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HomeMy WebLinkAbout7709 Merchantville CirCity of Zephyrhilis Building Department Construction Notes Finish floor height shall be minimum 8" above crown of road (City of Zephyrhills 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(B) - 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 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 11816.1.6) 12. ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT.(FBC 1816.1.7) 3. A CERTIFICATE OF COMPLIANCE BE SUED 0 THE BUILDING DEPARTMENT 1 ERT AN E MUST IS T 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) -tl 4 I� A. B. Anchor Bolt Abv. Above A/C Air -Conditioner Adj. Adjustable A.F.F. Above Finished Floor A.H.U. Air Handler Unit ALT. Alternate B.C. Base Cabinet B.F. Bifold Door Bk Sh Book Shelf Bm. Beam BOT. Bottom B.P. Bypass door Brg. Bearing Cir. Circle Clg. Ceiling Col. Column Comp. A/C Compressor C.T. Ceramic Tile D Dryer Dec. Decorative Ded. Dedicated Outlet Dbl. Double Dia. Diameter Disp. Disposal Dist. Distance D.S. Drawer Stack D.V. Dryer Vent D.W. Dishwasher Ea. Each E.W. Each Way Elec. Electrical Elev. Elevation Ext. Exterior Exp. Expansion ils1111122 ABBREVIATIONS F.B.C. Florida Bldg. Code Fin. Flr. Finished Floor F.G. Fixed Glass Flr. Floor Fdn. Foundation Flr. Sys. Floor System F.PI. Fireplace Ft. Foot / Feet Ftg. Footing FX Fixed Galy. Galvanized G.C. General Contractor G.F.I. Ground Fault Interrupter G.T. Girder Truss Hdr. Header Hgt. Height HB Hose Bibb Int. Interior K/Wall Kneewall K.S. Knee Space Laun. Laundry Lay. Lavatory L.F. Linear Ft. L.T. Laundry Tub Mas. Masonry Max Maximum M.G. Medicine Cabinet Mfgr. Manufacturer Micro. Microwave Min Minimum M.L. Microlam Mir. Mirror Mono Monolithic N.T.S. Not to Scale Opn'g. Opening Opt. Optional Pc. Piece Ped. Pedestal P.L. Parallam PLF Pounds per linear foot Plt. Ht. Plate Height Plt Sh. Plant Shelf PSF Pounds per square foot P.T. Pressure Treated Pwd. Powder Room Rad. Radius Ref. Refrigerator Req'd. Required Rm. Room Rnd. Round R/SH Rod and Shelf SD. Smoke Detector S.F. Square Ft. Sh. Shelves SHT Sheet S.L. Side Lights S.P.F. Spruce Pine Fir Sq. Square S.Y.P. Southern Yellow Pine Temp. Tempered Thik'n. Thicken T.O.B. Top of Block T.O.M. Top of Masonry T.O.P. Top of Plate Trans. Transom Window Typ. Typical UCL Under Cabinet Lighting U.N.O. Unless Noted Otherwise 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 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 E I REINFORCING T0 FOOTING REINFORCING. SPLICES N WHERE PERMITTED SHALL BE THE FOLLOWING MINIMUM, , UNLESS OTHERWISE INDICATED ON THE DRAWINGS: FTGS, WALLS, COLUMNS, BEAMS, SLABS: 36 DIA. OR 2'-0" MIN., WHICHEVER IS MORE FILLED CELL REINFORCING: 40 DIA. OR 2'-0" MIN., WHICHEVER IS MORE TEMPERATURE REINFORCING: 20 DIA. OR 1'-0" MIN., WHICHEVER IS MORE WELDED WIRE MESH: 8" LAP 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 SFfALL BE USED REGARDLESS OF SPECIES. ALL WORK SHALL COMPLY WITH ALL PREVAILING CODES, FLORIDA BUILDM' CODE, NATIONAL ELECTRIC CODE AND CITY OF ZEPHYRHILLS ORDINANCES 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 LIGHTWEIGHT 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: WIND LOADS: (F.B.C.) CONCRETE STRENGTH @ 28 DAYS REINFORCING: CONCRETE MASONRY UNITS: STRUCTURAL STEEL: WOOD FRAMING: WOOD ROOF TRUSSES: WOOD FLOOR TRUSSES: ROOF RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICATED BALCONIES STAIRS LIGHT PARTITIONS (DEAD LOAD), U.N.O. WIND LOADS BASED ON FBC, SECTION 1606.2. WIND VELOCITY: 123 M.P.H., USE FACTOR: 1.0 ALL CONCRETE UNLESS OTHERWISE INDICATED PEA GRAVEL CONCRETE FOR MASONRY CELLS ONLY (DO NOT USE FOR CONCRETE COLUMNS OR TIE BEAMS) WELDED WIRE FABRIC SHALL CONFORM TO ALL REINFORCING BARS ALL STIRRUPS AND TIES 20 PSF (REDUCIBLE) 40 PSF 40 PSF 40 PSF 20 PSF 10 PSF ATTIC L. L. 3000 PSI 3000 PSI ASTM A185 ASTM A615-40 40,000 PSI ASTM A615-40 40,000 PSI ASTM C90-99b, STANDARD WEIGHT UNITS, fm=1500 PSI MORTAR TYPE "S" 1800 PSI CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED DURING CONSTRUCTION ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI, U.N.O SHOP AND FIELD WELDS: E70XX ELECTRODES ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 BEAMS, RAFTERS, JOIST, PLATES, ETC. U.N.O. NO. 2 SOUTHERN YELLOW PINE (19% M.C.) ROOF DECK: PLYWOOD 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. DESIGN LOADS: 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. DESIGN LOADS: 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 (SECTION 608 - FBC 2001) MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE HOMES WIND SPEED 123 MPH (3 SEC. GUST) WIND IMPORTANCE FACTOR - (Iw) = 1.0 WIND EXPOSURE -- "B" (FBC 1606.1.8) INTERNAL PRESSURE COEFFICIENT = +/- 0.55 (PARTIALLY ENCLOSED BLDG) 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 GRANDE 2003 GENERAL NOTES: THE FOLLOWING TECHINCAL CODES SHALL APPLY: 2001 FLORIDA BUILDING CODE, WITH 2003 REVISIONS PLUMBING , MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70-02 NATIONAL ELECTRICAL CODES 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WALL MOUNT WATER CLOSET VOLUME 3.5 GALLONS 3. WATER - FLOW RATE. PUBLIC FACILITIES 0.5 G.P.M. PRIVATE FACILITIES 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. 