING AND FOUNDATION SIZES REQUIRED. NOTE: CONTRACTOR IS RESPONSIBLE FOR BRACING OF NOTE: MAXIMUM HT OF STEM WALL STEMWALL DURING UNEVEN BACKFILL CONDITION @ B'-0" 1-STORY STEMWALL SCHEDULE STEMWALL HEIGHT (h) FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (O.C.) IN STEM WALL d b 0'-0"-4'-0" 10" 16" W/ (3) #5 BARS 127.2# 6'-8" 4'-8" - 69-0" 10" 20" W/ (3) #5 BARS 210# 4�-0ll 6'-8" . 8'-0" 12" 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. BLOCK WALL REBAR NUMBER/SIZE (1) #5 CONT. TIED TO EACH VERT. F.F. REINF. BAR h" W.M. TO BE FINISH GRADE `" TIED TO #5 CONT. REBAR COMPACTED CLEAN ' d" FILL 3" COVER TYP. b" SEE SCHEDULE FOR REINF. STEM WALL HG. 1-STORY SCALE: N.T.S. n Z Cr � W Li '� O w V<o2' NZ M 30'-0" LU X o A ULLJ U) 00o 0 Z13' 0" 17'-0" A/C COMP PAD ~O Qo ¢ ¢ C o Z -0" 12'-0" 2'-4" 9'-4" -- -- 5'-4" 4" CONC. SLAB Z it Er w z Iww 2'-0" 3' 10" it _g 3'-10" 1011 w w a 0 av m 3'0 X3'0 X1'0 W/8"X8"THK'N ozlxo A W/ (4) #5 E.W. BOT. 3 �, 01 EDGE O ¢ z Z v �I� VERIFY LOCATION Q 0 S-1 mm OPT �I�____ _;,' OF A/C COMP. O 0 N w + O ----- --------------------------- cl--- ¢ z (n w LL C7 Z — Lu � � -gym u- ----- -------li --------------� ---- - ----- -----------------------------, I i I i LV H��Q C70 0t 3 4" CONC. SLAB in w - 1 _ o z o Y m wEE0 ` t tY NN 1 S-1 , , W/8" THCKN ED E p ; ; S_1 i Q w w o a Ci 10 �2'-8" 36 8' 0" 2'-4" 17'-0" ¢ Ei Z ° ¢ 0 6 6 I 1 I I I I S-1 , I I VJ 00 a¢(noa l� 0 r- -------31 2"STEP�10w --- w n 0� + a' a. 00 ' ---- - ¢03¢0 + rn¢ �v I 1 �?41111 ------------------------------------- 2'-6" 2'-6" X 1'-0" (O w c� Cj 1 1/2" X 5 1/2" RECESS W/ (3) #5 E.W. BOT. ' = z °D _ - @ SGD I I 0 C7 Z ,�, ¢ co o 16" X 20" CO C. MONO. ; co (D (n z o 0 0 Z co ca N 15 S_7 ti FTG. W/ (2) # RODS ' ; w z ¢ Ov w ii ip o S 1 N (CONY) Z z ~� a r N zwa-1 00 C E tx o 30'-0" ' wz`)mzooM-0 Ih N 'kC04 (n In Z N 1 moz=UJEr3� mm4" 3000 PSI CONC. SLAB _ - 0 < CL �° °° � �"S1 I 2w(n oD(VNp-IIQ ~ w J F- - j ID C (ri ii `ILn (n0 OQ�a W Q O�a--IFOR HERNANDO COUNTY 0 LY mLLI D� D a 00 I I Z60) CL o L)L 4I2500 PJI CONC, SLAB W/ � g6 .1=� d Alf �Yo ¢a� u z'oXo 10/10 W W M CHAIR SUPPORTED ' '❑❑ d ° QPER FBC, OVER 6 MIL VISQUEE m Wa- O VAPOR 5ARRIER 4 TREATED FOR TERMITES � " a ❑^3 I I 6 L9 i I z,7(� Z W 3.1 S-1 , % , I I _ o W o 1 1/2" x 5 1/2 �,� _ ''� I o F❑ 42 x 60',,, a RECESS @ENTRY N �. ' r4 ' N 4 i Lo Lu 4 6 1" PAST P.T.GREEN `� _ _ _ ' ' (n VERIFY W/G.0------------- 0 (L� CENTER OF WALL I TUB Z it I I 0 - 4STEF sJ ; 17'-4" 3'-3" 3'-�'1 1-101 - _ J lil ' I I I w : - SLOPE � � � LAV W/C ' `in m 13 N C7 ":CONC. SLAB ; i `I I I .I M - 3 YA CENTER WALL ," ``, `,_ I I it i °Q -------------------- Ln (+�] S1 Y----------__00 it n la CENTER OF 2X6 WALL o allo LL '� ��—J J 2x4 WALL -b�L❑ co SINK 1 o N Q w a 4'-6"09 ' ' Q I I 1 I • LLO I Z cV I 14'-6 " 15'-6" - ❑ � 1 I Ln 6'-7-1 PROVIDE PVC DRAIN - FOR HVAC UNIT i i CMV HVAC ; ; co REF. rr =__ � I I � rn ' � II ' o z � — co III I II i i UJ Cnw� 0 ZU) Q o—x> °Qz2=3cn I:ENTER E THE-WALL.--4 _,------------------------ I -------------------,--�.� -1 Q o 0 _-- _------------- z�000 3 1/2" STEP DOWN 11 'WH i i 3 0 „w c) , , ,�, I I �o�,gz .� II V II® S1 �w Z I I - ¢ 3 I I o x'n<z0 I--, 7'-1" 4'-11" i 0 I I a< c� I r — 1 0 I I I I I I I a I I I I I w I f I I H I I p - L J I I (n , 0 O Li — - -i I - I I I I N I I f7 U) I I I I N I OP I I I W D N (n m 00 i i (0 i i M ' Z Urn CV)i i � i i 12 I i i t—� S 1 N - r� a ' 12'-0" 18'-0" °Q L1J 36 L Y w I I 00 0i I I I I S1 ' OJ S1 ' (n I'' I I I I O W I I I I I I INDICATES FILLED CELL J Q W/3000 PSI CONC. GROUT FROM FTR. TO BEAM i U i i C) V" I 0 W/ 1#5 REBAR VERT. u- Z p 05 i ABOVE SLAB. TYPICAL i i i N _¢ Z 0 IBB i @ALL PLACES SHOWN _ z U) > HOOKED FTG. DOWELS 17" I I , I I O ❑ Z EMBEDMENT W/ 25" i 9 i i ti O 0 0 Q EXT. ABOVE SLAB I ' ' O 7 Z U O I 1 I I I L 0 Z Fr S-1 J p 0 L,.I 0 I' --------------------------- ----- w 41 i ui _t3aJ Z w w It --------------------------------- ------------- ---------------------------------- - z 35 > W 0 z C U 3'-8" 5,_4" 2'-8' " 8' 16'-0" S1 .J row TYP. AT 6'-4„ 5'-8" 18'-0" 1'-4" z 0 a z � 0 ALL CORNERS 30'-0" Q 01 O ng Z o UJ DC FOUNDATION FLAN DO - SCALE: 1/4" = 1'-O" O SHEET NO. 3 U 0 OF z N 2 w 5 0 0 LAST PLOT DATE N > F- O March 11, 2005 .__I FO U N DATI O N REF. eKITCHEN 4 W..I.................. ............. .............. M.C. 0..... ... 1.«. d.... MIRROR TILE \ -- 7� 0o r I ' _ I i00 ..... ..... .- 0 _ I 1 � TUB F ® MASTER BATH ARCH DETAIL Kp INTERIOR ELEVATIONS SCALE: 3/8" = 1'-O" RANGE KITCHEN TILE @ 7'-0' � F 1 TUB f l` J M.C. MIRROR e BATH 2 eRAISE BAR TOP TO KITCHEN FROM DINING D/W e KITCHEN �N ARCH DETAIL kRCH FRAMING DETAIL BOX FRAMED WITH 2X4'S. ELECTRICAL LEGEND SINGLE POLE SWITCH $2 DOUBLE POLE SWITCH $3 THREE-WAY SWITCH $4 FOUR-WAY SWITCH $DM DIMMER SWITCH {� CEILING FIXTURE SCOUNCE ( WALL MOUNTED) FIXTURE 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT WP WATER PROOF W/ GROUND FAULT 220 VOLT OUTLET ® SPECIAL SERVICES OUTLET N� T.V. CABLE OUTLET -44 TELEPHONE CABLE OUTLET ® RECESSED LIGHTING WATER PROOF RECESSED LIGHTING ® BATH FAN BATH FAN W/ LIGHT mr)-rPS- UNLESS OTHERWISE NOTED ® SMOKE DETECTOR FLOOD LIGHT VVV FLUORESCENT LIGHTING TRACK LIGHTING o CEILING FAN N w DOOR BELL CHIMES U DOOR BELL DISP 0DISPOSAL DISCONNECT SWITCH SP PREWIRE SPEAKER i l JUNCTION BOX 0 THERMOSTAT O LOW VOLTAGE LIGHTING I C INTERCOM SYSTEM ® GARAGE DOOR PUSH BUTTON 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42"AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE, SECTION 905.2 6. PROVIDE AFCIs (ARC FAULT INTERRUPTERS) IN ALL DWELLING UNIT BEDROOMS PER NEC, SECTION 210-12 ----------------------------------------- SINGLE PHASE BREAKER PANEL NEMA 1 30 CIRCUIT METER SOCKET 1 I I I I I o o I I I I I I I I I I I 1 I I I I I I I I I I I I I 1 1/2" RIGID NIPPLE WITH 2 #1 AND 1 #3 CU THW #4 CU GROUNDING CONDUCTOR PER NEC 1999 EDITION I I BY POWER COMPANY I I ELECTRICAL R15ER DIAGRAM NT5 SERVICE SIZE =150 AMPS VERIFY LOCATION OF A/C COMP. I C I I I I I I I I 1 I I 1 HOSE BIBB U ui J W T NOTE: lqtl MAINTAIN A 36" DISTANCE COACH LIGHT COACH LIGHT FROM BATHROOMS TO SMOKE DETECTORS. ELECTRICAL PLAN SCALE: 1/4" = 1'-O" Lu n o 0 u- U) :a z m HUJWW Qp2z v o w Q cn m z W V x�=o OOwU U) to O w p 0 Z ~z wLL LU Li <ZMO 0Lu< PU: m� <QM H<Zz Qw � 5-~w OZw + Cl) v1 w M wg F--o ¢ p-W LL LL w 01Qi OmJcr +OfW MmwWa- Z 0 Z) 2 O W N N ¢pzmJ "� �� W a¢( o¢ 00 cn m -,w + rnQ �q a'o3pao w 0 ao Cj = z m Z Zw Et P 0 p � Z W Z V U w N LL c�(n0o mWLLa Zwa.� OOwz wpcn5U) W Za W Ni =F-zZ°0WF�Z;Wam Z wwp=T aa=�aocs W F- W J F- W r -j wOw� MZ JW M OQF-= C N a. F-OW2=Z�C�=' O o�Y n�3cnn❑❑ LL 8 z 0 rn 0 m CV Z O O Q E � cr u� o Z O O CN MONO`L a�-I I��ZW , JO toNN co I -J tr <OtL°QOOCD nCiYOU � Q't Z) � w �wQLo 2=o a)Qa-tn0z O 13 7 ❑ NLIN Z 0 � 0 > � N (J] m W > wMto = J M a N L F W CL 3Q Z � O 0 z W Z (n = --' O W, in W J J_ O F S > zg-3uI QCV WCW 3 0 0 0 0 J a H W Z fn= =(ntEzzm) F — Q Q U >m Ld CV U) Lfi Z L)cr) NOQM rl 00 0 0 W `-i 0 Er N O W C) 0 W p CU >-E Z N - _ QF-0 Ld Z > �Z cn > �Yj Lu pzuo �p Z0 p ZFr _I Q om�0 Lij Q N = Lu3� Z 0 m=z L I > LLJ O � Z= U J r o a Q O 2F-o Z 0-z 3 w Q Lu V 0 ILwo Z J U cn z = IL cn O SHEET NO. 4 U W F- 00 Z°F N 25 W M 0 0 LAST PLOT DATE `y March 11, 2005 Q Z ELECTRICAL — J 1' -0" E ARCH COVERS LINTEL IN ALL ELEVATIONS 10'-10" 8" BAND +2'-0" 6'-4" R '-Ot 6'-10" 8'-10" ENTiR'4' DETAIL SCALE: 3/8" =1'-O" OPENING PRESSURES INT. END 0 +35.8 / -38.1 +35.8 / -45.0 0 +34.2 / -36.5 +34.2 / -41.7 +32.9 / -35.2 +32.9 / -39.2 SEE COVER SEE COVER 25 SH 25 SH * 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. . ............. 12 4' OFF RIDGE VENT.. 4' OFF RIDGE VENT 5.9 / +2'-0" SCORED BANDS RETURN 2'-0" SEE FRONT ELEV. FOR SIZE & STYLE 2-24 SH O FIN. FLF a o = m U- 0 0 0 8068 00 REAR ELEVATION III NOTE: 1'-O" OVERHANG SCALE: 1/4" =1'-O" O lc�lo ti zo F. FLOOR I I I A) 25 SH U 3068 DOOR 35 SH 22 SH 1A3 SH O 25 SH O 12" " 8" 2" I I CD 00 2 ' 4" [21, 8" KF'rSTONE DETAIL H z w CD z o: w 00 0 NOTE: ALL TRIM, BANDING TO BE CUT / SCORED GENERAL NOTES: VENTILATION CALCULATION ROOF CRITERIA FORMULA = S.F / 300 (1/300) / 2 (INTAKE vs EXHAUST) -12" OVERHANG U.N.O. * 144 (TO CONVERT TO SQ. INCHES) = NET SQ. INCH -PLUMB CUT FASCIA REQUIREMENT -ROOF PITCH PER ELEVATION CALL. PER ASCE 7 98 -WINDLO1800 TOTAL 432 SQ. INCHES OF 5 TOTAL VENTS VARIES B (VARIES BY LOCATION) S.F. VENTILATION REQUIRED REQUIRED -SHINGLE LOADING 0 22 SH O SCORED BANDS RETURN 2'-0" SEE FRONT ELEV. FOR SIZE & STYLE F. FLOOR = Y � U w = O m 0 LL z 0 3 0 °Q 4 c0 00 — - LEFT ELEVATION III NOTE: 1'-O" OVERHANG SCALE: 1/4" =1'-0" RIDGE VENT &PR LOCATIONOTTYP SIZE LITE TEXTURED FINISH 0 Y = o p � J m = w 0 3 a 0 0 � 00 FIN. FLR. _ oo 0 RIGHT ELEVATION III NOTE: 1'-O" OVERHANG SCALE: 1/4" =1'-0" RIDGE VENT APPROXIMATE SIZE & LOCATION TYP. 12 16' X 7' 32 PANEL OVERHEAD DOOR FRONT ELEVATION I j I Ij NOTE: 1'-O" OVERHANG SCALE: 1/4" =1'-O" w H Q® U-ao �++ o - Lu a oZ W z a% p vi 0 Q m Cw.i >e q � y � w 1 to p _ 0 ~ dOf 1Y¢ H Cc a z O ¢0Qp 4) C o 0 wL►-z W az�o y Ix mL.Lia pw¢ L Q <Nz O � z OZ) LLJ L) w 0 a¢z2 + cn ww w ¢ Z + m w OL oz0 mM E LLJ ��0�¢ wr` 0 Ix 0p w 0 Y V z M CN M 0 Q U- Q 00 a W� O H O¢ + O w N N �' Z) 00 00 �fr_j� �0 - �wJp 0)¢ J>¢z ¢0�¢p w C7 = z v m Z rn 0zLLJ fn?Op pC1ii! Z CV wz¢� LULn a! O 00 z<- ==- H ao zwLL :)0 2 O E �M m0 wzM=zoo .10 H cn w N m �pz=NJ�3w c9 mMm ¢ ¢ o N z 0Qa=wcwnawm W UONivwp ►- wJ� mp- wj O cm -1 ui mLu oZ30aZa4 Q 0�o�3(0 wJ�aNuj��= C/jYouLL 0oF-0=z=)v� O � a�==m � F-Yv~ic0i3znCnn❑❑ Ci rn a-U)i0z o ■ ■ •� " : �. �Z 1l En ■ 1 mKi 11 ■ ■ 1 IL CoU. in 1 ■ ■ 0 Z W z W F- f!7 W J J 0 0 - I zm-3cn Q N W W C7 Q0p 0 300� lL J OQCCHnz 0 Q N LLJ W =NEz� F-¢¢U r >Lo CV Cn 1= 00 L6 Z L) a .CN '4D)00 LLJ Y 0 CN C:) w O J 0 2 LLJ 0 Er () z z CV _ ¢z0 F- Z cn > C'M / o z 0 I O 0=00 Z pz0 � O ��o w QN F-a—_j _ ��Q z �-- Dww m z OLu U z0-CC ,0 §ozO w = LO (1) W Z O aw0 Z U `n z = O 0 SHEET N0. � 5 U OF z Cv 25Cn W M 0 0 LAST PLOT DATE N o March 11, 2005 z J ELEVATION �oQH LL z ( w�Cr�O 1 as U Z57<wW H w o Q �0 ❑ (- DOWELS - BLOCK 0 a o a o C o 0 w Z — a - SEE FOUND. ALL W <Zmo ��H m ¢ BLOCK PL. FOR #5 REBAR CONY. DOWELS WALL LOCATION #5 REBAR CONY. #5 REBAR CONY. uj Q o < Z Z 0 '0 v @ F.F. SLAB LEVEL C3 w R cn ❑ SEE FOUND. #5 REBAR CONY. LINTEL _ _ F.F. �- 5 w - ¢ E 0 PL. FOR @SLAB LEVEL COURSE SEE PLAN @SLAB LEVEL EXTEND SLAB @SLAB LEVEL LOCK FACE 0 o,Q z + F.F. 1 1/2" BEYOND EXTEND SLAB m w m w rr =�-� BLOCK FACE --------- 1 1/2" BEYOND z g Zo m m LL LOCATION tl m O v W �O❑O¢ wow Ou- W.W.M. FINISH GRADE ji, _ '' - - t f ' ». GRADE ow0 5 zm mo FINISH GRADE ' `' I ' - oc 1 11 7 is '. +;: �: is ::: ..:.u: �' G o Of LL V C> Q 00 W.W.M. J o0 ' • d d a a¢vio¢ sea- op09 s` l; :I a:;Y:. . d ;". ', W.M. d w -' ❑ + a v00 ` Q03Qo SEE SCHEDULE b SEE SCHEDULE FOR REINF. b SEE SCHEDULE b SEE SCHEDULE FOR REINF. FOR REINF. FOR REINF. = Z ao C� 1pe 1 EXTERIOR BEARING 3 PORCH SILL �6EXTERIOR DOOR SILL " Z STEM WALL FTG. SCALE: N.T.S. 2A 2 EXTERIOR BEARING @ GAR. STEM WALL FTG. SCALE: N.T.S. �+_^ STEM WALL FTG. cn Z w0 0 Z N S-1 1-STORY �+ STEM WALL FTG. SCALE: N.T.S. 1 1 1-STORY w Z¢ w W-1 _O 00 S-1 S-1 1-STORY w < --� O = = * W ~ ¢ C7�CdLd p � W�a J ~ AIC-N-4 W0in3mozaw tW c Z Z❑O p N 1=-OZm�J�Z� _a 2mCn WZ��>�Opm fN Woo¢a=wcna-w W U004LLJ J J MO¢~MZ¢m W �-i I Ewe- m-,�300�- = O -�?LLJ �(D w U n N w U V m Y O V- L 0z--o FRONT WAL3cn❑❑ Lo 2=F-L� ~ � ¢ a- m U z ❑ OF GARAGE PROVIDE 1 1/2" X 16" TILE ON P.T. FURRING ccn 1/2" EXP. JT. SLOPED RECESS AT BACKER BOARD ❑ ALIGN DRIVE W/ GARAGE DOOR 4" X 8" X 16" 4" x 4" x 16" ❑ BOTTOM OF GARAGE DOWELS - FRAME CMU PAVER CURB W RECESS &PITCH i i FIN. FL. #5REBAR CONY. LW F.F. � DRIVE ; SEE FOUND. HOLD 1" {•• L'+--L�--=-►-- PL. FOR = --- _ •.• • •�'.•• W W M LOCATION 7. @SLAB LEVEL REINF. SEE __ _ ,__� ❑ SEE PLAN PLAN .', ❑ #5 REBAR GAR. SLAB --- - <• .�' 3.5" __ — — -3 j•, r N . DRIV E CO • MUDDED FLR. Z O 1 N w/CONY. JOINTS •,, s SLOPE TO DRAIN ..s;..f ❑ Y• 10, O.C. TYP. W W M J In 1 ` d d 411 v W.W.M. ❑ m � Q1 W b EE SCHEDULE (2) #5 CONY. i a, N ol FOR REINF. K'12 STEP DOWN NON BRG. K�9 FOOTING @ GAR. DOOR('11'%�INTERIOR SCALE: N.T.S. STEM WALL FTG. SCALE: N.T.S. BRG. @STEP-DOWN S-1(13N�SECTION @SHOWER Q N � STEM WALL FTG. SCALE: N.T.S. d S-1 1- STORY S_1 1-S ORYTEM ALL FTG. SCALE: N.T.S. S_1 1-STORY � N Q ❑, 3Q z O Z 13 #5 DOWEL(S) FOR Z _ v�i Cn o PROVIDE 1 1/2" X 8" RECESS MAS. COLUMN #5 REBAR AT S.G.D. LOCATION (PER PLAN) 2 #5 BENT BARS W/ ��#5 CONY REINF. w ~ W J J SEE FND. FOR z o N =cn 0' 0" FIN. FL. REINF. MIN. 25" LAP SPLICE QUANTITY z 3 0 W M P IN 1 8" SAWCUT x 1 Z�o00 ----=�-- SEE PLAN • ., • SEE PLAN W LACED /4 w MIN. 8 OR • •r.�'i-�r`• �• UPPER 1/3 OF SLAB SLAB THICKNESS a _ ¢ • / • . , . ., .. .. TYP. SEC. #5 X 25 X 25" w w 16" MAX STEP OR FIBERMESH WHERE SHOWN ON Ln ��• .,x;:'.: : :::.:::::::.::::.: :: •. .. CORNER BAR ONE cn w o ;;;;;:,;;<;;;;:, .�, • •�,•..f,• REINF. SEE PLAN. FOUNDATION PLAN = z GRADE _ _ — FOR EA. H ¢ a k' --- 1 2 EXP. JOINT;;;` .-- TYP. U.N.O. ::,, REBAR . sty: •' . , ::;:=�:;t' ':' .':' ' .'. L— r •' • ,' . ,' ...::::::::::: ,;.::.... ::::::::::::..,..::•::.. 2 #5 CONY SE E TYP. fSEC. •'. • .'. , .-., -. , .., ... , . - . - WWM LLJ m #5 REBAR MAT 15" MIN. " �•�•;%.r�••ij ��.;f '••.�;s,4. s�•*:.i1 cn g w Ln SEE SCHEDU I VARIES 16 N tr o FOR REINF. ,� b SEE FND. PLAN ( EE ) HOOK MIN. N O Q M FOR SPECS 2 #5 CONT. TYP. CORNER BAR v—, M ('15 S.G.D. SILL DETAIL�' > ❑ STEM WALL FTG. SCALE: N.T.S. - 34('3'5 PLAN DETAIL 36 CONTROL JOINT DETAIL > o 32B COLUMN PAD FTG. MONO„ o S-1 1-STORY S_1 SCALE:3/4 -1'-0 S-1 SCALE: N.T.S. S_1 SCALE:3/4"=1'-O" S_1 SCALE:3/4"=1'-O" p U) w J 0 W p z () }Bz N — _ Q�o 'n = oc Z z�� ❑ Z p V O o OU ¢ ' Z 0 Z ❑ J 0 oW0 W < CN ~ w _j 7 _ t3< — Z 0 m=z ' n C w I G > LLJ O � z= U O O z~O z t' a-w z V 0 W0 w � z c� �QCL O 0 SHEET NO. S-1 0 w 0 OF Cn N 25 Li M 0 0 LAST PLOT DATE N March 11, 2005 O DETAILS LU V (A O TYP. TIE BEAM W/3000 P.S.I. LLi o o H+0 z o o ILL. is O w CONC. W/1 #5 REBAR CONT. !O N O ; d: P00 USP SPT4 W/(6) 10d X 1 1/2---------------- � 0 D O mSAFE LOAD TABLES I 0 wO O O O= = = _ - '• •'° •'• _ '° LINTEL PLAN NOTES: OE 0 FO O a Y ¢ C aFOR GRAVITY, UPLIFT & LATERAL LOADS �� • I p aO¢I- 8F8-1B/1T 8F8-OB/1T ;•' •' " 1- THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. I L110©,'•STANDARD HOOKS W/25" 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE Za z = � � ":O' , , MIN. SPLICE LLI w ¢ ❑ L H sY m ¢ ASSUMED TO BE 16" MINIMUM DEPTH. 0 w8" PRECAST &PRESTRESSED U-LINTELS w Y N 0 O O O � O O O 3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE � ¢ z z � 8RF14-1B/1T 8RF14-OB/1T 8F16-1B/1T 8F16-OB/1T TYP. FILLED CELL W/3000 LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH Q o ~ o ¢ P.S.I. CONC. F' � Ld - w o .'.,• •; ,'.;• © O O O GRAVITY W/1 #5 REBAR VERT. THE ELEVATION DRAWINGS p ¢ w ¢ + U) w TYPE gUg SFaoB 8F12-OB 8F16OB F20oB SF24o8 SF2&OB 8F32-0B 4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER 0 w u� z o V LENGTH SFa16 8F1216 F _ SF2418 8F2818 8F3218 LINTEL HEIGHT. I'L Q 0 L' m mo U �,• :.' ":,� :;'• - •.d�- •'p�. .Q.`� d 2' 10"(34") PRECAST 2231 7547 5 LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED LLI - ¢ w o w ' :.':' ; : 7547 4 go INTERIOR BEARING WALL FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED O o z o Y Z m m 0 U'A' 3'-6" (42") PRECAST 2231 6607 INTERIOR SHEARWALL FOR PROPER LINTEL HEIGHT G.C. COORDINATE. ¢gsro +¢ m O 0 so EXTERIOR FRAME WALL a a o z J J O d d 4'-0" (48") PRECAST 1966 4890 7034 7 -, - m 00 00 • • 8RF6 OB/1 O Cn CY ¢ vi o ¢ m o_ aQ 09 to O r- 74 10394 11809 � 0_ J + TCT; Q O O O O O O ��; :.':� •�; , ;� - ,_ _ © 4'-6" (54") PRECAST 1599 3753 p 8F201B/1T 8F20-OB/1T •'' ' 7547 7 io s4 s w w J o + ' • ' • " • ' • 5'-4" (64") PRECAST 1217 49 8 9 2560 3686 49 8" C.M.U. Q p 3 Q p 0 ' 7547 36 7342 (19) 8733 19 10127 19 ,•'' �'• 5'40"(70") PRECAST 1062 2090 2549 009 347 ,� ; b' ; •'� O O 60 7168 (45) 6036 (19) 7181 (19) 8328 20 % 2" X 4" P.T. W/ = Z N Z :.:•, •; �' 8F20-1B-2T 6'-6" (78") PRECAST 908 0 3031 3707 4383 0 (3) 1/2" X 8" "J" BOLTS OR ~ U) : • O O O O i 5381 8360 0394 37 88 14 (3) 1/2" X 6" EXPANSION ANCHORS OR o z w ¢ W `i o ' ;• ' •' 7' 6" (90") PRECAST 743 1011 1729 2632 2698 3191 3685 �. I Z O 0 N H m 8F24-1B/1T 8F24-OB/1T © (6) 3 X 1/4 TAPCONS , Er 0 1- O o `� Z d Z 1011 1729 5681 8467(44) 6472(15) -.,• ,,• ,, O O 9'A" (112")PRECAST 554 699 1160 3486 2818 3302 (8) 2 7/8" HILTI TIX-DNI NAILS iO w Z¢ v 0 = _ - 0 00 o 752 1245 3486 4705(37) 6390 (47) I ? 0 U LL Z ~ CL O N • '• 10'-6" (126") PRECAST 475 535 890 2777 2163 2536ILI-9D I C7 IY 0 of J O (q - LO • A' , , • ' ;0-.:" 0 ;; ,•(),,; 643 1052 2781 3643 (38) 4754 (45) S 2 I w p ui Z d W N o >� Li1 O•' • •, • •- • 11' 4" (136") PRECAST 362 a _2423 3127 4006 , '. . •, , '. u.l Z cn m Z 0 O C co L13 N �': ',':' 45 2423 3127 4006 �. , • •, •. �, _ = Z w m �o�=U¢o3m ino n :.':' • �. • . 12'-0' (144") PRECAST 337 540 873 2193 2805 3552 w Z > N 0 CV n~ W (n .; W to N (N w rcj • • '., :'. '.,'• : , ' ' '. ; ; ' '' 540 873 2193 2805 3552 O ¢ o `� 13'A" (160") PRECAST 296 rn ¢ 0 Q J G ¢ • �, ' ` �• '; , , : ': , -. 471 755 1838 2316 2883 O F- W J H cr J m r m � w �.`� ,',• '•,,• 14'0"(168")PRECAST 279 471 755 1838 2316 2883 w 0 :3 O Q J 2 C 0 -� 00 H of U 424 706 1697 2127 2630 O w wCID :'.: :.: ":- �;• -; -;: ;;: - 442 706 1697 2127 2630 FRAME (EXT./BRG./SHEAR) WALL = a N �_ � Y 0 0 LL .� O r3 -N TO MASONRY CONNECTION DETAIL - Ln Q= � W o 458 783 245 2517 271 2 O Z F O � J • •O- ; • • 14'-8" 176" PRESTRESSED N.R. y V 0, O 0, O NR R N NR H toL)3cn rn • • .' 15'-4" (184") PRESTRESSED N.R. NR N R O � F=-- � O � O � � � 8F32 0B/1T 8F32 1B 1T 412 710 2058 2320 2513 �-2 SCALE: N.T.S. Y ❑❑ W Q a m U z o N / • • •; ; 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR © O .,' :, •,� 300 54813 1609 1849 2047 O' : Q , '• : ' • 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR 13 . , ,• •' , , ,•'' •' • o ' 0 235 420 1282 1515 1716 •,• 21'-4" (256") PRESTRESSED N.R, NR NR NR NR NR O 8F28 1B/1 • . ', , • , 180 340 1114 1359 1468 22'-O" (264") PRESTRESSED N.R, NR NR NR NR NR `o- W '• . 165 315 1047 1285 1399 • ,''. •'• '' ''• 24' 0" (288") PRESTRESSED N.R. NR NR NR NR NR 0 •,• ] .':' ' • 129 250 884 1092 1222 ,., ;•• : • 8F40 OB/1T :0. 8RF40 OB/1T 8" PRECAST & PRESTRESSED U-LINTELS LINTEL BEAM: O O 1 COURSE LINTEL NON-SHEARWALL SEGMENT O N ,•'• • © 8F44 16/1T ® UPLIFT" LATERAL / - • BLOCK W 1 # 5 . J In 8Fa1T 8F12-1T 8F16-1T 8F20-1T 8F24-1T 8F2a1T SF32-1T REINF. BAR & 3000 PSI x [jj m r ® LENGTH SFa2T 8F12-2T 8F16-2T 6F202T 2T SF2a SF32-2T 8U8 8F8 CMU GROUT, MIN. 25" TYPICAL SHEARWALL SEGMENT �` W f,Q 2'-10" (34") PRECAST 293 642 2135 LAP (ACT 530) i M O O ALL SHEARWALL SEGMENTS 8F28 OB/1T 0 0 3'-6" (42") PRECAST 1025 1024 1830 CONSIST OF A FILLED ❑ ' 0 4'-0' (48") PRECAST 765 763 1365 CELL EACH END WITHOUT Q N L 8RF30 1B/1T AN OPENING BETWEEN. a O 4'-6" (54") PRECAST1940 592 591 1057 1 N Q CO 5'-4" (64") PRECAST 411 411 734 FILLED CELL: O O 1'11N Q W CL #5 REBAR AT TOP 4 49FILL BLK. CELLS WITH 3000 P.S.I. TYPE DESIGNATION MIN. (1) REQ'D LINTEL PLAN 7 340 339 607 CONC. SLAB GROUT ONE #5 @LOCATIONS SHOWN Q 5'-io°(7o") PRECAST 9 9 92 3897 4498 OVER 6 MIL V.B. OVER CLEAN ON THE FOUNDATION PLAN F FILLED WITH •d• '•° 1-1/2" CLEAR ■ GROUT / U - UNFILLED • , • , : , 835 12 340 COMPACT. TERMITE TREATED N.T.S. R =RECESSED . , 6'-s" (78") PRECAST 507 721 483 AND FLOOR PLAN. Z UANTITYOF#5REBARAT 4`':�r„`':%• 835 1 4 24 9 2959 4 8 4o EARTH FILL REINFORCED WITH "`{ B TTOM OF LINTEL CAVITY . ,` ;,; 7'.6" (90") PRECAST 727 23 021 1634 12 210 11 257 10 3039 10 08 9 424 534 357 6x6 W1.4xW1.4 WWF MIN. LAP 25" (ACI 530) a `, d; • •r.; C.M.U. 727 66 6 4 2102 25 3039 5 591 15 471 15 1811 15 2 16 249 15 ° TOP OF SLAB O 9'4" (112")PRECAST 326 512 227 a = •. �, 591 1705 2084 463 2842- 8F16-1 B 1T •r.; ` ;r.; 530 5 4 15 1185 15 1458 15 7 2 15 2007 15 I ,,• SEE ELEVATION T.O.L.BEARING 10'6"(126")PRECAST 284 401 178 9{ NOTE: o 530 6 6 1865 4 25 w g ; 'a • ; '' ROUT 474 485 798 15 1034 15 1272 15 1510 15 1749 15 SECTION BETWEEN DOWN RODS 11' 4 136 ARE CONSIDERED SHEARWALLS :,c t y z o " ( ") PRECAST 260 452 152 NOMINAL � � 494 599 1028 1422 1738 2053 2369 ,a � WIDTH ''j '' • 12'-0"(144") PRECAST 470 9 441 723 14 936 (14 1151 (15 1366 15 1582 15 244 402 135 UNLESS OPENINGS ARE BETWEEN , . ." • `^ . . .' '"., , . . w w NOMINAL HEIGHT QUANTITY OF #5 ,e• :' THEM. . • . . a , a " a" a J J REBAR AT TOP 5 REBAR AT BOTTOM 470 543 928 1349 1649 1948 2247 _ O z _ q O OF LINTEL CAVITY 13'-4" (160") PRECAST 418 15 373 606 14 783 (14 962 (14 1141 14 1321 14 217 324 109 ; _ <• , >., . , > > . , •>' . , • ".' . , • •.' ; O F = > z - 3 cn Q Cy W � ( 428 455 770 1145 1444 1718 1993 TYP. SHEARWALL SECTION Q BOTTOM REINFORCING " 384 (15 346 559 (14 723 (14 887 (14 1052 14 1218 14 205 293 98 2 3 0 0 0 0 7-OMI ALWIDCTLAL PROVIDED IN LINTEL 14'-�" 168") PRECAST l "LINTEL COURSE • c 0 J 0 8' NOMINAL WIDTH (VARIES) 410 420 709 1050 ($) 1694 8 1954 7 MATERIALS 14-8 (176) PRESTRESSED 239 323 519 (13 671 (13 823 (13 976 14 1129 14 N.R. 284 89 ; ' 246 390 655 968 1324 (8) 1625 (11 1874 (11) �-2 SCALE: N.T.S. 9'-4" B.O.L. 0 Z •.^s J LU 1. f'c recast lintels = 3500 psi. 15'-4" (184") PRESTRESSED 224 302 485 (13 626 (13 767 (13 909 1052 (13) a w p P 230 364 609 897 1224 (8) 1562 (14 1801 (14 N.R. 259 82 = > Z 2. f'c prestressed lintels = 6000 psi. 17'-4" (208") PRESTRESSED 187 255 404 12) 520 1) 637 754 872 12 N.R. 194 63 ~ N ¢ a 0 3. grouted per ASTM C476 f'g = 3000 psi W/ 192 303 500 732 993 (8) 1268 (14 1470 14 PRECAST "l " LINTEL W/ 145 CONT IN , maximum 3/8" aggregate and 8" to 11" Slump. 19'-4" (232') PRESTRESSED 162 222 347 11 446 1 546 (12 646 12 746 (12) N.R. 148 51 ,' 8'-0" A.F.F. 166 261 424 616 831 (8) 1057 (14 1225 14 3000 PSI CONC. OPNG5. #7' 0° ` OVE1�. - - - - - _ _ _ _ _ _ 4. Concrete masonry units (CMU) per ASTM C90 w/ PRECAST "U" L€'V EL AL.L.. OPENINGS ° p 21'-4" (256") PRESTRESSED 142 198 306 11 393 11 480 11 567 654 (11 minimum net area compressive strength = 1900 psi. N.R. 125 42 UNDER 6'-0" , 5. Rebar per ASTM A615 Grade 60. 142 230 369 531 713 (7) 903 13 1046 (13) I-IL)I:ZiF�ICANE , - . • •.=,. • •,:,. � `;,:,., � 22'-0" (2 4") PRESTRESSED 137 192 295 (1 378 11 461 (10 545 11 629 (11) SPLICES 25� MIN, > 6, Prestressing strand per ASTM A416 grade N.R. 116 39 ANCHORS °° w Ln 270 IOW relaxation. 137 221 354 508 681 (7) 861 (13 997 (13 LAP (ACI 530) 10 STD, 90 HOOK DOOR OPENING CN to oc o 7. 7/32 wire per ASTM A510. 24'-0" (288") PRESTRESSED 124 175 267 (0 341 10 416 10 491 10 566 (10) N.R. 91 33 (TYP`) HOOK ,ro Ln Z U 0) • O ¢m 8. Mortar per ASTM C270 type M or S. 12a 200 316 450 600 (7) 756 (12 875 (13 `r • , CN T'YP. BOND BEAM � � m a 8" PRECAST W/ 2" RECESS DOOR U LINTELS r+ r+,� , - - -rs> -r 8" x 8" X 16" K.O. - >' LINTEL BLOCK #5 REINF. W � Y GENERAL INSTALLATION NOTES GRAVITY `• FILL W/o00 �,S.I, BAR q o ,, .. =a -=='':;,'a• ��,• d. = CONC. W/1 #5 DIA. rg D LINTELS AT ENTRY DOOR w/RAISED ENTRY 1. Provide full mortar head and bed joints. �� TYPE 8RF6-OB 8RF10-OB 8RF14-OB 8RF18-0B 8RF22-OB 8RF26-08 8RF30-OB REBAR MIN. LAP 25" 2. Shore filled lintels as required. LENGTH 8RU6 gRF61B 8RF101B SRF14-19 SRF18-1B 8RF22-18 8RF26-1B 8RF30-1B (ACI 530) CJ`-2 SCALE: N.T.S. O (n w 3. Installation of lintel must comply with the architectural and/or structural drawings. 4' 4" (52") PRECAST 1635 F6-1 3355 3280 4341 5421 6493 7567 4. U Lintels are manufactured with grouting. long notches at the ends to accommodate 1891 3699 5206 6639 8060 9479 10893 :" ' P:' Q vertical cell reinforcing and grouting. O 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 REBAR BOTH SIDES FO a 10" longer with a nominal height of 8" meet or exceed L/180. 1756 3699 5206 6639 8060 9479 10893 STIR. c9.0 DEGREE � 7 UJ O 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 5'-8" (68") PRECAST 920 1770 1716 2277 2839 3402 3966 „ ANGLE 3000 P,S.I, V >, LL Z 866 1167 2481 4567 6389 8060(34) 7917(19 9311 (19) y', OPENINGS 6' 0 OR MOR Z o 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 859 1653 1600 2124 2649 3174 3700 CONC. W/i # DIA #5 STD ■ 90° HOOK K N 8. 5'-10" (70") PRECAST 810 „ - Z Gast -in -place concrete may be provided in composite lintel in lieu of concrete REBAR MIN, LAP 25 �/ Z wFn masonry units. 