4. ALL WATER LINE PLUMBING TO BE PVPC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2001 FBC. PORCHES AND BALCONIES SECTION 1014 ❑ HANDRAILS - SECTION 1007.5 GUARDRAILS - SECTION 1015, 1019.9 ❑ STAIRS - SECTION 1007 ❑ CHIMNEY & FIREPLACE SECTION 2804-2806 (MFGR) SECTION 2113-2114 (MAS) ❑ EGRESS WINDOWS SECTION 1005.4 5. ALL OPENINGS SHALL COMPLY WITH 2001 FBC WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGAT ED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION 2405.2) INDEX OF DRAWINGS SHT NOk TITLE 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 MASONRY DETAILS S-2 LINTEL PLAN AND DETAILS S-3 DETAILS S-4 DETAILS S-5 DETAILS S-6 DETAILS S-7 STRUC. NOTES & HANGER INFORMATION S-8 DETAILS S-9 DOOR DETAILS S-10 ROOFING DETAILS S-10A ROOFING DETAILS S-11 GARAGE DETAILS S-12 DETAILS S-13 PRODUCT APPROVAL S-14 WINDOW DETAILS S-15 SGD DETAILS S-16 D ETA I LS S-17 DETAILS S-18 DETAILS NOTICE TO BUILDER IT IS THE INTENT OF THIS DESIGNER THAT THESE PLANS ARE ACCURATE AND ARE CLEAR ENOUGH FOR THE LICENSED PROFESS- ONAL TO CONSTRUCT THIS PROJECT. IN THE EVENT THAT SOMETHING IS UNCLEAR OR NEEDS CLARIFICATION..STOP..AND CALL THE DESIGNER LISTED IN THIS TITLE PAGE. IT IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL THAT IS CONSTRUCTING THIS PROJECT TO FULLY REVIEW THESE DOCUMENTS BEFORE CONSTRUCTION BEGINS AND ANY AND ALL CORRECTIONS, IF NEEDED, TO BE MADE BEFORE ANY WORK IS DONE. w ww,, wyw++ DO � W W J ¢ 0 ++ ¢ c!) N ~ �.pO w <0F❑ Q Uo� Z Z)U-o woU) oa¢ O on-- 0- U)¢0¢0 WMM ❑ z z ofLLwz W Qzo'o m pw¢ i.rr Q �< z p 0 U oWow 0 O aQw¢ + cn O wcn2�z .o 0 LL c0 z _ L�. 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OPT ` L.T I I 1 DBL SINK W/ DISP & D/W NOTE: REFER TO DETAIL 34/S-1 FOR TYP. STEP FTG. 3" 3" II I LAV. �l3" VTR 1 1.5" WC 1 I I 3"1 TUB PLUM5ING RISER N.T.S. 3" ,A 3" VT I I I W.C. I TUB __ I V` C.O. LAV. 3" 3" * 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 @ 8'-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" - 6'-0" 10" 20" W/ (3) #5 BARS 210# 4'-0" 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 F. F7TO EACH VERT. F.F. , REINF. BAR h„W.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 FTG. 1-STORY SCALE: N.T.S. (D U- Cr U)z cn 0 � UJ � w :� o w VQo2Fn Q rW LLJ m CW� 30'-0" x o w inww0 C13'-0" 17'-0" o z U) o A/C COMP PAD ~ °- Y ¢ Vio o z 0" 12'-0" 2'-4" 9'-4" 5'-4" 4" CONC. SLAB w ¢ 4 L ------01 - 2'-0" 3' 10" �T--b -6' "' 3'-101, 1'-10.. W/ 8" X 8" THC'N W ¢ z = o .y I m J 3'-0" X 3'-0" X 1'-0" EDGE o `u ¢ i w IX 3 II 0 wYcn0 Gi W/ (4) #5 E.W. BOT. ', z z `• 'I' VERIFY LOCATION Q 0 w___-OF A/C COMP. o - Ll o ------------------------- ------------------ Lu -- v ¢ z O wmw¢z U) w O �� O U ----- -------------- LL o z_ w O -� m w -------1� I i- ----------------------------------i i Q O O O H O U_ W ~cn��¢ wr'- ow 3 4" CONC. SLAB in w i i - 1 i i - cr_ 0 z o Y c� o c" m zt W/8" THCKN ED E p i i o ; ; o Q Ow � U <_j m o S-1 w-woa- in �2'-8" 36 8, O�� 2'-4" 17'-0' � O' Q z 0) ¢ o � 000 000 I - I ' Cn a¢(l1o< m W 0000 I -- --- S-1 I In o r- -- --3.1 2"STEP_.OW --- w �� + � n- 00 I Cn ¢03¢0 + rn¢ ;� I I --------------------- - N � ---------------- 2'-6" 2'-6" X 1'-0" co ; � w c7 Ci ' 1 1/2" X 5 1/2" RECESS W/ (3) #5 E.W. BOT. ; ; _ = z CY z @ SGD o 5E.1 16" X 20" CO C. MONO. � _ cn z o 0 0 T Z m N FTG. W/ (2) # RODS ' i w z ¢ L) w U) 0 zo S1 N 00 (CONT) i i z��z ~~Ja Cn Lo 30'-0° ' wzc°n�zooao A;� CN I Z m z N oz=�_j (5 �m1-4" 3000 PSI CONC. SLAB �Qn�WU)0-em W WCN S1 _ �w z J- Q J m J 0 mFOR HERNANDO COUNTY 0 LY "! '� m�j-0z0 W LL > I o �oQ as e[ ®w a, I I -' `��` I wJUJ�OLLJ U�� � cc I'-L) 4" 2500 PSI CONC. SL 5 W/ N I �o�����o� o ' o���°' L (oX(o 10/10 UJ W M CHAIR SUPPORTED � _ � � Y ' 0 � Fn �❑❑ LL J ° ¢ 0- ' ow z PER F5C OVER ro MIL VISQUEE VAPOR BARRIER $ TRE►4TED FOR T RMITES � � '� ❑ M :.: o 1 1/2' x 5 1/2 _ V Io W RECESS @ENTRY N `�. 42" x 60" '� ' ° - N cv I I 4'-6 c I w ❑ N I 1 PAST P.T.GREEN VERIFY W G.0 __--�-----------------' ❑ A CENTER OF WALL I I I TUB I I - `�'`� \*� L 0 � - 00 .SFEPF f3N "I ; 17'-4" 3'-3" 3'-I 'I 1'-1t�1 = ® i N (� L I I T` I J l�l N w _ SLOPE I m :: ❑ I LAV W/C,tn `, I ; I ❑ m Q1 ":CONC. SLAB ; ,,"=,,� I� ,' I I 'I ih 0 3 ------------ 8" THCKN CENTER WALL I _ I I _ < ` 1 W [r] tO Lo I J C] o 00 ; CENTER OF � ' ' _ .:... Q N LL J 2X6 WALL I ;:;: ,. a �- �' ` - -b�L. 2x4 WALL ; ; " e <' ❑ Eo SINK ; ; - Q S-1 I 3 Q 4'-6" 7'-5" 18'-00 1" I Ln Lo CN 15'-6 I ' 6'_7PROVIDE PVC DRAIN I I - <�> I FOR H VAC UNIT o HVAC (.0 I I ' REF. rr-=-,'I I 0 6) I F � III _ -i; �Lu U)Lu I I ----- -I -- I II I I w F W o I I P I I O z U) = Q op I I ❑ - 2 > I i i z�=3cn FNTFR_ ; ------------------------- ----------------------'� I C, - f o a _ -- - - - - - r 1 i i 3 1/2" STEP DOWN I 11 ', WH i i ? o o a o I - L 2 J~ I. �„ II OPT s1 I I oo�ww En Ir N jLu I i I I I I O 2�L.L z� Ci i ti I a¢ c� Ir I I W I O I " L_ J I I m I I o 0 LI _- J I I I I CV I I M Cn I I I N I O P II I c\{ I WLo I I I I 12 I I L6 cM I I I I I I O¢ m S 1 i i i N cV a 12' 0" 18 0" i i _ `� > 0 I -- C.J. - - —- I - - - — - - —� o0 W Eo o N 1 o S1 2 N I I I I I I INDICATES FILLED CELL W/3000 PSI CONC. GROUT ' FROM FTR. TO BEAM I I U I J W O W/ 1#5 REBAR VERT. i i i i i I () } LL z 0 OSE i i ABOVE SLAB. TYPICAL i i i i N < Q z o_ IBB i i @ ALL PLACES SHOWN i i i i - ` `I O HOOKED FTG. DOWELS 17" I I I o I C ~ 0 z Fn EMBEDMENT W/ 25" i i g i i ti —/ 0 V o IIIIIIIII EXT. ABOVE SLAB III III z =O0wS-1 Jo I— oIJL --------------------------------------------------------------- Q LV I I �� Z ww� --------------------------------- ------------------------------------------------ In = ~ 35 3 8" 5'-4" 2'-8" " 8' 16 -0 ' n W O o S 1 L/ I"� --� a 0� } <�o TYP. AT 6'-4" 5' 8" 18' 0" 1' 4" Q O 0 ALL CORNERS z d z 30' o" LJJ z U a w 0 '014Q 0 a_zo FOUNDATION