1113 2342 4242 6639 10 8060 39 7402 (19) 8706 (19) `L. - (n > 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 6'-8" (80") PRECAST 901 1825 3120 5048 7747 9448 7360 (ACI 530) 0 Z 0 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 797 901 1825 3120 5048 7915 9479 10893 (32 SCALE: 1"=1-O LO f � p w p 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have 755 1490 2459 3776 5743 7239 5623 INDICATES i=1LLCD 0 V 0 coating. ing of stucco applied in accordance with ASTM C-926 or other approved 7' 6" (90") PRECAST 669 CFL L FROM FTi" TO J p z w 755 1490 2459 3776 5743 8998(19) 10893(48) ` 20 MIN. LAP N J 9'-8" (116")PRECAST 411 466 999 1568 2253 3129 4091 3146 E3CAM WITH 1 #5 W 0 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) 526 999 1568 2253 3129 4150 5891(47) BAR MIN LAP 25" w loads shoud be checked for combine loading with the following equation: _ uJ ¢ Applied vertical load Applied horizontal load (ACI 530) #3 OR #4 REINFORCING BAR U z 7: m = cr + < 1.0 Safe vertical load Safe horizontal load 8" PRECAST W/ 2" RECESS DOOR U-LINTELS • p• 8' x 8 x 16 #3 & #4 LAP SPLICE - o � C.M.U. SAFE LOAD TABLE NOTES • O r p a UPLIFT LATERAL 25° MIN. LAP Q 0 1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled TYPE 8RF6-1T 8RF18-1T 8RF22 1T 8RF261T 8RF301T REINF. I YP L�OWf::L 25" Z a z w lintels must be reduced b 20% if bearing length is less than 6-1 2". LENGTH SRU6 8RF6 Y g g / 8RF6-2T 8RF1&2T 8RF22-2T 8RF26-2T SRF302T CMU* MIN. LAP (ACI 5;30) #5 REINFORCING BAR Z U O a Z o Safe loads for all recessed lintels based on 8" nominal bearing. 4'-4" (52") PRECAST 905 2635 4409 5296 6183 #5 LAP SPLICE w Q V W g• 905 2635 3522 4409 5296 6183 758 757 1365 J 2. N.R. =Not Rated. 4'-6" (54") PRECAST 867 2525 3 4224 5074 5924 3. Safe loads are total superimposed allowable load on the section specified. 867 2525 3374 4224 5074 5924 694 693 1249 36" MIN. LAP F_ 2 o 3935 •- SHEET N0. 5'-8" (68") PRECAST 675 1960 1 3277 4594 408 407 734 ' 4. Safe loads based on grade 40 or grade 60 field rebar. 675 1960 2618 3277 3935 4594 • "° `"' " •'°w'' "° „ `'. <'"''• ' ,� ''M ' °, °' > aP ' °' `'` ' ` a' '° •,•' ",• • •'r #6 REINFORCING BAR o Additional lateral load capacity can be obtained by the designer by providing 5'-10" (70") PRECAST 655 1900 2538 3176 3815 4453 ° ` * - ° '° °` V 0 5' 382 381 687 addional reinforced masonry above the precast lintel. 655 1900 2538 3176 3815 4453 #6 LAP SPLICE 6. One #7 rebar may be substituted for two #5 rebars in 8" lintels only.i 51 2 4 SEE FOUNDATION PLAN I � W 6' 8" (80") PRECAST 570 2758 331 3865 595 788 510 SEF. FOOTING DETAIL L Y S-2 g 7. The designer may evaluate concentrated loads from the safe load tables by 570 1651 2204 2758 3312 3865 D FC)f� LOCATIONS calculating the maximum resisting moment and shear at d-away from the face of support. TY) . MONO. FTG, 7'-6" (90") PRECAST 506 1462 8 1952 7 2442 6 2931 6 3257 OF Cn 8. For composite lintel heights not shown, use safe load from next lower height. 509 674 393 506 967 1462 1952 2442 2931 3421 370 490 227 5 REBAR SPLICE DETAIL N m g• For lintel lengths not shown, use safe load from the next longest length shown. 9'-8" (116") PRECAST 95 491 931 12 1301 15 1640 15 1980 15 2322 16 O 11. All safe loads in units of pounds per linear foot. 5 E 1135 1514 1893 2272 2652 1 BLOCK WALL/REINFORCEMENT S-2 11. All safe loads based on simply support span. (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR SCALE: N.T.S. � N LAST PLOT DATE O 12. The number in the parenthesis indicates the percent reduction for grade 40 GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 March 11, 2005 v field added rebar. �-2 SCALE: N.T.S. O Example: 7'-6" lintel Type 8f32-reduction 8 safe gravity load = 501 if � DETAILS ' w/15% reduction = > 6472 (.85) = 5501 plf PROVIDE 2X4 MIN. BLOCKING AT m (D 4) Q o SEE ROOF w o o ili a z OF HIP/RIDGE, TYP.BETWEEN TRUSSES PLAN SHEATHING F_ w u_ 4)■� W/ (2) 12D NAILS EACH END TO ¢ o z v U) z TRUSS TOP CHORD W X� 0 o •Y N TYP. (� p " o tl>t p o *DIAGONAL SPACE 1 2X4 BLOCKING' ¢ Y N o z BETWEEN TRUSSES o ¢ o Lu o AT 15'-0 O.C. MAX TRUSS Z w u- ui z J Cr w .� PRE-ENGINEERED w ¢ ❑ m m ¢ \ A WOOD TRUSSES OVERLAP TRUSS BRACING W ¢ ¢ m o O H � SECT. A -A \ AT LEAST ONE TRUSS 6�� OVERLAP Q o < o ¢ .0 '-' _ BLOCKING A SPACE F_ o wm N w E + p MINIMUM 2"x4" CROSSBRACING ' G.T. ui ¢ w Q 0 w SEE PLAN FOR - J ADD 2X4 ALONGSIDE OW ¢ o_ o o o m o U_ W U)m� u- ( TOP CHORD WHEN REQ'D o c¢3 0 N M � LOCATIONS) _ � o z o � - M TO PREVENT PLYWOOD JACK Q w w o a t < uJ m N 3 SPAN FROM EXCEEDING HIP Cr o� J¢ o ( ) 12d MAX 24" SPAN (EITHER TRUSSES\ o, ? J Z m J 00 00 PER JOINT G•T _j m vi En SIDE OR BOTH IF REQ'D) 07 am Clio ¢ m o CONTINUOUS LATERAL BRA CIN , MINIMUM (2) 16d PER JOINT J Lu a Z Cr + + rn ¢ NAIL OVER X-BRACE AS SHOW MINIMUM 2"x4" SPF OR ¢ o 3 ¢ o INSTALL BLKG. AT TRUSS WEBS * SPACED AT 15'-0" MAX SYP TRUSS BRACING FOR NAILING X-BRACING - 2x4 SPF OR SY AT 2" O C. MAX TRUSS BRACING OVERLAP '- Cn 3 w 0) VCONTINUOUS BOTTOM CORD BRACING 2x4 MIN. a 00 Z w/ 2-16d Ca) EACH TRUSS WEB m a 0 v>t m BRr2`A�3 DETAIL TYP. m 0 Q o o 6 o r2__N\CROSS ACING DETAIL (TYP) CROSS BRACING DETAIL (TYP.) 2B HIP RIDGE BLOCKING DETAIL (TYP.) w Z o ❑00 SCALE: N.T.S. Z u_ Z W op ¢ �-3 SCALE: N.T.S. S_3 NOT TO SCALE L`_3 REV. 7/18/03 3/4"=1'-0" �-3 cn v _ w � a, � �. o r.i `� zW(L o0WZ O E ��m o G.C. TO PROVIDE ** =?zwOujpZm Z o z N m .10 ALTERNATE SPAN RATED ►- o = L m 3 = O m Co c7 ¢ =wcn m� W UDN04 o BLOCKING TO COMPLY w z f- j w o p m N w w 32/16 PLYWOOD MAY BE USED p ¢ m m a� W/ APA RECOMENDATION 20'-0" MAX 20' 0" MAX i- u-' w m o m p c c� J w FOR SPAN RATING OF moj3oQ as Q ou-, 7 16" OSB. ' X" BRACE SE CONTINUOUS OTTOM CHORD `" O o J = O w ~ cD / DETAIL 2/S3 BRACING 2 X MIN. SEE DETAIL 3/S-3 3 I= Z D a� M t 0 Z w a 9ii i� II� o CC� C � pZcn0 H �(n�C� f-Y-0cn❑❑ O a!rn¢acnuz to 2=�w0 ¢ o 3 0 R W W ❑ 0 z o inw m ■ L' Q C7 r N 0 .13 J O In Q In N �r �.• m W 10 > ry M "' Q N L M NOTE: ..... a In Q 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP &BOTTOM CHORD �. � W IL CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ THAT MAY BE REQUIRED 4'-0" O.C. MAX. FOR 3 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES Q BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB.s Z F 4 RE UIRED MINIMUM PERMANENT TRUSS BRACING PLAN S_3 AS PER HIB 91 REV. 7/19/03 SCALE: N.T.S. 0 z w z TRUSS NOTES: W N ui 'Z(n_ ¢ O O � 2 > 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 a Z. LL, = � (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND ID -1 a O wo z1000 BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT 3 o w J L) IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED o o � U5 z 1.1 TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY v, > w o m CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT N a z � 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 7/16" O.S.B. LATERALBRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 7/16" O.S.B. EA. SIDE EASIDE p . 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. 0 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT 2X BLK'G. 2X BLK'G. > ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. TO O.S.B. TO O.S.B. CN Cn m o 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. W/ 2 - 8d W/ 2 - 8d Z c) rn SEE TYP. TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS EA. END EA. END O L0 ~¢ CONY. FRAMED RIDGE 2X4 STUDS &PLATES AT 2'-0" O.C. `o 0 2X4 BLOCKING MAY BE NAILED w/ MIN. EACH DIRECTION TYP. U.N.O. VERTICAL SCAB _rl > BETWEEN EA. TRUSS (4) 12d WHEN IT LANDS 2 x 6 #2 SPF 48" O.C. EDGE VIEW o z 2X4 DIAGONAL AT 8'-0" O.C. A NEXT TO PRE-ENG. TRUS 2x8 w/ (3) . NAILED @ EACH W/ (4) 10d TOP & EDGE VIEW MAX &EACH END ALTERNATE SIDE w/ (3) 12d NAILS WHEN BOTTOM REQUIRED w/ (2) USP MTW12 OR USP RT7 OR DIRECTION TYP. W/ (14) -10d X 1 1/2" EACH HCLR/LL W/ 8 - 8d WHEN REQ'D RECESSED SEE 6/S- (3) 16 CN IN PLACE OF (4) 10d PRE -CAST LINTEL FOR CONNCOMMON O W . -- - COLLAR TIE NAI LS(TYP) O 0 � EVERY 3rd 8" D BLOCK TIEBEA NOTE: MAY CUT BACK 2x8 P.T. @ RAFTER W/ 1#5 REBAR U.N.O. TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON CB BEVEL CUTS ANCHORS TO 2x8 (OPTIONAL) TB D 2x4 SPF 2 (2) #7X 3-1/2" PRE ENG. TRUSS WOOD SCREW EACH TRUSS ¢ OR USP RT7 @ 48" O.C. 2x8 W/ (2) 16d TOE NAIL CONT. ROOF SHEATHING AT TRUSS TO g EACH END CHORD AT ALL HAND FRAMED AREAS TYP. v 7/16" OSB W/ 6d NAILS 2x8 #2 SPF RIDGE BEAM o 16" O.C. TO SIDE &TOP NAILER DIAGONAL 2x6 RAFTERS @ 2'-0"O.C. 2x4 SPF CONTINUOUS BLOCKI G AT 8'-0" m MAX. w/ (3) 10d COMMON WOOD a ATTACHED TO 7/16" OSB W/ MAX TOENAILS TO RIDE BEAM (2) 8d NAILS. SEE DETAIL A OV TRUSS x8 P.T. W/ TAPCON HW4-2 4 2X4 CONT. AT CONC. MASONRY (1/4"x2-3/4") @ 12" O.C. MAX If I WOOD TRUSS A T & B CHORD STEEL OR WOOD 10'-111/4" MAX W p 1 U }Lz N uj cr-_ a F- o z> 1 0 O Z ozCr -� o =�o Q N F-aLLJ m w LLj_ m3¢ z m m=Z '^ o - ol-� �1 J ¢ ---� - < = o 0 Z3� LLJ U M w 0 o d Z c� Q = O � SHEET N0. 0 O S-3 2 OF m PROVIDE BLOCKING AT ALL TRUSS BEARING BEARING SUPPORT N � SUPPORT WHERE TRUSS DEPTH EXCEEDS WINDOW OR DOOR OPN'G 2 5 0 STANDARD HEEL HEIGHT A -A ALTERNATE BLOCKING DOOR OPN'G LAST PLOT DATE N TYP. WOOD TRUSS BLOCKING DETAIL g DETAIL @ INTERIOR BEARING 10 DET. @ARCH WINDOW FRAMING 11 DET. @ ARCH WINDOW FRAMING > March 11, 2005 0 FRAME WALL 3-17-04 SCALE: 1/2" = 1'-0" � O SCALE: 3/4"=1'-0" S-3 REV. 8/3/04 SCALE: 3/4"=1'-O" C_3 CMU WALL 3-17-04 SCALE: N.T.S. �-3 j DETAILS I I I HEADER PER LOCATION \A10 11 O.C. TO SIDE & TOP NAILER EACH END TYP.'1 '2x4 SPF CONTINUOUSBLOCKING ATTACHED TO • • : :d NAILS. SEE DETAIL ABOVE a Lj°ww :a 0 W Q W �Fno: O U) 0 U0m�ov '� too `m`' mozoU) o O aoao y C EL Lu a z Z wCr�z o J W dzm0 �•fA m .2 pw¢ L zO < H¢ Z z o ui TRUSS DESIGN NOTE: ~O CY W (n + o TRUSS 0 END OF CROSS BRACE TO BE DESIGNED O w cn W z o v FOR ADO'L 70 PLF UP & DOWN TOP CHORD LL o z 2 w o m m UL DROP GABLE END TRUSS & LOOKOUT 0 U) m o'< 0 N M W RAFTERS FOR O.H. GREATER THAN 12"Ix w z m cm 0 SEE STRUCTURAL NOTES AN < + ¢ J cm M FOR 12" AND UNDER - SPACE OUTLOOKER d - NAILING SCHEDULE FOR � m o � � ¢ Crmo �+- N N ' BLOCKS AT 24" O.C. ¢ z m J CRIPPLE STUDS @ 16" O.C. BETWEEN SHEATHING DETAILS O' o _j - m a L6 00 00 HEADER & TOP PLATE WHEN APPLICABLE I (n � J 3 Ln o r- r- 5 �a o0 • W/ USP SPT22 AND USP SPT24 TOP AND I J j a z m + + rn ¢ v • BOTTOM EACH STUD ,� OUTLOOKER BLK. ¢ o 3 ¢ o 2X4 SPF BLOCKING @ I LSTA18 - STRAP9 I",,(2) 2X12 No.2 SYP HEADER w/7/16" OSB PANEL EDGES W/ (2) 16d BLKG. @ 1st TRUSSUSP MTW2 @ = z °D v SPACER UNLESS NOTED OTHERWISE ON PLAN NAILS EA. END TO TRUSS ;`. a Z BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT NAIL SHEATHING @ 4" 0. ' LOOKOUT RAFTERS 3 tO 0 C+ 2X6 BRACE AIL kS '• z z ,,� ¢ Co Co o STAGGERED w/ 8d ' IF APPLICABLE m z o p m N c14 • TO SIDE OR GABLE �, STRUCT. SHEATHING m o a oo � J O d o I , TRUSS,WEB$' w z c� w - 00 (2) FULL-LENGTH STUDS AT EACH SIDE OF OPENING ;° 7/16" MIN. THK. - z < LL z m ui ~ °Q ¢ 2x4 SPF CROSS BRACE I . , , N - - �+ J ti @ 48" O.C. - NAIL w/3 , ; NAIL w/8d COM. @ a m w 0 m o a �' o cn N ,n '° 3" O.C. EDGES & 6" w o n- J o ui z C E `r w 0 TRIMMER STUDS: 10d AT EACH END & AT cn c0 z a W N 0 (1) REQ. EACH SIDE OPENINGS UP TO 6' 0" WIDE CROSSING AT 45k ANGLE' �`� �° O.C. FIELD = D Z m o 0 o z w Z o N • ' (2) REQ. EACH SIDE OPENINGS 6'-0" TO 12'-0" WIDE ' ; 10d @ 4" O.C. o z = C J m 3 m - m o `t' N HWJ� m�Jm_ CCm -J FRAMING AROUND OPENINGS SHALL BE ; i GABLE TRUSS m w? 3 0¢ a s Q 0 u op� v No.2 OR BETTER SYP i �, 'fRUSSE �, = � � -i N uj cn s 0 L) w 10d @ 8" O.C. STAGGERED �`� i° NAIL TOP OF "T" ~ 0 Cr0z v O a = m m PLYWOOD EACH MEMBER (TYP.) COl`CTIN bUS 2X4 SPF NOTCH BLnCK @ TO GABLE TRUSS Y ov M J 0 g = f- w o ¢ ❑❑ LL rn¢�tnc�z o ,° w/2-12d & (1) PAWING (4) TRUSS PLATE TOENAIL w/ ❑ SEE PLAN SEE PLAN FOR ADDITIONAL �' BAYS (8 FT) NAILED TO 316d �° USP LFTA6 W/ SEE PLA SECTIONS REQUIRED EACH TRUSS (16) 8d NAILS 2X4 SPF BLOCKING � zz4 BLOCKING @ 4" O.C. �`�`� ; ❑ • BETWEEN TRUSSE �'w/12d & 12d TO CHORD �° NAIL GABLE TRUSS to @ 48' O.C. MAX. 10 TO PLATE w/16d @ W • � 4" O.C. F- BLOCKING BETWEEN WEBS-- U TYP. AS REQ'D FOR ol ' (2) 10d TOENAILS OR (2) � 1/2" MIN. DW CEILING ''t 1/2 x 8 A.B. � PLYWOOD ATTACHMENT GIRDER TRUS 16d ENDNAILS EA. STUD NNAILED AILS @ 7'50 COOLER �� • @ 48" O.C. MIN. � 2x8 PT Z ; PLATE ' _LINTEL ❑ J mIll4 BAYS COURSE . N m ❑ , 2 x 4 LEDGER W/ (2) 16d NAILS AT EACH WEB _MASONRY i W M NOTE: SEE PLAN DETAILS FOR CONNECTIONS THAT WALL - m r32' SECTION AT ENTRY MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES 0 I J SCALE: In S_4GABLE END BRACING a F r2'6*TYP. FRAMING @ EXTERIOR DOOR OPENING 1 w/o VOLUME CEILING W Q w a 00 �-4SCALE: N.T.S. S`_4 SCALE: 3/4" = 1'-O" F Q Z 0 z 'L Z w=cnw0 _J C 0 - 2 > z22 F?it_n Q N W' W �I Q C7 O p 3 0 0 p 0 J TRUSS DESIGN NOTE: o Q w C TRUSS @ END OF CROSS BRACE TO BE DESIGNED_ Il z _ FOR ADD'L 70 PLF UP & DOWN TOP CHORD ~ - a a " CRIPPLE STUDS @ 16" O.C. BETWEEN DROP GABLE END TRUSS & LOOKOUT HEADER & TOP PLATE WHEN APPLICABLE SEE STRUCTURAL NOTES AND NAILING RAFTERS FOR O.H. GREATER THAN 12" W/ USP SPT22 AND USP SPT24 TOP AND SCHEDULE FOR SHEATHING DETAILS C T 4" D.C.o BOTTOM EACH STUD FOR 12" AND UNDER - SPACE OUTLOOKER cn BLOCKS AT 24" O.C. > • • (2) 2X12 No.2 SYP HEADER w/7/16" OSB SPACER ' ' CV m o UNLESS NOTED OTHERWISE ON PLANS z � BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT ' CV O M a- UTLOOKER BLK. ►;� - ' LSTA18 STRAP �° USP MTW12 W/ Ti Ln 0 0 2X4 SPF BLOCKING @ ; BLKG. @ 1st TRUSS ' 14 - 10d X 1 1/2" @ o • (2) FULL-LENGTH STUDS AT EACH SIDE OF OPENING PANEL EDGES W/ (2) 16d �.LOOKOUT RAFTERS � mo g UNLESS NOTED OTHERWISE ON PLANS NAILS EA. END TO TRUSS i ;, IF APPLICABLE ' -NAIL SHEATHING @ 4 O.C. „ 2X6 BRACk NAI.L'ED � STAGGERED w/ 8d TO SIDE,OF gl(BLE STRUCT. SHEATHING N TRIMMER STUDS: TRUSS 1NE8'S 7/16" MIN. THK. - (1) REQ. EACH SIDE OPENINGS UP TO 6'-0" WIDE NAIL w/8d COM. @ O w • . (2) REQ. EACH SIDE OPENINGS 6'-0" TO 12'-0" WIDE �° 3" O.C. EDGES & 6" O 0 i I O.C. FIELD J 7 W o I `` ,' , le I L U } U- Z 2x4 SPF CROSS BRACE ' 10d @ 4" O.C. Q z o FRAMING AROUND OPENINGS SHALL BE I N — `z z @ 48" O.C. - NAIL w/3- ' 10d @ 8" O.C. STAGGERED No.2 OR BETTER SYP 10d AT EACH END & AT ,��` i° = Q! M z > EACH MEMBER (TYP.) CROSSING AT 4�kANGLE , GABLE TRUSS Lo �R `• J O yj 0 0 • — USP MP34 EACH END, TYP. i V O 0 cj o ' TRUSSES, �° O Z o z — Cf- DBL. 2x4 SILLS FOR WINDOWS i NAIL TOP OF "T" • - ; :° TO GABLE TRUSS Q N = a • f. ' • CRIPPLE STUDS @ 16" O.C. COmfiN,000S 2X4 SPF ;, /2-12d & (1) • W/ USP SPT22 AND USP SPT24 i JSPANNING (4) TRUSS ; USP MTW12 w/ � � 0 m = Z EACH STUD �' BA)S (8 FT) NAILED TO �° 14-10d x 1 1/2" ~ f- w 2X4 SPF BLOCKING 2Ac4 BLOCKING @ 4" O.C. �° W O z BETWEEN TRUSSE .'w/12d & 2 12d TO CHORD NAIL TRUSS BOTTOM J } ¢ o 0 @ 48" O.C. MAX. CHORD TO 2X4 DEAD z O Z 3 v • .. I WOOD w/16d @ 4"0' Z V O a z o .`' uJ U Lnz= ¢ 1/2" MIN. ACEILING NAIL DEADWOOD TO USP LSTA30 w/ m o 10d TOENAILS OR NAILED w/5d COOLER TOP PLATE w/16d @ (22)-10d @48 O.C. • (2 ) (2 ) NAILS @ 7" O.C. 4" O.C. SHEET NO. m 16d ENDNAILS EA. STUD 0 O NOTE: SEE PLAN DETAILS FOR CONNECTIONS THAT 4 BAYS SA Lu MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES o FRAME WALL OF cn 2x4 @ 16" O.C. z N = 4sLE END 15RACING (TYPICAL) 2 5 0 27 TYP. FRAMING 9 WINDOW OPENING 3 w/o VOLUME CEILING w LAST PLOT DATE o N �-4SCALE: N.T.S. S_4 REV. 9/30/03 AS SCALE: 3/4" = 1'-O" March 11, 2005 O J DETAILS rc Wo J Q LLQO Ljo UJ IA 4-0 Z r O tr o LLJ <0�z _ � V Z I C LLJ N X�wO ,� w U) H "- w H 0 0 0 ¢2YQ 8- Z z OQp wCrZ r . 0 0 LLJ LLjF- Q Z= 0 wQ �0 'y p L cr m a Q< 0 Z Z Z O V 0E- w- a�wQz� It O Q Z w0 CnU)nw wO O U LL 0Zw QOOOI- _ -�cM wX m0 LL- Uj JY 1- - H Q OZO�.5 w t- O w ZM MO W O Q t O LL N N a = Q J Q m J<0 66 a- LO JwJ0 4 �Q �t � + QQ0 w C7 = z N v Z H En LLJevq N 0 Z N L) p WZQLLL�a Z C O -Oei ZF_UW -��i CnUa Q F- N W�-j wJ DOW Z ao r_Z C E 'qio H N wu)m m o w= Z m Nzzo0 Z O �ogS�goom m0 OQCL m �w¢F'�OJm j LU W UDNN_{{ cLi 0 (EOM V Q m mz) m p 0¢D�Q m JF- JN�♦-JT S 3 d w Q 0L.L t0�~LLrI Y O 0 Z m 0~ D w V m JO l i o S w 0 O F-YfnU�fnfn❑❑ U. (7)QdtnUZ ❑n W W H rn 'A\ N . J O in ❑IT . LY Y' > w[�� . I J irJ w . aIn�� En Q �3a 13 13 1 ♦ ♦♦,♦ Y. ♦ ,♦ ICI I � I ♦ \`��'I I °ya' a WNW J Q S> Cn SEE ROOF PLA "' ; I' a N W w c��F FOR CONNECTORS ' 3 0 0 0 0 a J ✓.;t t<° InW Q m Ln] W 0fr i d Z GIRDER BM. OR WOOD TRUSS N TYP. 8" MASONRY (WOOD TRUSS SHOWN) > Ln WALL/LINTEL CV (n = 0-1 L6 18b GIRDER/MAS. WALL � - o 0 �-5NO SCALE REV. 10/10/00 PJM w �+ o UPLIFT CAPACITY 1890 # SEE SCHEDULE o N O w J o O o LLJ 0 1 — U }LL.Z ¢I-0 N _ ~ z Fn Lf � ) O 0 z w O V O Z U 0 Q m 0 J 0 Z ��O ui Q N w w �—i = ��Q Z F- m = Z uj O U I n �1 I G LLJ O C 0 r O X u) Q O Z � O fr U z fr w EL LLJ ¢ O Z O TQ U 0U SHEET NO. CL 0 Ld S-5 0 0 Z N OF = En 0 W 0 0 LAST PLOT DATE 2005 N o March 11, DETAILS zJ n w<oo y'd Z � 0 L.uOwLL :Q 0 w boo' C) v�i Q U 0Z)LLq Y y o w H o TOP SPLICE O Q o a o H C a z 2 ROWS 8d @ 6" O.C. (2) SYP#2 TOP PLATE TYVEK DOUBLE 10d Z W af~ _ o 0 8d NAILS @ 6" O.C. ROOF OR TAR PAPER WRAPPED 6" 1 4 MIN. SPACE 4 • o z a` o p TO BLOCKING " 2 W w¢ o a- N Cr m ¢ FLOOR SHEATHING UP EXTERIOR FRAME WALL 2 x TOP PLATE / (j w Y p 4) w AND SEALED BY TYVEK M/il! Q < z z "a ~ INSTALLER w C)w o (2) 12d NAILS LSTA12 EACH SIDE DECO FINISH W/ 0 c Q En w ¢ + in w STOP VULKEM C w (n . m z o c) TO BLOCKING 10d @ 6 O C W<- o¢ w 0 o w US CAULKED TO ¢ o o � m o u-'� @ EACH END OF WALL 2 ROWS 0 z - w - -' CV) u- TRUSSES SUH24 TERMITE SHIELD 2"x STUD @ / o Z m~ o z N m o 24" O.C. MAX. oLL w EE 0 a _ _ _ _ _ _ _ _ _ _ _ _ _ TERMITE SHIELD 2_ w o Q fr u- N N 2X4 BLOCKIN STRUCTURAL SHEATHING a: p Z °° • t o 0 AT EA. ROOF(MIN. 7/16"). NAIL w/10d @ y` (n o'¢ ui o O ti 2"x P.T. PLATE 0' -' ¢ uj 00 m PANEL JOINT AT USP SPT24-----'/' NOTE: o- _j 0 a o 0 @ EACH STUD��TO 3 O.C. EDGES STAGGERED .r ° <k " -BOTTOM SPLICE w'•'-' ¢ p = + + rn ¢ v v 48" O.C. MAX & 6" O.C. INTERIOR - EXTEND ,. PLATE LENGTHS MUST BE < 0 z 0 ROOF SHEATHING AT LEAST 8' O" LONG. TYPICAL OVER STUD ¢ o ¢ o 1/2"x 12" A.BOLT 6" FROM ENDS TYPICAL INTERIOR w Z 00 v 2x4 SPF STUDS EXT. FRAME WALL 3 _RItj 5 TOP PLATE SPLICE DETAIL Z w ¢cm Z o @ 16" O.C. THEN 32" O.C. - OR 5/8" w/8 1/2" EMBED WEDGE BOLT 6" FROM ENDS 2O TERMITE DETAIL USP SPT22 THEN 32" O.C. W/#3 PT SYP SCALE: N.T.S. ALE: T. � o o o Z N z @ EACH STUD BASE PLATE S-� S-6 w z v 0 w of � O a o N.T.S w¢�c� __f op a :teaIL °ra-ra��•a�°.• :�►•• w p Lo r•, ,�,•, SEE PLAN FOR DIM. zwa� o0Wz O E �mm o ,,•�,•, wp p�wz J o oW- LL,z zoo 0 Z 0 u- • ° • ° �•A ra •• • . • to d W w •..p..•• ► �•• c1� a u-Z¢�Lo 0 `nL¢o m m0 .i tLo „ — p J L.�4¢'w14"� 16--4 SEE 3/8" 3/8 voi��-MZ��W WN��o "S"-NAIL �ww�Of �m� cc+7 —ALL, SPACING FOR FOOTING SPECS. 2- S.P.F. CONST. GRADE TOP PLATE 1 mop 3 0¢ p a Q Q o w oQ p 0� INTERIOR SHEARWALL C� TRUSSES SPLICE MIN 48" APART / „ 1/ „ 1 = 3 ? a N o '4v o ? � rn W E S 3 4 S 1//2 oZF-0��fr0 O Lo 0 w0 ¢ I- _ �YcU)0cn�n0❑ �i rn¢acnc-�z o 18 STEP-DOWN WALL TO TRUSS — ;; „= F — - - - ��- S_ rG NO SCALE REV. 9/30/03 AS II II I II III I I II II II SHEAR CAP. 500#/LIN. FT. II ° II II III ` III I II II II SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE MICING 0 11 OPENING 0 Q NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL II II II III c III II I II II © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL W II II II I © NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL III - �r -III II II II G :3 O II II II II III II III II II II NAIL INT. AT 6" O.C. W/8d COMMON NAIL =" III II III II II II I E) STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. FLOOR SYSTEM _ W/8d COMMON NAIL En SEE STRUCTURAL NOTES AND NAILINCs 2x8 P.T. LL PLATE n QF NO SPLICE @ HEADER - NAIL SHEATHING TO SCHEDULE FOR SHEATHINCs DETAI% (2 STORY ONLY) HEADER W/8d COMMON NAIL@ 4" o/c Z 0 , N \--2x4 P.T. BASE PLATE 13 J VARIES w/ ROOF � Ln . ❑ , SLOPE GIRDER SEE PLN. FOR LOCATION 2X4 SPF BLOCKING BETWEEN TRUSSES 0 24" O.G. MAX.Lu/ 2 X 4 CONT. AT (2)1&d EA. END (TY .) 2'-0" O.C. WITH USP MP34 a 16d NAILS AT (2) 16d NAILS 2'-0" ON CENTER 8" O.C. MAX. EACH TRUSS SEE PLN. 1/2" SPAC SHEATHING USP 8PT24 TOP (2) USP RT3 USP 5PT22 BOT (1) AT EACH BLOCK OF EACH STUD TO G.T. & (1) G.T. TO 2x4 SPF TO 8'-O" HIP JACK 7 WALL SHEATHING INSTALL. & NAILING SCHED. �-6NO SCALE REV. 02-11-04 MD N m to u �Q :. 0 13 Q N L6 a. N a JACK Q TRUSS a 0 0 z W Z U) in 0 W H N W J J 00— z�t3L_n Q CV W LY W c�aQoO 300o0 .C. QW=JF er0u z J a. in W � � W ❑ � .4 EXTERIOR NON BRIG. WALL DETAIL H�QQU �-6N.T.S. PRE ENGINEERED WD TRUSSES @ 24" O.C. 12 INSULATION BAFFLE z 0 —BATT OR BLOWN 12 PRE-ENG. WD TRUSSES @ 24 O.C. TRUSS ANCHOR (SEE PLAN) MIN. R-19 w Lo FIBERGLASS SHINGLE CV Lr � 5 INSULATION BAFFLE � ROOFING FELT z U 0)BATT OR BLOWN INSULATION MIN. R-19 O APA RATED STRUCTURAL SHEATHING CV ¢ M TRUSS ANCHOR (SEE PLAN) ,� (n Mo 0 i i MIN 7/16" FASTENED TO TRUSSES 'v � FIBERGLASS SHINGLE � ROOFING FELT , PER ROOF NAILING SCHEDULE W Y 21 SEE ROOFING SCHEDULE SEE STRUCTURAL NOTES AND NAILING ' - - - — - — - — - — 0 � �, A _ _ _ _ _ _ _ _ SCHEDULE FOR SHEATHING DETAIL 1/2" CEILING BOARD �� METAL DRIP EDGE 1/2" CEILING BOARD-4�- METAL DRIP EDGE 3/4" P.T. NAILER 2" X SUBFASCIA USP SPT24 AT TOP O AND USP SPT22 AT BOTTOM w �2" X SUBFASCIA 1/2" DRYWALL CONT. VENTED ALUM SOFFIT O Q 1/2" DRYWALL CONT. VENTED ALUM SOFFIT CURTAIN NAILER 8" X 8" X 16" K.O. LINTEL BLOCK W o 1 X 4 P.T. @ WINDOWS O H W/1 #5 DIA. REBAR & z Of - OPTION: O.H. 2) 2" X 12" SYP BM. OR WIF85 2 X 4 NAILER TO 2X4 SPF BLOCKING 1 X 8 P.T. @ S.G.D. 3000 PSI CONCRETE I () z u- z MAXIMUM OF (3) 2 X 4 PLATES MAY BE SEE ELEV. ( ) HIP GIRDER BETWEEN TRUSSES SEE ELEV. UNLESS OTHERWISE NOTED SEE PLAN GIRDER TRUSS. TRUSSES PRECAST "U" LINTEL W/ 1-#5 CONT. IN N - ¢ z S NAIL @ 6" O.C. NAIL W/ 2 - 12d EAC @ 24" O.C. MAX.w/ SEE PLN. 3000 PSI CONIC. @ OPNGS. 6'-0" & OVER. z w > ADDED BELOW THE HEADER W/ EACH TRUSS END � � - � > W/2-2" X 4" SPF TOP PLATES WEB CROSSING (2)16d EA. END (TYP.) PRECAST "U" LINTEL ALL OPENINGS o z o PLY ATTACHED W/ (2) ROWS OF 16d JACK UNDER 6'-0". 0 w o ¢ NAILS AT 8" O.C. MIN. SPLICE 48" W/12d @ 6" O.C. MATCH TRUSS 0 0 U SEE 26/S-4 OR 27/S-4 ALUM FRAMED WINDOW w/ SCREEN [BOTTOM PROFILE FILL CELL -1 C DIA. REBAR W/ 3000 PSI J O Z o w mo MARBLE STOOL CONIC. ALL LOCATIONS SHOWN ON FOR MORE INFO @ OPENING FOUNDATION &FLOOR PLANS �- a_ w 1 X 2 P.T FURRING ALUM FRAMED WINDOW W/ SCREEN NOTE: 40" MAX. SILL CEMENTITIOUS DECORATIVE FINISH w____ - N a - w HGT. ON ALL BEDROOM 7/8" THICK PER ASTM C-926-98A USP MP34 @ „ W _ Lu 3 ¢ EACH BLOCK DBL. 1/2 SPACE HEIGHT R-4.2 FOIL INSUL ON EX T z m = z WINDOWS. 2" X 4" @ 16" O.C. PLATE BLOCK WALLS PRECAST CONC SILL [-� 0 � w (2) 2 x SILL W/2-12d EA. END W/ APA RATED -- USP SPT24 TOP VARIES STRUCTURAL SHEATHING (MIN.7 16") _ ________________ _ 1 X 4 P.T. BASE NAILER 8" X 8" X 16" CONC. BLOCK W O z 0 1/2" DRYWAL 7 / • • _ _USP SPT22 BOT _ _ NAIL 3" O.C. TOP &BOTTOM, 4" O.C. SEE PL OF EACH STUD WOOD BASE CEMENTITIOUS �' Q J � � � o R-11 F.G. BATTS S-6 SIDES & 6" O.C. INTERIOR TTTTTT (2) USP RT3 DECORATIVE FINISH WOOD BASE P.T. 2" X 4" #2 SYP BASE PLATE (1) AT EACH BLOCK 2X4 BLOCKING CONIC SLAB Z a z m w FTC. DOWEL #5 DIA. REBAR w/1/2" X 8" A.B. OR 5/8"X7" TO G.T. & (1) G.T. TO 6 X 6 10/10 W.W.M 18" IN CONIC. -25" EXTEND (ACI 530) Z U O g z o CONC SLAB 20 HIP JACK SHEATHING ABOVE SLAB. ALL LOCATIONS w Q WEDGE BOLT, w/2" WASHER @ Q 0 a S-6 FILLER BLOCK 2x4 SPF TO 8'-0" 6 MIL VIS UEEN SHOWN ON FOUNDATION PLAN --� 6 X 6 10/10 W.W.M. 32" O.C. MIN. 6' FROM END GRADE AT 16" O.C. NAIL @ 16" O.C. GRADE Of I I m p 6 MIL VISQUEE OP OF SLAB TO STUD AT WALL RAKE CUT WALL TOP OF SLAB a - — - W/ 4 - 12d. END NAIL TOP TO MATCH VAULTED SHEET N0. w - TO TRUSS GIRDER TRUSS BOTTOM y ;..,1, <tl, ' x� w 0 w m 0 ¢ N TREATED o cv S-6TREATEDCLEAN FILL' w m c� CLEAN FIL ; ,;::,...:.