PLAN - SCALE: 1/4" = 1' 0" SHEET N0. o 0 U w 3 Z OF Z) N 25 uj 0 0 o LAST PLOT DATE N o March 11, 2005 0 z s J FOUNDATION 0 REF. 4 KITCHEN RANGE e KITCHEN i :I M.C. of I M\\ --TILE IRROR-E Y\ 7 -0 o 00 Ell -q 00 I I � TW3 e° MASTER BAT ARCH DETAI INTERIOR ELEVATIONS SCALE: 3/8" = l'-0" TILE @- 7'-0' t I TUs l\ l J M.C. MIIiR07 l BATH 2 eRAISE BAR TOP TO KITCHEN FROM DINING D/W e KITCHEN �N ARCH DETAIL kRCH FRAMING DETAIL 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 d 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT WP WATER PROOF W/ GROUND FAULT 220 VOLT OUTLET ® SPECIAL SERVICES OUTLET T.V. CABLE OUTLET TELEPHONE CABLE OUTLET ® RECESSED LIGHTING WP WATER PROOF RECESSED LIGHTING AM BATH FAN BATH FAN W/ LIGHT SMOKE DETECTOR L��Vr\b FLOOD LIGHT FLUORESCENT LIGHTING TRACK LIGHTING o CEILING FAN N w DOOR BELL CHIMES S U O— DOOR BELL Do P DISPOSAL L= DISCONNECT SWITCH SP PREWIRE SPEAKER JUNCTION BOX O THERMOSTAT 0 LOW VOLTAGE LIGHTING I C INTERCOM SYSTEM ® GARAGE DOOR PUSH BUTTON NOTES: BOX FRAMED UNLESS OTHERWISE NOTED WITH 2X4'S. 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 I � I I I I I I I I I o o I I I I I I I 1 I I I I I I I I I I I I I I I I I I 1 1/2" RIGID NIPPLE WITH 2#1AND 1#3CUTHW #4 CU GROUNDING CONDUCTOR PER NEC 1999 EDITION I I BY POWER COMPANY ELECTRICAL RISER Df,4GRAM NTS SERVICE SIZE =150 AMPS U )m OPT Om Sm + I C I I I I I I I I 1 MEM VERIFY LOCATION OF A/C COMP. ry w Lu w U w J w T NOTE: OPT] OPT MAINTAIN A 36" DISTANCE COACH LIGHT FROM BATHROOMS TO COACH LIGHT SMOKE DETECTORS. ELECTRICAL f'LAN SCALE: 1/4" = 1'-O" 4 w¢o L o Ill U) c_Q Z cn 0_ o ~ w U- o w Q❑�z ��v U Q m W N m x�10 OOwU UN O w ❑ aU) aoo = ❑zO z wIfLLI-z ow �N ofLJpwQU m Q HQ=p O U Q Ow-w ~ O + O cn �Qw¢ + LLI OU) w fn 0_ Z O U LL oz-IL0 ¢000F_ Jm mo U- wQ w wN OIL (i 0CoIF-V I Z m m 0 Q U_ LU w�wo� t ¢-j mm D O' J I❑ F Q 1 � O � N N 66 U) Z:) a < C6 0 ¢ vi o 000 000 I + Le � _jw¢❑� + 0Q d t Q b ?: Q ❑ w 2 z N � Ozw ri 1N W to tnzO❑ ❑rim z WZVO LjtoLnLJL O EU NU- LLU. 4. 01p 1 zwww 00Ul2 wptn5U)IZCLW U) LijzzmLuF_Ir=Om0�Zz �p�3= s=Q 0Qc =wcn0-mm W w 0<- m Z< m W N womo O��WU'Scn�❑❑ LL 8 O 0 m CV00 Z 0 O 00 f� >_ ��0 0 0 0 w2 O N N LL Z m0NZ� ' °N N -, O r� (f3 J Cf Q CoLLJ Ow000508 ui �r.LUu Q't=)F-0 w L0 Q = � W ® w :3 ❑ N � � ZIN 0 ® J l f l jfj m kg (3) > wm� o ❑m� I J m a awa Z � 0 0 z 0 CV Cn >� LLI � In z ¢m N �L�� _O N w �Y o� N Q W w J o O L 0 ' N- Q0 }LLz ¢zo _ /� /y� `'J I"_ ui ❑ z ❑ w II O O o ❑ J O p0 w 0 o w Q N _j w z O (� m ~ z U Lo W J OF >_ O z O � ��0 w w z Q C� O z� a- 0 az0 � U Cl) Q= U SHEET NO. I O O 4 Lu �- N 0 z°F N 25 m W 0 o LAST PLOT DATE March 11, 2005 N ® ELECTRICALC Z � III 1'-0" d ARCH COVERS LINTEL IN ALL ELEVATIONS 1CD'-1011 8" BAND +2'-0" 6'-4" R '-0 6'-1011 1'- " 8'-10" ENTRY DETAIL_ SCALE: 3/8" =1'-O" OPENING PRESSURES INT. END O +35.8 / -38.1 +35.8 / -45.0 © o +34.2 / -36.5 +34.2 / -41.7 0 O +32.9 / -35.2 +32.9 / -39.2 O O SEE COVER SEE COVER 25 SH © O 25 SH SCORED BANDS RETURN 2'-0" SEE FRONT ELEV. FOR SIZE & STYLE FIN. FL F- = U W o = Co w O 0 0 00 0 R. 00 8068 SGD O REAR ELEVATION III NOTE: 1'-0" OVERHANG SCALE: 1/4" =1'-O" * 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. m we • l 22 SH O1A3 SH O 25 SH (:A:) 12" 8" 2" I I (o 50 2 ' 4" [21' 8" <EYSTONE DETAIL SEE DETAIL [Amcl -11011�7 6" BAND O SCORED 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 1-800 TOTAL �432 SQ. INCHES OF 5 TOTAL VENTS - CALL. PER ASCE 7 98 S.F. VENTILATION REQUIRED REQUIRED (VVARIESARIES B BY LOCATION) -SHINGLE LOADING LEFT ELEVATION III NOTE: 1'-O" OVERHANG SCALE: 1/4" =1'-O" RIDGE VENT APPROXIMATE SIZE & LOCATION TYP. LITE TEXTURED FINISH = o w m O o 0 \S - 00 0 FIN. FLR. 60 FRIGHT ELEVATION iii NOTE: 1'-O" OVERHANG SCALE: 1/4" =1'-O" RIDGE VENT APPROXIMATE SIZE & LOCATION TYP. 12 r5.9 MINININININIFE-11 NIFE-11FE-11MINININIFE-11NININ�NINIFNIN 16' X 7' 32 PANEL O OVERHEAD DOOR FRONT ELEVATION III NOTE: 1'-0" OVERHANG SCALE: 1/4" =1'-O" o y 4-0 z cn o �O Ld°�� ¢ O. o mo❑2z C w Q m w 0o O� LLU pW �0w¢ a c0 O ¢oao o 0 z a�wZ u ❑ aZm0 M — � w LLl ❑w¢❑ N = m ¢ Q <z❑z O L ~ OW�w E O O dQw¢ + cn O wcnL�z o U IL oz_LL0 + Jm LL LLJ ¢o❑per mo o� fr 0 Lz Lj LD0� zm cMo Q W_W d ' + ¢J mc7 N N a OpJZ�Q� L y 000000 in 0Cf)' ¢ cn O ¢ Lf O r; wJp d a- 00 w>¢z� + + rna "t.4 'o' W C7 oo (� = Z N Z H C CO — 0 c0 z '-'-' � tray N rpi �zO❑ ❑r14 Z N wzv� L'jSn 1�i p 0o0 W¢—C7 =_* H co c�z(nU� LLLLl _ o or owa Co 0 N O¢d=wvlm�m W �c~vNw�` F- ❑ mJ CM W Lu u- w Lu 0 ❑ F- J 2 Cli rZ ) FL U CN = ILWUmv cnsOUu ri 0ZF-O~o�OJ �i a2�WO ¢ F-YcnUcncn❑❑ LL o�¢mcn0Z ❑ kk 13 ul kk Y z * J O N N m IN 3 03 hJ L CL Qwa 'r ❑ 13 Z W LD�CD L LJ (n W J ❑- 0 => z�~3Cn N W o W C7-1Q0❑ 3o❑0o J er ❑ I- W Z ❑Q=cn� = En tL F - Q Q U >m CV (n a o L0 z �� N O ¢ r) l S2 0 0 r w �' N N 0 C) w 0 o Lu 0 -J z p N Q `—' } � z QF- z Fn u♦ O ❑o> ' O U U ¢ �0 zoz� W Lu W -N W W � z LJ > LLJ I n C F- G O O 0 U zO ��o U ztr LLI 0 z U gW2 w Q O az0 J U cnQ= SHEET NO.LLI rZ o 5 U N00 z°F N 25 W 0 0 o LAST PLOT DATE N � March 11, 2005 z J ELEVATION LL 0<0 N z � o �O w LLJ w w !Q O w ❑2 W ;�o: .0 (n Xxo •� N w w 0 u- 0 N o 0 aOLLJ Z¢ !Q d C7 O aoQ0 N = o 30'-0" w o w¢ o .N fr m TYP. Q O�zo L 13'-0" A U.N.O. 17'-0" L w o w E o O aaz� + (A Of z cn w c 0 a000g C00 o< w X zi 4OOLL wOYU Zm (04 MO ww0� t ¢w (y)m w Ofu- NN ¢0Zm¢ O 00 w - 00 00 O' o'avioa cn 09 18B LO O r r�CL A- s-5>¢z 0)< cc �� ;� ¢0¢0 w C7 j = ZIN z 18BCn 771 C7zw �N� N 0 S5 A 0�0 z fnz00 0T� Z N ZI wZUV w(nLbLL O 000 O w¢-0 =_�* F- 00 ~ z0fvz �LLLLa _ r, N Z W a� �OLLIZ d �0CCnFrp w LO ui z U)= Z 0 O a G U) N ¢ O O o wCN zg=5;Lu0 y m® �OW�=���m� Ltl 'tNNN I' U� uJ 0-':MZ I ep ���fr N 0°w��o ��x 0 O �F-uU- N �o�����v� p o`t��`) � OzLO °zrw® ¢ �Y(n0(n(n❑❑ LL o <0-(nUZ 0 S-s ❑ * ❑ G.C. VERIFY ROOF PITCH .r ROOF PITCH VARIES PER SUBDIVISIONS _ _: LL 'ax r r ?; 12 .9 12 5 OR 5 v IT IS THE CONTRACTORS RESPONSIBILITY T VERIFY ::. TYP. AT 0 RI ROOF SLOPE REQUIREMENTS ENTRY ` Z � WITH TRUSS MANUFACTURER. N ❑ J � N N m �❑1 \ \ w .y S-7 _ TYP. a U) o1,/U.N.O. f' Q ❑ mid-stat L a W a 60 1❑� Q 3125 Reynolds Rd., P.O. Box 1606 Z m Eaton Park, Florida 33840 813-665-1309 / 1-800-940-8787 °' ' ❑ 1' 0" <. SEE SHEET S-7 FOR NOTES U o Oz N CZU) UJ en 0 ❑z�_¢ no-=> HANGEIR SCHEDULE Q N w 0 W 0 0` ¢0° z(r000 1-PLY TRUSS = SIMPSON HUS-26 wz 2-PLY TRUSS = SIMPSON HGUS210-2 Ln J uj o= w =��Z= 3-PLY TRUSS = SIMPSON HGUS210-3 ~ - VAULTED -OR - SKEWED TRUSS z 0 SIMPSON LSSU210-2 U) >LO CN t!� = LO Z � � 0 N O ¢M � >CN o N W L6 N�0� N 18B O �+ Lu 18B S-5 Q S-5 O J z z Iz LLJ o N e Q (� } � z _ Q i- O ��yy z LL_ M z ui zFn LO sR �1 o Z o v 0 O moo o ow0 QN �0�LL o uw w r- _ W L ¢ z (� m = \ W O z �,i7 O � v N - - - - - - - - - - - - T11 - - - - - - - - - - ' ^ C Z u J G J }o� G uj � / Z o z o 11'-4" O 18'-8" LU Q O a- z o >. J U (n Z = ATYP. 1 U.N.O. 30'-0" S-4 EL j(8-10dSHEET NO. 0TRUSS FLAN IIIo 0 6 ❑ N 0 2 SCALE: 1/4" =1'-0" � OF 0 * MINIMUM 3" MEMBER ^' ** REACTIONS ARE FOR ROOF LOADS ONLY ` V 2 5 m *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE w o THE PLATE OFF OF THE TRUSS. LAST PLOT DATE N ALL EPDXY ANCHORS TO BE SIMPSON "SET" U.N.O. > March 11, 2005 z® J TRUSS PLAN III — — — — — — — — — — — — — — — — — — — 01 o ;01A UPLIFT VALUES &CONNECTORS ZONE UPLIFT CONN. ❑1 MWFRS < 18101BS. COMP. & CLAD < 1810 IBS. — OA MWFRS < 1174 IBS. SEE 5E.1/S-7 ® MWFRS < 9901BS. OG ❑5 0 0 ❑7 0 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY SYP SPF FASTENERS SYP SPF A HETA16 1810 9 - 10d x 1 1 2" HTA16 1500 1500 13 - 10d x 1 1 2" B HETA20 1810 9 - 10d x 1 1 2" HTA16 1500 1500 13 - 10d x 1 1 2" C H2.5A 600 535 10 - 8d RT7 585 585 10 - 8d X 1 1 2" D H3 455 320 8-8d RT3 550 475 E META20 1450 7 - 10d x 1 1 2" HTA20-18 1200 1120 10 - 10d X 1 1 2" F HHETA20 2235 12 - 10d x 1 1 2" G H10 990 850 16 - 8d x 1 1 2" RT16 1030 945 8-8d X 1 1 2"& 8-10d H MTT28B 4455 4455 24 - 16d MTS278 46$5 4029 24 - 16d J HTT22 5260 5260 32 - 16d SINKERS HTT22 5370 4618 32 - 16d K HD2A * 2775 2570 5 8" DIA. BOLTS TD2 3435 2954 2 - 5 8" DIA. BOLTS L HD5A * 3705 3130 3 4" DIA. BOLTS TD5 4180 3594 2 - 3 4" DIA. BOLTS M HD6A * 4405 3680 7 8" DIA. BOLTS TD6 6655 5779 3 - 3 4" DIA. BOLTS N LU 6 1165 1115** 780 875 ** 8 - 10d x 3" JUS26 510/740 440/695 y+�+ o DO w<o LLi 0 w w z O w 2Fn0_ �.� w 0 Q 00 W x� �o 0:) LL q N) w DOWELS - BLOCK EL ¢ o¢ t0 a 0 U) o z SEE FOUND. WALL Z o w� LL w z w p J BLOCK PL. FOR #5 REBAR CONT. ¢ z fr 0 '— ❑ J WALL LOCATION @ F.F. SLAB LEVEL o a m ❑ � m ui U DOWELS - #5 REBAR CONT, F•F• #5 REBAR CONT. @ SLAB LEVEL T Q 0 f- o SEE FOUND. @ SLAB LEVEL LINTEL _ _ SEE PLAN EXTEND SLAB @ SLABALEVEOL LOCK FACE O � Lu - w 0'� m + PL. FOR F. F. COURSE 1 1 2" BEYOND / EXTEND SLAB ¢ z � � � w LOCATION _ _ r r-�; BLOCK FACE = -.� 1 1/2" BEYOND o w u� uj < LLJ <00 o W.W•M. FINISH GRADE ¢' r•r yri;i'J l J GRADE —U 0 w o o z m o 0 + FINISH GRADE '• - ;..,, r:::::: w - w � o (N N W.W.M. ° ° a ° CI I ;;,, d Q z m¢ J o' < N o ¢ a o U) 00 00 L[) / d SEE SCHEDULE b' W.M. o d -i w ¢ ❑ > 0 0 + + ¢ do p°° SEE SCHEDULE J z ¢ o ¢ ❑ b SEE SCHEDULE �, FOR REINF. FOR REINF. b SEE SCHEDULE FOR REINF. FOR REINF. r'l'NN EXTERIOR BEARING 3 PORCH SILL 6 EXTERIOR DOOR SILL = z Ci STEM WALL FTG. SCALE: N.T.S. S-1 K2A 2 EXTERIOR BEARING @ GAR. STEM WALL FTG. SCALE: N.T.S. c_/� STEM WALL FTG. 1 m z o o N c0 ❑ N m z N 1-STORY STEM WALL FTG. SCALE: N.T.S. S-1 S-1 `� 1-STORY H O w z w_ LL z O ® 1-STORY w ¢ v _ _ �* vz rLLa � N zw�� o0uiz o O E d o uw in En '- U) -Z [L W ujz 00 0 0 NZN ='-mou)m=❑� ¢0wZd=FJ30 t5 mrrT p O C,4I W Z w 0¢p- LuW wN w��~¢W 2,4¢� i mZ=m 0¢aQ o Q ou-a�o�¢ p w_j J0❑ �JS C �09 (3CO Q��HO 2iCN =0�If =ZOQ� W � °a=�wo Q FRONT WALL P.T. FURRING ozF-o~��v ii f- m U � m m [I El � °� `; °- m U Z ❑ OF GARAGE PROVIDE II 2"X16" / 1 2" EXP. JT. SLOPED RECESS AT LE BIACKOER BOARD `+ "z=«« � =ti,. ❑ GARAGE DOOR ALIGN DRIVE W/ 4" X 8" X 16" 4" x 4" x 16" ❑ BOTTOM OF f 3 GARAGE FRAM E CMU PAVER CURB ` L ko RECESS & PITCH 3 , FIN. FL. 3 3 DOWELS WALL SEE FOUND. F.F. „,:<:<,:, :;;;:* DRIVE 3 - - PL. FOR #5 REBAR CONT. HOLD 1 I♦ ,• - ». W.W.M. LOCATION @SLAB LEVEL REINF. SEE PLAN -- - <4' �'"" <y�,r=�~a � ��> #5 REBAR - -- - R. - - - GA SLAB SEE PLAN ..;r.,.h. ❑ LIS 3.5 CONC. DRIVE Z*77 -. �•= -::--;,:;,.,,:...,,....- ,:.:, MUDDED FLR. =,m.. ...., w CONT. JOINTS .,_.................... ---L> W.W.M. -- SLOPE T DRAI 0 N N 10' O.C. TYP. e d 4 6 o W.W.M. Ln ❑ m❑� p b EESCHEDULE rl2 STEP DOWN NON BRG. b (2) #5 CONT. ' 9 FOOTING @ GAR. DOOR('11"�INTERIOR FOR REINF. SCALE: N.T.S. 13 O ° ' BRG. @STEP-DOWN S-1 SECTION @SHOWER = STEM WALL FTG. SCALE: N.T.S. S-1 1-STORY TEM WALL FTG. SCALE: N.T.S. S-1 STEM WALL FTG. SCALE: N.T.S. S-1 Q N r- IL £;' ❑ 1-STORY 1-STORYw � � � N Q It ..; Z tD #5 DOWEL(S) FOR w U, z PROVIDE 1 1/2" X 8" RECESS MAS. COLUMN (PER PLAN ) 2 #5 BENT BARS W / #5 CONT REINF, `—SEE FND. FOR �_( ❑ w, � w ❑ o "-' _ > ❑ #5 REBAR AT S.G.D. LOCATION 0'-0" FIN. FL. __1____�__�,,__• ,/ •, ,;,,,,,,,,,,,,,,,,,,,, , ,,,,,,,,,,,,,, REINF. SEE PLAN MIN. 25" LAP SPLICE '• ..'•'- '- - •,\ 1.°. �,\d •.�I •.�I �,�I �.� SEE PLAN �, �•� ♦•o e•♦ ♦•� ♦• MIN. 8" OR �.