`€f; m c� OF SEE FOUNDATION PLAN SEE FOUNDATION M K1'9.'T EXTERIOR NON BRG. WALL DETAIL 25 0 TYPICAL WALL SECTION �6AT LG, 8 TYPICAL WALL SECTIO�NCRETE BLOCK LLJ r9�EXTERIOR HIP CONDITION W/ INT. VOL. C > LAST PLOT DATE O March 11, 2005 U �-68-12-03 REV. AS. SCALE: 1/2" = 1'-0" N.T.S. REV. 3-3-04 AS �-6SCALE: 1/2" = 1'-0" REV. 9-3-02 MKD/mk O Z .j DETAILS SEE SHEET S-7A FOR n o y Z ADDITIONAL S-7 DETAILS �� o ¢ w ~o�Z Cn R Z �'� STRUCTURAL NOTES NOT SHOWN X Q �,� U o .Y y w w H o 6) WOOD: ¢ w~ � H m o z 6.1 WOOD STRUCTURAL FRAMING MEMBERS: Z w U- z w p im m J WALL STUDS -SPF STUD OR CONSTRUCTION GRADE I=J uj Q z rr o °- P: Z J TOP & BOTTOM PLATE -SPF STD & BTC U' p w Q 0 w Y cn o L U) w m O L2f1TTf1M 131 ATF IN MKITArT WITH MAS(1NRV -#i SYP PT I- <L � 7 _ 'O L) I- HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING SIZE 2 X 4 WALL 2 X 6 WALL JACKS EA END STUDS EA END JACKS EA END STUDS EA END 1'- 4' (1) (2) (1) (2) 4'- 9' (2) (3) (2) (2) 9' - 16' (3) (3) (2) (3) HEADER ANCHOR NAILED TO TOP PLATES HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END (2) 2X12" 2SYP (2) LSTA 30 1 JOIST SQUASH BLOCK I -SPF STUD OR CONSTRUCTION GRADE F- au N 1j o TRUSS BRACING & BLOCKING -SPF STUD OR CONSTRUCTION GRADE .m z + + w FURRING & B.U.C. STRIP -#3 SYP PT 'd z zo ow m 0 o0 m U O w (UNLESS NOTED OTHERWISE ABOVE) #2 SOUTHERN YELLOW PINE WITH AN ALLOWABLE BENDING STRESS (Fb) LLJ pin oc w N PER NDS = 1250 PSI AND A MODULUS OF ELASTICITY = 1,600,000 PSI Q o w 0 v z m o + 6.2 DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR w 2 w O a it u- d d LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE, LATEST EDITION, HIB-LATEST a o z m J o m 00 STRUCT. SHEATHING EDITION AND QST-LATEST EDITION. CONTACT EARTH OR CONCRETE TO BE PRESSURE TREATED. (n 01¢ p ¢ LO ao oho 09 6.3 ALL EXPOSED WOOD OR WOOD IN WITH w � o rn ¢ 0 0 + 7/16" MIN. THK. - 2X6 BRACE NAILED NAIL w/8d COM. @ TO SIDE OF GABL 6.4 ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 a o 3 ¢ o + 3 O.C. EDGES & 6 TRUSS CHORDS 6.5 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED O.C. FIELD GABLE TRUSS o_ ao 4'-0" IN LENGTH AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. = z a Z NAIL TOP OF "T" OR GREATER 6.6 8d NAILS ARE RECOMMENDED FOR ALL SHEATHING NAILING. IF .099 DIA NAILS ARE USED ALL NAILING PATTERNS co TO GABLE TRUSS z''' m Cm 4 N m 10d @ 4" O.C. SHALL BE MODIFIED TO THE FOLLOWING SCHEDULE: (SEE 7/S6 FOR LOCATIONS) Cn z O p o �j m Z N /212d & (1) SINGLE OR 2 PLY 6.7 5/8" x 7" EXPANSION BOLT OR 1/2" x 8" A.B. BOLT MAY BE USED INTERCHANGABLY ¢ ov � O Oz SEE SCHEDULE CLIP EACH TRUSS i SIMPSON MTS12 w/ GIRDER TRUSS w ¢ - C7 = _ U. H 00 ►- '° 14-10d x 1 1/2" �� z H `-` Z �- W O (SEE ROOFCP C7�wo au- JLo REFER T 2-ROWS 12d NAILS STAGGERED @ PLAN FOR TYPE) „ z w a 0 0 ui z 0 E o 12" O/C EACH FACE OR 3-ROWS ' USP LTS20B w/10-16d w z cn m z o o °' 0 Z N u N FRAME OUT TO 26/S-4 OR 27/S-4 �° BLOCK EDGE _ Z O w - z oe Z 0 '� Z 12d NAILS STAGGERED @ 12" 0/C SEE 3/S-4 F TO GIRDER TRUSS o z = 3 C7 m 0 m * WHEN STUD LENGTH IS LESS —`FOR 2"x10" OR GREATER HEADER ADDITIONAL '° NAIL TRUSS BOTTOM NOTES: o Q g ~' a m ul �" °''` �' w o THAN 12" USE LSTA30 STRAPS INFO CHORD TO 2X4 DEAD w w �_ p w m -i twiN� N w w m 09 AT EACH STUD WRAPPED OVER WOOD w/16d @ 4"O.C. 2 2x4 SPF TOP PLATE TRUSSES MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS TO BEARING WALLS m o w � 0 a ? a a a o „ � er a TOP PLATE &NAILED TO HEADER SIMPSON LSTA30 w/ TRUSSES, GIRDERS, AND BEAM TIE DOWNS TO BE SIZED PER TRUSS MANUFAC- w J v a N o v w C s o v w 14-10d@48"O.C. =3> >a- a �� w EACH SIDE W/ 11 - 10d NAILS TURERS UPLIFT CALCULATIONS. ANY QUESTIONS AS TO THE SIZE, TYPE, OR � O Ir g m z O Cr a I- � m�� O DOUBLE 2 X 12 N0. 2 S.Y.P. ' (2) 2x12 w/ 1/2" O.S.B. (3) S.Y.P. 2x4 w/10d O Z f- o - I- ,� In ax w o a 16d NAILS @ HEADER W/ 1/2" FLITCH PLATE OR NAIL DEADWOOD, TO FLITCH PLATE @ 8" O.C. EACH WAY VALUE OF A NAIL, STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUCTURAL Y in 5 3 c� u)❑❑ u, rn ¢ a cn c) z o TOP PLATE w/16d ENGINEER OR ARCHITECT. 16" 0/C TYP. WI85 JOIST HEADER. (U.N.O.) � STUD ANCHORING: BEARING WALL NAIL PATTERN: � � ' - � ❑ 4" O.C. � 7/16" OSB W/8d STUD TO TOP PLATE: I. ---------------------------------------- FILLING AND BLOCKING AS SIMPSON LSTA 30 W/ 5/8" ALL THREAD ROD W/ � ,' ❑ COMMONS @ 6"i0N SIMPSON SET EPDXY 1. PLYWOOD AND SIDING: 1 DOUBLE 2"x4"—� REQUIRED FASTENED TO 14-10d @ 48" O.C. MAX EDGES & 12" IN; BOLTS WITH 4 1/2" EMBED TYP © © , ' ' CRIPPLE STUD HEADER W/(2) ROWS ( FIELD ) USE 8d NAILS @ 12" O.C. �2 4 YT.I FIELD PROVIDE SIMPSON (8 1/2" EMBED WHERE STEP (EDGE) USE 8d NAILS @ 6" O.C. i W OF 12d @16" 0/C UNLESS ------------- ?' TYPICAL (U.N.O.) DOWN OCCURS) INSTALL PER I ____ NOTED OTHERWISE SIMPSON SP HUC410 W/ 10 16d 5 FT.' 4FT---------- 2 T COL AND 18 - 1/4" X 2 1/4" MFG. SPECS. , - ❑ W/ 12 - 10d EA / 2. GYPSUM: 5 1 ' 2"x4" STUDS TYP. STUD TAP CONS TO MASONRY ( FIELD) USE 5d NAILS @ 10" O.C. _______'________________ N �1 COL. @ EACH END ( EDGE) USE 5d NAILS @ 7 O.C. ❑ USP HTT16 W 18 16d NAILS SIMPSON SP1 /( ) W 10-10dEA1 2X4SPF _ _ AND A 5/8" EXPANSION STUD G.C. AT 16" O.C. ROOF NAILING SCHEDULE: y N ANCHOR W/ 6"" ' ` CORD ;---BUILDER FRAME RADIUS NAILING ZONES ' © ( • 0 m ❑ EMBEDMENT U.N.O. OR 4 4 I in O'OFi�� 8 1/2" AT GARAGE STEP DOWN W/ E�EVS. AS REQUIRED HOLD DOWN CONNECTIONS N�' ' ' ' 16x16 COBEYOND P.T. #3 S.Y.P. 2x4 ZONE 1: 8d NAILS @ 6" O.C. IN FIELD W NOT REQUIRED @ BEARING P.T. BOT. PLATE BASE PLATE 8d NAILS @ 6' O.C. ON EDGE i N WALLS WITHOUT UPFIFT KNEEWALL @GABLE HIGH UPLIFT FRAME WALL ZONE 2: 8d NAILS @ 6" O.C. IN FIELD GYPSUM CEILING: USE 5d NAILS C� 7 O.C.13 8d NAILS @ 6" O.C.ON EDGE � - ❑ I J � r5E. GIRDER BEAM CONN. ZONE 3: 8d NAILS @ 4" O.C. IN FIELD Q N L11 WALL HEADER DETAIL 25 ENTRY FRONT WALL8d NAILS O.C. ON EDGE CONTRACTOR NOTE: a NO SCALE REV. 3/20/03 MJB N Q aj SCALE: N.T.S. REV. 10-28-03 AS. N.T.S. UPLIFT CAP.: w/ 2500 PSI CONC. = 1750# ALLOWABLE FASTENERS Q Li GRAVITY CAP @ BUILT-UP COLUMN (3) 2x4 SYP @ 8'-0" HT.=5175# ALL DRILLED AND EPDXIED HOLES A: CEMENT COATED SINKERS Q B: BRIGHT COMMONS MUST BE PROPERLY VACUUM, C: SPIRAL OR RING SHANK NAILS BRUSHED, AND BLOWN CLEAN PER D: CLIP HEAD GUN NAILS ",.; Z USP LSTA30 w/(11)-10d MFGR'S RECOMMENDATIONS TO ❑ TO TOP PLATE AND (11)-10d IIACHIEVE UPLIFT CAPACITY m ❑ TO STUD. MAYBE ANGLED 1O UP TO 10 DEG. USP LSTA24 W/ (18) -10d AT d @ 3"o.c. TYP. Z W 2'-0" O.C. MAXIMUM EXTERIOR STRUCTURAL p Z Q = Fn W 0 _ 2-2x4 SPF SHEATHING (MIN. 7/16") o O - _ > TOP PLATE < C'4 fr ~w C7 �¢ O p Z � O O O 3o 2-#2 SYP 2x12 OR WIF85 LjLU0 W p (3) S.P.F. 2x4 w/10d G.C. VERIFY INTERIOR 16 PRECAST LINTEL = < Z USP HTT16 @8" O.C. EA. SIDE 1/2" GYP. BOARD OR 2-2x4 SPF ¢ ¢ U w/18-16d NAILS 2x STUDS EXTERIOR STRUCTURAL TOP PLATE zz SHEATHING (MIN. 7/16") VERIFY W/ PLAN 8" CMU EXTERIOR WALL > Lo w EPDXY ANCHOR W/ 8 1/2" EMBED. W/ 1/2" ANCHOR BOLT N m � INSTALL PER MFG. SPECS. 6" FROM END OF EACH ,FF 0 a c i No. 2 P.T. 2x4 SILL PLATE. P CV �— BASE PLATE SEE 6 S-6 �` 2 X 4 CRIPPLE STUDS (n 0 0 AT 16" O.C. W/ SP4 TOP j � o r%230 EXT. FRAME CORNER g -F. AND LSTA12 BOTTOM �, M o � 6 HEADER OPENING SCALE: 1 1/2" = 1' 0" P 10MPSON LSTA30 W/ 22 - CN NO SCALE REV. 1-27-04 AS e� O w UPLIFT CAP. AT HEADER 1 STRAP EA. END - 1255# J SEE 3/S O J LLJ FOR STUD 2-#2 SYP 2x12 OR WIF85 () a U- o CONNECTION DOOR HDR. UNLESS NOTED OTHERWISE (SEE PLAN) F- Z M oz- �' S.P.F. 2x4 w/10d `.' O 0 0) I i:@8" O.C. ABOVE O Z p z w AN BELOW HDR. r*%ft - —J O o w o QNF-m w a 2 �<3w a w m No. 2 P.T. 2x4 U m w BASE PLATE > W 0 — Z c� LO J > }Oa 6A. HEADER OPENING r-i (n - Q 0 '~ o Z p_ z w NO SCALE R -- w Q V O a Z o U ul¢_ UPLIFT CAP. AT HEADER 1 STRAP EA. END - 1255# Q_ = g 0 SHEET NO. O V S-7 O z OF = N 25 co co w 0 > � LAST PLOT DATE N March 11, 2005 zo J DETAILS n 1/2" X 8" A. B o w¢ o y 4j Z m o o W 2 w w WASHERS o X w SET IN TYP. ¢ w ' .0 O Fn z Q cn FILLED CELL #5 VERTICAL FILLED CELL 0 U O� o U O o C MIN. 5 PER o x �- m o TIE -BEAM H w w JAMB. m o z U ' H m o (5) 1/2" DIA. x 8" SECTIONAL O a o¢ o y C o z "J" BOLTS OVERHEAD z M U- w z U PRECAST-]CONT. WOOD TRIM P.T. # , o DOOR o ¢ N o O U m LINTEL SYP 2 X 6 0 ;-, < o w o¢ w o • O wcnLu¢Z + 0 + O U OVERHEAD ¢ o 0 0 0 0° o U 2"x6" P.T. WOOD JA SECTIONAL ;� W 0 Z o Y 0 U m m-t DOOR TRACK Ix O w_ � z m o DOOR AND CONNECTION PE Wl 3/8" X 1 1/2" Q w w 0 d ' t ft U- N N GARAGE DOOR MANUFACTURER BIOLTLW G¢ o Z m a o m / GARAGE SLAB o TYP. GARAGE DOOR WASHER MIN. c < m ¢ m 0 °Q � � u�i�� ono ti� 6 PER TRACK w w o� a o 0 TRACK MOUNTING DETAIL TO JAMB. ® _ ¢>o3ao + + a 00 w 0 j X:z N z_ 5 SECT. OVERHEAD GAR. DOOR INSTALL 3 C7zw �o�o o� z a Z FASTEN PT 2X NAILER TO MASONRY p SCALE: N.T.S. w z ¢ U w (n LL O o W/ 3/16" X 3" TAPCONS 6" FROM 8 Z < o z M E * LLi � ENDS AND 16" O.0 MAX. FASTENING c� ,�; o m o a ~ 0 m ,n TO WINDOW TO BUCK RESPONSIBILITY w o cLLn m z nW, w v A�lz_j 0 OF WINDOW MANUFACTURER. "' z m 0J z o o c z N ==Zw� JF-Z� LLZs�,woom H O¢awcnn d'W 6 2X BUCK DETAIL SCALE: N.T.S. m w :3 0< D = p O LL op Z) o g �-8 ~ N ~ U- �0��=Z= Q� p�z�CD Iw- Ozi-o~��c�� O a=i-wo ¢ �Yu�c.�3cncn❑❑ �i rn¢a-(n U'-w o 13 W F. In Z ;N . -1 n U] a)6 A , Whin IL In a 00 � W i 13 13 0 Z W Z Fnx- ❑ W H En W J ❑ z (n 00- Z�_3c/7 Q N W M W U'1Q0p 30000 W_ < � 2 0zimcnLi W =�LHD F - Q Q U Z O U) > N (n x L6 z �'_ CV _O ¢ CV) �-I � o 0 Nt w L6�c N C:) w O o w U } w z N — _ ¢�o CY)O Z w p v o o Lo O U¢ z oz0 mr-O ri I..L.! Q N ~ LLJn-- _ c3< Z mmz LLJ O — O F U Lo J z 0 z w z V o Zo � g U �' ¢ O 0 SHEET N0. S-8LLI U ro*0 O zOF N 25 w m 0 �— o LAST PLOT DATE N March 11, 2005 0 Z DETAILS _-�Ir�JIJi JIYIIII�IYlYl11W1J:l�I ll l 1i JL i 6 b . l l I' 4" 14" 14" 14" 14" 14" DOOR LABEL PRODUCT ACCEPTANCE NUMBER - DSI-222 FINAL ANCHORING OF A WOOD FRAME LIP TO 5A X G'9 SINGLE INSWING UNIT W/WO SIDELRES PRODUCT ACCEPTANCE No.: DS1222 iel, , 2" TYP. Ig„ b 3 •• "D� E DL'!'.AIL AM M MOM Ni ATMOMM TO lINtNC .HIM A 4v Yt/ST taaarr osc9taw AND A % !CREW PER SrcREW SCHMUM -Jr LA=, f 01TAIL INIEN SMEM Is ATTACHED TO PFtRLIP3 %tAT NM Or'' 1M4 4" W Yrldl(E PLAT¢ ANO % 4 St;RE1Y WPt 6 0: / (T iNCt(=I:h1EDULG 4" TYP. DOOR LABEL PRODUCT ACCEPTANCE NUMBER - DDI-224 FINAL ANCHORNNr` nF A WOOD FRAME LIP TO 6'0„ DOUBLE INSWING UNIT PRODUCT ACCEPTANCE No.: D01224 30 -,=A' AC WAC TYP. 'g © - s 1/7„ TYP. -© 0- 'A' Of jr -07 I I 4 iM"^ j1+r-r 1/2- 4 L' t�- SCREW 504 LE -:Lox b v, PROPS rLAT HERO 10 x 1 3/4" PH(UJPS FLAT HEAD 10 x 2" PHf1 PS FLAT HEAD 1b X 3" PhxLUPS FLAT HEAD 4 1/2- s a/2- 2" TYP. --'i 411 14" TYP. HIN c� 9 7/8" 1r, LON 7 'aLoex "M wevnue TtiBie o1^ I��I �� 3 wsntteeTpres - 12" 14"' TYP. 30" ffE L_1 MJlt1-~� B' T 7 •B ,E, `B' HINGE DETAIL "G - LATCH DETAIL 1g4" TYP. 1,2•. 14" TYP. 30„ .�. 'C• 7 'A• 7 TMENHOLD 12.. 14" A4 7 7 O 5C Threshold j�.'4 1/2-1 4 1/2- ` 4 L/N♦_ TQ+ "D' AS9'RIGAL PLATE ws7auctLOHs Product Acceptance No: DSI-222 Size: up to 5'4 x ell inning (wood jamb) Connguration_ X, OXO, XO, OX 2'0 2'4 2'6 2,'R,..... 3-0 +80 -80 +80 -80 +80 -80 +SU -so.' 430 -80 wopoQut /SSiideelita +60 -60 +60- -60 ,4q Slagle (liar ed +75 •80 +64 -77 +60 -71 +56 f67 +50 . w5A -0) W/Sidelllea (Door don not meet 14WHO impact) Teat N 210-1997. 210-2024 Mtg. b.•: Nan Ya Plastics / Plompro LitvnFstnn. N) Q7039 NAN YA PLASTICS CORPORATION / PLASTPRO, INC. DISTINCTION FIBERGLASS DOOR PRODUCT APPROVAL TEST RESULTS INSWING: Opaque and Glazed Max Door Size: 5'4" x 6' 8" DESIGN PRESSURES OPAQUE GLAZED Description Door Sin magra Drawing# DowLiption Door§kg Pressures DmwiRS Single 210" x 698" +80 -90 99-01 Single 2'0" x 618" +75 -80 99-04 Single 204" x 6'8" +80 -80 99-01 Single 2Wt x 6'8" +64 -77 99-04 Single 2'6" x 6'8" +80 -80 99-01 Single 2'6" x 6'8" +60 -71 99-04 Single 2'8" x 6'8" +80 -80 99-01 Single 2'8" x 6'8" +56 -67 99-04 Single 3'0" x 618" +80 -80 99-01 Single 3'0" x 6'8" +50 -60 99-04 Single w/sl 2'8" x 618" +60 -60 99-01 Single w/sl 2'8" x 6'8" +50 -60 99-04 Single w/sl 3'0" x 618" +60 -60 99-01 Single w/sl 3'0" x 6'8" +50 -60 99-04 Configuration: X, OXO, XO, OX Teat ASTM E-330-90 _ TESTS Deaeriodoa Tat Loestlon Uniform Static National Certified Testing Lab Air Preoure Orlando. Florida _ Tut 11/03/1997 04/0111298 Certltyiog Florida Engineer Test Report # and 14ieertae Number 210-1987-4 , V'/ Barry Portnoy, 210 2024- Y, i, i, P. L No. 162258 AAMA 1302.5 Forced Entry Notional Certified Testing Lab and% Florida 11103/1997 00-1/12H 210-1987-42•1;1/ 210,W24-N r 4 Barry Portnoy P E No 1625 ASTM E293-91 Air Infiltration National Certified Testing Lab 11/03/1997 210-1987-/, M, 9' Barry Portnoy ASTM E331-90 QdwAo, gge* Notional Certified Testing Lab Q0111228 11/03/1997 210-2024'+,TG 210-1987-/,2,3 P. E. No. 16259 Deny Portnoy d 4/ 21Pl02024• No. 1 8 Product Acceptance/Label No: DSI-222 �-J-//�/f/�y'V NAN YA PLASTICS CORPORATION / PLASTPRO, INC, DISTINCTION FIBERGLASS DOOR PRODUCT APPROVAL TEST RESULTS INSWING: Opaque and Glazed Max Door Size: 6'0" x 6'8" DESIGN PRESSURES OPAQUE GLAZED Description Door Size Pressures Drawina # Description Door Size Pressures Drams Double 4'0" x 6'8" +74 -82 99-08 Double 4'0" x 618" +74 -74 99-06 Double 4'8" x 6'8" +64 -70 99-08 Double 4'8" x 6'8" +64 -64 99-06 Double 5'0" x 6'8" +60 -66 99-08 Double 510" x 6'8" +60 -60 99-06 Double 5'4" x 6'8" +56 -61 99-08 Double 5'4" x 618" +56 -56 99-06 Double 6'0" x 6'8" +50 -55 99-08 Double 6'0" x 618" +50 -50 99-06 Configuration: XX TESTS CertlWog Florida Engineer Test Description TestLocalioo Teat fate Teat Report M and LLeeote Number ASTM E-330-90 Uniform Static National Certified Testing Lab 10/03/1997 210.1993 Barry Portnoy Air Pressure Orlando, Florida 04101/1999 20-2024 _ P. B. No. 16258 AAMA 1302.5 Forced Entry National Certified Toting Lab 10/03/1997 210-1993 Barry Portnoy Orlando. Florida rot/ 8 21 224 P 199 0. 0 P. E, No. 16?58 - ASTM B283-91 Air infiltration National Certified Tenting Lab 10/03/1997 210-1993 Barry Portnoy _ Orlando. Florida _ 04/01/1998 210-2024 P. E. No. 16258 ASTM E331-96 Water National Certified Testing Lab 10/03/1997 210-1993 Barry Portnoy Pgnelratign Orlando. Florida 04/01/1998 210-2024 _ P. E. No. L6258 / Product Acceptance/Label No: DDI-224 /j DOOR LABEL PRODUCT ACCEPTANCE NUMBER - D8SI-226 SINGLE INSWING UNIT WIWO SIDELiTi S PRODUCT ACCEPTANCE No.: DBS1226 8" 6" ~ r 4 (D 7 I 12" TYP. III�JJI Jr 9 7/8" 7 12" TYP. 2S 1/2" '0' 7 • -O O 12" TYP. " r HIMGIs DETAIL "-07 O 'B pats: 12" TYP. 2g 1/2". ;"A• •B• WNW 900M AMW r0 MIST a A / r �E' tar"�u1a(a'W oc' A 8 I 1rl' 11 WIMULE AND A / 7 SGRl1Y P. 12" TYP. -O O 12" TYP. 25 1/2". •E ( 12" TYP. 1/2-1 4 2/2:-1 i-- 9(: M n 10 x 5x/8�RAT WAD WAD 4 1.0 x 1 3 4' PINUA+S FLAT HTAD a 10 x X, PtA 7 10 x 3" PKILUPS RAT NEW SQ6LOCK kOrGg. "B- LAr" DETAIL W" SIOELOE 6 ATTACHED TO LATCH A48 MC 8 x 1 3/4" PH4.L S FLAT WAD sY INSIT PLATS •AHo�SCREW M14" etF / 7 iRM SCNVXK.t 5 x OW SEE LOCK A eta (pPtwyq Product Acceptance No: D8SI-226 Size up to 54 x 8'0 Inswiag (wood jamb) Cooliguration: X, OXO. XO, OX 2'0 2'4 2'6 218 3'0 Single Opque +99 -99 +39 -99 +84 .84 +79 .79 +70-70 W/Sidgules -53.34 64.01 +50-60 Sins)COkma +99 -99 +89 -89 +34 -94 -79 -79 -70.70 W/Sidelli m -33.34 -64.01 +50 -60 (Door floes not me" wn3ik Imps) Teas 210-2024,45A,10M.12 Mk by: Nan Ya Plastics / Plootpro Livi aton. N) 07039 NAN YA PLASTICS CORPORATION / PLASTPRO, INC. DISTINCTION FIBERGLASS DOOR PRODUCT APPROVAL TEST RESULTS INSWING: Opaque and Glazed Max Door Size: 5'4" x 8'0" DESIGN PRESSURES OPAQUE GLAZED Description Door Size u Drawlax # Description Door Size Pressures Drawine # Single 2'0" x 8'0" +99 -99 99-01 Single 2'0" x 8'0" +99 -99 99-04 Single 2'4" x 810" +89 -89 99-01 Single 214" x 810" +89 -89 99-04 Single 2'6" x 8'0" +84 -84 99-01 Single 2'6" x 8'0" +84 -84 99-04 Single 2'8" x 8'0" +78 -78 99-01 Single 2'8" x 8'0" +79 -78 99-04 Single 3'0" x 8'0" +70 -70 99-01 Single 3'0" x 8'0" +70 -70 99-04 Single w/sl 5'4" x 8'0" +53 -64. 99-01 Single w/sl 5'4" x 8'0" +53 -64 99-04 Single w/sl 610" x 8'0" +50-60 99-01 Single w/sl 6'0" x 8'0" +50 -60 99-04 Configuration: X, OXO, XO, OX TESTS CartlWag Florida Engineer Test Dear tloo Tat Location lot Date Tat Report N andLicense Number ASTM E-330.90 Uniform Static National Certified Testing Lab 04/01/1998 210-2024- Barry Portnoy Air hasan Orlon&Floida 4,&6,10,11,12 P,E.No.16258__ AAMA 1302.5 Forced Entry National Certified Tenting Lab 04/01/1998 210-2024- Barry Portnoy Orlando Florida 4.5.6,10,11.12 P.fi_No. I6258 ASTM E283-91 Air infiltration National Certified Toting Lab 04/01/1998 210-2024- Barry Portnoy EWdds _ 4.5-6.10.11.12 P. E. Na 16258 ASTM B331-96 _Orloud"- water National Certified Testing Lab 04/01/`1999 210.2024- Barry Portnoy Penetration Orlando, Florida _, 4.5.6.10.11.12 --P• %.b 0. 16258 Product Acceptance/Label No: D8SI-226 n xw�I i 41r DOOR LABEL PRODUCT ACCEPTANCE NUMBER - D8DI-228 EJNAL &NCHO$fNG OF A wo D-ERME UP TO 6'0 X S'O - DOUBLE INSWING UNIT PRODUCT ACCEPTANCF, No.: 080122B 4" 12":TYP. 7 1r' TYP. -0 o - 12" TYP. = 51/2" `O 12" TYP. A •A 0 -C - -' O 12" TYP. =© Acrn/t 'NACTrvt ® = 12" TYP. -(D - 12" TYP. -® p p 1--. 1/2'. 4 1/2" SCJtEW SCHEOL&E 10 x S 8" PRILUtS "r HlAO PPNLt1PS FLAT HEAP PML1A•5 F1Ar HM 10 x 3^ -mair S FLAT NEAO 41 • �S+M crta+s HINGE D-vT'AIL C' LATCIf DETAIL nwL Leer "D" ASTRAGAL PLATE SCE wot WSTaI T*W (n„tlwwi) .96 NAN YA PLASTICS CORPORATION J PLASTPRO, INC, DISTINCTION FIBERGLASS DOOR PRODUCT APPROVAL TEST RESULTS INSWING: Opaque and Glazed Max Door Size: 6'0" x 8'0" DESIGN PRESSURES OPAQUE GLAZED Description Door SizePressures Drawing # Descriptionn Door Size Pressures Drawing # Double 4'0" x 8'0" +99 -99 99-09 Double 4'0" x 8'0" +99 -99 99-06 Double 4'8" x 8'0" +89 -99 99-08 Double 4'8" x 8'0" +89 -89 99-06 Double 5'0" x 8'0" +84 -84 99-08 Double 5'0" x 8'0" +84 -84 99-06 Double 5'4" x 8'0" +78 -78 99-08 Double 5'4" x 8'0" +78 -78 99-06 Double 6'0" x 8'0" +70 -70 99-08 Double 6'0" x 810" +70 -70 99-06 Configuration: XX TESTS Certifying Florida Engineer Test pmrillilgo Teat Location Test Date Ted Report N and Licesue Nstwk ASTM E-310-90 Unifxm Static National Certified Testing Lab 04/01/1998 210-2024- Barry Portnoy Air Preasuts Orlando Florida 10,11.12 P. L No. 16258 _ _ AAMA 1302.5 Forced Entry National Certified Toting Lab 04/01/1998 210-2024- Barry Portnoy Orlando Florida 10,11.12 P. E. No. 16261 ASTM E283.91 Air Infiltration National Certified Toting Lab 04/01/1998 210.2024- Barry Portnoy Orlando, Florida 10,11.12 P. E. No. 16258 ASTM E331-96 Water pen�Tation National Certified Testing Lab Qrlando Florida 04/01/1"1 210-2024. t0.11 12 Bany Portnoy P. E No 16258 Product AeceptancoUbei No: D8DI-228 LLJ U 0 z L1J < O0 LL LLJ w L Cr i. O LL � 0S X I- tr 0 a�Y¢ ¢pol Cr�wz p w Q a F- O Q afr�LU C/) ui 0) P Q�n6 �W�Y- J �rr j �w-j w9QZ� ao3ao O H 410 "1 t� 0 !� O w �.0 m 0 ii (n � a p z �Q Li -J •y = M Q 'v o (1) W ro<Cn LL Wq o ZMMO + C,4W?woa U- (N�pZm< O as Na d�a o w CDCn to ZoLL1 � Ui m U-j O O O wQvO f- TWO Lw00j(ALLZOW.W WZ(nMZ00 c to O CN (1)W= LLZgi.- o3'� N LiZI- °°MONZ O<CL W(na0 f-W-IF=-0: m"� 4)-r-(Lute O MLU 0 C�MN-I� o < � C W�V Q O 6LL09na- motto -INLLJOU�= CL uj C6r- OZ1.-OH��CSa'� I-Y(nU3(ncn(]❑ O ii SsirX(=; F Ol¢CL-()0Z fl o ❑ ZW ❑ W UI :3 ❑ 'I in y t Q J ❑ T Wm �O/ LL W W ❑ 0Mr N LL r- J Q N a r W r Q Z I- m:: W Z U ❑ ❑^ W 0 z W z nN� inp W H W J OZ(J) pOF=> W Q N W Q0 Z308 0 W J =QDI--Z Q� mm ❑J�rnL H N Q Q L) "3111M 6 Z N 0 x� () 'fe SHEET NO. LLJ o U '- E Z Q Z O zU)> Z p O Q Z aZEE w O d w _ of LLJ LLJ m = z O H LLJ U O } < ~ U z Lu n- Z O_ �..� Q S-9 r"M U) O LAST PLOT DATE October 2004 O Cv 11, PLASTIPRO DOOR DETAILS L A -MI DADE nMDA tr�f;'i�,tJ-i3A ��rt� BL��IvG iSI%IXIriG "p P"i. L` :OFFIC 4M }' 1�0 NNTSI' FLAOM. SMKT, SUM 1603 PRODUCT Ct11'V'MOL inrVISION '(�45) 37S»�94t FALX i3� �'tS-2:9D8 NOTICR 0`P ACCEPTANCIE! UA CexwnTeed Co rad _ 140t3 Unton Mfg Read glue Reif; PA.. 19422 ►S. Cory 'Ibisi iss N©A is be to �d .rind e S er the applacable xules and zegctlations the use of �axss�obox� t�riais. Thedocumatt$tion subruitted has been re v ievved b} mian—u; 7ade Co6ty pr+�ttc> Crmtral ih�isi�t and a,�epted. F. by the Zaxd of Ries auci Appeals ( CiiiA) to be>used tt ism ode (* ttnty;and rates a as whtrte allowed by the Authority Raving Jurisdiction (A ). This N€)A.shall not; be valid alfttsr the expiratift dateOaxed.below 17be' is iiA)ade Get? t duct 000001 ,y T?%vision C a€azrt 'l ode ouxttyj andtar ilk .Ad3 (txt areas other than Miami OR. Gauxt#y) res�xve t;xe,��ght o ' t ' productor bin kus taduc ar t zttaierial tested f t' eel ax t asa c;e th' actor xraa#ezza 't P � y pub .. � rs 1 fat€ s to ax m ihe.acer tW: i timer, the manufactawr wi-H: e,IN the expenk ctf hxestu and: A icy i r ediately revokes; th&[ f'y, or suspend � ust f s�uch'p�dctct ter rnaterisi>within . eir lun (ition. -BORA reserves the. right: to r evolxe this ace talks - . it • . . £ is de#ermuned lyiiaitm- Co Pxttiuc do C�ttt�c►1 '1? Division Hutt this, produot':or material fairto rneeet the Tequbmnents of the g0licable b444,00de. This product is.apprdyod as descnbecl herein, and has bew designed.<to coaVly:wfth tip 11igh- elocity XwTivane Zone of the: P7orida'.Buildiog Code, .Ur-WAUM, oN. Landmark 30 (and -AA) (aw,ti'Wil ..Track QR), landmark 4 (an, -�A (Anif WWOTrack QNY and Undmark 54'(xud-AR) I. ABF,LINTG: lEOch unit WW.1.bear a permanent label with; the manufact►r.er's pgw. or, login, Ityj staff a and following statement. Wiami-Dade; Gaivaty Prod4ct Control Approved", mess o erwiae' n6ted i"n. �?r'l�±'�iL of this NCSA shad be consic%Xred �� a �•a1. appli(an has bteti fxied arnd there no:. change in te,applicable building code negativOy acting the perfuaraancs of this profit. TE1t:. M, VON pf this :NOA.will occur a^k%r the: citlika iO4 date 6r if d ere has'been :a mvislon or change in the t auxials use, andlor u u racctiFre cif Ilia pr�oodutt or pxocess. hi isuse of'ih s idt A as an ditrscrnc of any product; fbr sales, advarti iirg any other purposes A" �'u'torra�tioally :fiernlinatc`this NOA.: i3ure Ltr c�ixtp%r with any section of this NOA shall be cause for terndmtion and T oval �i 7A. A 3 'EifTISE'►11ENTT: The NOA number pt ded by the words Ivftasntt„bad� atanky, r1orid47 and *mead by the'expiration date may be displayed in advertising literature. If any portion bhhe NGA is .dip#syed, then it shall be done in its entirety. INSPECTIOI t A:capy 0 f this entire<N0A shy$ he p ovided to, 1ho user lty i the mnuf h cut or:i:tr. tors azt d slsxa l are #tvsilable. fcrr ixtspectioan at the jtnb trite at the r pest of d w %ildin&:0ftioiaL Thug NOA consistsofpages l :through 4, The subriaitttd :doourtreztt`eti*a was reviewed by Frank zuioap. RRC AIMIL m :w, Expii�at;x�u ]Bate 021Q7 �trwallGlai�i 1?�'1'�71t} regi'I of 6. LABULING 6.1 Shingles shall be labeled with the`M aster ade Lop or the wordii g `°h+l rl IJade 1 oqunty. Product Control Approved". 7. 8L1L))j.NG PERM " it.EQLUEML-14T8 7.1` Application forbuilding permit shall be a66 ah ed by do ies of:the,f*116 virtg 7.1.1 This Notice of Acceptant~; 7.1.2 Arty other. doaurnenU reciuired by :Buz'ic1t Q*ial air the Applicable c0dl$jfi order tow0poly evaluate the nts tir►tt ofiists $3*e . DETAii� ,A "DI` AREA 2 WC A:� AABLY APP'I+E,UYAL C a Rooft Sub C fijo��= 07310 AWhalt Shales Dunensional p t Wood 1 ta4CEPl�.. INS revises Certaic►Teed 1<.andmark 30 and AR (and 'WideTrack Q11), CeritWzTeed La" rk 40 and' A:b (au4 '17�e rralck Q4 C.ertainnTeed Landmark 50 and AR (and WideTrack QFb) Shingles as rtby t...c.rtauixtTee4,Carparatpn desc3ibpd in .Section:2 of dais Notice of Acceptance. 2. i?$01 p► T DESCRW ice' �pec�'a�atuat C erti nteeei Lai 4=., k :30 a�td; ;13W x 38 r," PA 110 A heavy weight, 247lb/sq, dimensional AR (and 14, iii4 QR) asphalt shingle. Certalutced1afidniirk 40 and :} 3'/" x 38 l;" PA 110 A heavy weight, 2641b/sq, dimensional 1?at i. € ? asphalt Shingle; ( ez n eed.La 3tru •A 5o and 41%" x 381/a" PA 110 A heavyw+eight,.2961btsq, dimensional :R(axd Wide1ck. .) asp' hat sh". le. Accessory Shrixifs various proprietary Accessory shingles for hip, ridge and startar strip' applications. 3 E'4'XEi.slaRDr 1 r do ri#rs Ilabo.rasorie;., Inc..: 11684 t.ti., 790 0410VO I PRI Astahak Teftblvgies, Inc., I C TC-€31:42-01 PA 100 01112/0I CTC-006-02-0. 11/12/02 Uhiderwrttom abontories, Inc. 94NTK9632 Wind uplift resistance PA 107 1 wo/00 02�€�42448 11/0'8/02 4. i a l€ -Xn0NS 4 3 Fitt clacsx c�;lion zs :not pat of this =acceptance; refer to a current Approved Roofinig M atenals .f3ireetory for f"t ratings of this:product; kZ Mall taut be installedd tna x<sof xrtestt heights :in excess of 33 ft. 5. R TAU ATION s i S gl S shall be installed in Ca0ntplianc>e with R:bofmg.Application Standard RAS I I$, 5 2 %ash hg.shall b+e in aecc�z�€ia= ,w ib Roofing Application Standard 11S 3 ':'lie Mann faci;urer ThalI provide clearly written application instructiorts. 544 E-posure and courselayout.shall be to compliance with. Detail'A!, attached, ltitnilitt sh �11 arc ir}.:cAtr�pliawe with IJetuil:V, attached, NOA :eia.: 02-1219403 ,� . 'lxpi;„uilun piste: 42128107 Approval 10ate: 03/27/03 Pas Z of 4 .i, .< DETAILI B LAN1:3MAFW Sit, 40, 50 (AND AR) 13'114' i LANDMARK 30, 40f W(AND AR) . WlDf�T WCX 06 (ti,ciw clad StarideTd Sloes) =doiEte��tp�Yar eeaap: �wts.f��a� �x:x2) i t bero aeh lkLKtx+t 2 rtai i 3 1/A" 14 314 6 818",77 8 t1i3„ E,�ra: ._... ............ ..... t;A, 4mARK 30, 40, 50: (AND AEA) . WDETRACK 08 teep Slope). ?�0A Na. 02-l219.03 .' lrvIr.ah04Ditte 02-il E7 . , Expiration Date.'t12i:8147 Approval I)iite 1illtl3' ,Approval Date- 03127103 a 3 ei# 4 Page 4 of 4 1/2" x 8" A-B W/2" WASHER9- ----'- SET IN TYP, FILLED CELL w/ FILLED CELL #5 VERTICAL MIN. a PER . JAMB. {S) 1f2" DIA. x S" �.._ SECTIONAL % ! " f12 BOLTS OVERHEAD / f = DOOR COOT. WOOD TRIM P.T. t !'! SYP 2" X 6" .:. .. OVERHEAD 2"W P.T, 1N4C1 .iAM ------ DOOR TRACK . DOOR AND CONNECTION P. W/3/S" X'12%2"STE GARAGE DOOR MANUFACTURER BOLT L//AG x GARAGE SLAB TYP. GARAGE DOOR WASHER , kM-IN. `r 6 PER TRACK TRACK M U..�I � D TAI TO JAMB. � !4i W GAR. DOOR INSTALL "S5 f9GURE I: FLASHING INSTALLATION TION ROOF—S. -,\ka•: Yi i+ 6.. � x i:FV�tk?'�.'' J � �., �fi.i s # £>.'RY. ��,� s�H•a 3�tZ�Y:� 2 � .y i•t.:t:Sn.?a5 ✓ ..,�.s..?:t_, :�_ ?� ,..,...fix 3``Ytsri;:. �e�.� � "�, X 'E2 �� •� Fqj i r Y g x RURE 2: WALL r-INISH e�.X£i.{ia era •wit ;isw�s,s '� ,,,,.,..•. yam. ._,.,, °"i.J•.S:fR'�F: ah i';i� 'y' is # rfk' M,RgAlt SCAM N.T.I. �° hi:s57 ".�i astlj Vj..a.•.i#v FLASM N-6: IN 1-4 +imC iRiC6 i`iG\A`I d.,\Y� � ggyi.:F.y.Y.RhxaFG e... «.. WttfilA1 Le7a=G1 0 ?AIL: AN. 4Q8oY"F@'A�Lt�- I_ VlzfiirlCAB. Wt\fRE.'iFFi'EtisFe�'Ylt�dSB �zc�np waR t<xvs x ,:!,fix.: r�,r.,c•cc _ ,.:.. W 0 �O Q W0Cr� Qa2z M o w ai �•p O Q m W U x�Wo W �oz0 H O w w aLMYc¢- Cc o a w=�Oz 4) = co o 0 LLI IX QZfrO �� W J J Q OuJwNO ~O~ZQ �' Q H w m Q U I-- 5W—W E © O Cn W d + U) aoowo -J oM 0 LLIO 0 z O 1 V m N O U- < u'W=Ud ZM MO a ftoWoa =) _j + Cr� rmM N N O 66 JWJO Qo3ao + + �O va o0 �¢ z (a _ U) 3 T Z _ 0)w NW n?oo o� H N t— O m Wz¢v Z p z o O WLnm� W ~"00 z is- ui d F- i Q C7crwp �O WpaJ(no J p �- 0(0— E `two a.W wzNp=pZOzpaC H N � W= 'Y 20M oW—Za Z W — F- J 3 Z N Wzi- O — � M Ln Q 00�W'- OQa~>�ppm =Wto 14 apNN Cn�0< -J c4 z w rr 3 o � o O �M "�W , m . J �. 0J VaN 0 V�V Q � C6r- ~ pig=z�V� CD p .-t OL.I-�� - (Fo 1iu F5n❑ 0)<(L(nUZ In Qi i' N Lr O .s O ya Z�mZ H -CC M WO Im O�tZU W H1 RC a h=a DUs0> tiQaL S:3 H*Mt�i, LO > w-I �00 NZ L6 z O L) a o Q CV (n cD can U `.i 0 W o n 5 O Z> 2 W >- Ez V QZo z W Q Z > O Lu O U z 0 Z wo F- a LL w _ tr3a O m=Z H w U >- goLU Q a' z W z O aUj zo z a V cna= � SHEET NO. CL O U w S-10 10 u�eutH r ROOF DETAILS M A 5 T ,E.R 1-1-1 ........... 11....__ ....... A_� . , . S. H I N G L E . . .......... I .... � ..... ----------- - - �.-"-.�-.-.--�L-."---..-.".Ii�-.�.��.��.-I��,�-..--.-..�.�.-I� . I , I . . A P P L I .C, A T 0 R' $ M A 1kt A 1, . ..... ,�,,�-"��-�...-,-_�_._;�-i��-� . . ............. .. . . LAMINATED . .. . I SH]NIGGLE.....S. , . . . .., I , I . � � . I . � ,. � . I I � � I * . . ..... ... 1� . . .... _______1__1_______—_ aqxcnvu.�, , , , ml* bc 0** * 'Pow. over (be elplire root. Applyingj"Islitlm of fell , �.. . . , ..& , �Ivtw . , t I t.u.. lymil S-Ab. m"Plowe v"maw le, III *.I,. 1111 4�::.. 'Ift, & keira Ax, arrea rocedurefiriml,alli . I . . 11) . 149 :: . I . .. I I � willftwtowd. onekwer ofsWiligic. ittidcr*iiiteni-;Iiwo.%.,%-,�i,�j 1)4,A-,'f . 4minated shb�0e_vl -.1.1l.-I-111,11,�,�.11,111,111-11,111.11,111.1111.11,--l-1-1--l""I'�.,�"I ... 1-11,11,�111.11.1�'ll'-�11-111,11�,�l".�--- I I . fllller-.�:w OWSIbIrd Allow, , qi4red *1 ;,,i.atio n�6imum" . � LAII&MAW, slots, %100[now SIRIES, ZWT : 1.1 � j - 1 �: 1 t l . . j LAND11ARr 40: W 406 WOMARK, In , 3 Ill ;_ - ! " j 3. � 1:z �7 , i - I, .OWM,2ill 21 � I i I me, ;� 1. I 1 nese ihingle.q am IWIt (itra Muir glass hm,wlo providea Clus A * I I � � 1�� , "amAppuiO4.i - � I, , - . I i � �,� gt�,ij,j �. firtresistwe rafittiI, Wind warmfics. am graduated , aom4u . ... . 1A , I ;;,,- . ., . :;-.: i. I 11 - i , : 1' ,in the prx:iduals whrmxfy duradom A 30-yw sbiAgWe pm)des� a 70alpli , � ! " li .: : : � 4TUDMO : ". �, * vari(I wmwity, a 44-yorTrov-14m 80 llyph, a 50-year prilvide, I . 9(yqlh I I z , Vi�i. . . ; ::, , S#e Ap . i I I � \. . (4j,W1 I , I " .Aqda fimileXI-fifift'lle (krutittli �i war.clultell upto 11644A), , � �Ipl,�.IMI�V) I ; � i : � .1 \. . WIT-t The wwdwa fita*tge's whca fastenta'm th six luj,g to. "Oty i 11 ,�. ,,�,� W M i I z , \ , .... . the coinmort bptw WrA imiuld:0(with fmr m fulk" (,%, �*ww 1541),� I . - . �; 11 . � � �yo' 7� - : . LOW q�jm.AwWwf; : �w�.--.. '. � I . .1 *: 30�veltr filcreas(wtof* MKI , . .. .. ; - - " : ______1_1.'.' � 1.1 � 11 It 2? V) . , . _,'" ..... , &:11014,61v� g ,* I * 40wyear itttmai" to 90 MPH I . 1_7 --- , tingles . . I . $1600 - .* 5�)-�,(-Ari.tic.r(�,L;<�ito,l:].O,*dpij �107 r � (RoofAng 0mont is not required, exccp� oil stepep,:ldopcs.) �. . . � ;�qrw 15�� 1", skpf ffiy�wftwq� . * Wt)*&,cWa;idL,,tfidtivitOfM.itilgi�esho,y(�tlieit�i�,rAt�vr-frloltliy I . W-jaeuKk � owl fe afkm w1kh mhklz I 1/j`ml4c Imilim are,a ad .. 11 I I . � � * . 11m Itow. bkt� IMIJIff 10, ATJXAS'111,�l ".5. ; 1, . 11''.. ,. '. * (9 1. 4un) lhiv� . . , , I � . I .. . .. I 1, : spedath, fortlaiWed,41tudra4iork! hwAtro.fing mlwsk, (,*v f1wre 15-3) � '..", �. I mvood'Ar�liifi 1:,t,MM.)..I�kl�.i4�.(�oon-�v�eow. 'Oritomt4al I` (.6 11 . 11 11 .. I *.' lAndtIla.tk4OtR--ttietR*smtidsfojrh-npatire.M.,�Wt-i%i,Ttd*- I . I I . mm), difek t mid d0k, mxo.tif�tiiiredwi.O,i,,�t�r��i�tOn,s-,dftbt!r.O, ass sch%to,al, W, 221B , I C0W:WX41'A" CA.JMAM'� (A,j;L ftomls).� ,t."41i* 'kintorGuard . , I . . - dw 4 Impact resistAnce radog and It is also W n 11 . . �0 e re*mt I I ''. (tr fts ewlt-jkle i�sstrouoy reeommeilded wtieiever tht-,�reb, ..� I I , N(WE-- 1andmairk �10 IR mw tle instalbed ovot ac.lem O&A, (no - I � I , 1)(A I itfblli�- alce NOW -up, ytxg-owrO to owill tho 1AZ218 ratif*, it is strimigly.1woninkfuded I I . . , that Impul rel4stall I t 1: shillikk alade . froln 1 , I ,� I 4rV : W 30. I'll Wit,01es tie . I . . � I . �� S, - f.i.,�A�mff3NO�:��ito�066-r(m$.tmfl�4tiliginti.,�t beaw-4,R) help Im"Vent . 1. . I I I iostallf,d oil all hips 3Ad rlitq I �,,� Some im-uratwc oarrfe.�ih loav got , le*ks� whlt.w a roof Iftects a IN � Aniodwr roof; a,c.11lmaey or offiel, . . . , . c(As4der tbe roof smmem. Ils, comilliant it) UT 22114 (bits 4 uldwilt � - . obj,w� dulilpeoletrw��, a roof. . jinitact resi'stwit cm,) fihirglks� . I % � I , 'ki'l�N.G-",Sl�t,ti�.)��ealilAgin,ky,b.t.il4�layed.d.�shi6*.Rft',It)t)lie(I Lail&mrk TT is katique 4*raut,se 0, pwated Tri?twilinole.- , , - 1. ill rool wielatiter sod,may �e fijmher:dtla�lkld by *Wrwi, dust I � _ - � dofto.willbine", (!lfee layemof inwrial to T.traq,dea4tarmatically: wcwlliljaciosj� I if any shinglvs fmiw� not s�ajed *r a. mlwnable, , INK* -shingle widi:.a wew Aake S�yle, iftne J��:-Ji� I . *'�ldlflg lirg, lif Ileces"An'. , . lklidi the exceptioli of ilmidmark'rf, close(Walt wilqs im twa6yal I � � . . NIS by ctmawrl.-vA whell ajlj�kftg lhetie d)Jngft�, Oliva rafte ore � ckmas- u) jwmeof mackwi '. (111� . 'k"Shimil must I*ti suwlrllu.� V��,Afw I . Undmark TI.; howmy clovmd-cut remmincrI46d wheirt atilitying . ,,,, to ollov pw#�,ffmliog for:jl4p Adge,,; ao, rafle-r,1, ,,, �aheyb. w � als'o accqAtillter Woven vuflq's are. not r K."olan. tell", for I � � . I I . WARKVVAN;� Tht"_�"estimag I les Aloe warranied;agauw malmil"lovoug i= dowk T4, becawse dw 164iiiiiiiii,med,shingili can huekk and I . I I . � . , I : . : , I . . � k . . I I . I I . . defem And cowre-d* lly five (4 slire""60 prowaoo� cxx�ql '_1 lyM, become dan4ged -A hen shaptdintQ die v-Alcy, iNlails -am, recialre'd,as-, * . famwersfor Landmark TL� qapic, are not ,01Q,wet � . .. I . . J'alitolaiii-yi. Vviticilprovidw 14,4:5 O%N- Of �.ujrc$wrt and hiclukiks - I I .1 . I coverAw . d (Iispti�g co,'�m s,ec dlev�anty itself f�,w '. 14 ��amffo , . ,VfAND,W) OR STY031" SLOPE UNDRIKLUMEND: lbold c I . I 0 1. � _ q*cific dt"k and limilations" illidex4 �_Iirwet.�M%Wml)4s � I "'(W.1javis IsS t W." .d, - plu i . -69TYPP ,*'it m, � . . . I . . � u-'rufaced"s R,�os'e',�,��,;dc,,ct,,,%itiLt$(!Felt�'*,, ck Rool*`i*�"" is L � . * . � . I � � I .. fer toctolut 14formation on moptable � � A. 11 .1. - � , .1 )mvferred, . 40miloot alteirAli�.i.ig000Alionint.thios atilt maioriik�*: . I . . . 's �5 9 !9 f 'a' I Low uom v,NDERI AIVEN't, fine 4)vr ofWinw4�,uaA1: trr its I . �. . .. it a copf of ft prolluct woqi4l eantat tim Awc".1010006W .2 !&- t 20 I'll, . 0:3 i . . . .. .. equivalertt", 0'r two lay�,,v, of �61 (�)15 knin) wkiefek,slit4e un&iq- . I- .I , .Ybuvso wq� KTP_TN.PP1!tm , __ , / z �_ row! lappW 1911(481; *1111il) Most bf.,, appiked Wr tile etloft�roeit, 11-1--l-P.0i � -.1 .... - .......... _�� ; U0473Z4777 ,�__�� ... 1_. -, ..-I ...... 'i .... .. � �( 1 ,/ � .... 11. 1,11, 4 � I ... lj . 1, oldfl%y siopv. � oo. 0 1 Ill.�tr 'T, 'tafling I'MANI'a 1'"PORUN . Whc jxw ,rk T . . _q�q"o.,��q,ljo�tq��,,!N,,�6-:�-.,��, CettainTood fax�owDltqmaW _ * ��O - .. � .1.__%1'_ � I I'll . 1.40 21 . . , z , - / , 11-1 .... I . .. ... 11 :�ic of, %`iliterGoard or,311'e"Werit waierpmofilig, sh! 1191p: unde6mmerit 11 1 , . , . I, �, 11*0 swiltm � La um I 4 4 I 0 . � I . fiprre.l.��10.- "Mw-Cmmv . Dia4Ao)�,(it.3let�xmt'Li.�sWation schff*kok, For.oapph�.-� 111p aii�j f 41p. mpphi CertaiilTedd , . I "wVSS0rz(* SII11jle% Of A lik COW 1. , -,X, I ,\,�-1 ��4v_-." "'N .. , Z�, - 0 \� Soffit N , , � I Prity"a 084pate , voll . 011tion't . mdO . . tile toof WOK tr, � pfemd1tarmful, conew"Won ill walilr�,qtnd heat . Witi-IiAlf, swrimer. �__ " ,,v,N 1\ - 7 Iy,� . ;4� I . � I Aimb� __ . FASTENING Low AND STANDARD SLOPE 1.�'ll-l",----,�---".""...Irjlllp.o,p",� .. . .... ____ .... . ...... _______._ ENGLISH OWNSIONS . � VIZ V" 12" 5��.j 7:!:� 2 .. q � !,a __ i = 1. I , �14' " , � _Z__(306 mm'.1 , - % - �z-,`�?�5 fv!19- -,,�Xj!lIMF ; I' I F - "I .1 I I - I � I � I t fl.9 I - I % I V*a ..... : . - . :,,,_ 25 �%ntfl',� I I" (2.5 il"Hw-I -1 _J _0__,.&(1S ..,"I 1".(, . I i I 'Proper (;tt�,",kfj�,j ijn�*� 0vpf- ;Q��mnzzi I .111111.1-11r] I,-,.,-- 111i�ii._, Hilffing Dffv�,�e G4.,yell '111-2-- �.�!� ... � , " ", 11 .,: � /1 Hpalf,15,4 1110)I)VT 604(f ifflpr(�IWV W*?'4XWt ',-'I`i� �� n I , � �!.-,. . /�'/. "A - J , * ... , , -,,, 1. =11111�1 11 // 71:7 11 . rupciumm vw ock, � � .' (19 ouW duck or thicker, (wils Alust go . , , I ... I I I . METRI(DIMENSIONS. At � 0 #*0 idw tile deck. Oii thinijer tkcks� nailsmus(gw . lfw�zt 11 :, 9 � , ,./ , , i mm) ill ough tile kkch, 13" 1;.)` "., IT, at I J"al (J;z I Ir t -*� . tz � I t I east , I .�Lft, of 12 -ga ----Ik,�,2,�iliy)!)-�-1--131c,��-�l"!��.--i (325nim"'...- Xmis, mwt:bw I agk, rootok I , g llail�4 cf.4'rolkill-re"44ant, i . I 'S. Atteast r 015 min) iong, f � . &A w,ftli;tl:l(�i,q�l',��(�).iiiirli,�i"tq(L�,,ttl(I I . _ �-- I " (), 'allt " (2 5 m q .... . . I . 1. I . �,� t 1,5 mrn) :, t I tamblark 11.�r� ll-� ois "it least j 1, , lotl4g� + - - � -I- 11 - - - 4 , -1. 1__1.1_111.,_ ____ =1z_.1.__X_r . .- ... .. '. I /0 " .., / , I , . / ,, I ,z , , ,� , , , " � I 1 7 m, I 7/7 � I . :-��i��,��;:__ I :`X, I � ,�l',�,��:,:,:..,:�:li�:�i��::��.. . ,,,�,::: . ._,�: *'WI&Trad Q11 � _, . . jvl�,��,� I V,�*.,��]�, :�:�!��.�.,,.!�i��,'��;i.�, � " , , '. -Ir i:,i:.:. :j�.:,.!-�::::�;�:�j�:.�� , �, , �� T, !..?�� ' .. , , l ,�:� �: � L,u-.- : . ,,,, - - 'Z��, '5 .,, .)—,,--,, ',3 mm- " - Im" � , .,,� �, �l�_ "t", ;— ..o(.'P�'N t ,2_�, " (,12 i mr. .,'3 1, � 3 �1 ------ w:_ .: ... : � - I , . ��l M;� AM$ Tcsr. 1 . I . � _ ,1,4' - I 9; ! -------% "I !, , �Mmlftf I .1 1. t, ., ,�;, 'I � ,V$ & 'farm; d 11 i '""mr--l-mi"m . $tar4, , w: A �\ p�: I * '. , _ .. - I _., , _ I'Nw I - � I , " _ 4,_ ". !---V' i'�..s mn,� 1 � ,r_,:,�v�,�,_ � 7�i,l '61 'n ,�,,, ��;;�:. , Z) f'.!.M� 1 t,!,,,'m,� '. � kieawse !ape � 14; U - .!.� ,Z � ::. 6�,�-n!-., , m , ��:�; t I I ................. __._____..L_1_ .... . � ............ � ..... . , .. .� �,,"�:�.;__: �:r,��.,.��:�,��::�, �1� � �'�,:� I *.. ..'I ....... � ...... 1,� " t .... .1.. . . . , I , t�. , -.1- � 111.1-11- __ - �'� ........ , , bi , ____, ,__�11 , ��._ " �� . !,��. . i 1 _!__,___ 11 %_ __ **�,�i',�, ,. :f;, ��L�i :,,� ��. :.; �`� ." - " . of � *..', j�,� : �'l �4': �: �::'::�', :::: j'� - I �,'�:� �j!?'.4�!' ��;�� . �" . :� 11.1:..:::��; ;�:��..�.'.'�� , I , , .�� .1.1 : :.. , . ::,:!�,,, e, , " ///"... X. , ��A .. A, � = ',:.:i:.:::::,�:�4,:�.r 7 I/ i �f'. � ., - �.�,,i�,,.�,t N40a CT- �,/ x" / I - .. 1, �� . . ::::::�.�::,.��:�� _ .z /`� - - �� I , � ,, . --�A�.� ., - --*tm .. , i., '. :�=17111�111_ �_T�I�r," I. .. �� m .� , .- 11,11.�;:::::.: .. :!Y� .... :: :�:_:.;,o.. I . , , : 1 .... . . .. � . . ':�:. I Retwse Tape . . ... �:, �.: " - .1 .�.`;:i:.. I ..�...�;.. , :,i.i::. ..., .. -, I �:;1:1, I ".. .. ��%:%:�:: , ,IL.� . .. b I .�:. : :; ... "..".1 � I � 11 . I ....... � ,,4: " I .. 11 LANDMARK n ...... .1. I I , . I.. I , I I I � _ ": *\ ," 1',z � .�! �. �� : ... I" __, L � ," l'y �., _. I - 1. a -.A' i i W__ , .\� I , � ;.. I I FRONT ........ � ........ _ __- -1 ... ...... _ ............. " BACX � 1� ...... ..... , ; � UNDERSIDE ; � *_ ... ................. .. . . ... . .......... Q, 'u,"a- _d,r'"-, -B, 0 n d : OF'WP :,; . : z ! ..� . , ,11, . LAMINATE. ', I �o,,��,,,,.�.,..�,�lm""Nm-"Nimii-'ililiiwlmm-m "I", ".. , . I . ....... ............. ........ i..""; ... * LAYE I � 000.',' ,A " "' J-4' fw--_� �44,^ *,`,,'E,4'�.�g*,�: , .. . � _ '... I =1 )v - I I I I m""WOOK . '. � .E. �. j . : ; : �___i 1� . 1 F"Oueltgj*�r1wirin �'%dtlesive�strit . _, �n br a stronger bond; . � Hpm 15-3,� 9-itkll',,�,-��,(?B",fe"4"ti>v-,, �l n*kr nad arcyl rmd ^- msl,qmp�g k�i,.ti,-�e�7fit),'Jd(,4)1.�viplt<7tA�,$4- . (Afpr4r,-�.�;t,5 t,ERTA1NTrF6 11MV,(Ut APPLICATOFICS MANUAL . . IST(OURW'Apilly a hill Mijulit at 4 I h00-gy'NA �-Qj-jtej- oi Ihe . . 1. I ro(A. %6 dit� e(jV,, , .,#Ill Jett migp hellmirwith die td,ku-, of tile j, , , "imll.-V cokIr,q-#qPw.j5-1.?..) � I..,\,.:\ _'. , I . . 2�,' i , : ,,�_, I , .. I 11', ,,�,,--.z"L�l \ , � W ... N . \ I , IN- , ". .t ....... m2.,J. _- � .. , ..... -, - ., , � . .�, I \ 11 �,N . *,�Ivllwl: . ,,, �, \ A * �. " * , . , .".1 1�\,�,�,\ ._'�-__ .............. . � , , , I 11 \ k '� ' , \�L ,�\"__ \ � ,�\ \ V, 1. y ,,\� \ \\\ �, \ \ \ I \ N�, �, .11 \ '\ .\- � . ,,�X, . %. �\- \, I � "'W" \ ,I., - . 1. \�x \ )V,a,,6%� . \� �---.- , . I "\� N \ \ � ., 4_,:� .- , I vl� NS � z ,,,� ��:?�� "I �' , _�,_�__., ..'� `11'\' ""'Ot" I .1 , 1, I . I \ - 11 \1" A ' ,"� .. - %., . . %� ,�., .\�' I ,�10� % -Y I.il. - 11 � RN\ .. % �\x _ , �00.\ is�, 14 �') , �, C ,� "'%I � � L ... 01 � ,� , " I , - , , &\ \ \ \" _ ,". I - I�Ab\` I I " .1, I , I—, I .., 1� - "A.- I , - . � . ,N,�\ I ,'�:, - . . " \ 11 \ �. ,Z,I�P�l 011- I , 7 ,,,�,,� , *k\,;��, \ \ \ - __ P - �*N' "'. , N��-k$" w,\P , A ,_ - . : , N\ k, 't �,,-��`_,� �� '�-' \ , ,..�--, ,,: __ P'V " ,� :,i"'��-,-\��l�A*,�-\-�11--'�'-�.'. �,�'�' . " ", L'. " " , N 'v '. . n� ,... _, ,_ �:�,� __*11,:f'�zt:� 0-1�. . W""VI" '1� - ��.'- * . .1 - ��,%,, ""..." N111 1�1-1 , , , "' ,� I"'. n"o,", 1,t"'% . k U I � I ,I I I- �� , i � � 1,� ;� � . .. . * * , . � F)?"wv o4i.w 6,iw tbe jitst 5: , 6VA I W014, , , 'k �, wwvmr tirmwk, " Nal If U dims"mior's OPT * , lx'Wfl-�,) , a 1�� I .. 1. �, '2.mi 'MROUS�11.,�Tu COIRSM: .... z,____._�_,______ ... . ........ � ... ,,,,-��4'.�--,,�,��--�i�.4�-"�� ... � ........ � ... . .. 11111 CAUVOIN fdu*Vti),(r)Vokvir-sirticlWns*.I)$I�ikI . I T, , , �. � � ,-.) ..owwilibring �oitiis (no �4.w 1%, We I eflim-widivay cltmeumOlwm., piluenrs! . � �.I..".�-.11----------,.�,.---,.�.---,,�� .... . . ___,______1 .... 111___ I � cut 5 �,,r ofi, the*ft eild of ihejjn',�s 0 �Le . .1,hhlo jijiijj:�4v,� Oils, pic -Jor . '- 1. ,v, - TQ* Wil" piece: over ,,tiL�rti�e.,A%*�:tlw..�3t'.�'(34"z�f�i,-.:[�,�do.).,W.�,I :51 " , alld1how. �iR�,qt,.Cotlf-,A'�'h.W��li�.4:�,w�;Ot�.b�'*'M5 I$— t 0 - t,'. umprtio " . Oc dic nlu�eabl sbirtg . I . .�e ew�xksed O.(Vkm 45,1;q'.), , I . ,Z, cm i I 14� (d (he Arst shlnal(� of thL 4W.d cottm, lim savi."Ilj.,� for _ , :: . 1 'I, � I... 'alecilo ��iC�2-/�,(��>8-�/.,i;,fot:1.2.w hulg plecr over I . I � . . I , A., atilt akm te wond-coursv shing , _ .. ,� 3. Appl�r1be0mi � owslY Kmov0t I I QV;. lqftq*-�e QW. sild -alluve the . . I I � . . Jurd-cotir '�� I tle,ftingie� . i '54"'long .iecefroffidw�;vcojld ,. .c. I qliilt, flw_:Prj0ous4y moov,L , .P '. , �, . .. . , _ , , � �,Atlrx, I - 'r the fourdl�vw -41141e. w mwvv:i4d allov rsi? i. Icstall a foushiqle. evil � vthist tile rig Aip-0i ,*61gle it, .1 . � . ,Iit P . �. , 1 1 �1.011 Ww .1 CON11NAlNifil.1111t I.M.-WHIEt I 8e4iftofn�Ag . wa vith a ribIl 011.00c,* rwactk� five�cour.". pattem , op dkeleft fli.kz� . * , jurscls 4, fill -ilk C( arcmi the Toof ill a mqve4 (ult'gow fash.Jol) uOng . . . - f,t�l�qtiql,,N,T)64161.r�toc.otir$v,sl.lok.w�tiioo6 I .. I � . , - .. ler v .rtol I,Mpowmvr,I)Q:Iiotgliqgly)i1.k4$6f�llil(lp ffoku. , "r ft . , '. *1$ do . owle antlowr 1�gwre 15,i. t,wfilffmtd�,15r emyfitd &N1k*,, 119 STEP SLOPE I Use -zix vlails "trid four spols of uphalt rooflng cement foc cwry full Waill0ted 1.Zhiogle, See bet(Ak? A301talt Mofitkg C011011,41oold meol . . � ASTM.04586 Tye 11, Appl%� I:: spol,q.of a�tlfgjlt roofitig mineot urider uch coml. alid at Aboat I.V to 1.3" in froln eacli 'I'dge. � I WOLISH DWENSIONS ; . ....... .. ... 0I,��i .... _.�"._ .... 9 ......... *-��_ .... 1 ,: 1� _ ..... _� ", z ; . I : . _ � i i�`W*) m,w" i (��30 lmm) :� ��.i:!,, inw) � I i i ; , � � , w 1...,;t� %,", � . ..... 1,)";�c- — z : i , � I : . . I z . I t . . . I � i'4,), wn) 7 z : i � Z61".. 4,%,. a 1" , t ., ty � : t I � � z : ; � , I ; Ill 4 1�ea� " i ; 4 � ;. : � , 11A % z , , t . I : : r,�, ...)m)" .._.,, - .. I-.-. (45 min, I I : � , - L - I I .1 � !, , . . " ... I . . - - - : - t- -1 - , --i - - - � � . 1 - "" , - Lt_11:1� - ._7_..'._ 1 ` I +_ . I - .. %, 11, 1-111-11 - . ,,, -1. ,1111 , " . 11 - 11 --l- , . _ ; ".. 11. 1V " , I ; ,_: 1- I , � .,,� , A.- � ". I 1, NZ.1 , , ..... .." , " ., , , .0 , - ".. I , XW1 , L " .-- - _ � , , lim (mmml 1 # # ,',2, ,I), � z ! zRoofing cam"tj . I � ............. - ........ ..... 4 ............. I.- ............ ....... .. . .......... � . MERIC DIMENSIONS � -, ., I *3 � I ,: ... . .. ...... .. � J-J�Iq% .. . . ....... ..... Vjz� , _.. � , ,z "I - I �. I :. i l , %; 0 , , . C,Wl� 'mv "I � i ",49 ,t � , �Z,! ,") , : I 1 ! � .. W11i I .1 � � : t , : - � i .. .,.-! z . I i 10 r , M If,'. ;� . �,�, , i . I � : 1 i-a)s !!!-m,� z I " 1 � I i I �,`C,`, ��!'-,fl ;: , ! . m I � . 1 z I sealaw 1 1 1, , I .-I . - .- _d_... : -� - (25 twO � i i i C2�: rf�m�_ I _ , _j .j - - _j ,_ - _11 -4 - - - " , � 11'1w`� ": - ""' �� / , -,-! � I � --,-, , .1 ,� , .,/ 'v , ,.I---.F �--- ��, , , _____.y , ,�� .. �! (2.5 1,mll" , ... ".. . . . . . . . . ..�-",,�. .1.1. I .Zf, , ntv 11 .11 : I z � R In cemalif i z � : t........ � ....... __ ........ ;_0of1_q ..... . .... . . ___: ..... 1 ......... L ..... 11'.; * wideTrack Q8 ONE CLEAN -DICK. APPLICATION ME THOD FOR ENOLISH DIMENSION SHINGLES .... 1 ..... . .... ___ ....... .... � ....... __ ......... . lillillillop, ........ 11 ......... r .... � .. . ................ � ...... - FIVE -(OUR$( DIAWNAL METHOD (-SWINS AND FOURMNS-) PUPAR041W.141F DUK +Appiy underlayment, as required. cmain'reed suggpz (flat a la�*+r of shlogje underlayment brapplied. For tit, f'we. nating. i , tiflAterlaynicat isgwit:m1ky jvkjwlvd..,q)pi� flat and wwrialded. 0 Swap boriallital and vertital chalkhoes, tomsureshit%k-, will he commly aligfled. Expost, .111 shhlg�t.� 3' (I 2i rilm.). . I ,�-i` - I , A .; I.- � . _._� I— 1,�',�L" -,-.--.-i- Of " , " __ : : � - 1 ,'34�R rliin, ! i254 i,!�tn,) � ( ':';, ,�'-! i �), 7 0! ,Fj.om 15-6. Skm",d 444-w smArtk�i1molt Mld,ffteer driP vvi"kw lletoib, : ; I : i . ..... 1�o"l.""....- : ! ... 1,��:,:�I . � . : : . . . i ; "TAXITS COURSE: i . S I � �,,M,l mm! 2 � ; � i2l)" ml'� I I z ; z : I I k( 10, 13k S , _, ,J,L), -e, 'L � . . - � � � � - - 1, UW temlifteed Stader (itre-o or its staidard till �e- -- t� i '."2 : : T ,qt,!'.,) �' - --w 'Ies rith (Ile tower F tab pollions relvicived to . . . _6 tm it" � "", . I , � , �� , � ,! tall self , .,*Ig I . ! "'hing , w , � : _,t�z ; i � I ; . I 1�eiew ; , "e a t 'i ... ..... L ... � ...... . �+ ", ............ � ....... -t .. ... . * ,,, * .. ... ....... i finivideslarcershingle,,� that are 7 " ill beig;I)t (hOm 15-7). '141 ANI�, I- ...... ... I ....... 11. .. ..... ... z...W1`.L . : . ..... . . * "', 'M . . . . . . . . " . I ... FI,k� � . .. . %_,.; _ �-, 'w'T . , � ......... SW � ... � ; - . I !! /I � 't 1136:� (91f, mr��,� . ....... ............. _t 1 ; . "", � - , . ! : : . 'I ' L .1 ,'' . . / . . - V . ..... ... LL ............ ........... ... �, Z ... .1 I.,. . �� ", , , . I " �� . i fuli 1.0,10h ; I .. f,� 2 1 - .- - I __ �,� ., " -mr , : l,�) im'm` � ..., 141 i,25ei -.1 . f + i . z � "I'll ... 1_.1.1 ... 11.,.1. : �Rli�!�",�!!!!!��t ... 1.1 ... .. .. ..... 1., i � _ Starte, �,,'i)iflu� �!� (180 mat) I LANDMARK T1, IL - - - - - -- ! - . 7 .. .11 11 .. .... 11. .',_ .. . ...... __ '! i :! . ........ 15` _�_fc-,� ....... � . ... .. 1 �'; P a m 11 v V, 11 I . . 11� t ; � f i f" s a "; . ..", f ; i 0 Z) $ ; : I , z : i�! '" � , , - ;,-'�',,. ;�,ejt% z : ;L�W �moz� 254,��m� � . _ �L z .11, 1111111, 1 1.!�1111 -11 11111 1 1 11_ ._ ... ... __ _ �; : �� i � I � . . t : �; ,.,,..! � � _.. i'� : � �_ !,,'.' _�z t I I : '. � I . z .5, k s. : .0r, , � - �izz*,,J�; � Ph � * � i "'Vow 45-7, 'Alke SlodersbhkiLks 1?1� il�,Omm*IA� the fouxv, b I ! ) �nr � I � , %, " .11,� � � ; '3 , .1 , . .. ....... . _ I r : , :� � ,,, I � q t 2. For tile hrst suamer�. (tit 77, froln i-.,ae sid(, fst the Starter shljl�lcs. . .... � : ; : , ,i125,-,i1m1 : . . : :,x.:� r�m)4 _". 3� API)kV the '24t: Pi('Ce� if) ill(! low(I leh comer of the toof, Vulie wm : � � : I . . . . . . . . ..... ... ... . . .... .... : � I there is t��" overhallgill,61 dli� I'akes and etayvs it drip edge is being 1,11.11,11.1, .. I I'/ �', � � � "'I., I � .. .., wscd. if vo. are flot il'sing drip edge., tlw�,e (tie. oVk%IIal1,g,�4i`. I- * ... � j . ,-,..I" '. u 11 / I I I , , . . * . , 0 � ,7 ,* ... � -, ,,,,, ,,, '. "I 11 f 6 t"Im" . ffl. , 2 � i I g � 4arte.)_."'hill,glez; fol, the rk-m of the coll;�e. ; IT'. . I . I .., 4. LW(1111 36" 143o L '7*' �Vjde �' A06fling to t t 1111111111.1.1.11 :11 .......... _.,___.� 1� 1.1.111.1. 11111111.11i I . . figyrre 15 5 - 6("Ift naffit &#dfijt0,%1)oA: q/' . cuphedi nxfi�qi comw" 1,W,z,KY,?s1qpa,� (A1110N. KKci-XNi* us*.� oj rwhog (eillent con. ulu�f. s'fiiflg)eS to wistet J40 (11wPlor 15 CERTAINTEED S1111INGIX APPIACAT01�5 MAINVAL . -_- ZNDTHROIJOH 5111 COURSES' 111111 -1--l.- ..... � .... _111111111111-1 ........... c��,.00111111110__ ........ _,_ ... ........ "I .... ____,_____ . ...... ------ 1�1-0111kA1h--1_____11_._111 ! CHIMNEY FLASHING ONE ROOF -OVER METHOD FOR __________.1__11_1___ I ___1____, 711111 ..... .... ........ _ ...... � .......... 1.1111w ".., ... � ... 1.1.11 ...... 111.111 ....... 111.1111 ...... 11-1.1 ENGLISH DIMENSION �SH I INGLIS C.,%UT10*0 Failure to rolfokv fit'simcurls stqw. 1-5, below will bling . . I Metal Stop Flashing ____, . ....... "I'l""I'----",-�l-,%'--4.0op-111,�,,-,-,�,,-,-,�-,,,, - - - -- ------- i6ims too clost togr'ber ar)(1 may. (�..'Illie linaltrActive. patterri'M ... a- - .... ._1 . ......... - .............. � .............. - - ------ 1 - — --------- - - _,---,.1.1 . I PRWARING THE ROOF J, ("to 7, oR tile JeA (!,11<1 oi f1m. flo'l Alikg1c and save alis'-picce for ;;. I ' - 7", SURfA(f FOR REROOFING hatmose.Appil, dw. !"', ltiiig piecz.over aad,Alow, die first,coorso I j- `� ''." � ' // 7 " shin0pe, For this alld all swc,eedillo, cotimest alfign file U)P edp, 2"(�%l 11TV1) I "I 1."' '�t8o-.,Ilm� *: Muke t1w. Sulfur okbe old Toof ns 'wooth aspossihit, by repWilig I . / � 11 . � -hing -I� , winim�um . , , ,,,,-. �.jz-, .,lrr' WI shitip't,s, ,91*t mi Ira at 41 butA , rk-ed u4s And of the " , If' to he k ,pk�,<l I'vith dw, bottom �dp of old ,�,NnitI6 J,:: , , n,,Irn olissi 9 , it It, ...led I . I : I . �o the riml coltrse, 1."x-pos; � rxf AN course outyls rodncil,4 to 3'.. 3'� f k" 1 1 mi ctirling "Aliagles. . 'Ift , . , , *14 mlflirmull� * W., a good idea to clit okiA "Ics liack fill'sh to the rak(N, .�, clit j �r off tile AN shOgIc ofille third mil"se a114 sive this for , and eaves. tater bg�lall the l-�' long pioce wel, and ob-0 tile. second- F"INm 15-13- StepfluAi1q, atiplimom dinic'm0mir. f"otir-W. sWilo I � + we ��klgqesl that You Apply C,(�.Vtl)6sit)J,I-re.,-4,�.,-iatxt,ih-ii) e(k�e Awl� the . e. . _ . . rake.ti und (1-swcs� coverimit.