� ; ": = �: �. ,'. =. ,` : ` :. TYP. SEC. QUANTITY #5 X 25" X 25" PL W.W.M. ACED IN 1 8" SAWCUT x 1 / /4 UPPER 1/3 OF SLAB SLAB THICKNESS z � _ cn ¢ cv w w ~ 0 ?�0oo 0 w J U a = ¢ 3 ❑ z rr 16' MAX STEP .,•'., . d• CORNER BAR ONE OR FIBERMESH WHERE SHOWN ON w aLu cn w o� ' GRADE '-., , FOR EA. HORIZ. REINF. SEE PLAN. FOUNDATION PLAN = � E z � \ 1 2 EXP. JO _ _ — _-- ♦ , d BAR RE TYP. U.N.O. ¢ Q U ,L %}i — _ z - • 2 #5 CONT. SEE TYP. '♦ o . i SEC. W.W.M. .i;s`-�•,�;s�:f-� " \ SEE #5 REBAR MAT 15" MIN. VARIES SEE FND. PLAN HOOK L 16" L MIN. -�,:�♦.:1f t •1f t uwi a z i? Ln \ OR RE NFDU"b ( SEE PLAN) Lq FOR SPECS 2 #5 CONT. CORNER BAR N 0 N00 15 S.G.D. SILL DETAILTYP. (35N�PLAN DETAIL 36 CONTROL JOINT DETAIL �' w S-1 STEM T WALLFTG. SCALE: N.T.S. 32B COLUMN PAD FTG. - MONO 64TYP. STEP Fr . DETAIL �� SCALE: N.T.S. 1. S_1 SCALE:3/4"'-O" - S_1 SCALE:3/4"=1'-0' SCALE:3/4"=1'0" S-1 N 00 w O j o z `'-I o 1 N � Q () >'�z Qz65 _ o0 OZ oz> 1 � o o L)L)Ft �/ 0 o w 0 I_L.I \ V _ = a w �< — z 0 m=� - ~z O F- Lo wo J Cwj }Oa > ~zo o Ua- z= U `rz Q w0 az0W cn z¢ _ V U SHEET NO. 0- o �— N S-1 0 N OF w 25 m 0 o LAST PLOT DATE March 11, 2005 N zQ ___I DETAILS O .;,° TYP. TIE BEAM W/3000 P.S.I. LL ¢ O N ,a z U) o Q u CONC. W/1 #5 REBAR CONT. " p o w' p :;p.; ;.Q USPSPT4W/(6) 10dX11/2---------------- LJ 2�Oo O cn o SAFE LOAD TABLES 0J ° � •`' •"' •�' ' ' LINTEL PLAN NOTES: O _ x I- � o � �, � � 0 0 0 0 " • FOR GRAVITY, UPLIFT & LATERAL LOADS "7 - , . " O ES 0 ~ Q Y O � CozU¢ WE 0 8F8 1B/1T 8F8 OB/1T 1- THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. STANDARD HOOKS W 25" Z W z LLw- o / 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE w O © MIN. SPLICE w ¢ z Iz o 'N 1= J ASSUMED TO BE 16 MINIMUM DEPTH. 0 W ¢ 0 i. m 8" PRECAST & PRESTRESSED U-LINTELS 3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE 0 W Y cn 0 w C O O O O D O O TYP. FILLED CELL W/3000 Q �- ¢ z z U 8RF14-1B/1T 8RF14-OB/1T 8F16-1B/1T 8F16-0B/1T P.S.I. CONC. LINTEL &THE BOND BEAM SHOULD BE COORDINATED WITH o W o ¢ GRAVITY W/1 #5 REBAR VERT. THE ELEVATION DRAWINGS O < Z u' + ' =' 4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER cn `� w ¢ 8F8-0B 8F12-0B 8F16-oB 8F20-OB 8F24-OB 8F28-OB 8F32-OB TYPE 8U8 + f!1 w LINTEL HEIGHT. U- ow z�� O U LENGTH 8F81B 8F121B 8F16-1B 8F20-1B SF2416 8F28-1B SF321B ¢ 0 0 F- 000 mu- d ^ 6 3 7547 97 94 80 5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED O LLJ o ¢ W ,.. O W e .,� ;; ; .,v ;; • , , v N 2'-10"(34") PRECAST 2231 INTERIOR BEARING WALL o U C7 N ch - Cn s 6113 7547 8974 10394 11sos FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED O z o Y CN { : 3'-6" (42") PRECAST 2231 5 3 054 95 95 INTERIOR SHEARWALL W W O IL ` + °C IJi t?D O } sso7 FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. *1 o N N ,v,• •e ,' •a •�� 0 0 4605 6113 7547 8974 10394 11809 EXTERIOR FRAME WALL 0' Q 0 Z -J < O O� DOQ 5 51 3820 4890 5961 7034 8107 O, 8RF6-OB/1 4' O" (48") PRECAST 1966 J - ; ♦ ,' ; ♦ , `' . • , • 4605 6113 8974 10394 11809 O W d ¢ c/1 Cr a o0 OP O O O O : : - ' O 4'-6" (54") PRECAST 1599 96 10 2931 3753 4576 5400 6224 cA (Y J \ LO O L 8F201B/1T 8F20 OB/1T ; . , v ;; . ; . ,�',; . • .' 2189 4375 6113 7547(7 8672 10294 11809 0) o- O O 1, 5' 4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 8" C.M.U• j Q 0 } } ¢ O O ':0,' 6 3090 5365 7547(36).7342 (19) 8733(19) 10127(19 ¢ O ¢ 0 '., , ,' 5'-10"(70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 - 2" X 4" P.T. O .: 0 1451 2622 4360 7168 (45) 6036 (19) 7181 (19) 8328(20) •T• W/ V `,' ,-� -' e •-� .0, 8F20-1B-2T 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 (3) 1/2" X 8" "J" BOLTS OR Cl) Z rn O 0 0 1238 2177 3480 5381 8360 10394 37 8825 (14) (3) 1/2" X 6" EXPANSION ANCHORS OR '•' ,' '' ',' •' '' • 8F24-1B 1T 8F24-OB 1T O 7'-6" (90") PRECAST 743 1011 1729 2632 2698 3191 3685 / / 8467 44 6472 (15) (6) 3" X 1/4" TAPCONS I z o 0 0 W C) cmv r' 1011 1729 5681 ( ) � 9' 4" (112")PRECAST 554 699 1160 3486 2818 3302 (8) 2 7/8° HILTI TIX-DNI NAILS I O w Z ¢ O W lO ® 00 00 O f 37 6390 (47 O _ 752 1245 3486 4705( ) ) I ZLJ ¢ U Z I- LL J W ¢ 00 ?S 10'-6" (126") PRECAST 475 535 890 2777 2163 2536 9D I C7 w p O a' J ~ O " . ,I• ' . , • ' , ,. ', : Q , ; Q , 643 1052 2781 3643 (38) 4754 f 45) S 2 W - XX O_ , a , • a ` a 11'-4" (136") PRECAST 362 582 945 2423 3127 4006 . • ; . , , - ; '• j W Z U m 0 O W W Nin Q CN ;, t 0 to Z Z O O •' ,.' ..' ...' . 582 945 ,' ,, '• ', -•' '', I'' ', Zc� W z Z U, LL 2423 3127 4006 , , , = O O J Z d' O ' �' 12'-0" (144") PRECAST 337 540 873 2193 2805 3552 W 0 J > w C m N OQ O • '` `"' 'e'` e'' a'' a, a 540 S73 2193 2805 3552 O ¢ IZ = W W 0- LJJ pN 15- W 'A -'A 13'-4" (160") PRECAST 296 471 755 1838 2316 2883 O F- IX J (h N LLJW J I 0 m Co (� Z� W ® � J r I IY k RO m0Z�0`t �.al a Q 0 00-D . • , • " • ,' �. ` , ' • a' " 471 755 1838 2316 2883 ♦" :.LL 279 424 706 1697 2127 2630 FRAME (EXT / B R G /SHEAR) WALL _ 14'-0" (168") PRECAST w 2 D U LJO-11- 442 706 1697 2127 2630 ■ ■ Ld J U N O U vrX t/9 U 14' 8" 176" PRESTRESSED N.R. O _ W O o W . ,;( ) NR NR NR NR NR 3 TO MASONRY CONNECTION DETAILO • 458 783 2245 2517 2712 ~ = Z I- � 0 Z t= w "`,' 15' 4" (184") PRESTRESSED N.R. NR NR NR NR NR z F- O 0) S I- L.L. O ¢ :.'IN- "0- 0'... NR 710 2058 2320 2513 _ SCALE: N.T.S. Y N U ❑❑ a a cn U Z o 8F32 OB/1T 8F32 1B/1T' ;- 17' 4" (208") PRESTRESSED N.R. NR NR NR NR NR N zt }I 300 548 1609 1849 2047 19'-4" (232") PRESTRESSED N.R.NR NR NR NR NR 13 ❑ " Q �' - • ,' - `,' `- - `,' `- 235 420 1282 1515 1716 -a O ti 7. ' v • • 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR • • v - - 2816/1 180 340 1114 1359 1468 22'-0" (264") PRESTRESSED N.R.NR NR NR NR NR NR 165 315 1047 1285 1399 W '' a' ,' �' ' • a' O 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NIR ` «> ❑ + • f e• 129 250 450 884 1092 1222 8F40 OB/1T-' EN 8" PRECAST & PRESTRESSED U-LINTELS LINTEL BEAM: 8RF40 OB/1T NON-SHEARWALL SEGMENT 3. © o o ® UPLIFT LATERAL 1 COURSE LINTEL J ' 8F44.1B 1T �j BLOCK W/ 1 # 5 > N >M•;><. / 8F81T SF12-1T SF16-1T 8F201T SF241T SF281T 8F32-1T REINF. BAR & 3000 PSI '«)' '' N m ❑ r ® �n - TYPE SU8 SF8 a •' LENGTH 8F8-2T 8F12-2T SF16-2T SF20-2T SF24- T SF2&2T SF32-2T CMU GROUT, MIN. 25" ♦ '' '' '' 2'-10" 34" 1293 642 2135 LAP (ACI 530) TYPICAL SHEARWALL SEGMENT ( ) PRECAST ALL SHEARWALL SEGMENTS � m 8F28 OB/1T 3' 6" (42") PRECAST 5 5 5 6 13 3 1025 1024 1830 CONSIST OF A FILLED ® ❑ O 4'-0" (48") PRECAST 765 763 1365 AN OPENING BD WITHOUT.Q U, CELL EACH = J m 8RF300 1B/1T 3s o7 s 5 74o s , . �, - 4 IL U 4'-6" (54") PRECAST 592 591 1057 a 20 0 7 5 9 077 t �' ❑ if= 1207 1940 2724 3508 4292 5077 5861 O O MIN a 5'-4" (64") PRECAST 0 6 2 9 07 4265 4924 411 411 734 FILLED CELL: #5REBARATTOP 101 1632 2290 2949 3607 4265 4924 FILL BLK. CELLS WITH 3000 P.S.I._'� 909 1492 2093 2694 3295 3897 4498 GROUT ONE #5 @ LOCATIONS SHOWN LINTEL PLAN Q TYPE DESIGNATION MIN. (1) REQ'D CONC. SLAB 5'-10"(70") pREcasr 340 339 607 OVER 6 MIL V.B. OVER CLEAN F=FILLED WITH •d•'•: •'� 1-1/2"CLEAR 929 1492 2093 2694 3295 3897 4498 ON THE FOUNDATION PLAN GROUT /U=UNFILLED , •,• , v,' 835 12 1340 1880 2419 2959 3498 4038 COMPACT. TERMITE TREATED N.T.S- OVER R=RECESSED 6'-6" (78") PRECAST 507 721 483 AND FLOOR PLAN. Z •; ,• ., 835 1340 1880 2419 2959 3498 4038 EARTH FILL REINFORCED WITH „ UANTITYOF#5REBARAT 4 .'=,e- � MIN. LAP 25 (ACI 530) BOTTOM OF LINTEL CAVITY ., ♦,• .< 7'-6" (90") PRECAST 727 23 1021 1634 12 2102 11 2571 10 3039 10 3508 9 424 534 357 6x6 W1.4xW1.4 WWF ;, d, ♦';r. C.M.U. 727 1166 1634 2102 2571 3039 3508 591 680 1133 (15 1471 (15 1811 15 2152 16 2494 15 TOP OF SLAB ❑ 9'-4" (112") PRECAST 326 512 227 - ;r##:;>: ❑ '`' a = a •,' a. 591 851 1326 1705 2084 2463 2842 •r.c• •r.: 530 552 914 (15 1185 (15 1458 (15 1732 15 2007 15 I SEE ELEVATION T.O.L. &BEARING 1 -1B U a 10'-6"(126")PRECAST 284 401 178 NOTE: <><<»<` 8 F 6 / 1T a z , " 530 686 1183 1526 1865 2204 2544 t a , ro o gad :'; g' ROUT 474 485 798 (15 1034 (15) 1272 (15 1510 15 1749 15 ', ,e',' SECTION BETWEEN DOWN RODS 3 z 11'-4" (136") PRECAST 260 452 152 ARE CONSIDERED SHEARWALLS . ', "` f ° p Ln 494 599 1028 1422 1738 2053 2369 Z w NOMINAL �' ; ,d' 470 9 441 723 (14 936 (14 1151 (15 1366 15 1582 15 135 UNLESS OPENINGS ARE BETWEEN :;�., k' ' ' ` ' ' ` R'e`' ` `° ,a.0 Z WIDTH '' 12'-0" (144") PRECAST 244 402 NOMINAL HEIGHT QUANTITY OF #5 .ev•♦' 5 REBAR AT BOTTOM 470 543 928 1349 1649 1948 2247 THEM. REBAR AT TOP . ''a�""-'a'" x% •a' to d'��9 ''a' 's 4',°'`S? �(.7 0 0 of LINTEL cnvirY 13'-4" (160") PRECAST 418 15 373 606 14 783 (14 962 (14 1141 14 1321 14 217 324 109 ® - = >' r Y' ,+. L r." L , y G ,' L ` o ' 3 t -,'< ' A �, Q CnCn 1 V 428 455 770 1145 1444 1718 1993 Z � - 3 � BOTTOM REINFORCING ( ) 384(15 346 559 (14 723 (14 887 (14 1052 14 1218 14) 205 293 98 2 TYP SHEARWALL SECTION bs ' ' ' ' ' CD Q O_ w 7-5/8"ACTUAL PROVIDED IN LINTEL 14'-0" 168" PRECAST ■ ' .h.F �'" `h,�"" ` P, °�, �'' 0 0 8" NOMINAL WIDTH (VARIES) 410 420 709 1050 1434 (8) 1694 (8 1954 (7 " 14'-8" (176") PRESTRESSED 239 323 519 (13 671 (13 823 (13 976 14 1129 (14 N.R. 284 89 LINTEL COURSE . ♦ o L MATERIALS 246 390 655 968 1324 (8) 1625 (11 1874 (11) �-2 SCALE: N.T.S. - 9'-4" B.O.L. ,3y� o W Z 15'-4"(184")PRESTRESSED LIJ 224 302 485 (13) 626 f13 767 (13 909 (13 1052 (13) N.R. 259 82 > LU oOf 1. Vc precast lintels = 3500 psi. 230 364 609 897 1224 (8) 1562 (14 1801 (14) 2. f'c prestressed lintels = 6000 psi. 17'-4" (208") PRESTRESSED 187 255 404 (12) 520 (12) 637 (12 754 (12 872 12) N.R. 194 63 - •°� ~ ¢ c 3. grouted per ASTM C476 f'g = 3000 psi w/ 192 303 500 732 993 (8) 1268 (14 1470 (14) PRECAST "U"" LINTEL W/ 145 CONT. IN maximum 3/8" aggregate and 8" t0 11" slump. 19'-4" (232") PRESTRESSED 162 222 347 (11 446 (11 546 (12 646 (12 746 f12) N.R. 148 51 3000 PSI CONC. @ OPNGS. 6'-0" & OVER. 8'-0" A.F.F. 4. Concrete masonry units (CMU) per ASTM C90 w/ 166 261 424 616 831 (8) 1057 (14 1225 (14 , � - - - - - - - - - - ' minimum net area compressive strength = 1900 psi. 21'-4" (256°) PRESTRESSED 142 198 306 11 393 11 480 11 567 654 (11)PPS-CAST 'I,.I LINTEL �L OPENINGS 1 ��a�a p g - p 142 230 369 531 713 (7) 903 13 1046 (13) N.R. 125 42 UNDER 6'..0" -- Y*, w, ,,--,- 5. Rebar per ASTM A615 Grade 60. HURRICANE RiCANE SPLICES 25 MIN. . ' 22' 0" (264") PRESTRESSED 137 192 295 (10 378 11 461 f10 545 (11 629 (11) N.R. 116 39 ANCHORS " r , " ' � 6. Prestressing strand per ASTM A416 grade 137 221 354 508 681 (7) 861 (13 997 (13) LAP (ACC 530 10 STD, 90 HOOK DOOR OPENING �' _ N W � o 270 IOW relaxation. 24'-0" (288") PRESTRESSED 124 175 267 (10 341 10 416 (10 491 10 566 (10) N.R. 91 33 I YP') HOOK , " �'E' 7. 7/32 wire per ASTM A510. 124 200 316 450 600 (7) 756 (12 875 (13) TYP i0(D SEAM a�, L0 Z H \ -a 8. Mortar per ASTM C270 type M or S. nj N 8E9" Fa 16°S K.O. 00 y' LINTEL BLOCK #5 REINF. 0 N w o GENERAL INSTALLATION NOTES FILL /W11 DI BAR �� O CONIC, R /r9B�LINTELS AT ENTRY DOOR W RAISED ENTRY N 1. Provide full mortar head and bed joints. 8RF6-OB 8RF10-OB 8RF14-OB 8RF18-0B 8RF22-OB 8RF26-OB 8RF30-OB , REB`�t` R MIN° LAP 25 �cQ•, w/ RAISED Shore filled lintels as required. LENGTH TYPE 8RU6 gRF6-1B 8RF1016 8RF14-1B 8RF1818 8RF2216 8RF26-1B 8RF30-1B ' ¢ ' 3. Installation of lintel must comply with the architectural and/or structural drawings. 1749 3355 3280 4349 5421 6493 7567 (ACI 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate 4'-4" (52") PRECAST 1635 ,A �-2 SCALE: N.T.S. ' vertical cell reinforcing and grouting. 1891 3699 5206 6639 8060 9479 10893` ' �' • O 4'-6" (54") PRECAST 1596 3063 2992 3968 4946 5924 6904 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and 1494 REBAR BOTH SIDES FO w 10" 4 longer with a nominal height of 8" meet or exceed L/180. 1756 3699 5206 6639 8060 9479 10893 4 d STD. �( DEGREE. , 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 _ 866 1167 2481 4567 6389 8060(34) 7917(19) 9311 (19) •'. OPENINGS 6'-0 OR MOR ,A =. ANGLE 3000 P.S•I. � � z w >- 0-1 Z 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. CONC: W/1 #5 DIA, V Z 5'-10"(70") PRECAST 859 1653 1600 2124 2649 3174 3700 Q O [/'�V' _ ¢ F- O_ 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete 810 REBAR MIN. LAP 25 #5 STD ■ 90 HOOK ` - z t/7 masonryunits. 1113 2342 4242 6639 10 8060 39 7402 (19) 8706 (19) z W 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) ~ - to > 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'-0" LO (� O o 0 0 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have 7' 6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 INDICATES ILLED O U o a coating of stucco applied in accordance with ASTM C-926 or other approved 755 1490 2459 3776 5743 8998 (19) 10893 (48) CELL r ROM T TO coating. 9'-8" (116")PRECAST 411 466 999 1568 2253 3129 4091 3146 , '' ' BEAM WITH 1 #5 20" MIN. LAP � -� 0 0 � o 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) 526 999 1568 2253 3129 4150 5891(47) tl � W loads shoud be checked for combine loading with the following equation: BAR M IIN, LAP 25 1 ` V Applied vertical load + Applied horizontal load - ° (ACI s30j W _ � ¢ � J #3 OR #4 REINFORCING BAR X Safe vertical load Safe horizontal load G 1.0 8" X B.a 16 s 0 m - Z 8" PRECAST W/ 2" RECESS DOOR U LINTELS P • #3 & #4 LAP SPLICE 0 - o w ) SAFE LOAD TABLE NOTES , O M ULLJ UPLIFT LATERAL 25" MIN. LAP L� J } 1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled �- ¢ H 0 k' TYPE 8RF6-1T SRF18-1T 8RF221T 8RF26-1T 8RF30-1T REINF. 8RF6 2T 8RU6 8RF6 TYP, DOWEL 25 ® tlr LU lintels must be reduced by 20% if bearing length is less than 61/2". LENGTH 8RF18 2T 8RF22 2T 8RF26 2T 8RF30 2T CMU* �,/ , I> 4'-4" (52") PRECAST 905 2635 3522 4409 5296 6183 ' ` MIN. LAP (ACI �a30) #5 REINFORCING BAR z U ¢ ; Safe loads for all recessed lintels based on 8" nominal bearing. 905 2635 3522 4409 5296 6183 758 757 1365 #5 LAP SPLICE w < O a Z o 2. N.R. = Not Rated. 4'-6" (54") PRECAST 867 2525 3374 4224 5074 5924 A;. _ Z = 3. Safe loads are total superimposed allowable load on the section specified. ss7 2525 3374 4224 5074 5924 694 693 1249 ; , 36" MIN. LAP U ¢ 675 1960 2618 3277 3935 4594 a 0 5'-8" (68") PRECAST 4. Safe loads based on grade 40 or grade 60 field rebar. 675 1960 2618 3277 3935 4594 408 407 734 .° a g " �< ' , < a " ' , , e ' , ,. , * " , , ,' ' , m • ,' , +� ` a } ,' ` ,' ,' • a' ; 5. Additional lateral load capacity can be obtained by fhe designer by providing 5'-10" (70") PRECAST 655 1900 2538 3176 3815 4453 'A' a' p p '0.' "" °A' '}g k" ` 4°'k' ' °tlY �' F` ' #6 REINFORCING BAR SHEET N0. i addional reinforced masonry above the precast lintel. 655 1900 2538 3176 3815 4453 382 381 687 3E FOUNDATION PLAN #6 LAP SPLICE Q S-2 o 6. One #7 rebar may be substituted for two #5 rebars in 8" lintels only. 6'-8" (80") PRECAST 570 1 51 2204 2758 3312 3865 595 788 510 SEE FOOTING DETAIL W 7. The designer may evaluate concentrated loads from the safe load tables by 570 1651 2204 2758 3312 3865 (tst LOCATIONS 2 calculating the maximum resisting moment and shear at d-away from the face of support. 506 1462 8) 1952 7) 2442 (6) 2931 6 3257 TYP. MONO. ETG. N O 8. For composite lintel heights not shown, use safe load from next lower height. 7' 6" (90") PRECAST 509 674 393 506 967 1462 1952 2442 2931 3421 ^ I OF = 9, For lintel lengths not shown, use safe load from the next longest length shown. 9'-8" (116") PRECAST 395 491 931 12 1301 15 1640 15 1980 15 2322 16 5 REBAR SPLICE DETAIL ♦ V 10. All safe loads m units of pounds per linear foot. 395 589 1135 1514 1893 ' 2272 2652 370 490 227 11. All safe loads based on simply support span. BLOCK WALL REINFORCEMENT 25 t� (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR O 12. The number in the parenthesis indicates the percent reduction for grade 40 GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 / S-2 SCALE: N.T.S. o LAST PLOT DATE �N; field added rebar. C�-�i SCALE: N.T.S. > March 11, 2005 Example: 7'-6" lintel Type 8f32-1B safe gravity load = 6472 (15) J 2 O w/15% reduction = > 6472 (.85) = 5501 plf � J DETAILS 8" PRECAST W/ 2" RECESS DOOR U-LINTELS °� "��' n�. " a' `x, ' � ° ° �' `- ' �' �k, • � �' GRAVITY r ��r MINIMUM 2"x4" CROSSBRACING (SEE PLAN FOR LOCATIONS) _(3) 12d PER JOINT IN N _CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. r2__% CROSS BRACING DETAIL (TYP) �-3 SCALE: N.T.S. G.C. TO PROVIDE BLOCKING TO COMPLY W/ APA RECOMENDATIO FOR SPAN RATING OF 7/16" OSB. * * ALTERNATE SPAN RATED 32/16 PLYWOOD MAY BE USED 20'-0" MAX 20'-0" MAX *DIAGONAL SPACE AT 15'-0" O.C. MAX 1-41 CONTINUOUS LATERAL BRACINC NAIL OVER X-BRACE AS SHOW4 INSTALL BLKG. AT TRUSS WEBS FOR NAILING "X" BRACE SEE CONTINUOUS OTTOM CHORD DETAIL 2/S3� [BRACING 2 X MIN. SEE DETAIL 3/S-3 lklq 6,1 momilhillilill III, wor 2A _` llwm ,00%:-Rm \� ' BLOCKIN X-BRACING - 2x4 SPF OR SYP� w/ 2-16d @ EACH TRUSS WEB CROSS BRACING DETAIL NOT TO SCALE NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP & BOTTOM CHORD CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ THAT MAY BE REQUIRED 4'-0" O.C. MAX. FOR 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. 