-the edges of life, 4uI(bhkt,*.,5, This will 3. Aptity tilt- PWViOtflik r(`.W1,WW1 Ill" 101199k-'e '�%Vr AY14 ahow -lie + , 11 � �NQ,T�6: cst '+75&� ot ineire. for l4etric kitmettsion and proyllic it widorm and smAight edge that will help preMit mater , 'tiftiple. 11 . third,tourse ,,, I.in dMar k. TL sbitt,qfts � fyoul qeepillg under dic slit q . - . .. [We edges. 4, Ap,ply thi� jmmowh celmwe.d I �� long+L 1*1�e front div� �econd � ,e over wid abotc! the P -cowse shingiv. 11`*�d em-Wr ........... 11.1 1.,.,;v.A 0011syW COMOINED W11H THE, "V900W cours forth . ^ , ' , - I V 1 j � I '11'iUim�f fiashi,,n ,,, / \ . . jpq�jj a foll s,11jr1gli, aj�kimo the tight,edgi! of each shillov it. + :�Stl_ '--� - ------t I DIAGONAL METHOD ("SEVINS AND FOURTONS � ", � / . colinw. <)It(" lfjrol�o, t five. 11(�.nlellllw that Collme one, sblllgles are 11 W.,Z��ma t: � � �iriq i i 1_7 / 4,0111. ,\`esIWq1n i.s preferred oyer'bridg,iti!"mediods wh(�Areroofljlg . . 1. � . 11 i /I,--,- .."', N ,t,�, I 'e,% ,mlly, I 01 Wide. , tletallse Ile""ling shedi; *.,At(*Ir lift and looks befter. N mlngt as I i -11, . � I � , �Z'-4'��? ibe - . er s --mb asl - ,c - ,,, ,.� ___1 I / � CoNam"t-in , 11,p TfIr. Row . 1, 1i t , , --.-..--,- descri .d btlow, i,,� art czy applicAtion (tv s;luam �lftdt Strip I t y . ; :,, r .... �� , 1. - � . � ire covixing a difff"few type or , -with a full '.0hill, , "Imit thefive-course patleIr. ... _�=,�_ 41 ',zt:,_j- n�� , . !! bil to. es With -a 5 trxpfmtrj� if yOu I I i Beglilrliltg agalp � . __k.�---_ - .. , I . , � ...... � .1 it _ ," -, t I I I ... 11 . . 11 -, t shiogle, Yo' . -at tiestiog is i e, : , t Ill � , ,,, �.�,,', �" , . . . " I omy 1wed1t) citt I.Kch tile tult$ so (It " up, lile left uk tt,,�, :. � _ , , . I . . , .. ,� �,�,z, � ._a�.1K:- +, ".,�'. " - , � ... �F�,sf�o pos;ble. To 410 (his , 0 joading ek�c of all old ,-onn"gles, .1, s , ,4- - .. ;; - 'Y' . 11. I ,, sitlxpl�� cla off.11 . � filka mimes ��Icros:� tile roof ioa suppo UtgotilliJiNhioll It, ing * � . '.. � , .. � I FlAbing when dity are lallpell te," "I 4l,I�' by tile nevir shh�glvnq. This perrilits hiogles Do not, ron cottn'e�sfraigltf across� . I _ I + . , I ... I . full S , , It , 1. * .... , x 1, 1, , , I , I , . I . � - , . ,. ... - - ,:' 11 To Roof 4 i 0 If " �!. �.:� , U ., and shlitlim. - . , � , - , A Pat nested allplication that �ulljw 14W odge-, -wr thim 3 �'2` front C, .� I �, - , I- - . , Im-POWrANIT 1.)cf tloi Aign towts ofiihiu�k,s (.-tw, oum"e; _,.�,,, t z !/ 11 I ., . I . I �! � ", I, / / '7 - 1- +-.-k�, /�/ - . I � 'r. i / ,/ // // / __?,.� I / � .1 I .1 I , � olle anoiller, a"Ibfmg i " �/.V_ , I I I I I/E/ " 7 .1� 111�1_7 , .,,.�' I ..+ �. / I / ��,F,,�,� , , , I .1, 1� . �/_,�/ .' � I ", I , . ,�Zm , , � _ I .. —_ _ ..... _,___Wdwm�____ , / I . . . '. -XII , $1 �_ . : `9"',"'�'� ' * .,� _ ' ONE ROOF-OVIR METHOD -, � - � �* � ',�,!,j,' , � " . � . . . I I I I - ., . - _ . 3_7Z , 11 � . + , , " � .11 / / , . ., , .. � ,�,� - -- .. /,.! m, . I . I . :,_,__,_-.- , / 4 _ 'L I 0,xhoo FOR METRIC DIMENSION A140 I ":--- e / 'I-, 1, - I .* , , , , � I .-,&I;w,,,,,q, Z�4 1 _� Qk.-� "I 1, , I 'I,-,-,--- -:11 t_1111�, - - ..." ,. 1, V. ... - . I . - .�5 1/1 / ,�,.,cc, , I'll I . � LANDMARK TL'SNINGLES _ 1 11 --- "'', " � , . .. I I" 11 , , � _ . , " ". .......... � ........ 111 ....................................... 444W -,* ..... 111111 I I � / I -1 , _� :4�f7 - I I � . - 1�1 I .. . _ I ;-1w _ ,_ , ,,:<',, / . + . 1. I - vie'awdock Appholioll tif Ittew swosie"', Art. - I /. I "I _. I .. .. L . - I,_ . N ,.", % I .. I bw some inelbod used ,ffI . �. 1, _1, I . "�, , I . I ," - I I I . �,. , I 'I-,. I I . I If 5 � , �.;, ye, I . I wd for rookrwer�. �ppitutiorl of thew sbutIle's otwb - I 0new I . .0.�,._ 4 . . .�k* 7 - it , . us 101.1 ,�/ I , 1� . �,� . , ., 21 I I -1: f ( ,- , � �V�"/ <� .� *1�,j,-�, -, I , "Irv,.,5�� . ., t I A, . , , Sion Alingim is INA recolmilwilded - chle 0 the hi3O,! Co's o w i4firm � �1,1 I " . I �. / I 1. , , . �. , "I. ,. 7 , I ',,,,,' I- � ... I . * 1, , ,?I'- I i , (I,OPltc,r,i..i,qliof��!rl�(�i-e..rro.c. " , i ,,..� ,,.� /. - sllip.w �_ _10 �i/(, I _,�e,, , , � . , , 11 11,1�,,,,. q.1,>. � "' ��11 , I 1. LL r-.1- :�, 1-1 " __ - I Ayw - .11 . 11, 1. 1_�_ I �, ........ . . ......... _.. -.,,--�--�'��-,",'.'��.�-��.,.-�. � ... k --f-I -.1 ........ 1-1 I N__, , , 1_�'. .+ . , __ ... .... __.1..11_1_11 ... 1-111-1 ....... 11.11-ddelm . . . ......... . ....... __ , �Z., , I -,-"- I .... ** ........... * "" "" - � , -0�/,.�� 11�y, _<_ HIPS AND RJDOES .1, �, . t � I i -, n� m*' .1 '70. '. 11 i'__ ��, I+,,. I ,,, , ,/ - :. I _z��Z,,_,, -, ,..�,��,, 1 ..... I .... - ........ _ ............... � .... _1.11r141111P1..__1 ....... 11 . ..... 1 ...... -.1-- I , "r, � 1 -,��11�� 11 ., z t 1: ,_"-, '-,,,, Z��, - ....... I l"'. . -'Z' 1, 1. .-. tt,J I � "I., . I V .11 + , - - ---- . . . . . . � � . -C 7'��-P, - 4. : I - - -11L. __ S14ADOW Wr WESSORY-SHINGLIS I'll " I . _� Z F�qvre 15� 15,, Acww(6ermv OjeWa*, 24sted I , - "': , 1-11" " � Jr W. , r 1�.`jc_ , .. ? FOR APS AND RIDGES mllll ,_'*' - .., �. I z - I I z I , .. 44. I 1: I Vr.4KJ+u WrIltslik sbadow pjftt Alit gles JIaV(+, al� arctatfA -JI'Adow llw dial is do"jgjie.(1 to . - � . . ,he lul;R all , - I , d.the top r from staodard .�,clf,walftlg � � 1� Remove , , . t : - - , colliplemictif ate"w shim"ks. simply f(W AlWA tile pre-cut litus and ... � � '114, I by Mi, suips. , , , '0111jured 11 N Allikq10, k Ig 5� ; 1. detach individual cap Immes, Save vahud�ie inAidwon fillic c I I . + �, Qtf � off flife leri0h of, OR fir""t sm% �apj)ly the 2!Y*,m4wWt,Ig picc-(" to cutang,3-tab shhli;les- . , + . I I - over tile old tint coljm�� Attile lower left conler�oVe'diallgiq the I r , - �"";\� -,7 'rK"I . . ws awl eams t4?' If dkip edi�e J's, i , 6 " -,- ,�- ,�.�.-, .\ -, , ��\ �XNO .. . � � 11 \\ I , � ... � . � . . .......... 11 talk � Lwd.ort(.VJfn drilierlil,i, � \g .. , \\7"q . � 5 "�� ,�� § I " "A . . . . . . , .. I I I . � - I ", "", — . ,R� N -,,A ,+�,',�\ ., , � ��,�i�;,` ".z. � � L � .1 11 71 � , � , , � , �, , ++ I � I . � 1_/ I I ... N . , . �!', 4�� tissed. , \ L��,\, , , .. � .." , * - Ile . , , A41.1 t. I .bhn Y. . I N773 1. , . , , _'. k I � M . L �07=0 5-14: rk?'44" amond a l. . � . �1-14 " , , 5� Colitiom, with fttll4(,r*th �q,Wer shing,le's .4ong thf, (mves .." � I . . � I i . � "I . . ....... � ... . .... �11_ .... ___j -\ ..... . _/ I IsIr COU'RSE. Pigfov 45,16:.,� Auhw, .WW�w ixektim . ry,twvj�k*'s A?meb oulgpffi:mt I"I'lie firm--cmirsesitilkoes are ma4c WHIM E;xadMark sbJn�j,eswith . g4u&E�.-O.-t� jj?� i4s it) oj�.14w,72 hidAddeal uqqdmw', - , . I . I'vw t5. n,:.,qlgN.fk& q6A*4-(7#,:0%1k.y &IWK . .. I I (,,,,( C,� . ' NK -9t -0y -vrmcs ,A&, \ ,,,,j,W.V,V *4T,A(NTE10 SHIN-01,15 A"jj;,AT.0k,% Wk AL Cholver 1.5 09kTAJ,41 ,1� WU., , APPLIc , N U'A 1. . I . . I I , I � � , � I . . I I I � . , � ,� I. I,----- 1___, - - _ _ __ ___ � . __ _ - - ---- .. - I., _._________.__ ___ .. I... . - I �� --- -.,- - � ,,�__ .11. I - . . US]' COV&SR. Aplyly a f�l( �hjllgie. # (tit. lowclAu'ri Wmer of 14 I 11 I . L, , - 1. I - "', L L roof. M it ke the lowded ,e, . 9 and left kip Ile flush mth"t4i edg � of the , siarter couiv (ttwlm xf-8). Akure P54. Mv - - . - . �101,q rkYb*S(5 e6ftr-,W� Olt 4409AWSOJAM , . . . � I I . I 1. .. � .. . ZND THROUGH'ST11 �QWRW. � � . I .1 . ..I'- ,,,---,----l�-'--"'-----"—'-"-",-,,-,---... . (Acamm F-aitltre iti-fittlow insmictioll stcpsj�5 1) tek,WWWAIrini; I I. . . �. I . I , . I . . I I I I i4ints R19 ctose.46,WA I er and v*m cmww unatim0w. PAM s! ------- _---____,__ .- - I I I L-c'm -- wele Idt a40fibeh"t �shitigle and Save this Pie,(1',.fkw14Wr � use, �.�pjtly the ��),*�A%k pwi.;q ovw 00 ab(R.vt ow filu-mutw swilglie, . . . . � I , , I . , I v� . Umv lbobottow.) �,61�oruoildd��rIA",I-��rST;$i�.1m.�J.*L,.f",�1.)($*�tI I � .... (.k1gurr 15-.0)� . . � � _ cw t -'r oil the fit% sh.W,, e of the thi.M. course mi-saw (bisAit Wix, jistall tile 2z,,, joriv il WA, h -coum ,, oiIo,�W,dto�w the., ) d. ,- fece .1 swagle. I . j, ,�jj . oq � w an a ZW1 , ,1�jy tile prer Yjotjsjj,:r.�njtq*d4,41 t pimie:� lii .d N dte, * * , thirii-cour'se shillwe; . I I , J*e - 10 , I, A Y the I)NN .� moved. ii,.4:fTxlIn;d %_coud, j1pi, ioaql� 1, 7� 14ing. 11 . .1 . CoUrse over and Abow the, (fiurthwtoltm sltijlsle,� , . I . , 5. losiall �.� full sibi4tv a�airlst- theAgilt cilge of �-,X-h sbilloic ill , . ,, , � qw � f"w" one througJ1 fim'. , I .1 CANNITINVIING UP T11B ROOP � .. .... . I , 1. 1, BN, imliag , 41t;Ao with -a firli-shinglo,relle'al the.flv�vtursc patteril lljt (tie left mt�tt (jq�lj,fte ,q�j(i �, slijie 0 oprge,k 4 . - gi?.14 ), , I . I . I I , , ') _ vill-ilk courses acio�-,� tile ioof illa �,Lqlpcd dimponal, fullio.wAs"JAIg I filli.ihiylgles (k�,n �.. 1,5-1(�_ we4.flirml B 00 IvigeJ44), pollot � � fm , , wn. (ourse,\ stnlglltups,�, . I . IMPORTMNNT. Do not 0111,10 ImIts, (it shjag,le� clo,"',er tball 3 f,1'�' front I � I 41AW all0ther, OWI*:.CLfk9-'DVC-X APPkIC.AT-tO# $0-TROA FOR`041C DIMENSION (I SWIx 39W." 1 I L ,.A,#0-:,.LAw*Ak.-X U (11-1/4" � x 41D! ) � _: .1:0 .� _ s I (460S I'll, ... 11.111".--.��.11�'ll""I".�,�111.1� ... .- .1 il**"-.-","""""Ill""I'll""",-",1--l"""""--,-"I L f4VE-CQUR$E:D1AGONAtWTH9D 1 (sve AW. I 1 W") 1 � : ': :i ,, KEPARIN6.1mm: OFICA'. . I I I I . . � + ,kl)pl�ioi�edi�iiietita�'I'�x,lti4i* .i'x.itiliOO::�ugg4*,i.that.a..Iay,er , . � .. A. � I . I I . .1 I � I of shingle. widetigmem Ke appried, pot.l�"tft�r�,�,l�iikil�i�lmderjav- ::.:_ .� - I I . I . _ , � , , �, . , , , , * , . . ... �� , :, , ., , . rnew Xpitorally required, A0W flit 1011_ ttliwdlakpd, I � : � I . , I . I . * � snap "Olhe� to asslu re Shw,OiK wtil be. cormvtly A11,40m . . .. �... , I.. .0 . " � . I �; � : , , .. �: I A I "L � I :: � 4 /V tp el .11 ). ow * aw* 5,, � (4 . . , � . .1 ... I I ... . . � ., .. MATIR COURSE, I I I I ttw. Q.�Ai&ci "lar1q: . ( I pWpcut 10, x u�v4q� or ihl,��ta6 sew I . ... .. 1 . I �-, � � ., _, ''. . se'alin�qlt .1 ' : - � � , - '11,;W4 the 1.0weriab 'it.kolions mnowdV PA suce that I . thrm�uw s . Itipoes are at l'-wi �i,�,ei �: in hwiwww.)5�,,�),. I . � I I . . ...... IT, � , Starlv.sh,riql ,,, ,,��-!% � - .1. j , la � . . I . . I . I !- ". - �- ��..-4-6 - �,._ .!mf . I .. .... � . � .. 1, � � ,� - . I 1 . . I .1 �. :: , �..:_i, � '� * - .i , I � 1. ,_ .,.,.-.. ..., �, � :: A* ! e : 'TI P V -, �, � - I . I t It i�* e, Z1,110 r , � 0 it ,� : . I ; . 4 1 . I - .." 11: 1.�_ �.� -,. �� __. 11 14.1 il _; �.,_ .. ... .. . .... . i I . ftw#: 0,0-' *0 stem". *h#m, 60,0v 75*44jacli . '01.� � � , . I � , - - � . 2, por k., I �k,qtwer, cW .151%.'.. kwl ow,, side (if .the viktw shjtvies,� � �. . � � 1. .� � I � 11 I � 1. . � . . ,� , . ',�.4kilplv,thi�IV90t�thigpie.ceki�ih��l()W�o:�:it,I W.Oftfie roof. I _ . . * , t WMI .)41jkf-"_rC th . tR N' 1,1�' W(l,titus iox if�, d I m - ri�llml Imi ,aws ihirif �� . . . ..:. 1: , . 11 �. .. . . � � . . . wedge being uqed, Ifyokk ,,vm,,: novilsing. ild " 41A# dzexivev . , . , , p'mg �,k� 11,44 08 4/-i . . I � I 1. I I � I rh . � ,. I 'I Use Nit 161196stairw � ii1j,gles hor d* a-,V 0. t t LotirW . � . � . � � I . . , chvie"i crmoiNw(u,I) SAIN,6141 I ,�kPP.LMAT,All(,S�:,itA�,N(,'z�t I ... � �. , I . I � .. .. , � I *rhware �4 (h.r.ee1)JtcV twit"'ill each Simclow wdge tmindle, . . . 4. provitfing _� indmdu�l caps that witi oawr.Ao linear reet (33"14 1 fi,noir feo, kittriv) (if �i )lip or ri(k ,T" faCh Fil'iIiAl lfil*"'_if�O'Cap , . I Aj , . ploce -is 12' ll� 12" (Nkfeltic calls mv 1,3 k4` bv 9 ') mid featurts � . clitiped comers on tile bottorn edge. of,the ex'lm',ed prillioll. , I APPLICNflON 6 AS F0U0VV,%- 1. ApjAy "Iliogits tit) to tile flip or lidr,C*t' 0A b9th SideS, Ifflell trifli , I ( . losil. I I I N(Yfll� �clte lam course t.4 -�hiogtvs should hive m en"llosi we fif 5L' 15��.4jlrnlft,j,:) t'' Of less whem thu shillgle Cot) ok ridge vem I's f�a3jerled ill pjuce� ()tlte.m.i,,�t�,.I,I)(�tt�titilI q,aterle,A (willd ocudr 21 . . I I extso"N't shingje eild 101111s, rt)e figjll�*.,% u.,zed in this sKLtikm i1fitsurale Ole.applW4011 of acc(!"Son'shing�ts over a difige Wflu applicadoo L . olrvctly to the roof dcch- is wxyAmilar. . Ill. � 1) `4 , Arlpty Over ! '3oh(w . .,. . 1. _"_.--,-!N , Staftershirl , �, , mw �. - . � �.._A.-::;�:!�`,::f�!y �.) , ,!;,,,,. �4.,.%,x . �u,,.;:,.*.,;,�z, , 1`_ —,-,;, le.___ 1: . . ; � . L :. z : t '. 11111cle., shiNeft ! � I , I .1, . i : I- . Ir , - z � -A '. ,:_____1 \ ,_ 4 . 'lavvr) \ � I ; `�` * ,_-?�v%-.,�, :t - - _N,�_ � /,c,0 - __ .--:,4 ; ,� 1, - I __t�l . 1,�4mrr t�5-1��."ellyjb,aj�lq(,Yq)�v.61,�o�m:i-rt,lr.,,,.Vd,e�-I)ifk*, . . � I ji'mo; offi #x, bovow md,tY&,e4vs offhesimfer 1 2, Immall c4)3 bfAmllifix tit the 40twol of a hit) or at 6ther elid.of a , . rhigo, Apply asl.'Mef picCe that IMS till,' hollatfl i" (-,','A- � tor , it - .1 if WWI mo awk 1(-.Yrj�.) reviowd �Figmtr? 1>48)Jasum Ilie,qu wr , I located alloill 3". front (tie rake edge, and I'm Uafn e,wh side 1. I I t,dt!4,,,.k-1ukc Nurc- f�swtvrs wied wapliky Calls perictrawat least I . A�`.i` Wto or througli (lie dt-cking. . , ,, NOTE: Tis 4�sist ill Imitier aligoilliew When rk�ge Vent is nolu,"� I'll I I strip -a chalk lit . it, itaraftel to the 111P or rift.v �alojjgtlw 41w. viltre , I kite Side edges of the Call �,Jljug ,jes ."hould lic � I 3,Aprtl� a full cat) shilwic Oycr tile itAllet (NW"m 1,5-1,10� atilt PP= . . . . . i',istenersa 5511111,i� (6J:,Y' kv mevir.):iip frital the k . � jxl,sed hottom . fl(tkv and V hift-o".) eac-li "We. Nutu wim no( Itc.exposed" on tile I I . .. I , I I fin6hed roof, .0) wil I fiewis must k drivem $lraigll61gjd ninst filil cilt i1rio dle, -,�Ikifp&k stullwf" . _. ., Ir"11W) I I I , , A '401,F�.:F;rctic,t"ii),I,Ats,��t,kivit�4'.�14*1111e.t.i4.�itil�ti�;i� tile Io ge-la I , . . . '.. . . I � I.. �. w ( . . �. 1. i6 11 , � , i � , . . . � V(.1'0 I �r . *i ela the rit, b.64�,.,:Altld-tivlo,tt�1W.1i".oi.i mch.%de I to Wdica*41ce. r,orm i mpo . surc-,�iod,s:hadaw,.-line�pIA4�(�iueaI , I .::. . - _ I , .. 1. � ... I.. I . I , - - - 4qglvwll�.�,91i� Tfwsidcilw�.h . , , _��..qf i6l, cap Wir,�-ajlphi!d ,Aooid _ . , I I . � .. , , , . , .,. . � w- - d wtill the till) e(J' . , I I 'A�rrjf.dje Pre�'J(nlsIy.,tj.4)jf11j cal), . . . I I 11 .. I . lr� . . : - �_,_ ------ - - Omlyllnf - .... �r� : : I . ! , , . 1 6. +.1. '�r � ....... 01.. 1: ....... , � 1 ? p5llmzri I : �. . ,) 1. �I$Qmrr.Q. 1 ,. I � .. � � �, I � 1 I. -IT. IT, � �1� ,X,� 2 , 16mcril �, . .11 - z . � I . Nothosjiiir.�Qk I p4jint to � I . .. . . I , I 1�e Top E001 of the Prwious . I .. 1. (180n i: 00_16r 5'1,126i0m):EV.0S0m z� i. I . . 111. � , i-1.11. \______.,__ ..... __/ .__ k . . � enw, � 1. �. . . I � .." _"_ . I .. . . � ,wl - � I � I I ___�_ by _w,lwl . ..... _."t I I � fpsomni) : � : - v- , , Is-'. z ,� 4 �Y`16' � 4 ,W�� I -(i25rt1tn) :; (:I milmy '�: : : . I � I : I . . � i i - 11__''-,!_ VMW i the Top *6�bf.tfte. Pmvi,bug. ;, ,., . t 10apt�'55MN101t , q1 E , ).qx _ (I mmm) z , Itaq Ew. 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I )Wv 45--X: I '.w:kIw1g v&40, to:4. � sbive, 611 hlilki x4d with ille';ucter course. . I r0ff, � and,A) 10wW1*.mmwf I . . I . . 1. . .1 A-14)MIrIte, 141, . � . I I . . (ONTOuRRIDW 1. , .(,105.�rlim) tola w talti tncilul; mlp�, I � � . , firre ij-t. -X; V*" are Y) rwAs hl'm*�pw lximf4v q ,fnd(wAYdwt&w , , � . � . ., . J.'(' � . . � .11 .., .1. , . , .�. .:;.. : .. I . ow,i,v,v2oiio",li�Otf.V�i)ij�t)ei4*'4tt(i# 8'expimim. ' i APPLICATIOWIS: AS, 0,0110W. . . . I . . . .. ...." . . . .. _ � . ,. .. . � . . . . ." yj ,.: , , w th I �, filstall ille first: eap w The ows or M ... f*� a, oppo*. tpwmii4g� 1. . . i0qdfo, d4Nc Faso NkA otte & it., . #0 ied o eadi . � � I I I" P! . 11 4400.11.herw . .4 I � .." ,. , . . .. , .. mvredwl� lbltoe.8*4� *�&A>Jlt '*osed ello. *to � V kill fiuvoj* In . . ,i, . . . , I : I , . . .1 . I . . 'ZvAii yI1w4kt.00s.Whgl0:-q,oj kilied fi,00t o *_ � cm.m., & .#� . . 11 .1 , � � 'outim'R I . " ,0 �.Imml.lft, i1I'.quX:APo$Arx,. bs ten With oile)* I I , I . 11 , .1. I, I � ,... 1 ._ I :1. .. I � � . I * i - , , � I itiAl 83.1-1w, "iti. I � , applied *4 eoch A& of the c;y,4A , ,!: -Vi. ,�. exrmed . .1 wd Alld.1, lip. Avul:ft.: low,6 ,:� , ** -'r&mse d� to:** cgrs � . I 1 e4v ftqt%( , intiNtpegetrAW-2i 1e*l:."V4' Into Olt f.* dw*. of coyqqwN . , .. I � I � . . ... �.. . . . I dicough, . � , . . T ,4, '015,� , ��., 'r,h�: W: .� _6 44 V�* $041 ,f(.�m.40it'.&I*O:;Pti�,vztl(,tqL. . L L ' L The JV�Jfd".Leftj "W.1J?K4A&h)�#j #W. . , L. .1 I , j� Qnfllitif. . , , jjjjjtp.,�tnt� 14� 1 - . ."W 1 libi,61, Lk ft thf, mall". 14 ri I. 1k 11� ".) 1. , I . . I . 1. . I.. . pe-VIA .all? ... . . 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EE U- m LLJ = 3: _j < 0 w LLJ w CO = t- F- F- 11- - w 0 F-- 0 z :3 . >_ >_ a. < m tr �_ t= 0 w �-: < 0- ; 3: , :5 ct LLJ 2 z 0 LLJ Cl- z 0 z 15 0 (n z m m < (n a_ m i.- 2 Z5 —1 SHEET NO. . 0- = 0 0 S-10 A w 2 0 = cn :3 m 0 � - -.- � . . + , - � . . 0 CN I . . - + � L.. � . . . - - . . 1. + L :11 - __ I- - . . _1121 0) \Z/ ROOF DETAILS _LL_, .. ,a::l u i + 1! '--L_.P , 11, lr , t _ I US HOME PRODUCT APPROVAL SPECIFICATION SHEET r ' it : FloridaFI 7 f �,,. , , As re to ed b) ortda S.atute 553.842 and Florida Adminisuatrve Code 9B- 2. pease provide the information arstl approval ni_rmbers on the building components hated bekPw if they will he uozeo on the construoL(a. pro!ectkir which ,c,u an: appyrlv:for a r u0rling t t,-nmi, We rt- .onvriend you nontacl ybur' local product supplier should yoq not know the productappiova! number for any of Itieapplieable listed produots- Category/Subcategory Manufacturer' Product Description Approval Nurinbe s 1. EXTERIOR DOORS_ A S'✓v'; C,1fdG trerma- rlu Smdulh star Fk'1170;5 B SLIDING Kwco MI< 2l3J4 5. Mk /314/5"HP. Mk 21314J5 MAP FL126 Fla Extruders R^ilestone Series 5COh10J'0/2000 FLU ,enrutil Aluminum 42J/4W144D FL264 C SECTIONAL .ClopaY Gulldin .PwcKicjEs G-La e Door (iRST, 4: 16X 7) FL3er26:f, Dare Dour & S. vV4 "U X 7' FL' MG 4 I:, OTHER 2. WINDOWS A 31 E HUNG � � Kinoo Mk 4? 37Mk4t7/ 0 HP T-y _ FL123 Bette•'Bilt 16., 165r3000, 74(U374t072_4_0W2 HP FI_W3 F.a. Extruders ' Sens., 1iio0/1 O/20C10 FL _ General Aluminum 11000140/1.44 11450L154;0/1550/157011900f 11254, 1-I General Aluminum 1948;15'fl 1.254.16 B. I K)RIZ'UNTAL. 8LIIJER Ktnoo PkN f,lp RW XHP. R1144.XHID A..124 B'AlerBilt 16ZO159: r8C FL61,) Fla Arwers (N4ilestone) Series 1000 _ _ FL4.- _ Generwil Akiminum 1 i60/14 ^ 15n0/159UJ1v80J199( 056.' 170u C CIXED Kinm 101<40150FINI T, TVtPW'/C, FL125 Pr..tterl3ilt 1(i:;,3t103.7.10.374U,_3240/425OHP,6,80 FL67f) Fla Ertru _rs W estone Series 10000-001) L 4 General Alummurn I1O(1TDL/1lo014, or0L/1450!155 /1570/1900J F(255 "s .>. 1f197 General Aluminum 19 70/5000(5300,15360 FL255 263 1%3 D k0kLION Kisco 1103 O4a M02-#!A, Mgr,-08C F 95-7 BetterBilt i ,a E7zth w. Milestone f y D'x, IDJ 711 i1 ,+579o,a<141 716 FI-97.4 Fla, F.,xtrudesbblevtinne) F1..574 GeneralAlumincirn 110i),'1g00/13f0,'Si Ieplunc.tYiin.andTri es FL1252.1_ General Aluminum 1 2 144 .1446 last Stwottiral toili!sand Sraokets FL16671 ..,eneral WtT,fl-ium 144 14<',14a;1✓jft,MlllSandk'3r5oketsj fL166kS.'t General Aluminium 5300,6-•7,534 5.5350,55'5000 h✓tu!As and Bracketa FL 109:1 3. PANEL WALL A- SIF ING f. SOFFITS Ka canitd 06050GOGJ9.OWA 50AIurn;numSaff!t FI_t Carr iron Asnle Citrrdin 41550/4510274„102N Aluminum it Ft_ Cameron Ashley &1:11dirt Aluminum 1'ripii Four TM FL406.2 C OJA..t. I..GUV ff . 0. GLASS BLOCK Pittebur h Corning Corp Giasti Unit Ma;wnty inskil�d wiltaortar FL1363 F. OTH4R 4. ROOFING PRODUC 5: - - A. ASPHALT SHINGLES Ce.Kain Teed Cor anon Landrnark3 /40 antl-. FO 6c FILMO 7-- XT28 and A;^2", kT30 (and AR) - FILM, 14;`FL:.50:1a B i.)NOG RLAYh4[NTS C R.:?7FINGFAt; TENEfRS D ROOF VENTILATORS Air Vent Inc venturi Plus FL4W.2 E RG'OFING ILFS F NICOIFIED STUt,4EN Certain Teed Corp -Rpofing Modified Bitumen Roof System FL479 G SINGLE PLY RO ?F SYSTEMS H CEMENTS -ADHESIVES COATiNf_:S I. RG Ur TILE ADHESIVE J 0 l'f 4 ER S. SHUTTE s- STORM PANELS S. COLONIAL C. R0..4UP D !Tr't IERS B: SKYLIGHTS A: SK'fIJGHT _ G. OTFiEI? 7. STRUCTURAL COMPONENTS A. WOC;D CAh. iE+D1 OR5/ ANCNURS Srm doh i 5trnrr .1,1e Wood Connectors Bnd Anchors see chart L'SP Structural Conn. UVood Conriectors and Anchors see chart S. TR.JS$ PLATES Mi7ek InduvOes, Inc Truss Plates FL2197 C.'ENrINEPT LUMBER &rise Eng. Wood Prod Versa -Lath SP FL1G44 "'(wo :-Josts A.L.LJCAST FL1645 n. RAtL!NG E. CONCRETE. AC IXTORES - MA EPIAL FECP Corp 'Cast Crete; Hi h Stren th Concfete intels FL15l3 1 G oT!-IF R a. NEW EXTERIORENVELOPE _ The products Ilsted below diJ not demonstrmc proclua app oval a: ,)Ian revretiv I understand that at the time of inspection of tblese p.**o(luots,.the following information rnusl be. available to the m pecla' cn the 1oDsite 1; Copy of the prn.Iuct „poroe'al 2) trle pe+fOnrance Gh,gr.3CtensfiCSwhich tFle prrxlul t'.•Jas rested and certified to comply ,with, 3l Go IN of Its applicable manufacturem installation req sirements. Fur her. ! c:ndersta d ;here products may have to be removed if approval wrinot be drir!onstrateil during inspedtorl. AP I.JrANTSIGNATURE DAIE Simpson & USP Cross Over Chart with Florida Product Approval lumbers Simpson Product Number Florida Product Number Product Description USP Product NumberApproval Ftodda Product Approval I Number A,14 F'L474 F'ramin Anchor NIP34 t'L5, t' ABL144 FL474 AdLustab;e Post Base F>A1J44 C.:S2'r FL1901 CollStra pie. H3 FL411 Hurricane Tia HtC FL414 Hurricanes l.e P116 - ='..`t') . H. 5 -� FL474 Hu icing Tic RT7 Hf+ FL474 Hu,ncana T e'A6 FLn?C HC 2 FL474 Hip Corner Plate Conr,Hctor HHCP2 FL, 1 t111)Q8-SDS3 FL474 Holddow;i UPHDS Fu' / HFTA16 FL190 i Embedded Truss Anchor HTA16 HIFITA20 F IP61 F'm erowi IrussAnchor HTA20 I4GUS2'10-2 IFL.474 True.,- Han 1'HDH210! 2 FL6. HHETA40 L1901 y rnb(.dde 7i �r„s Anchor i•isVR/t.410 F:.,•0= Hea Ske±ee UI•la_naer HTS1G FL538 HeavvTrussStra �- V 7TW16 I-fl'S20 FLo38 Heav Tn sSOY1? HrV`• FN.0 HTT16 FL503 HD,'Tens_=nTie HTT16 td" ..._ 00ften&In;,`le° J.�.. IITT?,z FI:>:.'-; HUS26 FL474 HeavvJostMan ei HUSX FL81b HUS16 Fi.474 HeavyJoist ! ?ngt;r HIJn28 F1.•�+! : HUS410 FL 474 Joist Hal (oh HU.5412 FL474 joist Hanrler HUS419 HiJ$C410 F!(1S 412 FL474 Joist Hanger ill FL474 TF' I Joisi Hari: er -HO FLc? 'UT FL474 :-Jo,stHarrer THE LGT? Ft 14'23 L,i,Prt Ginle TiuCa;:n Jr:,T? : 1 bF LSSU210-2 FL474 Slo mble/S"kewable Hangar LSSH31 FLL1I; LSSU.:H FL474 Slo'\9i. a1SkL^^,Yht'i<H91'I e?r LS'TA12 FL190'I Strap Tie LS'T.Al2 FLct.' I-S I A13 171.1901 Sit zip Ti,,. LSTA 18 L7-TA3 FL 1901 Strap Tie LSTA30 L81; LSTA36 FL1001 StrapTie LSTA?C rt' FL , L'I'S ", FL474 Twist Strao - t:T4V12 1.,7:S1f F1,474 Twigt`ilra - L1°JV18 777 1_"r516. FL474 Twist'Strap 1_7VV1a F!8_1� LTS20 Fi 474 Twist Strap L 0 FLAA L 1'.1'.1 e FL4'r d - l sharer^ T.e- i T-419 r." 8, _ T2 LT0S FL474 _ Tension Tie 70S25 FL474 .hoist Hancer LUS41 4 FL474 Joist Hanger JUS414 FL82" 561'!1.88 'vlason L'�am Hai, er NF'illl s5`C11761.1 NET-)Q F1901 Emoerlrt=,dTrussAnchor Hf-A24113 kIGT FI-1423 N lorhum Glydr i Tie,±own k^ST48 FC1901 Stra-Tte - KS1243 r 9' rVIST61) L_1901 StrapT !<ST_60 FL8 " 'y1S AN^'.36 W FL.1601 Stra TiP, for Masc,n k . _ ?r1TS12 FL474 TwtstSlra 1,11i•'J92 _'. rvfTG1S Fi..474 r4vistSrrao P)r•N18... - `1.8'�-' '4117318 FL474 Iv ist iar? MTVb'18 F1,82 1'1'5?0 RA74 Twistt-strap AdTW1.0 A:1TS30 F1.4i4 iv✓stSU2n �hTVV^a0 _0 C M 23E F11-503 Tension i'ie 1,01'S27B FL,:.:' P.A.551 FL474 Foundation Strap TA51 >L'3 9DS 1i4x2 1r2 FL1463 Stron 5, ;reew s LD $ 1 /4) (4 1 i 2 FL1403 Strorlc4 DfiVC SCrew SDS 1/4x6 FL1463 T Stn>na Dfn - b�%<,+ SF1 FL474 Stud Flate Ti- SPT22 5r7 F(474 IShrd PIat21 it SPI24 FI g1 7 SPAT FL474 fStud Plate 7w SPT4 -" 3 ". U24 F11213 F ace 10ovnt joist Ha el Sat Pac 10 F1_402 3 Ex HDTiten FL23042 17,tenAncro, - i f1�4' TYP a' TYP f " o u . ~(� - 0 �Ut:A.Lp - 0 I .�R .pi .97E <R.010i.tl1 C04ERGE (Hfi'). .3�7E _�1� Ri (SY) CpY6R.rj�0,E31 (iRJ.&RF"." 3)- n00�0�00 Q00 0 33 013 lR0tpfla[p�40'+2* U L�LL U 'U'00 aa. ao—•-o�71IIt --rn••--- .,a LlJ UA _- _ (L AS-ttt88) p WAX ' CMING RO ANR NOR ts3eTAe t E4 a SCYA68O OrPTN •r1' .1 PER, CO Aft: -- 4.97 8.27 I 12A0 COVFROE 7.66 Y1lW.'AAA L4XACAlE1 r0.e J• COYHROE (Rts) COVOOE (REF) I r lean coveRriE ^^-'-^^----' 4A0I .illlb ram---- •- t: 3f8 .. (YlvH PLS) ilC fpR IWVERS (REr)! (TYP. l PL4). i ,83REF :33 Per rlj rOP tlF PAKL AS R N 4lltLo tfi P "» . 'THROUGH RELVORWR (TYP) Notes: (1)Mako 16" Solat Amm Akml*m Alloy 3103-#rib (Gaog"A013) (9) Efftr0ty. Watisw Are.:.. (2) Mnka 22' 8ot& [mmAkrttti>h+m Alloy 1105 - H14 (0ioW0At4). (i)Ceh:ugtted( V`ldtba;18.23'iecdcil(Iti°;wBit)14•04d>rh"Ordie)- I,Esee1Ft' s uamFir, (4) All lud& bod 111tWi his 0,047:1 n1w 0i vv3seNmat (5)Smad.rdM mt9amtt Tolmaaooa: l6" dortit 7.442 sq. ta. 5,3R.i sq- in. Di•mieim+I A.003 ltn&nta ;_.Ws 12" Somt 3.5,81,q. nti 5..59t sq. io. Angb ra )� (6) Toalug Multioviy Nita# 8a is Qomo3 nail (YPable at MM-Uri ri ng Po m WN40 sAaWldwd rolonnom .. (7),k4dgP.(NmbLYN %`Soff ft.4tvraW4o NN dagorom ViotlE OWW (Pr � ): exaaim 11,10io t s1.4pPr MA Psf 'JOH11 S i" Saint Solt 1K V,W.d S*ff9 C M Solid Sarfit FFq F, 16" V.nt.d B fist A Rt"wT -7 .3E2 AJ _ CAMERMAUL BUILDINGPRODUCTS a�+LCSHLEY atvistoN PAMPA, M. "�• Off' PART: SOLID AND PERFORATED r oTIs P.E. ALUMINUM SOFFIT ING EN6hUl9R w—, J.N.L. DATE: 5-15 02 0Qg 7: 0. TyKiJN SPldAV.Y fL., l4dBP - - 0 dOaT -r,Y 727) 9se doss SCALE: N.T.S. LLJ LL < o U) 4W < (� o ��o� a% p on Q m W X I- O U_ U) M I A M t'DADE MIAMI•DADE COUNTY, FLORMA U cr o zLL1 L) o METRO-DADEFLAC LL'l: BUILDING ROOkING ASSI.i',MBI,Y APPROVAL O a o ¢ C = o 0 BUILDING CODE CONIPLLI.NCE Of'FICE (11C;CO) 140 wI 14T FLAGLER STREET, SUIT F 1603 Cateeory: Roofing Z w U_ 1- Z w o PRODUCT CONTROL DIVISION TVIIAMI,1(LORMA 33130-t563 Sub-C•ategorr. Roof Ventilators W Q Z ft 0 N ►- - (305) 3 i5-2901 F,NY (305) 375-2903 0 0 uJ< 0 i� w m � � NOTICE OF ACCEPTANCE (NOA} Materials: C[ I-- < Z Z Plastic 0 w O Air Vent, Inc. - Maximum Design Pressure N/A. O 0 of w + 0 :i000 West Commerce Street Fire Classific tion: iwT/A O w cn w Q Dallas, TX 75212 LL_ 0 Zu- 0 m M u_ X TRADE NAMES OF PRODLtCTS MANUFA( TURRD OR LABELED i3Y APPLICANT: W � o 0 o Q o LL SCoPI: cr 0 w -� Z M M o This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Test Product Q w w o a- + _J r ¢ ) (m The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Product Dimensions Specification Description ¢ o z m 0 u' 00 Review Colllnlittee to be used in Miami. Dade County and other areas where allowed by the Authority Having a - -! ui 00 00 (n C7'¢vioa Lno 0909 ti Jurisdiction (A.HJ). VenturiVent 1'lus'h" See detail drawing TAS 100 Copolymer plastic low profile attic ridge (n w _J o v 0 C o Ridge Vent herein vent with an integral end plug for � > ¢ Z 4- + -- rn ¢ �r � This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or installation in shingle roofs stems. ¢ o ¢ o P 5) g Y the AHJ (in areas other than Miami bade County) reserve the right to have this product or material tested for w � quality assurance ores If this product or material fails to erforltt in the accepted manner, the tnzlnufacturer m Z Li 9' Y` purposes. " p p P EVIDENCE SUBMI`i'TEI): = z N Z will incur the expanse of such testing and the AHJ may immediately revoke. modify, or suspend the use of :such F z a co •m-i o product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is Test Agency/Identirier I Lame Report Date � Z o p = cv ce cl m determined by BCCO that this product or material fails to meet the requirements of the: applicable building code. iz o Q o C Z N Z Center for Applied Engineering, Inc. TAS 100 w Q C U = _ LL O 00 0 00 This product is approved as described herein, and has been designed to comply with the Florida .Building Code, v 07-07-00-68 04/27/94 Z I-- ILL Z I.- �- _J W O V! Ind Dr.I. en Rain U w LL CL 1` o N In including the Nigh Velocity Hurricane Zone. w 0 a-_ (n 0 Z W' W N o X w Of 0 0 DESCRIPTION: Air Vents Venturi Plus uJ z z o o c to X w= APPROVED APPLICATIONS: _ z m ui o w z m Z o u- _Z F-0 =55Q=3=) (3 mmLO(DQ ci LABELING: Each unit shall hear a permanent label with the manufacturer's name or logo, city, stale and ) rr , i, u- Z g r w o m O N Z p g y Slat: Cut a minimum 1 /z slot along the apex of the roof by cutting 3a on each side of 0 ¢ CL w a C a) ti w following statement: "Miami -Dade Count Product Control A roved", unless otherwise noted herein. ,- _J = J m w wo N N J oco Y pp the ridge. The slot shall terminate approximately 6 from the rake edge, U) w a -- o a m G !') "Zr a w RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no m w � � o ¢ � a a � Cr � change in the applicable building code negatively affecting the performance of this product. Installation: Place ridge vent section centered over the void at one end of the ,ridge and insert Lu -a � -J No o ~ -J _ � (� ro _ I. - IL � a end lugs. Fasten with r(x�fira nails through nail holes in gent. Butt the second F=- C) a = z a v Q ZD °' TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change 1n the plugs. g � o � o ~ c7 � v � O � � af w o ~ a e i' Is us section to the first, align and fasten to roof. Continue this rocess fi-om end to end. o Z t- -J CL = I- a m t 1 a e, and/or manufacture of the product or process, Misuse of this NOA as an er)dorscrt>ent of any P 1- on U (n (n ❑ ❑ U. 0) a tZ U) U Z o product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. Ridge Shingle: Install pre -manufactured or field cut ridge shingles over the ridge vent in compliance with the shingle manufacturers Product Control Approval and the ❑ ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County. Florida, and followed by 3 ❑ installation instructions using 1 /4„ ring shank galvanized nails.„ the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall t� be done in its entirety. Net .Free Area: Refer to manufacturers published literature INSPECTION: A copy of this entire NOA shal I be provided to the user by the manufacturer or its distributors nx N. , ;. a W and shall be available for inspection at the job site at the .request of the Building Official: Miinimum ?:.12 Sloe: ❑ This NOA revises NOA #� 01-0910,04 and consists of pages I through 3. p Un] The submitted documentation was reviewed by Frank Zuloaga, RRC Z a Q ❑ > - i N a N O W t0 01 NOA No:: 03.0930.10 NOA No.: 03-0930.10 E Q fY Expiration Date: 04/OS/O6 Expiration Date: 04/05/06 Approval "hate: 01/29/04 Approval Date: 01./29/04 Page I of 3 Page 2 of 3 Q. J LL e C R n� LA Q ❑ Q W it , CI r" ;7 LIMITATIONS: .r ❑ ❑ + , ^ 1. Refer to applicable building codes for required ventilation, ?. Ve.nturiVent Phrs7`4 Ridge Vent shall not be installed on roof mean :heights greater than 33 feet. Z w e I- Z 3. All products listed herein shall have a quality assurance audit in accordance: with the Florida In a � Building Code and ]Rule 9B-72 of the Florida Administrative Code. c � z M Z C f s W a�U) x Z 3 O QW p > � LL F p T DETAIL Q p 0 0 W W S Q S W O t- � F- co 0 NAILS PATTERN, 12' Soffit - 10' O.C. In the Direction of Soffit Length t2' O.C, In the Direction of Soffit Width 16' Soffit - 10, 0: C. in the Direction of Soffit Length Notes: (I}[1seAtuxniaittnJ-Gltmulel 0.altlayPuttNa.4dA20,toinRtall. SeCUMJ_eh=eIL JaatgCCtrraatou_RWistsuto.t2'DWnetet: 16' O.C. In the Direction of Soffit Width (3) Design Pressure Rating ShankNaiis 1-1/2"Long ,At12"Spacli gl dw0eaNads. NAILS, A -JOINT AREA ,12' DIA, SHANK J AIR. HD, 1 j,' LONG See noW 5 for F/J-Chatapet AppliraflonL BATTENi 2'X2' P.T. SOUTHERN PINE CONST• GRADE (2)Soffit Nailing Pattem- ' / MINIMUM 2'X2' CONSTRUCTION GRADE 12"Soft- IU" O.C, in the Dimfion of Soffit l:eno ( MIXED SOUTHERN PINE OR EOUIV, 1,2"O.C.inthe Direction ofSoffit WitW l0" JWOOD BATTEN STRIPS 16"Soffit-10"O:C.inthoDindetionipfSQ&LOBO 16" O.C, in the Direction of Soffit Width (3) Design Priem" Ratios (PM: Exterior .lutierior BATTEN NAILER (NOTE 4) 31,4 pttf 34.4 oaf J•CHANNEi. FRONT VIEW OF EAVE 'WITHOUT FASCIA 12" Solid Soffit 4NSTAt.LAT1ON a , 4 12" Vented Soffit 16" solid solint SIDE VIEW OF SAVE 16" Vented. Soffit ALUMINUM SOFFIT PANEL TYP. NAILING (4) Not Mquired'if ovwf+avg is 12' or ION, VOVOx§�g ie 12" to 20" t �M�1� 1ff r PATTERN divide tic arifhinbAftowinowow O.C.10-6pfortxa- 1 10' X 12' (12' SOFFI T> Nsiier (i.e., for eA 18" ovwbwg Ow Sawmi Atoard be 9' O.C.) 24" FASCIA 10'XI6' (16'' SOFFIT> (3) Itmet' Borten Nailet wt regaimd for F-CbA-1 Appii-itiO +. Snap e (3UF OVERHANG NAIL: CORROSION level live wbr�se wd atnrab F-Cheuset 4ir„w1OY to wall -101i J CtiANNE1 " NAIL: OR FUUt T-Waiter 16" O,t:, (C +C'.mitiltuegoe) or ,12MA. cmToaioe misteaf nail 1-'l" Im* 12" Q.C. (Playwootd / 0J3,8. oaft4votion), BATTEN NAILER (NOIF 4) INSTALLATION BIDE VIEW OF SAVE 2V 10, FASCIA ` ROOF OVl"MA �� ! , ` NAILCORROSION J-CHANNEL RESISTANT NAIL F-CHANNEL BUILDING PRODUCTS 06'l ASHi.EY DAIMON T"M FL _ t 6 PART: ALUMINUM SOFT 3N LALioTxs p. E . -- INSTALLATION DE! CONSULnWG ENGIN9E1t New "r J.N,L. DATE: 5-15-02 46� C L&WM SY. M)nr A MWI N 9•+IANCS FL, 346PP .-...-.-.- ._..-.— w,ais !7'2r) sas-aaet r.. rky) Poe. arras SCALE: N.T.S. A»10053 VENTURJ VENT PLUS END OF THIS ACCEPTANCE NOA No.: 03-0930.10 Expiration irate: 04/04/06 Approval. 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Ti'iR BOLTS T 7238E S3: DETAIL "I " AT THE T SNQLU R Wp R W Building Consultants, Inc. B Calsnttvlg and 6uginoermt; Savices fm' the Buildi g Industry P.O. Box 230 Vahtco. Ft. 33594 Phllae Bt 1.659M 97 Facpande R13.G,59.4858 T henna"Tits CoT , IM Mi %ti Road trader: rN 46721 P� ow2266y4r.168N,51011 Pwrimlle260,868.i190 ii7;kW ,kaigetrttiaa: Fiber CtawU Stn(tom Star. `aws Pihergiass Notr t0wetd) wdk a wvlbtw Side4tt" M Weasatt e3"nkA 1'14att" Sh= np to 8'4 x 6"8 TJs*W 1n-a{wf W Cavf*nrtlt10vW X, 0X0, a0, OX, XX R 0X%0 (.et[erad Destriptiodti The head vid prubs are wood measuring 4.5"' s 1..x5" with an extruded alurvenu r3 threshold. The dow ptttiei4 #M #[acute rA ttk set 168"• r14ia and c(tn�i.1 of tan SMC skim vwhh a thnIrrtem of 065" fbr the Ftber Classic Series oy the Str+rwtb Star Series with a skm thickrr(r,a of 0.070" Slobs alp pjuod to wood siikes and rails with a utdhoc sore. 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Z W Y)caX ❑ 2 W 7 ❑ � Z U Z ZZ 0 W Q�v1J a (n=o 3 �t-(rQ aoW0� (Y W ~ 0 to 0 a W W iQ j W Q ❑ M ¢ 2 W O H7� VIU U) z 1CN r0 c.1 J -J N W LU 0 O (, z � Z �z� z-. w 0 z p W O Z � Z O O E O W I O � � J = � � Q C� m � z ~O F- U Z � }oa y" S � O a- z � W_ O ��Z n- Z O U TQ � Z � a. =' O U W 7 O S-12 = (I) (n 0 0 LAST PLOT DATE N January 19. 2005 O SHLLT NO ii!anl�lr!flll^ n -Jll 1 ,Dv , I. -I. M .r. nllll"'7 , I Iff. .rl I 1_.------_.11!I:-1 I III I --- SINGLE HUNG -MASONRY (FLANGE) ONE BY WORD �<^� CONCRETE OR CAULK BETWEEN IMPORTANT INFORMATION & GENERAL NOTES BUCK BY OTHERS `.� MASONRY OPENING WOOD BUCK & These notes are provided t0 ensure proper installation of Florida Extruders Milestone (NOTE 6 & 7) BY OTHERS - MAS'Y. OPENING BY OTHERS products and must be followed fully. CAULK BETWEEN WINDOW FLANGE - —I "- E.W. (BUCK WIDTH) 1-1/4' MIN' GENERAL INSTALLATION INSTRUCTIONS & WOOD BUCK EMBEDMENT D 1-1/4' MIN. ONE BY WOOD INSTALLATION ANCHOR 4 EMBEDMENT © BUCK BY OTHERS 3/16' DIA. TAPPER c 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. (NOTE 5 6 7) � (NOTE 12) ALLOWABLE SHIM STACK TO BE 1/4". — INSTALLATION ANCHOR SHIM AS RELIT. � 2) USE STLICONEZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD & IAMBS, 3/16' DIA. TAPPER (NOTE 12) E N MAX. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK R STUCCO �� RIGID VINYL (SEE NOTES> LK O BY \ v OTHERS SHIM AS REO'D. GLAZING DEAD ��_ APPROVED EQUAL. APPLICATION OF VULKEM 116 ADHESIVE CAULK OR APPROVED PERIMETER 1/4' MAX. (TYP.) -�� EQUAL AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S CAULK (SEE NOTES) RECOMMENDATIONS. BY OTHERS ` 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF GLASS _ p Q WINDOW FLANGE AND TO SEAL HEADS OF INSTALLATION FASTENERS. FLANGE TYPE (TYP.)(SEE NOTES> 4 FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO WINDOW FRAME ) RIGID VINYL HEADER. _ _ APPLIES TO THE FLORIDA DCMUDERS 1500 AND 2000 SERIES SINGLE HUNGS. GLAZING BEAD FLANGE TYPE S) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. W.H, (TYP.) _ GLASS WINDOW FRAME - —� (WINDOW � (TYP.) (SEE NOTES) JAMB CAULK BETWEEN /J/ _ A WINDOW FLANGE NCHOR INSTALLATION INSTRUCTIONS HEIGHT) B.H. & WOOD BUCK PERIMETER (BUCK CAULK- GENERA): CAULK BETWEEN WINDOW FTEIGHT) W W BY OTHERS FLANGE & PRECAST SILL --------- (WINDOW WIDTH) W / VULKEM 06 ADHESIVE 6) NAIL ATTACHMENT OF NON-STRUCTURAL ONE BY BUCK IS 4" FROM EACH CORNER . CAUI.K, DR APRV'D. EDL STUCCO BY OTHERS CAULK BETWEEN /r^\ AND 8" ON CENTER. USE A HARDENED "T-NAIL" WITH A 0.097" DIAMETER AND 1 3/8" FLANGE TYPE CONCRETE ❑k _ WOOD BUCK L I -- LENGTH PERIMETER WINDOW FRAME MASONRY OPENING S ELT10 MAS'Y. OPENING (5/8" EMBEDMENT), A HARDENED "MASONRY NATO' WITH A 0.148" DIAMETER CAULK -- SILT BY OTHERS - - DY OTHERS AND 11/2" LENGTH (3/4" EMBEDMENT) OR EQUIVALENT. FOR ALTERNATE SECTION BY OTHERS A-A/8-8, USE A 0, 113" DIAMETER COMMON WIRE NAIL WITH A 3/4" EMBEDMENT OR CONCRETE OR EQUIVALENT FOR NAILING NON-STRUCTURAL ONE BY BUCK INTO A TWO BY ° � ° MASONRY OPENING BY STRUCTURAL TH R B .. 0 EU K. ._.._-. v - SC 7 APPLIES TO R ALL NON- ) CTU STRU RAL BUCKS LESS THAN 1 112" THICKNESS. / IKS GREATER NOT 1--3/8' INTENDED TO LIMIT TO NOMINAL ONE BY WOOD BUCK ONLY. BUCKS GREATER THAN PRECAST SILL , � ° MIN. EMB. 2xa, 2x6, 2xe WOOD BUCK 1" NOMIMAL (3/4" THICK) AND LESS THAN 2" NOMINAL (1 1/2" THICK) WILL REQUIRE BY OTHERS BY OTHERS (SEE NOTE. 16 $ 23)© NAIL LENGTH SUFFICIENT TO MEET EMBEDMENT REQUIREMENTS OF NOTE 6. S ECTI D N A. -A ONE BY WOOD BUCK BY OTHERS © 8) Alt- INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT (OPTIONAL) (NOTE 6, 7 and 16A) MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE -- 1,/, W, ------ ENVIRONMENT AND/OR FRAMING MATERIAL, WHERE ANCHORS ARE USED IN �- 7 �`_ INSTALLATION ANCHOR PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE A A B C� VIEWED F FAO M #10 WOOD SCREW (NOTE 16 and 16A) CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE EXTERIOR PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. ri SECTION A —A (ALTERNATE) 9) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE 3/16" IN E DIAMETER Q For installation A! tWy by 1) WOOD SCREWS SHALL MEET ANSI B18,6.1 DIMENSIONAL REQUIREMENTS. with Or W 0 one by Wood bucks. 11) IF WOOD TENDS TO SPLIT, PRE -BORE HOLES AS FOLLOWS: #8WOOD SCREW - 1/8" DIA. PILOT HOLE & #10 WOOD SCREW - 9/64" DIA. PILOT HOLE (NATIONAL K DESIGN SPECIFICATION FOR WOOD CONSTRUCTION). W H F G I P at, ' [SEE SHEET 2 FOR CONTINUATION OF NOTES) a g�� F4"��#r•'u�' REV DESCRIPTION DATE INI INTERNATIONAL, INC. § g � ,�a RINSED NDTEB ,, H. ,. - FLORIDA EXTRUDERS 2540 JEWETT LANE `, `TT '�` E' 8. 16, IsA & 22' ADDED 12/19/03 RJA CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA LH / I d( NorE 2a. Rensco TITLE: INSTALLATION DETAIL _ e'i:"^' AND/OR ADDED REIATEO __ '� l �' REFfRENCE$AND SGL HUNG FLANGE WINDOWS - SERIES 1000 , 1500 & 2000 _ rc'•. '�Ti `1' 'rt• ILLUSTRATIONS FOR NOTE _ _ E r'i -, t.� [ REN910NS. DRAWN BY: BB -_ — A L EVA l ION ,vm .. _ __- __ _ APPROVED BY:RJA DATE: 12/ 19/03 SCALD;: NTS OWG.:FLEX0016, SHT 1 OF 2 SINGLE HUNG -FRAME (FIN) r MIN. SHIM S SCREW) EMBEDMENT �- WINDOW WIDTH -- - SHIM MAX. (WOOD IMPORTANT INFORMATION & GENERAL NOTES SP ACE CAULK BETWEEN SHEATHING SHIM AS REWD. TWO BY WOOD These notes are provided to ensure proper installation of Florida Extruders Milestone WINDOW FIN & BY OTHERS TWO BY WOOD (SEE NOTES) BY OTHERS products and must be followed fully. SHEATHING BY OTHER S INSTALLATION ANCHOR SHIM AS REDO. r ---iGENERAL INSTALLATION INSTRUCRONS #B WOOD SCREW' SHOWN- (SEE NOTES) 1' MIN. 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. STUCCO _ EMBEDMENT MAX, ALLOWABLE SHIM STACK TO BE 1/4". APPLY A BEAD OF VULKEM 116 BY OTHERS CWOOD SCREW) ADHESIVE CAULK OR APPROVED EQUAL AT THE FASTENER LOCATION PRIOR TO _ - i GLAZING (TYP.) _ - T INSERTING THE SHIM TO ADHERE THE SHIM TO THE SUBSTRATE AND/OR (SEE NOTES) WINDOW FRAME. FULL BEARING BETWEEN THE SHIM, SUBSTRATE AND WINDOW PERIMETER yJl/4' MAX. SHEATHING FRAME ARF REQUIRED. SHIM SPACE CAULK - BY OTHERS 2) USE STLICONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD, SILL & BY OTHERS CAULK BETWEEN IAMBS. 1 FIN TYPE FIN TYPE WINDOW FIN 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAT. AROUND EXTERIOR OF WIN➢OW FRAME WINDOW FRAME & SHEATHING WINDOW FRAME. GLAZING <TYP,)HEADER JAMB PERIMETER INSTALLATION ANCHOR 4) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO -(SEE NOTES) CAULK #8 WOOD SCREW SHOWN APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 SERIES SINGLE HUNGS. .1-1 BY OTHERS STUCCO BY OTHERS 5) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. SECTION B-B ANCHORINSTALLATIONINSTRUCTIONS WINDOW WIDTH GENERAL; A 6) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT C MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR WINDOW / THE ENVIRONMENT AND/OR FRAMING MATERIAL. WHERE ANCHORS ARE USED IN HEIGHT B B PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE ANCHOR I CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE SPACING EQUALLY SPACE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. GLAZING (TYP,) (SEE BELOW) ANCHORS (TYP.) 7) ALL FIELD SUPPLIED HOLES IN THE FRAME (1F REQUIRED) WILL BE: (SEE NOTES) ��_ //(��\ a) 3/16" IN DIAMETER FOR #8 WOOD SCREWS, AND WINDOW - / I-& b) THE SHANK DIAMETER OF THE NAIL ROUNDED UP TO Tt{E NEXT STANDARD HEIGHT A DESIGNATION DRILL BIT SIZE. 1-- _ j/- 8) WOOD SCREWS SHALL MEET ANSI BI8.6.1 DIMENSIONAL REQUIREMENTS. 9) NAILS SHALL MEET ASTM F 1667, "STANDARD SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES." PIN TYPE ANCHOR I A- 6' MAX. ---� 10) IF WOOD TENDS TO SPLIT, PRE -BORE HOLE AS FOLLOWS (PER NATIONAL _FIN FRAME SPACING I[-- CTYPJ DESIGN SPECIFICATION FOR WOOD CONSTRUCTION REQUIREMENTS): SILL (SEE BELOWi 6' MAX. CTYPJ a) #8 WOOD SCREWS - 1/8" DIA. PILOT HOLE. b 0-113" DIA. PERIMETER MARBLE SILL ELEVATION ) NAILS ER PILOT HOLES NOT HOLE. CAULK- '- STOOL c) OTHERDIAMETER NAIL DIAMETER PILOT HOLES NOT EXCEEDING 75 % OF THE NAIL'S BY OTHERS BY OTHERS VIEWED FROM EXTERIOR - DIAMETER AS REQUIRED. L1F,?�I,_-SILL & JAMB ANCHOR SPA ING (TO 70 P, _D_P ) II) WOOD SCREW AND NAIL WITHDRAWAL VALUES USED TO GENERATE -/-- FASTENING REQUIREMENTS ARE BASED ON SOUTHERN PINE WITH A SPECIFIC GRAVITY --- v= � WOOD SCREW, -- O.C. MAX. (TYP.) OF 0.55. _TWO BY WOOD _______ ___12) WOOD SCREWSAND NAILS SHALL NOT BE MIXED TO FASTEN THE SAME INSTALLATION ANCHOR BY OTHERS NAIL, 7' D.C. MAX, FOR JAMBS AND ASSEMBLY. #B WOOD SCREW SHOWN _ 10' O.C, MAX. FOR HEAD & SILL 13) WOOD SCREWS AND NAILS SHALL NOT BE USED TO FASTEN ASSEMBLY INTO THE END GRAIN OF W000. STUCCO �-�-fY I _ ` � , A11 L SEE SHEET 2 FOR CONTINUATION OF NOTFSJ BY -- OTHERSle D- s �`I- w*Ts T REV DESCRIPTION DATE INI INTERNATIONAL, INC. CAULK BETWEEN r?:' FLORIDA EXTRUDERS WINDOW FIN SHEATHING $ d, B I N 10/1/03 RJA 2540 JEWETT LANE & SHEATHING BY OTHERS I7! , T •-:3=---' ADD REQUIREMENT TO CERTIFICATE OF AUTHORIZATION No. 821E sJ r Y' USE ADHESIVE CAULK SANFORD FLORIDA I--- 1'MIN. I- �I, �i Y AT SHIM LocanoN. TITLE: INSTALLATION DETAIL W/BB SCREWS OR NAILS EMBEDMENT REVISED NOTE 8. SECTION AAA (WOOD SCREW) �a airy, 1 + 19. . 4i.'r C REVISED NOTE 7 AND 12/10/D3RJA SINGLE HUNG FIN WINDOW - SERIES 1000, 1500, & 2000 TA N'. TITLE TO REFLECT NAIL pgpyyJ� AY. HB 2 �' �k,..'4-�`-�.'' IT APPROVED BY: RJA DATE: 12/10/03 SCALE: N T. S. DP7G.:FLEX0026 SHT 1 OF 2 HORIZONTAL SLIDER -MASONRY (FLANGE) CONCRETE OR CAULK BETWEEN WpOD INSTALLATION ANCHOR IMPORTANT INFORMATION & GENERAL NOTES ANCHOR INSTALLATION INS'[RUGTIONS (CONY) MASONRY OPENING BY OTHER$ BUCK & MAS'Y. ❑PINING i- 3/16' DIA. TAPPER BY OTHERS / These notes are provided to ensure proper installation of Florida Fvtmder$ Milestone C ONE BY WDRD (NOTE 12) �� products and must be followed filly. GENERAL (CONY): BUCK BY OTHERS -.._-... (NOTE 6 & 7) q D I I. 1-I/4' MIN. GENERAL INSTALLATION INSTRUCTIONS CAULK BETWEEN EMBEDMENT 7) APPLIES TO ALL NON-STRUCTURAL BUCKS LESS THAN 1 1/2" THICKNESS. NOT WINDOW FLANGE A 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. /� INTENDED TO LIMIT TO NOMINAL ONE BY WOOD BUCK ONLY. BUCKS GREATER & WOOD BUCK --- --- I ALLOWABLE SHIM STACK TO BE 1/4". Z\ THAN 1." NOMINAL (3/4" THICK) AND LESS THAN 2" NOMINAL (I 1/2" THICK) WILL '}� 1/4' SHIM 2) USE STLICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL REQUIRE NAIL LENGTH SUFFICIENT TO MEET EMBEDMENT REQUIREMENTS OF _ SPACE MAX. 1 MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR NOTE 6. APPROVED EQUAL, APPLICATION OF VULKEM 116 ADHESIVE CAULK AT FRAME SILL MUST 8) All INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT _ .I - -RECOMMENDATIONS, F ^r�\ 1 COMPLY SEALANT MANUFACTURER'S WITH FAIR MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING MATERIAL WHERE ANCHORS ARE USED IN 3) USE STLCONIZED ACRYLIC CAULK FOR PERIMETER SEAL. AROUND EXTERIOR OF WOOD, THE WOOD SUPPLIER SMALL BE STUCCO Bc WINDOW FLANGE AND TO SEAL HEADS OF INSTALLATION FASTENERS. COPRESSURE-PRESERVATIVEULDFORCOMMTREATED CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE BY OTHERS 4) FLORIDA EXTRUDERS 2000 SERIES HORIZONTAL SLIDER IS SHOWN. TREATMENT PROCESS USED. S) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 9) ALL FIELD SUPPLIED 9) ALL FIELD SUPPLIED HOLES IN THE FRAME (1F REQUIRED) WILL BE 3/16" IN PERIMETER SHIM AS REWD. DIAMETER. CAULK <SEF NOTES) B.H. STAL ANCHOR INLA7IONINSTRUCOONS 10) WOOD SCREWS SHALL MEET ANSI B38.6.1 DIMENSIONAL REQUIREMENT'S, BY OTHERS (BUCK 11) IF WOOD TENDS TO SPLIT, PRE -BORE HOLES AS FOLLOWS: #8 WOOD WH' HEIGHT) GENERAU SCREW - 1/8" DIA, PILOT HOLE & #10 WOOD SCREW - 9/&W' DIA. PILOT HOLE (WINDOW FLANGE TYPE 6) NMI. ATTACHMENT OF NON-STRUCTURAL ONE BY BUCK IS 4" FROM EACH CORNER AND (NA"OONAI. DESIGN SPECIFICATION FOR WOOD CONSTRUCTION). HEIGHT) C --WINDOW FRAME / 8" ON CENTER. USE A HARDENED'? -NAIL" WITH A 0.097" DIAMETER AND 1 310" LENGTH CLASS SS (TYP.) __ _ HEADER 5 8" EMBEDMENT), A HARDENED " (/ E MASONRY NAIL" 1), WITH A 0.148" DIAMETER AND 1 Yi' 3/16" DIA. TAPPER CONCRETE SCREW (WITH NON-STRUCTURAL ONE BY (SEE NOTES) LENGTH (3/4" EMBEDMENT) OR EQUIVALENT, WOOD BUCK): T:=T_..T. ' L ONE BY WOOD BUCK BY _ CONCRETE OP. \ OTHERS (NOTE G L 7) MASONRY gPFN[NG B W. PY ❑TREKS 12) WHERE WINDOW IS INSTALLED IN MASONRY OPENING Wi Rl A NON-STRUCTURAL ONE B1' WOOD BUCK (NOTE 7), USE A 3/16" DIA. TAPPER -_� R1GI0 VINYL (BUCK WIDTH) - 4, M 1 IN. CONCRE'f[ SCREW OF SUFFICIENT IN, TO ACHIEVE MIN. EMBEDMENT OF I-1/4" -- - 1/4' SHIM �-1 R IEMaEDMENT INTO MASONRY OR CONCRETE. PERM - PERIMETER TER GLAZING BEAD (TYP.) FLANGE TYPE SPACE MAX 13 •. RT P INSTALLATION ANCHOR LOCATION CHART. ) SEE SHEET2 2-FOR TAPPER NSTALLA (ON N LETTER CAULK - WINDOW FRAME `SHIM AS REQ'D. DESIGNATIONS ON THE TAPPER LOCATION CHART INDICATE WHERE TAPPER BY OTHERS FLANGE TYPE JAMB \SEE NOTES) I> CONCRETE SCREWS ARE TO BE INSTALLED WHEN USING THE EXTERIOR -- WINDOW FRAME INSTALLATION ANCHOR -1- ELEVATION AS A KEY. __._ ___-_SILL- _ 3/16' D1A. TAPPER ----- I `114) TAPPER (RAWL) CONCRETE SCREW MANUFACTURED BY POWERS FASTENING, (NOTE 12) `-.`G INC. WILL BE USED. TAPCON (by ELCO TEXTRON INC.) OR TITEN (by SIMPSON -� - - -- r RIGID VINYL -' - _-_. --- STRONG -TIE) CAN BE SUBSTITUTED WITH THE FOLLOWING LIMITATIONS FOR --^--.----- 4 _ V GLAZING BEAD THE HORIZONTAL SLIDING WINDOW SIZE D24, 0245, 025 AND D26: , _ GLASS (TYP.) a) INSTALL TWO ADDITIONAL FASTENERS IN HEAD OVER CHART --�" _ (SEE NOTES) -- REQUIREMENTS AT LOCATIONS A AND 0. CAULK BE f WEEN W V � 15) ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES NOT WINDOW FLANGE V USED FOR TAPPER CONCRETE SCREW INSTALLATION SHOULD BE FILLED WITH #8 8, PRECAST SILL ] WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8IN. EMBEDMENT INTO W/VULKEM CAULK PRECAST SILL1 SECTION A --A CAULK BETWEEN �W WOOD BUCK. ADHESIVE CAULK WINDOW FLANGE OR APPROVED EOL BY OTHERS --�'!�J!!Y � ._ W W __`--___ & WOOD BUCK ',_%#10WOOD SCREW (WiTHSTRUCTURAL TWO 9YWOOD BUCIQ: PERIMETER i- 0 16) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTURAL A � CAULK STUCCO TWO BY WOOD BUCK, USE #10 WOOD SCREWS (ANSI 818.6,I) OF SUFFICIENT B C p BY OTHERS BY OTHERS "' LENGTH TO ACHIEVE 1-3 8" MIN. EMBEDMENT INTO THE TWO BY WOOD BUCK. _ __ _ 1 _ W.W. CAULK BETWEEN-- 17) #10 WOOD SCREWS SHALL BE INSTALLED AT ALL FACTORY APPLIED (WINDOW WIDTH) -' E - _v F WOOD BUCK & INSTALLATION FASTENER HOLE LOCATIONS. T SECT 10 N MAS'Y, OPENING 18) WOOD SCREWS SHALL NOT BE USED TO FASTEN ASSEMBLY INTO THE END i / BY OTHERS OF W SEE SHEET 2 FOR CONTINUATION OF NOTES W.H. , £c, T� &ri g g GRAIN DOD. ( 1 G �' H i � �` I ��^t.. t REV DESCRIPTION_ DATE I_NI INTERNATIONAL, INC. -)-, ! / YPilA B CORRECTED TYPO NOTE 1D-ATE FLORIDA EXTRUDERS 2540 JEWETT LANE {� RJA CERTIFICATE' OF AUTHORIZATION NO. 9235 FORD FLORIDA 1 , ]<` 1 -' ,t 5� ,•.---'• 4 & 16 AND CHANGED __ _ _ _ S1LN I+ .-. A LY t, y ,4'.: LOCATION ON ANCHORS i ;1 11 Odic x, , ON z. 3. zo AND 30 TITS iNSTALLAfION DETAIL W/ TAPPERS - �Xf� "Z`'• )eY k •' R6VSE0 NOTE 3, a. T - --- ----- HORZ. SLIDING i LANGE WINDOW - SE_RIES 10_00 .- ELEVATION .A ..__. .._ _. Q� r Ti,Q"J, �Y�L C AND 8. ADDED NOTE 23. 12/19,'03 RJA — DRAWN BY: BB --- APPROVED BY: RJA VIEWED FROM EXTERIOR ADOso NO E B & 7 To _ -__ _ _ - _ __ ONE er BUCK cAu-our. DATE:IP/19/03 SCALE: NTS DWG. El_EX0020 SHEET 1 ❑F 2 HORIZONTAL SLIDER -FRAME (FIN) ---T c._ F_ __ 1' MIN. EMBEB RE I'M SCREW) EQUALLY I SPACE ANCHORS (TYP.) �� NG G' MAX.-f -- SPACI(TYP.) (SEE BELOW> GLAZING (TYP.) 6' MAX. (TYP.) - (SEE NOTES) PERIMETER ELEVATION CAULK SHEATHING BY OTHERS BY ❑THERS WINDOW VIEWED FROM EXTERIOR FIN TYPE WINDOW _ STUCCO OR HEIGHT HEAD. U"-&- JAMB -ANCHOR SPACINU FRAME _IAMB SIDING BY - INSTALLATION ANCHOR OTHERS #8 WOOD SCREW SHOWN WDOn SCREW, P4' ❑C MAX. - TO /0 PSF D.F. SECTION _ B- B NAIL, 7' D.0 MAX. - 46 PSF TO 70 PSF D.P. NAIL' 10' O.C. MAX. - TO 45 PSF D.P. FIN TYPE WINDOW FRAME IMPORTANT INFORMATION & GENERAL NOTES SILL These notes are provided to ensure proper installation of Flodda Extruders Milestone products and must be followed fully. MARBLE SILL GENERAL INSTALLATION INSTRUCTIONS '� ----VW STOOL.. BY OTHERS PERIME TER 1) SHIM AS REQ'U. A-1 EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM CAULK - STACK 70 BE 1 4" APPLY EQUAL THE A BEAD O M 7.1 E CA R APPROVED UA AT / F VULKEM 6 ADHESIVE CAULK O E - Q BY OTHERS 1/a' SHIM FASTENER LOCATION PRIOR TO INSER7ING'THE SHIM TO ADHERE THE SHIM TO THE SUBSTRATE f-��7C� FSPACE MAX. AND/OR WINDOW FRAME. FULL BEARING BETWEEN THE SHIM, SUBSTRATE AND WINDOW FRAME ARE - REQUIRED. INSTALLATION ANCHOR �� 2) USE STLICONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD, SILL & IAMBS. 48 ❑ D 3 USE SILICONIZ D ACRYLIC D FRAME. WOOD SCREW SHOWN E C YL1C CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW SHIM AS RED' �sI n STUCCO OR - - _'" CSEE NOTES) 4) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063- SIDING BY -- -� OTHERS i E L � \ [SEE SHEET 2 FOR CONTINUATION OF NOTES] CAULK BETWEEN I-z,�-. ag �,., n. .A{ j WINDOW FIN -- _ •:��-wt REV DESCRIPTION DATE INTERNATIONAL, INC _J --fti � F. A E INP. SHEATHING SHEATHING ?wq Rg ; 1 `";? ' REVISED NOTE 1'f0 -- FLORIDAFllEXTRUDERS 2540 JEWETT LANE BY OTHERS - wo. 5 ;' • t T B 10/1/03 RJA CERTIFICATE OF AUTHORIZATION NO, 9235 w o rwO BY WOOD _ g R) • •( Fg (d' ,1 ._. ADD aEoulaEMENT ro --_ _ -. - R_-__ SANFORD. FLORIDA ? BY OTHERS � W 9 , a,k,yJ,,, ' / ,. 1, ,;(.) USE ADHESIVE CAULK TITLE: - SCREWS A i, % 0444 .I/ AT SHIM LOCATION. INSTALLATION DETAIL W/#8 SCRE. S ❑R NAILS SLCTION- A=A � s {*;,1gr � RLYISED NOTE 6. HOR7, SLIDING FIN WINDOW - SERIES 1000 C 12/10/o3 RJA r REVISED NOTE s AND NA DRAWN BY: BB APPROVED BY: RJA r c cYN'>F+, q,SX , TITLE TO REFLECT NAIL -_ - - _ - _ ALTERNATE DATE, 12/10/D3 SCALE: N. 1. S. DWG.: FLEX002B SHEET 1 OF ? _ '-> TWp BY WOOD SHATHING --y CAULK BETWEEN BY 'OTHERS 7 BY OTHERS WINDOW FIN & -` - -WINDOW WIDTH --- - 1/4' MAX. a SHEATHING ,'Eo SHIM SPACE _CAULK NDOW BETWEEN NEEN "'> TWO BY WOOD & SHEA-fHING INSTALLATION ANCHOR ---' WINDOW WIDTH ---- BY OTHERS #8 WOOD SCREW SHOWN STUCCO OR -- z SHIM AS REO'D. SIDING BY----, 1/4' MAX. of (� (SEE NOTES) -` OTHERS � SHIM SPACE ¢ y E, 1�-- `` wl PERIMETER - - CAULK BY OTHERS SHIM AS REQ'D. WINDOW GLAZING (TYP,) -\.<SEE NOTES) HEIGHT (SEE NOTES) _ FIN TYPE — WINDOW FRAME HEADER - 1000 S.H. I Xe X 1/6 1000 SH. I X2X3/8 JAMB (TYP.) TUBE MULLION JAMB (TYP.) TUBE MULLION DETAIL C TYPICAL VERTICAL -TO HORI7ONTAL MULLION TO MULLION . - - L - WE,X 1/2 �- SELF #8 X 1/2 SELF -- - �-� 1X DR 2X MULL TAPPING SMS TAPPING SMS- 2 X 4 X 3/e - TUBE Ml1LL.1IIN �[ - -INSTALLATION SCREW �- INTERNAL CLIP 000 S.H. SEALANT BETVEEN SEALANT HE111EEN JAMB (TYPJ VINDOV FLANGES WINDOW FLANGES I MULLION & MULLION RB X 1-1/2 SELF #8 X I-1/2 SELF TAPPING SMS TAPPING SMS (- -- #8 X 1/2 EI.{" 5L IIQN-A=A (1) -F_jl1 QN A -A 2 TAPPING SMSS L1X OR 2X MULL (TYPJ -I X 2 7/16 X 1/8 `a SECTION B TUBE MULLION r I X P. 7/16 X 3/8 1000 SF{. 1000 S.H. TUBE MULLION - --- INSTALLATION ANCHOR JAMB (TYP.) JAMB (TYP.) SEALANT BETWEEN 3/16• DIA. TAPCON WINDOW FLANGES NO X 1-1/2 `ELF SCREW gNCHUR (TYP) _ N MULLION TAPPING SMS CTION A-Q - T f_7SILL CLIP Re X t/2 SELF �-BB X 112 SELF �E TOPPING SMS TAPPING SMS - - ,--- `---r /4' MIN. - /� / Q \ V EMBEDMENT SEALANT BETWEEN " SEALANT BETVEEN _ - // _ PRICAST SILL DT OTHER WINDOW FLANGES WINDOW FLANGES pE-T�L"L' AUXILIARY PLATE & MULLION & MULLION -#8 X 1-1/2 SELF - _ _ ---#8 X 1-112 SELF TAPPING' SMS _� (FOR ADDITIONAL ANCHORS, WHEN REQUIRED) TAPPING SMS ---'-- --' €. TI N A -A 31 -5-ECTION A -A (4) r -- TUBE MULLION � ? i r TUBE Ml1LI. N A A B— 0 0 TO S.N. 1 1000 '-.H, JAMB CTYPJ JAMB <,r YP.) -- XH X LIP SELF � i.. ----TAPPING SMS 08 SELF TAPPING =' -B -.--i SMS CTYPJ FIfyOM E VIEWED FROM EXTERIOR MULLION --`_ -.- _ #8 X 1/2 SELF TAPPING sns - ^, I'C' o, N x a ,; : S I -''`� 4 , „ c FLORIDA EXTRUDERSI2640 JEWETTT LAIrNiE __-_ _ SANFORD FLORIDA TITLE:SER. 1000/1500 FLANGF SNF_ET 1 OF 2 VERTICAL MULLION INTO HORIZONTAL SEALANT BETVEEN ,v SEALANT BETVEEN m C 'V/' n;F WINDOW FLANGES WINDOW FLANGES - ° `v SEE 0 1'HER SIDE (SHEET 2 OF 2) FOR & MULLION & MULLION m E 14 to X I-I/2 SELF �- #e % I-1/2 sELF r, . A L DESIGN PRESSURE CAPACITIES TAPPING SMS TAPPING SMS +�° U -. ..-_ SECTION A -A (5) SECTION A 15.) nt W„ DRAWN BY. MSFI APPROVED BY: WAB DATE: 12/ 1 /03 SCALE: NTS Dw0 : 1 VMHMFLG 1101 P.W./DESIGNER [I 1000 P.W./DESIGNER AUXILIARY P1 ATF APPLIES TO HEAD & SILL WHERE 1' X 4" SILL (TYP.) $LL I(TYP.) OUR ADDiTIMA. MCMR3, VMEN REWI G) & 2" X 4" TUBE MULLIONS ARE USED 0 -#8 X 3/4 SELF k8 X 3/4 SELF D-ELAL" TAPPING SMS TAPPING SMS SHEATHING _ I x 2 x Ire OO_ _O - TUBE MULLION 1 X 2 X 3/8 UBE MULLJUN T. "ERLPNT BETWEEN 1L10N INSTALLATION ANCHOR NIT WOOD VINDOV RANGES CJ �/ SCREW (TYP) (I % MULLION ____ _ -F II -'-EXTERNAL MULLION ll 1NSTALLAT ION CLIP TWO BY WOOD ,ETA i BETWEEN .08 X 3/4 SELF -#0 X $/4 SELF BUCK BY OTHERS /INDDW FLANGE$ & MULLION `- 1000 S.H, TAPPING SMS \-- 1000 S.H, TAPPING SMS HEAD (TYP.) HEAD (TYP.> SEALANT BETWEEN _ MULLION WINDOW RnNGEs SECTION A -A SECTION A -A (2) 000 P.W./DESIGNER - - & MULLION SILL (TYP.) - r30DO P.W/DESIGNER /�-1000 P.V./DESIGNER --- / $ILI. (TYP.)I SILL (TYP) j_-\ IL-H -M0 X 3/4 SELF fSIAIL_L� e\ A0 X 3/4 SELF -TA X 3/4 SEI.? TAPPINn S 3 } -1 ) TAPPING SMS TAPPING SMS - x 4 x 3/8 / I X 2 7/l6 X )/B ,-- I X 2 ?!16 X 3/8 P• ZF11 TUBE MULLION \ 1-7q IT MULLION -'1(y / ?VHF MULLION C.-_ „/_`_._ -._ ` �� SEAIANI -.._ Sv SEALANT HEf WEEN BETWEEN _ - _ __ I WINDOW FLANGES &INMULIION NVE I- 11/8' MIN. _ _ - & BULLION _- EMHE DMENT FIFIATi �{ _..__....---_.— VIEWED FROM WERIOfl __.-__.. --- -¶TII -- -- -_ DI �_B 0PIJES To Hti(D & SILL WHERE I" % 2' #8 % 3/4 SELF #B X 3/4 SELF - .tl & , X 2 7/18' TUBE MULLIONS ARE USED TAPPING SMS Il IM'"TNuq- HEA S(T TAPPING SMS 1000 SH. --_F—;"�:, HEAD (TYPJ HEAD (TYP)SEALANT HETWL'EN cfrTj(1N_A---A // \ �M8 % 3/A SELF nUA),ONnNCNOR-+FJ+TL. 1 S-ACTION AA- /4 TOPPING SMSWINDOW FLANGES --J__000 SCRCV& MULLION SEI:,) I. N A -A / ) SCRLANT HETWEEN 1000SH. �`\ 1000 PW./DESIGNER 1000 P,W./DESIGNER _ NU CLIP WINDOW FLANGES HEAD (TYP) SILL (TYPJ - SILL (rYP.i & MULLION -08 % 3/4 SELF -#B X 3/4 SELF TAPPING SM$ TAPPING SMS Wayne A. Block, P.E. . _I _ )/B' MIN, //''--I X 4 X 1/8 _ /-1 X 4 X 310 Sall 8 Hwy 27 r / TUBE MULLION / TUBE MULI_l ON Clermont, R 34711 SNBEmCNT / / FL Lil. a No. 52583 2540 JEIIIT LANE 1 - --- -- FJLORJDA EXTRUDERS SA WORD. FLORIDA --- --� I - - - � 1 i I/C ` INTERNATIONAL. INC_ _ - _ I J T _1 -' T171.e.SER 1000/1500 FIN SHEET 1 OF 2 I HORIZONTAL MULLION SECTIONS "0 SE".E OTHER SIDE (SHEET r OF 2) FEIR xe x 3/4 SELF �#e x 3/4 ;ELT B'� A t,.SAyL DESIGN PRESSURE CAPACITIES TAPPING SMS TAPPING SMS 1./ () 'may ,. _-_ _ --_-_ `I000 S.H. \--- logo S.H. HEAD (TYP.) HEAD (TYPJ ------- Ku" DRAWN BY: MSH APP-O BY: WAB (j9 A -A (5) SECTION A -A 6 w(T` q' ___ .._ - DIiE I / 1 /03 SCALE: NTS Dwc.. 1 HMF I N TYPICAL MULL INSTALLATION 1000 S.H. /// I X 2 X 1/8 1000 5" I X a X 3/a ONE BY WOOD DETAIL C JAMD (TYPJ / TUBE MULLION JAMB (:YP.) TUBE MULLION BUCK BY OTHERS �L---- CONCRETE OR MASONRY 1 1/4' MIN. ^ /1 HY OTHERS r'-X8 x Ill SELL- #8 X 1/2 SELF EMBEDMENT <-1 GJ 4 TAPPING SMS TAPPING SMS . 1 4 -. , .....-+c- ----1— ,,, -mac - ' SEALANT BETWEEN SEALANT BETVEEN __ INSTALLATION ANCHOR 3/l6' DIA. WINDOW FLANGES VINOOV FLANGES TAP ON SCREW ANCHOR (TYP.> 6 MUlL1nN & IF(I UI�LJON 2 X 4 X 3/8 INTERNAL MULLION #e X 1-1/2 SELF Up % 1 1/2 SELF TUBE MULLmN TAPPING SMS TAPPING SMS INSTALLATION CLIP SECTION A -A_ 2 TYPICAL MULLION TO CONCRETE 0 HEAD SEQ.TI�N --A i MULLION (APPLIES TO HEAD & SILL WHERE 1" X 4 1 X 2 7/16 X 1/0 & 2" X 4' TUBE MULLIONS ARE USED) TUBE MULLION -1 X 2 7/36 % 3/8 B( S.H. 1000 S.H. .___� lI)00 S.I f. - TUBE MULLION ./OMB cTYP,) _- JAMB (TYP.) -- .JAMB (f YPJ DETAIL B #8 X 112 SELF -INSTALLATION ANCHOR #8 % 1/2 SELF RB X 1/2 SELF TAPPING SMS 311W DIA. TAPCON TAPPING SMS TAPPING SMS SCREW ANCHOR (TYP.) -- M SILL CLIP 11 _ SEALANT BETVEEN 11 _ , #B x 1 1/2 SELF WINDOW FLANGES SEALANT BETWCEN a SEALANT BETWEEN TAPPING SMS L MULL'IO\N c-( 1 3/4, MIN. &IMU�LION ANGES tIMUOa. NANGES S�$'TION A -A .(,�( v 1' EMBEDMENT #8 X I-1/P- SELF --#B % 1-112 SELF .--- ----- \-PRECAST SILL DY OTHERS T PPING SMS DE TAIL C - A TAPPING SMS A AUXILIARY AR�Y PLAT E S E .?ION 4 �FCiI N A -A (�) S � A -A _(� (FOR ADDITIONAL ANCHORS, WHEN REOUlRCD> -IX 4 X 1/0 I X 4 X 3/8 - TUBE MULLION TUBE MULLION // - // '� / !( / " " O CU 0 S H. - 1000 Y.fl.- 100 .JAMB (TYP.) JAMB 0T 1'.) \ / MB SELF TAPPING \ MULLION SMS (TYP) ` DFT�R O -. . F LVA710N - NB X I/Z SELF uB % 1/2 SELF VIEWED FROM EXTERIOR TAPPING SMS TAPPING SMS M INTERNATIONAL, INC I � 4s — FLORIDA EXTRUDERS 2540 JEWETT LANE o-�nlnl �. tL :-) SANFO.FLOEIDA TITLE: SIR. 1000/ 1500 FLANGE SHEET 1 OF 2 11111111*4 _ 8 E�z VERTICAL MULLION SECTIONS r SEALANT BETVEEN SEAIANl BETWEEN m = LL 5 41NDOV FLANGES WINDOW FLANGES qm " s,'� SEE OTHER SIDE (SHEET 2 OF 2) FOR M1 BULLION L MULLION 0 w i DESIGN PRESSURE CAPACITIES 08 X 1-118 SELF 08 X I-1/2 SELF t E U 1.(�,) YA TAPPING SMS TAPPING SMS ,��.,,n .. J-) DRAWN BY: MSH APPROVED BY: WAB ° ar 4r 4� k'r SECTION A-A_L] ' TIO _A-� L�� 3 % DATE:12/1/03 SCALE:NTS DWG.: IVMFLG 1000 S.H. JAMB (TYP.) I X 2 X 1/8 1000 S.H. ///�� .JgMH (TYP.) 1 X 2 X 3/6 TUBE MULLION TWO BY WOOD DETAIL C TUBE MULLION L__ BUCK BY OTHERS - NO X 112 SELF' '-- 08 X 1/2 SELF I 1/8' MIN, _-- ]:,. TAPPING SMS TAPPING SMS EMBEDMENT _ F- -- _ - r c.._ — -�-- 2 X 4 X 3/9 -- \ -1--SHEATHING SEALANT BETVEEN SEALANT BETWEEN TUBE MULLION INSTALLATION ANCHOR #8 WOOD - VINUDV FRAME E MULLION -- WINDOW FRAME &MULLION SCREW(TYP.) Nb % 1^t/2 SELF #8 Y. 1-1/2 SELF _ — -EXTERNAL MULLION INSTALLATION CLIP ] TAPPING SMS TAPPING SMS MULLION �FCTION A -A (T) ,SE 'TI N-A-A (%) S.H. APPLIES HEAD &SILL WHERE X 4" I 1 X 2 7/16 X I/8 '! X 2 7/16 X 3/8 B ( JAMB (TYP.) 4" & 2' X 4" TUBE MULLIONS ARE USED S 1000 S.1T- .JAMB (TYP.) IUSE MULLION 1000 S.M.-- JAMB (TYP.) T E MULLION UH U L APPLIES TO HEAD &SILL WHERE 1" x 2" & i' X 2 7/16" TUBE MULLIONS ARE USED 08 X 112 SELF • #8 % 1/2 SELF - XB X 1/2 SELF INSTALLATION ANCHOR TAPPING SMS TAPPING SMS 4-- TAPPING SMS #8 WOOD SCREW DETAIL B (TYP) -SILL CLIP —. = o V SEALANT i SEALANT BETWEEN 7#8 SEALANT DETWEEN #B X 1-1/2 SELF TAPPING SMS BETWEEN _ WINDDV TLRNGES MIN. & MULLION 1 WfNDOV FRAME & MULLION WINDOW FRAME & MULLION SECTION A -A EMBEDMENT BED 3,(FATN,NG -f #8 X 1_I/2 SELF TAPPING SMS X I-1/2 SELF TAPPING SMS -U DETAIL. C _ WooD F#aM1w y ECT I_ON A -A (3) SJ<CTION A -A (41 �) - --„- - AUXILIARY PLAT I X 4 X 1/8 -1 X 4 X 319 (FOR ADDITIONAL ANCHORS, WHEN REQUIRED) TUBE MULLION TUBE MULLION 0 V/ 1 A A - 1000 S.H. 1000 S.14. - -_ -'- O - - - - JAMB (TYP,) ,IAMB (TYP.) \ / I #8 SELF TAPPING \- ` SMS (TYP) DETAIL.-1 MULLION ' BB X 1/2 SEU' '� #8 X 1/2 SELF TAPPING SMS ELEVATION VIEWED FROM EXTERIOR TAPPING SMS I -. - INTERNATIONAL, INC. FLORIDA EXTRUDERS 2540 JEWETT LANE __ Do n (F z SANFORD. FLORID yNM ,�' cI(T„` 1T17.E:SER. 1000/1500 FIN SHEET 1 OF 2 - - - s� VERTICAL MULLION SECTIONS ,_ SEALANT BETVEEN WINDOV FRAME SEALANT BETWEEN -'WlNDOV FRAME m D- G am D ,, ' ;4' SEE OTHER SIDE (SHEET 2 OF 2) FOR &MULLION &MULLION V--08 E DESIGN PRESSURE CAPACITIE_S__ #8 X 1-1/2 SELF TAPPING SMS X 1-1/2 SELF TAPPING SMS 2' b,o ;) y f ' a'. '• )� ---- -- ---- DRAWN BY: MSH APPROVED BY: WAB SECTION A -A (S) SEC�y A -A f 5. uLL v{+ (11 . DATE:12/1/03 SCAtE:NTS Dec.: 1VMFiN 1000 P,W./DESIGNER 1000 P.W./DESIGNER TYPICAL MULLION TO CONCRETE 0 JAMB F S1LL (TYP.) FSTLL (TVPJ (APPLIES TO JAMB WHERE 1" X 4" DFAIL 8 & 2' X 4' TUBE MULLIONS ARE USED) #8 X 1/4 SELF 08 X 3/4 SELF TAPPING SMS TAPPING SMS CONCRETE DR MASONRY BY OTHERS X /841111111111111111111 INSTALLAT N 4111111 / ' 1111, 1 %2 1 IO316 X2%3/B -� TUBE MULLION 'lII TUBE MULLION TAPCON SCREW ANCHOR (TYP.) SEALANI BETVEEN J ONE BY WOOD ---'E%TF.RNAL MULLION WINDOW FLANGES INSTALLATION CLIP & MULLION BUCK BY OTHERS _ t] SEALANT BETWEEN `#e X 1/1 SELF --x8 X 3/4 SELF ..UL(IONDV ANGES \--1000 S.H. TAPPING SMS \- 1000 S.H. TAPPING SMS MULLION HEAD (TYP.) HEAD (TYP.) SILL P.W,/DESIGNER SEALANT BETVEEN //' 1 (�� SILL (TYP.) - VINDOW FLANGES SE 10 -�A-A-L) S ?ION A -A- 2) & MULLION #8 X 3/4 SELF 1000 P.W./DESIGNER 1000 P,W./DESIGNER TAPPING SMS_ SILL (TYPJ �S(LL CTYPJ / TUBE4MUL ION Q -08 X 3/4 SELF #8 % 3/4 SELF I , TAPPING SMS TAPPING SMS 1 X 2 7/16 X 3/a 1 % 2 1/16 X t/B j� "-- TUBE MULLION / TUBE MULLION _ L I I/4' MIN. /( SEALANT BETWEEN EMBEDMENT - WINDOW FLANGE - & MULLION SEALANT BETVEEN WINDUV FLANGES. & MULLION - -- - DEran B r- A XB % 3/4 SELF -#8 % 3/4 SELF \- 1000 S.H. TAPPING SMS \ 1000 S.H. TAPPING SMS #8 X 3/4 SEEI \ 7 t' A HEAD (TYP.) HEAD (TYP.) TAPPING SMS C S(A(.gNT BETWEEN SECTIONA_-�(„I) $ECTIOL! A<.A (4) LDDB S.H. TION_�-A - VINDOW FLANGES HEAD (TYP.) L MULLION -- SILL F.W,/DESIGNER SEALANT LANCES r 1000 P.W,/DESIGNER SILL (TYPJ WINDOW FLANGES / SILL (TYP.) _-. & NuwoN III Woyno A Block P.C. .ELEVATION #8 % 3/q SELF #B % 3/4 SELF TAPPING SMS TAPPING SMS 548 8 Hwy 27 VIEWED FROM EXTERIOR -I X 4 X 1/9 1% 4 X 3/B y Clermont TUBE HtILLION TUBE MULLION FL 34711 FL License N: 52583 INTERNATIONAL, INC. FLORIDA EXTRUDERS - -- -- q 2540 JEWETT LANE l wad 1 ; SWORD. FLORID' JI w 71TI5: SER. 1000/ 1500 FLANGE SHEET 1 OF 2_ ,49Y' 1°'1. MORIGONTAL MULLII]N SECTIONS ° SEE OTHER SIDE (SHEET 2 OF 2) FOR �Xe x 3/4 SELF all X 3/4 SELF , '��`� DESIGN PRESSURE CAPACITIES TAPPING SMS TAPPING SMS 'Y ?; 4T �HEA S.N. 1000 S.H. -- HEAD (TYP.) HEAD (TYPJ ( L AI g�i• '-`. DRAWN BY' MS APPROVED BY; WAB .- SEC-TION A -A (5) SECTION A -A � DATE:12/1/03 SCALIc:NTS DWc.: 1HMFLG W 0 � w, W�/� Q l� 0' O 0 LL Q �I/ 4W Z En F- UL �o2z O 4) 0 U) w �_ Q m R Imo- Cr O Fi O LWL 6) tLU v �=OZU-% E N O 0 Z O "of~Z - 0 W w /� , M y DwQO 16B Of M Q F- O Q I.._. O �W_W (1)¢WQ * + U- W(n2Mz () O W U (3Z_LLO Q O] OF- - M MLL. LL-x WQ O M Cr- F- U W I- O L.L. Q � 1z - Y ---I + z M m�j C�/�' W�wOaa- riot,-�Q Q Zm-J ' `�CL a 0; NN o6 S+J 01§ ( C) Q 11 LO O � OQ ram- ti J + rn¢ �d0- -1>a•z? <O3'QO + = Z 00 d _Z 0ZW QW Vq (n z O O cr_t] to to O N w0 � O cp ZVU LL,J-u�i Z 0 Z O O ZF-LL_ F F-J W � <Q aLLJ 0 = LL- LL d _j ca I� N et w0U)mzgoaW 0 cXq�WO (N =OZW0 Jh-ZR F-0 =U)Q=3� Z — O -MLOg<C LiZ� ri 1 tl"ZS!-�W O m [-w-Jl,—cr- ONZ ; (n C7 -L - r W �pMNwO p'd o U ELI p�Q Q �riYQOm=0?r W JU Z In cer- - ')NDUa. F--O��=z�Q� =0i O Vi W Q't�1-0) O �� Ili F- Oz F-01=E F--�(n (nU3(nF❑ ,,j LO rn CL = F- W O Q o LLR ¢aU)Uz 9.. , 0 +t i ,,nn W z, \ b N 0 O o, C: ,. ' Ul A � _ B B a Z. 'E Q -iN M 1 iS1111 W YNM t911' V a f\ \: t'J r, a�v: l. I'll. 0 I J 1 r7 \ Y b�N\ LL N LL r- LL 1 Q M W MR, Q N a 1 �;M W i . �7'. a ram")''"' L 1 ;` �v xx Z ''"1'?T 4 : � U ❑ k .S ❑ . 0 0 Z Li 0 Z 55 C7 0 W ~ (!J W J _J 0 O - = > z::>-3: U) QNWCCW O .-I Q 0 0 KOr000 MOFF--I,Z � 0 (Y U)= 0 Of i U)? - Q Q 0 LMK: o W Lli O U '"�z O �� Q z Z Fn_ ��//�'� VJ � � > _ D Z 0 O 0 U 0 M LLI = O = LU Fr LL LU ��Q w V W W F- 0 = Q Z W W _ U 2 Q >- �OO z 0— Z�w fr z O azo V cnZ= /j/� I..M1� i.- =- G ED SHEET NO. a' cr U W S-14 (n M O LAST PLOT DATE O N October 11, 2004 WINDOW INSTALLATION INSTRUCTIONS (MILESTONE) CAULK BETWEEN WOOD BUCK & MAS'Y, QPENING, BY OTHERS CAULK BETWEEN DOOR FLANGE & WOOD BUCK PERIMETER CAULK BY —} v OTHERS } STUCCO _ BY OTHERS INSTALLATION ANCHOR #8 SCREW WOOD <TYP, WHERE TAPPERS ARE NOT REQ'D, - NOTE 22) SECTION A —A CAULKING AT FASTENER HOLES REQUIRED <SEE NOTE 2), - SLIDING GLASS DOOR FRAME SILL 1/4" MAX - SHIM SPACE J < D MASONRY INSTALLATION INSTALLATION ANCHOR INSTALLATION ANCHOR - 1/4' MAX. SHIM SPACE /� CONCRETE OR 3/16` DIA. TAPPER #8 WOOD SCREW (TYP, WHERE 1 1/4`' MIN, L t\ - MASONRY OPENING (NOTE 17) T TAPPERS ARE NOT EMBEDMENT 2X4, 2X6, OR 2X8 WQQD BY 1.1THERS CONCRETE OR / REQ'D, - NOTE 22) T BY OTHER'S (NOTE 6) LINE BY WCILJD ONE BY WOOD MASONRY OPENING BY OTHERS BUCK BY OTHERS DUCK B'( OTHERS (NOTE 11 & 12) (NOTE 11 & 12)" INSTALLATION ANCHOR SHIM AS ®� #8 WOOD SCREW (TYP) CAULK BETWEEN RED D _ NOTE 23) HOOK STRIP & (SEE SLIDING GLASS CAULK BETWEEN (ANCHORS SHOWN IN SAME ` © \WOOD BUCK NOTES) DOOR FRAME 4 WOOD BUCK & PLANE FOR CLARITY ONLY. \` I 1/4` MIN, JAMB -- MAS'Y, OPENING HOOK STRIP ANCHOR HOLES v EMBEDMENT � HIM SPACE SPACED 2' APART ON �,.. 1 1/8" MIN. ' BY OTHERS OPPOSITE FLANGES,) .,a•• --EMBEDMENT - SHIM AS REQ`D. (TYP.) a \\ (SEE NOTES) SLIDING GLASS DOOR HOOK STRIP j -- - ��- INSTALLATION ANCHOR < 3/16" DIA, TAPPER (NOTE 17) 3/4" MAX. TEMPERED GLASS CAULK BETWEEN_ (TYP,) % DOOR FLANGE & WOOD BUCK TEMPERED GLASS --- PERIMETER aX (TYP,) SLIDING GLASS CAULK BY C� ST'UCCi:7 DOOR FRAME OTHERS \—CONCRETE OPENING � _ T BY OTHERS HEAD -�-- S,G.D. WIDTH BY OTHERS SLIDING GLASS DOOR STUCCO- INTERLOCK BY OTHERS HEILIK ,STRIP DETAIL GLASSR(TDYR) BY B-B IMPORTANT INFORMATION &GENERAL NOTES These notes are provided to ensure proper installation of Florida Extruders Milestone products and must be followed fully. DOOR HEIGHT GENERAL INSTALLATION INSTRUCTIONS A s 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4", LOAD BEARING SHIM AT SILL MUST BE PRESSURE TREATED WOOD OR PLASTIC AND MUST BE COMPLETELY ENCAPSULATED IN CAULKING Z B _ CAULKING OR SET INTO WET CONCRETE. REQUIRED n 2) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE Al- HEAD & JAMBS. LIBERALLY APPLY SILICONIZED ACRYLIC (SEE NOTE 2). //B\\ 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. B B 4) ,IAMB AND SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER, 5) DOOR FRAME MATERIAL: ALUMINUM ALLOY 6063, - 6) TWO BY WOOD BUCK AND/OR FRAMING AT THE HOOKSTRIP TO BE SECURELY FASTENED TO TRANSFER THE LOAD TO THE MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE PER FBC, SECTION 1707.4.4.2 AND THE ENGINEER OF RECORD'S A � B \\ DETAILS. I EXTERIOR ELEVATION 7) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOWN THIS PRINT ALSO APPLIES TO THE FLORIDA c b (a L '6 1 G INSTALLATION ANCHOR #8 WOOD SCREW W/PLASTIC ANCHOR (TYP, WHERE TAPPERS ARE NOT REWD. Lj y SEE NOTE 22) LIBERALLY APPLY CAULKING UNDER SILL OR SET SILL IN BED OF CONCRETE <SEE NOTE 2). SHIM AS REQUIRED (SEE NOTE 1). SHEATHING BY OTHERS STUCCO--j OR SIDING BY OTHERS PERIMETER CAULK BY ❑THEIRS L� 2 PANEL DOOR SHOWN EXTRUDERS 500 AND 2000 SERIES SLIDING GLASS DOORS. ( SEE NOTES 8, 9 & 10) 8) WHERE "X" REPRESENTS MOVING PANEL AND "O" REPRESENTS FIXED PANEL, APPROVED CONFIGURATIONS ARE AS LISTED Q bQ ON THE ANCHOR INSTALLATION CHART. [SEE SHEET 2 FOR CONTINUATION OF NOTES) EMBEDMENT- §v ', RE DESCRIPTION DATE IN INTERNATIONAL, INC. FLORIDA EXTRUDER 1-1/4" MIN, o ' ��a S 2540 JEWETT LANE z REVISED NOTES 9. 2, 3, 6, I c'! I $/03 R J A INSTALLATION ANCHOR o f{ ty 11, 12, 1.3, 16, 22, 23 & CERTIFICATE OF' AUTHORIZATION NO. 9235 SANFORD, FLORIDA g 4 m 31 AND ADDED AND/OR SLIDING GLASS �L�L�R CJ()� )QUO & G�d�� 3/16" DIA, TAPPER P j�<:f% REVISED RELATED IITLI~.: ` (NOTE 17) '' r N REFERENCES AND/OR MASONRY INSTALLATION WITH NON-STRUCiORAL_ F w � -' �a ILLUSTRATIONS. RENUMBERED BUCK AND TAPPERS 1r a� . �� oqa NOTES 6 TO 10 AND CONCRETE OR REVISED REFERENCES To 4_�VV . � '" REVISED NOTES, NCSEa DRAWN BY: BB APPROVED BY: RJA _ MASONRY OPENING a `°yA BY OTHERS �,;:,..•,<= `` TAPPERS DOORS. FOR DATE: CALE: NTS DWG #: F-LEX0021 SHEET I OF 2 FRAME INSTALLATION SHIM AS RE'Q'D INSTALLATION ANCHOR WIDTH -- -1/4" MAX, SHIM SPACE (SEE NOTES) #8 WOOD SCREW 1-1/8 MIN, TWO �IQ BY WOOD BY -CAULK BETWEEN (NOTE 23) EMBEDMENT OTHERS (NOTE 6) -� DOOR FLANGE SLIDING GLASS & SHEATHING TWO BY WOOD DOOR FRAME -. BY OTHERS JAMB \ TWO BY WOOD INSTALLATION ANCHOR (NOTE 6) jBY OTHERS #e WOOD SCREW <TYP,) (NOTE 6) (NOTE 21) CAULK BETWEEN y (ANCHORS SHOWN IN SAME HOOK. STRIP & 1/4' MAX. PLANE FOR CLARITY ONLY, SHIM SPACE HOOKSTRIP ANCHOR HOLES WOOD BUCK SHIM AS REQ'D, SPACED 2` APART ON _ OPPOSITE FLANGES) 1 1/8' MIN (SEE NOTES) E BEDMENT lr��77-71 - - SLIDING GLASS DOOR- (TYP,) CAULKING AT FASTENER HOLES REQUIRED <SEE NOTE 2), SLIDING GLASS DOOR FRAME SILL Z u�, 1/a^ MAx SHIM SPACE a A U HOOK STRIP INSTALLATION ANCHOR J_ #8 WOOD SCREW __._._ 3/4° MAX. (NOTE 21)_^_ TEMPERED GLASS (TYPJ F --- CAULK BETWEEN TEMPERED = _ DOOR FLANGE GLASS (TYP,) - T & SHEATHING SHEATHING BY OTHERS SLIDING GLASS DOOR PERIMETER `- SHEATHING-- INTERLOCK BY OTHERS CAULK BY HCJ[]K STRIP DETAIL OTHERS STUCCO _- —.— — OR .SIDING '-SECTION B—B BY OTHERS IMPORTANT INFORMATION & GENERAL NOTES -- These notes are provided to ensure proper installation of Florida Extruders Milestone products and must be A followed fully, GENERAL INSTALLATION INSTRUCTIONS 1) SHIM AS REQ'D, AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. LOAD BEARING SHIM AT SILL MUST BE PRESSURE TREATED WOOD OR PLASTIC AND MUST BE COMPLETELY ENCAPSULATED IN CAULKING OR SET INTO WET CONCRETE, T 2) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD & JAMBS. LIBERALLY APPLY SILICONIZED B B ACRYLIC 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 z INSTALLATION. a 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR AND BETWEEN HOOK STRIP & BUCK FOR POCKET" DOORS. L EXTERI[ R ELEVA f ICIN 4) JAMB AND SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER, 1-1./4" MIN, EMBEDMENT AB 2 PANEL_ DOOR SHOWN 5) DOOR FRAME MATERIAL: ALUMINUM ALLOY 6063. Q b (SEE NOTES 8, 9 & 10) 6) TWO BY WOOD BUCK AND/OR FRAMING AT THE HEAD, JAMB AND HOOKSTRIP TO BE SECURELY FASTENED TO B 4 AND THE 1-1/8" MIN. EMBEDMENT SLIDING GLAS DOOR FRAME HEAD TEMPERED GLASS (, TYPJ DOOR HEIGHT CAULKING T� REDUIRED (SEE NOTE 2)7 TRANSFER THE LOAD FO THE WOOD OR APPROVED FRAMING MEMBERS PER FBC, SECTION ENGINEER OF RECORD'S DETAILS. INSTALLATION ANCHOR �:. (SEE SHEET 2 FOR CONTINUATION OF NOTES] 3 WOOD SCREW W/PLASTIC 4 �� w �e� y ANCHOR (TYP, WHERE INSTALLATION ANCHOR TAPPERS ARE NOT REQ'D, ?/16' DIA. TAPPER � a .F` `� �,>, j`,; `� y REV DECRIPTI�N I7kTE INI INTERNATIONAL INC EXTRUDERS FLORIDA EXTRUDER SEE NOTE 20) (NOTE 1 ) 7 D r ?J�Q JEWETT LANE CERTIFICATE OF AUTHORIZATION NO. 9235 SANFOR.D, FLORIDA BREVISED NOTES 1, 2, 3- 6, 11' 20, 25 & 30 AND ADDED i2/18/03 RJA QR CONCRETE OR LIBERALLY APPLY CAULKING MASONRY OPENING O N i i z m ¢ U r t , ,a' � AND/OR REVISED RELATED REFERENCES AND/OR I__VSrPA'nONS. ADDED NOTE -_.---------- TITLE: SLIDING GLAS.> DOOP 500, 1000 & 2000 --- UNDER SILL OR SET SILL IN - BY OTHERS J y=s °'. °U � RELATED FRAMs_ INSTALLATION WITH #8 SCREWS BED OF CONCRETE: (SEE NOTE 2>, SHIM AS REQUIRED (SEE NOTE 1), <` w a ` rig , s � y a� NOTES B TO 10 & 21 TO 29 TO _T �_._ _-_ ------ %� /� SECTION y ,, p � ` + a a AND RVASED REFERENCES THESE ° PANEL DRAWN BY: BB APPROVEn BY RJA _—_ ATE: 12/18/03 __.___ SCALE: NTS OWG #�: FLLX0027 SHT 1 OF 2 f 1 f 1 N TAPPERS FOR O�XX DOORS. W U) ( X as J 0 Ldo W cc X Uj =oz0 U) 0 o O ¢oaLJ ¢ N o (.9z UjWF-Z Q) = w p W Lu ¢ 0 `y � _j f- :D Lu � O U) Lu z * + o u' 0 z� E. 0 O U xx 000O1- MC:) U_Q W C) CO of V w r- O w Cr OWOY=1 L Md Q w�wOa t ¢ J MO Er 0 F- J ¢ IY L.L N N O, ¢JzmJ o dd �CL09 (n o' � cJn- o � In o � I� J w -� 0 �t a. o 0 ¢O0�¢zo + 4 0d V �h ti (n L 2 o O e1 W Z N LLJZUO W ui1'i. o6op O zQL�.C7 2=fit F- a0 < C7wUz �1U_W J F� N Z LU 0 0 O E d0 00 LUnCn (n zaw V) o w N =O0LZU_zzm° m0Nza LL_Z5� ujuj 0�~MZ¢�� rOM�`ZIw M LLJ:D 0<:3 Q p-tJi0(:s O Ld _j _j N O U � (� c� r` F- --, Co (L ujO h O0�F=Z� V O `� o`t�� Fw- zl- 0-��- ❑❑ LL 0)Qa.(n()Z 0 ❑ s?# : ❑ c Z to M ❑ W UI ❑ L ' ; N ". ?a N Ln t2rA• W �rJ tD ❑ �M� u k 4 w �� I -1M � g N LL fix% A. J C- QWa' F— . W�V y('eTk U ❑ 0 L W C7 Z w-r:F J p0-=> zi-3cn C N w X W zll=oo0 O w w U J 0oFgz oLLI Qlr�Cr >�Z�� I- T) CV z ,4 W SHEET NO S-15 U) U) Z:) 0 LAST PLOT DATE October 11, 2004 0 N 0 SGD INSTALLATION INSTRUCTIONS (MILESTONE) QI I — — - I —1 -11 I ---_L� I I � F - I - L LLL.� � _LAL 'I I J I I I I 11 I I - __ I � MIAMMOADE = M) - NIM,MI-DADE COUNTY, FLORIDA NILITRO-DADE FLAGLER BUILDING RU11,01ING CODE COIMFLJ�NCE OFFICE (8CCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DMSION 1XIAMI, FLORIDA 33130-1563 I I � (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) CertainTeed Corporation 1400 Union Meeting Road Blue Bell, PA 19422 SCOPF' This NOA is being issued wider the applicable rulesand regulations governing the use of construction materials. I'lic documentation submitted has been res�iewed by Miami -Dade County Product Control DiAsion and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the exTiration date stated below. The Miarni-Dade County .Product Control Division (In Mian-d Dade County) and/or the AHJ (in areas. other than Miami Dade County) reserve the right to have this product or inaterial tested for quality assurance purposes. If this product or material fails to perforni in the accepted nianner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceplance, if it is determined by Miumi-Dade, County Product Control Division that this pToduct or material fails to meet the requirements of the applicable building code. I ,; This product is approved as described herein, and has been designed to comply with the Ifigh Velocity flurricane Zone of the Florida Building Code. DESCWHION: Landmark 30 (and -AR) (and WideTrack QR), Landwarlk 40 (and -AR) (and Widel'raek QB) and Landmark 50 (and -AR) (and WideTrack QB) LABELING: E ach unit shall bear a permanent lab,eI with the manufacturees name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and diem has been no ch,mgg-in�)icable.buildipg,!�_qd�n!�g�tiyi�ly e��t� 4f� _ q ________.____. TERNIENNATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, andloT manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically temrinate this NOA. Failure to comply with any section of this NTOA shall be cause for termination and ren-Loval of NOA. I ADVERITSEMEW: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literattrre. If any portion of lhe,NOA is displayed, then it shall be. done in its entirety. INSPECTION: A copy of this entire NTOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request (if the Building Official. This NOA consists of pages I through 4. The submitted documentation was reviewed by Frank Zuloaga, RRC Roomc ASSEMBLY APPRovAL Catmoryz Roofing Sub-Cateeon, 07310 Asphalt Shingles I � Materials Dimensional Deck Tne: �Al`ood 1. SCOPE Thiis revises CertalinTeed Landmark 30 and AR (and WideTrack Q11), CeirtainTeed Landmark 40 and AR (aad WideTrack QB), CertainTeed Landmark 50 and AR (and WideTrack QB) Shingles as manufactured by CertainTeed Corporation described in Section 2 of this Notice of Accpptance. 2. PRODUCT DESCRIPTION Product Mmen4ons Dell Product Des"r Mion �5yeSlocatlons Certainteed Landmark 30 and 131/4" x 38 -�/,," PA110 A heavy weight, 247lb/sq, dimensional AR (and WideTrack QB ' ) asphalt shingle. Certainteed Landmark 40 and 131/4" x 3 8 '/4" PA 110 A heavy weight, 264lb/sq, dimensional AR (and WideTrack QB) asphalt shingle. Certainteed Landmark 50 and 131/4" x 38%4" PA 110 A heavy weight, 296lb/sq, dimensional AR (And WideTrack QB) asphalt shingle. Accessory Shingles various, proprietary Accessory shingles for hip, ridge and starter strip applications. 3. EVIDENCE SUBMITTED: Test AL!ency '.1`4 V,S t I d e.n t J ri tr Test Name/Report PA—te Underwnters. Laboratories, Inc, R684 U'L 790 04/022/01 PRI AspbaltTe,L:ihnologies, Inc. PCIIIC-01-02-01 PA 100 1 01/12/01 CTC-006-0,2-01 11/12/02 UnderwTiters Laboratories, Inc., 9 4N,TK9632 Wind uplift resistance PA 107 11/30/00 .%ZT,9( .11___.1 -111, ..... . __._,____. . , A&I�t48___ . - _..1_...__.. I.... 11-1-1. .......... I I 110 8/02 4. LIMITATIONS 4.1 Fire classification is not part of this acceptance; refer to a current Approved Roofing .Materials Directory for fire ratings of this product. 4.2 Shall riot be installed on roof mean heights in excess of 33 ft. . 5. INSTAUX110N 5.1 Shingles sbatl be installed in compliance -with Roofing Application Standard RAS 115. 5.2 Flashing shall be in accordance with Roofing Application Standard RAS 115 5. -A Tbe manufacturer shall proiide clearly written application instractions. 5.4 Exposure and course layout shall be in. compliance with Detail'N, attached, 5�5 Naflings-hall be in compliance with Detail'B% attached, Iq It, , I , �, I' "': ii � it �, ,� ,,, l. �. � P it 1, I C ,� I 0 R " M t, � I � 1 1 I.. . I - 11 I I .110. .090L A LAMINATED SHINGLES �, " *"-" I I . I 11, I 1-5 � , I *..4LL-\ T I MA: P3 Al A N C' tm ",",4 , ,klr.� o1,ft,',I1l'r �0 IIAK00RSUrT$LlWI ,% - 91, + , I,hill��,i -w��ss+i,lllo,o- v� �,i ;�,, " "l; �,�,"-.��..)�: it 'Alq". 1, 7", 14,44fil ihe ( ,,, rsv/ I.i�o(',?,ili�,e"ie,?,:il�l�lyi�itg I'll, 01, � , lk, i" ,Vi,s0,!,;,f.,,,l �; ,.,;,�'..,I,e",i",k"t;z,.,""N",I,"�- , , Urlvoli?Md shillighis 110W IST.Opli. ( INOVIA"EVI: 1- .�,, i,! lil"ll(lo,ozi- It v, I � � � i,qlRlJJ..!W' I I "W, IA,111 III �l4 , , , ; .... I, 'i'li. kli!S1iil,i,i og'i,ll�,, , t0t4ul DIRf?11$il`11l� MURIC 1)I.WK*5!siNS k,,i.,ll,�I;,i,L I',,' %,,<� twil" iuil�! �,, "i':,"l ill; III-, 'i'tive c-I LANDMARK'SERIB LANDMARK SERIES, HAERAIr IWOMANT 11'v, jw.inith, _:., %, � �� In 1,111,11."k-t ..l"�;1;%c WOODSCAPE' SERIES AND ARCERIECr 80 'I Nl�u;!,,f�uz-,: ,,, .I ,,i�,!,JjoJ1, , , -,t�,�,�,,!.Z�),�l,.,��l"-,;4)�Ill"I it. f'1N,,Il,rl�,A,3'nm."'4 !zl!I-1 11 'n,itJ ,ill.) I � ��, 1,;Iil,� li,il,,I, II "It"ll f";T1di,id ,,i,r thie ,,,(I,, ,-I AI!4,1z.., P., I:qc�)l WO ilto liti a Clx� A il', 11 11,t,in�-� -14,1� 1 i e I JI'di, . � ilg,'� olil"Isf,lititil j, o'ii(_'l 'i". i I `::'., "' litl , � it , i�,,!, I I " I, imi'lo, . I J U L 11 141" 'llMsmo.,1�4 'pi;wl, hs,�.,,,,,l: �k, ,,,,:�Jlws! 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Sbit,ll� ,,�,,";;,,' in., ':e ,i,, o(': It ,J:�,,,,,�l-, zw artilit'! `�Ilil,l, With lfik ,tur)AWrittif I.ortilmack1l'. do,041. , I .I .111�1 ark, prittemd ht C:z?(igllTVl:�, whiiiz jlsi,,I��% lb�l,ti I'lari - !.! u,,,,� o,�,,,;I.4� Jw" ln,'ilv li, mlil", .ls,:' 1 IV whort" ,lor;l , I . . ifl;l;i,d ,Wrq,I*,. lipiln ,allvIll, kr,t tect,witilloded wheil, apfil xi'lltootmot. 11; il��v 'WiIiiii ", �,A,�' ,,,,I ,,I ni'J �Illl,r it ri�;Kimitl"-,, Utut.013irk TL: 1,1,l� � l �!�,tt�! , ill ,,ilf- �,s, �Ilso ,u, n,",W ;.Iln. !l"'t"l, l,,,I,i ,,,,,Ill,i. nl,l !, -i. , I " 1, W,,VI, sk ti iltrtt , �; Y, <,iiIrIl1'l.;!-1,I w, iio,tkI;Q k it i'tcM,W 9w C.Ak VON: I,. f,foz I,( ,'I it. �','l, " : ,,-+l , onitr I, wilic ,w.tl "I'lt, 1;0�lktlwl vi� "I"lit, . ,,,I ! o,ij, ;it!,:! li"'t"'a. sl,,;n.,,� it "I'e", sjrlfs�d � , ,'!,si, ill')l- ti,;lIgn; m Ila , � i �i, , ,il ; lalvil. , . . . , Into (tio 1�:Illy. �� e Ili, .;,�l vi't.," "itilto, )k 1,3RAN'TY: l!E"Itl, 'hi'l,'i, , "" "'l.- ... ; i�i,o't ot,,pil't, li,t,ii� Dwft&g Ins"troctmisstro. '(slitolon -W 11144V NI � I ow%vd. , , � Nlrk, liv tto,pi�,'.11 ,,, T.""lo"'n, "l, t,zsl%iwi� il'. sul,i,-: ik"', wl(oll-wd ,�,.f�,��,,�,�lc,,,,r�,i��'�)�Illli,zr.,Zf�z-, �!,tt,!,ri,i,k",,�,,.,,�i�Z-1�t �Xlkl 0)wl" R i�111* lis,!u ln,l�, oi,�il � k'� l.,i,ldX1,tk Ti 'MiN I, I'lowl, , I,:; %1i. 4 Sit;: lt"o 7 I � , rt ilml !;" liolls I I , , � - �,o;r.-V l � i I,111 IIIA 4i:,t: ,sit 'I\ 'l � Ili, ,.n,r.,al,l illsf"� �. I ,<; . l: ��!, 10 , : � ill ,,'(.oiN,,ini limil,li, it, . ; � , , i � . � , ! : , 'll ,+ � l 811,W l I I I : %i ,�,� l�,` ,,, "' .. : z - ". 1� l e L , - l ::i .... .. I + + I : ; : , , ". ; 1 , � � � ; . . � li'' STWIAMI . I . . l I - : , :_ � � : :, - �1, i :, . . . I . . . I I I I I .1, L il ., . � I . � I I I- " , , �_ �', l', . . I . 1: ipik. : _ ., :� , � : I 1. 11. I � � �,: ...1.1. 00 tl AWV Willi.. '11 801 2112 Sillol I�, .1 ��pi, ', , sil, dli,in,l,%�,;, ", �,Prmz .,i� A,J:i�tr, �P,,ii, -,VlmoIT,,(o ,n, ,;�lZlq:,i;I)&. � I I I I I 1 � I �, � 4�_ " si l "I,\ 11 ..... , , 7 . Ill I `� __V_-, . \ ��Il,K I . I I , - , , ,� .7 � , - "� - / . I z ,. _\ ,,.,,,� �,,',,�"" 11 - _3 "'.""".."',� l�,.� ��-,� � . - __',,,'�, %, _1 l l, , I ',�,,,!t, ,, ,.,,. �7,; l� -� - �� , 4 - . ,� -, , - �-\ N \ I /' _ - - + - .., \--,�, � M\ , Z. — \ I \ NOA No.; 01-1 219.03 . s,i`11N(-*il,"_ ,_ I, I .. ", � \ 1'� /.,, �,, � ,, -,� � , _\N_ N _-I NOA No- 02-1219.03 Expiration Date.- 02128/07 ,i',/;;� , Ir \\ ,.. Expiration Date: 02128/01 Approval Date: 03/27/03 ,/" A\ -,,,,,�. ,,� .1 - Approval Date: 03J27103 Page 2 of 4 , 1// ��'. , , \ � -:�,kl �-� , I . I Page I of 4 1 9_;", , ,� �': ", ,_ t.. ,o.-, � - I I I'l "" __ L_,,_ ", sl , �, 1- ,:", I I �, ", "+ ,'�11 '11b - ., 'Ie , �: \ I "N'.., I ,�,%� 13il'tt", \ 6. LABELING ; 6.1 Shingles shall be iabefed with the. Miami-Daide Logo or the wording "Miatni-Dade County I Product Control Approved". 7. UU16)ING PERART REQUW MENTS 7.1 Application for bu I ilding permit shall be accompanied by copies of the following: 7.1.1 'This Notice of Acceptance. * 7.1.2 Any other documents required by the Building Official or the applicable code in order to properly evaluate the installation of this system� DETAIL A Eaves 6 --- WIDE -.40-I NAILIN(3 AREA DETAIL B LANDMARK 30, 40, 50 (AND AR) L.#--- ___ 38 3/4" - —�4 I , ____ � .1 -, 7 1 7- _,��,7� =/I-"- 1 7 :��' 7 / , —fie1Q;1'1_f3 W ,/7 / - I , /__ . ,1_4 _ - - - - __ ,,77,"*';IZIT�-1112:1�2.,,.,,., _ - Nalling also for 'JoW aflill StMda,0" slopef, Ill= 3.5' .12 to 21:1 2) l4a bettlit"n, upplit & Icmw vialil floss, "I _ 12' —,----! --------- �_ 14 3/4" � ... ....... _ ! - 12" I— 1. 1� — III -� 'Mm EL , ___ , �,._ 7T ! 5 518" 7 7.... Exposure ____L.__ .. LANDMARK 30,40,50 (AND AR) - WIDETRACK QB (Low and Standard Slope) I i_'....- . .___ ............ .. _�-- 38 314- ---- -- � - - -� Naitino area for -st"pr telopm (Orlitaiter than 21:12) NIIII beintivem boftom 2 n3il lInits. -0--" - -- 1 Z" - - -- , "..4— 14 314" — i a 12" I . -0-- t�til 11, , — /:\ --- - - ______ - , __ I \ 3*-- � Z--, ______1*/.� I.'-- 5518., Exposure i 7 0 7 ____7 LANDMARK 30,40, 50 (AND AR) - WIDETRACK QB (Steep Slope) E'Nll) OF TMS ACCEPTANCE _1 : i I I --- 13 1/4' �Jf 1 1 � i 7 1/2" : 6- ! I � i I -A-A. 13 1/4" ! _ i f I 6 118" ; z I _1_1 NOA NO.; 02-1219-03 NCIA No.: 02-1219-03 Expiration Date: 02128107 Expiration Date. 02128/07 Approval Date- 03/27/03 Approval Date- 03/27/03 � Page 3 of 4 F'w�) Page 4 of 4 I. wh*31 Q"Ilvitlol,. ml!�zi. . itil:Dollible I � - 9 _ tiffeloalm ;pPillimion loilth.0, .,it r'.11"tilh. _* 9 I i of 4 (001i, Afthriprodifil[Wattintly, linli,cl tho lil i- - t E, i5z , �; 1,0114*01, listao b0ow: ;, 4 1 �5 1. ----,---- ltlilllsz�s ,;, ik'.,l!l,Q ;i,,� -ilt'.. - .1 ,Yw . . . I It'laig-ot:II) il-�,�t I.0:of,� lriL1..,oZ.o?!1 , , ., . ., . .. , . "o r. �,�mvlc!_ F,l� De"'in goo 947 OoIt� V - , - , e,;t,,i,i,J RM Who, lit! ti, I , � ono io I i4fi �.K . . . ,/ V ., �* . I . �� 1, T " +. , '�- . _ �_" . . �- �1, 1 _14- - , , L + �' ,,Z\\"`L' , .... _`,_ I - I """i, I , ,,,, + - . : �., I , �_i �_.'� ,., 11 - ,�,"""-sk-, � ", ___\ --l. "" I I I\ .. ,L I \\,��,_,.;,\ �,��` , I , , " I ��,�-\ �- ?a,,'- " �. 1, , . li, \ 1__\:��_, , -1 _ I I .1� \ \ _:�� - , 1> , I I � , , , - � � - ... .. I'l, zlil,, Iii"ins4li, , ", I'll, ..... � i - . . I , , i �, � 1� - I., - - i , v,AI!,!I0I, � . z : , .. I � " � , .� 111�111 , -1 II7. - ,�� < . . ., � l I ; , � . - .\ : -'r . I ,- _�, I - � , "" � ; i t , 0,� :�, �1. the ""'wi, to l , " : . . . \l, � . I i ." , - � I.- . � , , . � 1. I I � A�; rm�pll! !t,-t:MA . I ,;l - . � - � . . � ,4. �R � , ,". I " 0 ,,It 0 �,lt ,I 1� i" .. . _ " I - � " , _1 ,,� � � -, vii-ti: ,vit, li,�t ,,� , 1. V " _1_ , \ , �_ I, I olgqV lip �: ti,il0ill! I .... �', I.. IN, ", ,,""t, . ... - , , 1, .,-* .t.,-t., , 1,1 i . , � ". . �� - 10..- - ,"': - , � . . � " . .:. .. , 4, , , ", : .:: ,!,. � � - l , , , q,em. .. , I � ., I I .1 .� l - I � : Ir, : I �il,_ 1 i ll J'i. � ,,,, - 111.,t1-i; I 1 , 114l" '�;I "tt-a,r, ", i� ". i ti" , ,__: � - "', - 11 :� '. , " . ,,, ... ,,, �o, .'�,I,1�, 1! �ll:,",? .. . ..... i'vi, , -I%" Ir , ,� F A � I E N!, R C, !iH, lll,li� I I -Ivw CS, 'IX I"'Al, �,n,l s�,nr It,'Iso! acliall r,x,�,stl; C,i!:VnI tw'swl izit! �,�II ,,,, N1,"', ;,A,'�flstll l'X*'IA ceil,t,ul iitrio�d lq!; ,,�:�.�� ."..".��;F��'�,*.'��'O�TI,��:,:�;� As"."It" 0�llllf, y1v ll l , "�": I 11.1,_ ENGUSH DIMENSIONS - ix _ ... I.- 1- 1,!� _�_ If' .�_ - I'l 1,',�' .-z 110--es 'l�"!`,"""` "'i.1 I �: Prol"', � I i is,, ; - ;" � I l,,Vnv,.i% l ,,1..ii:-.I" l Nallitim :� ", � � , .11! ,�'� , - I � "I I .---I *,I ilil -! I � �:" ,l, l z t . : ,,(-,,ar,i) 01piy, !.f2 P"',' "',46ilp,%�,str""W"',�, . I . 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NOUSH DIMENSIONS WIRIC DIMENSIONS - �V, "I" 1, l , `!)nr�4 i 141 s%ll,� ,;1 zI ; I, ,! I s"I l'ol . , ,- I ,� - I : ,- 7�� I'.' - Nq� - I ,. il . t . . ; t�l,,; I,i � I 0) - . . . . . I . � ,,,". (( Nll.: * i � . Ikilt, I , 11 - - ,�. �_Zzl � � , f�, il:,11, , . I I 1. . - - - - - i- J - - - . --- 1 � ". . I.. �. I 1 � �, 1111znnln l��', it'... ., / . I , Z�, . I . 4', I I ,�;" I /�' . -- , 'll'i Izi_ "it, , � - :. is' - I-W, � ,,:! . � ,r� �1� -� I _l -_ ., I'll", , .1 - � I ;,, ll I, ". , � , ll: I . . 1. . li, � 'is Z�ll j �Z,% k'�� , I, , !, ; I , , l 1100hu coollins i , - i-, 1. * "t , �!i,,, -� � I., � l .......... 9- .... ".." I.:-1.1 ........... _1 . I - 1, - . I "' �:; - , — , " I, .�"ll � - - L - - I ,.�- '14N,4 .... � - -- I ..... � , !7. , , . - - - 4 l - DY , I�!i, 7. � I � t �� . I I -1 . . . l,:� 1 ,i � i. ,,�. 4, t'i : (`,,T� zzin", � , , �, " �1'1 :1 � 't . � , , I .:� . , , � , i , l" i -� l ,,, -!l% �l A�tli,lll �,,Ill!_, ,1.,.,f:i ," ,�s, ,,, , /, . 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EMBEDMENT BYOcclTH / BY OTHERS 1 /~" MAX, SHIM SPACE PERIMETER J CAULK BY OTHERS (/ DOOR FRAMEI R) HEAD DOOR I HEIGHT EXTERIOR GLAZING ff (SEE NOTES) I MASONRY OPENING BY OTHERS SHIM AS REQ'D (SEE NOTES) DOOR FRAME JAMB PERIMETER CAULK BY OTHERS STUCCO BY OTHERS __ Dom WIDTH CAULK BETWEEN WO00 BUCK & MAS`Y OPENING BY OTrIERS 1-1/4" MIN. ._ s INSTAi_LAT16N AN^H 3/16" Dix 1-1/8' MIN. CALL DOOR TAPCONS iN SILL EM E!)MENT s,!'_E & SiZE ;N UP TO 46 FSF r61 Psi _ CONCRETE CONFIGURATION f INCHES 45 PSF TO 60 TO 7C OR MASONRY DP PSF QP PSf DI OPENING 5D68 XO, OX, XX 60 X $D 3 3 T 3 BY N 606E X0. OX, XX 72 X 80 4 4 4 8068 XO OX. XX 9i', X 80 5 5 5 10068 )(0. Ox, XX 120 X s0 6 6 7 6084) XU ox, XX 60 X 96 3 3 1�G90 x() ()X, XX 72 X 96 3 3 3 Lit)K() <.1 J �. Xx i'f Y 3t? 4 4 5 �n WOOD 7668 C ICK 41140i0p 1306E C <0 t sc.{ 6 I !� f l'k' 1ft, 2oox%) 11 151/4 X &,1 7 1 c, / !af '8 11K01 1181 sp4 X tiS 9 1 TAPCON 6., i 7660 91-;.r4 < 116 6 FROM ENDS ' 9080 OXO 1()9-s/� t ,; 6 8 12680 OXO 145--3/4 X 96 MAX. BY OTHERS 15080 OYXQ 181-314 X M 9t1 1.5 7668 XiX _-9/16 X 5 __*'5____6 �ti w INSTALLATION � 9066 XIX 106-9,Ao X 80 5 5 g ANCHOR 1 120613 XIX 142-0/4 X 80 7 I 7 8 #'8 SCREW i 15068 XIX 178--9/15 X 80 6 10 11 1 7680 XiX se-s/10 X 96 5 5 5 9080 XiX 106- 0/16 X 96 5 5 6 CAULK BETWEEN 12U80 XIX 142--0/ts X 96 7 B 19 WOOD BUCK Nr �(_��_-_,_, 17 " 6 X 96 $�_ _16s � __12 MAS'Y OPO4ING 1 $ OXXQ, XXXX t 2D -s/s BY OTHERS 12M OXXO, XXXX 144--•S/9 X 80 7 7 9 16068 OXXO, XXXX 192-6/a X 80 9 11 1 12 10080 OXXO, X)O X 120--SA X 96 6 6 7 � 1•2080 OXXO, XXXX 14.4-5/4 X 96 7 8 9 r ��•. 2 BY fi OR Ijl ,go0__OX>� XXXX__ 192-•d X 9F: 9 12 to SHIM SPACE 2 X 6 WOOD _ BUCK BY OTHERS 51XT1014 (SEE NOTE 1$) 3 LIBERALLY APPLY CAULKING � N) � C � EMBEDMENT � SLIDING GLASS DOOR UNDER SILL OR 'SET SILL IN 1 HOOK STRIP 9 8ED OF CONCRETE T ~-`^----;N5TALLAT10N ANCHOR �} yQ 3/16" DIA. TAPCON 1) DOOR MATIERIAL.: AWNNN1M ALLOY 6063. 2) TAPCON TYK NVAtiATION ANCHORS 0 $ILL MUST BE OF SUFFICIENT LENG111. TO ACHEVE MIN, WOMMENT Of 1--1/4' INTO MASONRY OR CONCRETE. (8 SCREW INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACNIFE A MIN. 9dom iNT Or 1' INTO Two 8Y 'WOW 921CX. 3) ALTERNATE TAPCON INSTALLATION ANCHORS FRONt TO BACK IN FRAME SILL 4) USE CAULK FOR PERIMETER SEAS. AROUND EXTERIOR OF DOOR, 0 :f EXACT I)OdT SIZE N8 NOT LiST10 iN RVSTALi ATiON ANCHOR CHARY. USE ANCHOR AN LISTED MTH NEXT LARDER _. SITE. FOR TT� APPROPRIATE DESIGN PRESSIJRE iTEdO, 6) t17R POCKET 00QR SIZES USE C OSEST BYPASS DOOR SIZE & L`ONFIGURATION TO FINISHED OPENING. 7) "4SULATEO GLASS SHOWN, NINGLE GLAZING ALSO APPROVED. TEMPERED GLASS THICI(NEW MAY VARY PER REQUIREMENTS OF ASTk E13OO 0" CHARTS. 8) ALL FACTORY APPLIED HOLES NOT DES04ED FOP, TAPCON ANCHOR SHOULD BE PULED WITH 18 SMWS OF SUF'FK*NT LENGTH TO PROVIDE *N. 1' EMSCI A(ENT :NTO TWO BY WOOD BUCK. j 9) JAMB / SILT. CORERS ARC TO LE SEALED WITH A SMAU. JOINT SEAM SEALER. 10) SHIM AS REO'D. AT EA. SET OF INSTAt..i.ATION ANCHORS NTH LOAD BEARING SHW. MAX ALLOWABLE, SHIM STACX TO BE 1/ST 11) ALL INSTALLATION AIVCFi0R5 MUST 8E MADE CF COFLROSION RESISTANT MATERIALS. 12) ,THERE 'X & I" REPRMNTS MOANG PANEL AND '0` REPRESENTS FIXED PANEL APPROVED CONFIGURATIONS ARE AS GLAZING LISTED ON INSTAiLX-PON CHART. (SEE NOTES) 13) N01' ALL CONFIGURATIONS LISTED ABOVE ARE SHOWN ON THIS 1RAWTN0, HOWEVER. INSTALLATION SECTIONS 'A -A'. '5-6' & HOOK SMP DETAIL .APPLY TO INSTAUATIOi'N OF ALL APPROVED CONFIGURATIONS, 5 - 14) MAX ALLOWABLE SPACING BET1<EEN TAPCON ANCHORS IN FRAME SILT. TO BE 24' O,c. DOOR INTERLOCK tNGLA5GLAS CK 16) SERIES 420 SLJ094 IXA54 DOW IS SHOWN, THIS PRINT ALSO APPLIES TO 430 k 440 SERIES 16) X6 OR 2uX. WOW � TO 9E SECURELY FASTENED t0 TRANSFER THE LOAD TO TK MASONRY, CONCRETE OR 0T44:R HOOK STRIP. � i FF TA - I L I7) DESIGN PRE4SWRE CAPACITY OF PRODUCT TO BE 3SO PSF. mmonowsommowmam TWO By FRAMING 8Y OTHERS SHIM AS REQ'D (SEE NOTES) S SHEATHING i BY OTI4ERS 1 BY OTHiwYZS � F PERIMETER CAULK BY / OTHERS I DOCK FRAMF:.•_.f +i1-. Ail E7(TEMOFI GAZING - (SEE NOTES) INSTALLAPON ANCHOR 06 SCREW \ 1-1,/8' MIN. EMkDME:N T _- i- 1 "4" M__j AX. SF;IM SPACE. DOUR HE1Gt1T SHIM AS RF:Q`D (SEE NOTES) DOOR FRAME JAMB PERIMETER CAULK — 0Y OTHERS _ DOOR WIDTH 1--1/4" MIN. UNDER SILL APPLY T SILL IN .� o q EMBEDMENT tJND!~R $ILL Oil SET SlU: IN ! BED OF CONCRETE CONCRETE OR - MASONRY OPENING INSTALLATION ANCHOR BY OTHERS SECTION A^A 3/16' DiA. TAPCON N127ES. I DOOR MATERIAL: ALUMINUM ALLOY 6063. 2� TAPCON TYPE INSTALLAIM ANCHORS 0 SILL MUST 8E OF ST, nCTENT LENGTH TO A jiEW MIN. EMBEDME7VT OF 1-1/4" INTO MASONRY OR CONCREYE. ja SCREW 1NSTAILL.ATION ANCHORS MUST BE, OF SUFROnT LENt;TI4 TO ACHIEVE A MIN. EMO MENT OF I' INTO TWO BY FRAME. 3) ALT914AIE TAPGON INSTALLATION ANCHORS FRONT TO SACK IN FRAME SIU_ 4) USE CAULK FOR PERIMETER BEAN, AROkJN0 EXTERIOR OF DOOR. 5 IF EXACT 000R MZE IS NOT LISTED IN INSTALLATION ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT L.AfWR SIZE. FOR THE APPROPRIATE DESIGN PRESSYtRE REO'0. 6 FOR POCKET DOM SIZE$ USE CLOSEST BYPASS DOOR St& & CONFIGURATION TO FINISHED OPENfNG. 7 INSULATED GLASS SHOW, SINGLE GLAZ)WG ALSO APPROVED. TEMPERED GLASS THICKNESS MAY VARY FfR REQFIIREM ENTS OF ASTM F-1300 MASS CHARM 8) ALL. FACTORY APPLIES HOLES NOT DE-96NED FOR INSTALLATION ANCHOR SHOULD BE FILLED WITH 08 SCREWS OF S MICIENT 1ENGStd TO PROVIDE MIN. 1" FL,i9EOMENT INTO MM FFIAMWNO, A) JAMB / SILL CORNERS ARE TO BE SEALEV VATH A SMAIL. 40047 SEWN SEALER, TO) SHIM AS REO'D. AT EA, SET OF INSTALLATION .ANCHORS W4114 LOAD BEARNG SHW. MAX. ALLOWA8L-E SHIM STACK TO BE 1 /4'. 11) ALL INSTAUATTON ANCHORS MUST M MADE'. OF CCOROSION RESISTANT MA1'E,RJALS. 12) YMERS "X &'A' REPRESENTS MOYNNG PA-14u, AND "0' REPRESENTS FIXED PANEL APPROVVED Ct10:7-TGLiRAllCk1S ARE AS LIST O ON INST'ALIAMON CHART, 11) NOT ALL CONFTGUR"ONS' USTM ABOVE ARE SHOWN ON 114IS ORAIWNG, NOWEVER INSTALLATION SECTIONS 'A -•A", "a -a" & NOOK STRIP DETAILAPPLY TO INSTALLATION OF ALL APPROUM CORAWRATLONS. 14) MAX ALLOLMASM SPACING SE IW-04 TAPCO,.4 ANCHORS TC P.E 24' O.C. 19) SERIES 490 SLIDING IGLASS DOOR LS SHOWN. THfS PRINT ALSO APPLIES TO 430 & 440 SERtEg- 46) DESIGN l413SUK QAPAdTY OF PRODUCT IS 3&0 PSF. __4 1-1/8" MIN. EMBEDMENT 1 /4' MAX. ,HIM SPACE rL•ASr �.J�i�__�.'a+. TWO BY FRAMING BY OT'HFRS SLIDING GLASS DOOR HOOK STRIP I" MIN. EMBEDMENT l-• CONCRETE OR MASONRY OPENING h, ;,THERS � � I R CH A R T_ �,•••• #8 St:REtYS SCREW TIAPCON IN IN HEAR EA JAMB HOOK STRIP UP TO 46 PSF 61 PSF OF TO UP TO 45 PSF TO 60110 70 70 PSF 7D PSF'" DP PSF OP F°SF OF OP QP_, - -. 3 3 4 4 4 ? 5 5 i 6 4 a 6 7 8 4 5 3 1 3 Li L+ 4 4 4 6 f 5 5 6 6 b C i 3 ( 10 4 5 S (' h i:i I } 7 9 "0 4 5 12 14 a 5 S 5 5 6 6 5 8 7 6 6 7 10 6 10 1S 15 6 7 9 TO 4 5 10 1:5 15 1 4 b 6 8 9 } 6 6 $1 14 17 I 8 6 --- DOOR WIDTH - A I 1-1/4" MIN. 4 EMBEDMF.N STUCCO BY OTHERS .__. WOOD BY ')THER:"s CAULK BETWEEN --- WOOD &. SLIDING CLASS DOOR 1 HOOK STRIP 1 ) INS TALLkTTQN ANCHOR 3/16' DIA. TAPCON A4 INSTALLAMON ANCHOR #r8 SCREW TWO BY FRAMING 8Y OTHERS SHEATHING BY OTHERS STUCCO BY OTHERS GLAZING (SEE NOTES) J SLIDING GLASS --tj DOOR INTERLOCK HOOK STRIP D TAIL OR HEIGHT I � A......—_- EXTE.R1Q _E LEVATIQt.1 1001 W. 2* Rt' • Q1m#ton, 11 79% * P.d. 80X 819022 y Da6A%- T1f 7521 IRAww' DE9tfa " SERMS 420/430/440 SLIDING CLASS DOOR INSTALL.ATiON OF TAIL WITH TWO F3Y BUCK IN MASONRY OEktt--CwN 1Tr Ct4KU. 6Y �S�C�A�'iTT 9( VRIC _ 12 G3 02. ;7F- - 0027 INSTALLATION ANCHOR CHAR 3/16` DIA. #8 SCREWS SCREW # SCREWS . ""ALL DOOR TAPCONS IN SILL. IN HEAD JEA JAMS} IN HOOK STRIP SIZE & IZF IN UP To 46 PSF 61 PSF UP TO 45 PSF 61 PSF UP TO UP Tt? CONFIGURATION I INCHES 145 PSF TO 60 TO 70 45 PSF TO 60 70 70 70 PSF 70 PSF GP "SF OP PSF DP OP PSF DP SF D OP DP 5068 X0, OX, XX 60 X�80 µ 3 t Y 3 3 3 - 3 3 4 4 6068 XO, OX, XX 72 X 60 4 4 4 4 4 4 4 4 8068 XO. OX. XX 96 X 80 5 I S 5 5 5 6 4 1 10068 X0, OX. XX i2O X 80 6 i 6 6 1 4 5080 x0, OX, Xx 60 X 96 3 3 q. 1 3 E 6080 XO, OX, XX 72 X 96 3 i 3 3 4 3 6 6 8080 XO, OX, XX 96 X 96 4 { 4 5 5 5 6 6 6 XX 120 X 96 I S Y 6 T ._. 7 9 6 _ 6. 7668 OXO 91 a!4 K 0 1 y 6 -- 6 _ _ 9068 OXO 109 -3/4 X $0 ' 6 6 I 12088 OXO 145 s14 X 80 7 7 9 .7 9 10 1 4 4 11068 OXO 181-3/4 X t90 9 10 i 9 12 14 4 4 7686 OXL7 91--3/4 X 96 5 5 5 5 5 5 6 6 90H0 OXO 109•-•sf* X 96 6 6 6 & 6 7 6 B 12080 OXO 145-3/4 X 96 7 8 9 6 TO 12 I 6 6 T50dQ OXO 181m 4 X96 _ +1... 1i 10 13 16 1 6 6 7668 XIX � 8 -9/ta S 5^ 9068 XiX 106-o/Te X 80 5 5 b 5 6; 7 q 4 12066 XIX 142-0/Ie X 80 7 s 7 9 1'J 4 4 i s(%a XtX 178--9/1e X 00 a 10 11 9 12 14 4 {{ 4 7680 XIX 88--9/m X 96 5 5 5 S 6 � 5 j 6 I 6 9080 XIX 106--9/te X 96 5 5 6 5 6 7 8 6 12080 XIX 142-2ize x 96 7 ° A 7 10 ?1 6 6 t50080X. IX 17- eX 6 $ _ 1i 12 TO 13 15 6 _ T006B OXXO. XXxX 1 •-a/0 6 7� 6 7 g-____6 12068 OXXO, XXXX 144--6/14 X 80 16068 OXXO, XXXX 192--s/u X 80 9 9 11 Z 10 13 15 10 4 4 w080 OXXO. XXXX 120-AA X 96 � 6 5 7 , 8 9 6 6 12080 OXXO. XXXX 14-4-5/4 X 98 iii 7 zS ° 8 10 11 6 6 1c 1 nvvn vvvv TQI>_.n v cu, 1 0 12 14 11 1.4 1 17 , 6 6 INSTALLATION ANCHOR 08 SCREW f CAULK BETWEEN i SHEATHING., do HOOK ;TRIM' BY O-NERS !' SHEATHING 1 -BY OTHERS STUCCO By OTHERS � fl 'L-tA1 b DOOR WIDTH DOOR HEIOH T EXTERIOR ELEVATION An=* 1001 t cLo y Rd.. cormKion, TX 75006 � P.o. Box 819022 . 04cm,, IX 7SVI ORAMM DC"PTION SERIES 420 /430/440 SLIDING GLASS DOOR iNSTALLAWON DETAIL W TH TWO BY F"RAMiNG RR /A a a p° LL.Qo N-W zLdo o < Z C V <n z Q w L XH=0 Ni O LWN U OLL0 N w U) 0 m F- a�Y¢ O_ O z QO¢ o z LLJ XLLWz — bA m LV Qz<o h- Ob•N m < <ZL) � o0¢wQ 0 a Q w W Q + O + 0 O (DZ-U_0 t OJ Ch Li X w p¢O�a. m CD LL IQi_U0(nzW O 0N ww zco (y)O w�WOa t <LI- NN �aF-ma a _ 0 00 Q J z ¢ -of 00 00 U) O'QwOQ D_ 00 00 Uw J0� + --- 'td 00 .j>¢z� ¢ d d ¢o�ao LLI 0 (: = z co N Z I_U) 07 z 0 0 = C4 wl cy) wOZUO W 0u�iu'J. 000 OZ Z��z I=-ELLa r- N C7 IY UJ 0 J O (n - zwa-00Lalz C E vOrX_ O W 0050U-za. W to 0 Xwo ON ��Zw��Z� 5 0mLOC7Q c I.L. z g j w 0 0 0 U) m O N t W F- w a= a u) a w-4W �N N J 0 wCD�mpZ�m W ��<I m010-OOQZ)�= Q OLL ~��o~CD p _4 o LYIi H 0�cnU�cncn❑❑ LL rn¢a(n(.)z 0 V w :536 a 4u yh�: ❑ ❑ to N. Te s. ❑ 1.41 sfi Z r ,. rEn J N M ❑ 1 i w c1 R w. 45: L U1 a W w 3 c 3; c t, F.. in Z N O N W r-i rr LLI O U z wLY Z 0 _ Z zw� 0 Z p w 0 z �zo O Q W w of m = Z I- F W U Z O w-0 Q z 0 JIm W 0- z 0 Z U Z = 2z) SHEET NO. a 0 U W 2 S-18 cy) LAST PLOT DATE January 19, 2005 0 N Cl2 ,)A- � � ` r 7 � �2-3b,5