4 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN S-3J AS PER HIB 91 REV. 7/19/03 SCALE: N.T.S. TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERALBRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS CONV. FRAMED RIDGE TYP. HAND FRAMING ABOVE TRUSS 2X4 BLOCKING MAY BE NAILED w/ MIN. 2X4 STUDS & PLATES AT 2'-0" O.C. BETWEEN EA. TRUSS (4) 12d WHEN IT LANDS EACH DIRECTION TYP. U.N.O. 2X4 DIAGONAL AT 8'-0" O.C. A NEXT TO PRE-ENG. TRUS 2x8 BLKING. NAILED @ EACH MAX & EACH END ALTERNATE SIDE w/ (3) 12d NAILS WHEN DIRECTION TYP. REQUIRED w/ (2) USP MTW12 W/ (14) - 10d X 1 1/2" EACH -'-----a--WOOD TRUSS' PROVIDE BLOCKING AT ALL TRUSS BEARING A SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT TYP. WOOD TRUSS BLOCKING DETAI SCALE. 3/4 -1-0 m 0 70, 7 PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP. VERTICAL SCAB 2 x 6 #2 SPF 48" O.0 W/ (4) 10d TOP & BOTTOM OR USP RT7 OR HCLR/LL W/ 8 - 8d IN PLACE OF (4) 10d 'OLLAR TIE --VERY 3rd ;AFTER BEVEL CUTS (OPTIONAL) SEE ROOF PLANSHEATHING 2X4 BLOCKIN BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE — TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT (�OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD 11 JACK TRUSS TYP. TRUSS A HIP G.T (2) 12D NAILS - AT 12" O.C. MAX P.) 2B HIP RIDGE BLOCKING DETAIL S-3 REV.7/18/03 3/4"=1'-O" 2x4 SPF 2 (2) 47X 3-1/2" WOOD SCREW EACH TRUSS OR USP RT7 @ 48" O.C. 2x8 #2 SPF RIDGE BEAM DIAGONAL - 2x6 RAFTERS @ 2'-0"O.C. AT 8'-0" m WOOD MAX. w/ (3) 10d COMMON MAX n TRUSS TOENAILS TO RIDE BEAM 2X4 CONT. ATY CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING \S_3 l REV.8/3/04 SCALE:3/4"=1'-O" 8" D BLOCK TIEBEAM_ W/ 1#5 REBAR U.N.O. 7/16" O.S.B. EA. SIDE 2X BLK'G. FO O.S.B. ✓V/2-8d =A. END EDGE VIEW - WHEN REQ'D RECESSED PRE -CAST LINTEL NOTE: MAY CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS TO 2x8 J Q 2x8 W/ (2) 16d TOE NAIL v EACH END 7/16" OSB W/ 6d NAILS 0 16" O.C. TO SIDE & TOP NAILER O 2x4 SPF CONTINUOUS BLOCK[ G ATTACHED TO 7 16" OSB W � (2) 8d NAILS. S�E DETAIL ABOV x8 P.T. W/ TAPCON HW4-2 4 (1/4"x2-3/4") @ 12" O.C. MAX 10'-111/4" MAX WINDOW OR DOOR OPN'G %1O DET. @ ARCH WINDOW FRAMING S-3 CMU WALL 3-17-04 SCALE: N.T.S. PRE-ENGINEERED _\ OVERLAP TRUSS BRACING WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP SPACE , \-MINIMUM (2) 16d PER JOINT MINIMUM 2"x4" SPF OR * SPACED AT 15'-0" MAX SYP TRUSS BRACING TRUSS BRACING OVERLAP DETAIL (TYP.) S-3 /16" O.S.B. A. SIDE X BLK'G. 0 O.S.B. 1/2-8d A. END SEE 6/S-� (3) 16� FOR CONN. COMMON NAI LS(TYP SCALE: N.T.S. �t. I I I R PER LOCATIONion.0400�i 1� • • i • • NAILS 9 �'!: • O.C.• SIDE & TOP NAILER �. EACH END TYP. '2x4 SPF CONTINUOUS• 1 ATTACHED TO • • :d NAILS. SEE DETAIL ABOVE 71-011 MAX DOOR OPN'G 11 DET. @ ARCH WINDOW FRAMING S_3j FRAME WALL 3-17-04 SCALE: 1/2" = 1'-O" 4a o w<o oD H�LL CczofLL�w i¢o�z Q Co U LL N o LLU in 0- LLI z w Ir aO��LF L z¢p Lw-w < ErLLJ< Qp� <z= U D-wI— w O <zom O ¢ +(1)O � Jn w wWEx O 0 ILL oz_w0 Jm LL LL¢ O O O I- m 0 LLuw C0�oc W +�Nzm¢mo uJOLL N mJ¢ O a Q OO 00 LO O'¢viO¢ cna o000009 fn 0_ J \ Ln O r- r- > Q Z + + 0) Q � d0 ¢o�¢p w 6 00 = z N Z C7 z w = C4 t/i c Er0Op ❑ci*k Z N wzzv� wLn °L ® w o w Q - (D = _ o- 00 I- ��Uz �LLLLa _ o Zw0--1 OOW2 O rt- ~ Uw C�r0' O wz(nmz0N Lij Ooo -N ZLLJ Jpz z� m,n0mowNQ>p°0aai�w0 W N �W Nlw0=mz=a L4<oQ O 00 ULLI J3:Calu0 OU 0f,Zwaue,* -- wv F-�o�caF-w0ZF- LIn =o a in cnn�❑❑ LL cn<a_W0z O ❑ K�No. u ❑ 13 ul ❑ J 0� N t� 41 10 z I J a U. a rn 0 z w z w=tnw� oo`�=> Q C V W i— C7`1QOp oooo J of < Z 0¢�W � :LLJ E > tL h — Q ¢ U >Lr) CV 0 _ 0 Iri z 0 N O ¢ cm � Cn 00 W �e 0 N �2 N 0 w 0 J o JLILLiji O Fn M`•,U QZLLZozNTZ LLI >p z _L O %emu O p 0 W N LLJ aOfw 2 =�¢ z (� J >mz= Uz OHUW O _ o �zo o� W Z U gw0 Q O a z o _I U cn ¢ _ USHEET NO. Lu O � S-3 U F— N zOF D N 25 W m 0 O LAST PLOT DATE N o March 11, 2005 0 z J DETAI LS SEE PLAN — EACH TRUSS BLOCKING BETWEEN WE TYP. AS REQ'D FOR PLYWOOD ATTACHMENT GIRDER TRUE �2 x 4 LEDGER W/ (2) 16d NAILS AT EACH WEB 32 SECTION AT ENTRY CJ_4 SCALE:3/4"=1'-O" 26 S-4 CRIPPLE STUDS @ 16" O.C. BETWEEN HEADER & TOP PLATE WHEN APPLICABLE W/ USP SPT22 AND USP SPT24 TOP AND BOTTOM EACH STUD (2) 2X12 No.2 SYP HEADER w/7/16" OSB SPACER UNLESS NOTED OTHERWISE ON PLAN BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT (2) FULL-LENGTH STUDS AT EACH SIDE OF OPENING TRIMMER STUDS: (1) REQ. EACH SIDE OPENINGS UP TO 6'-0" WIDE (2) REQ. EACH SIDE OPENINGS 6'-0" TO 12'-0" WIDE FRAMING AROUND OPENINGS SHALL BE No.2 OR BETTER SYP SEE PLAN FOR ADDITIONAL SECTIONS REQUIRED LOd TOENAILS OR (2) ENDNAILS EA. STUD ... �..,. ��.,,.�........,.,.�CTIONS THAT MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES TYP. FRAMING @ EXTERIOR DOOR OPENING : N.T.S. 27 S-4 CRIPPLE STUDS @ 16" O.C. BETWEEN HEADER & TOP PLATE WHEN APPLICABLE W/ USP SPT22 AND USP SPT24 TOP AND BOTTOM EACH STUD (2) 2X12 No.2 SYP HEADER w/7/16" OSB SPACER UNLESS NOTED OTHERWISE ON PLANS BOTTOM OF HEADER TO BE AT OPENING HEAD HEIG (2) FULL-LENGTH STUDS AT EACH SIDE OF OPENING UNLESS NOTED OTHERWISE ON PLANS TRIMMER STUDS: (1) REQ. EACH SIDE OPENINGS UP TO 6'-0" WIDE (2) REQ. EACH SIDE OPENINGS 6'-0" TO 12'-0" WIDE FRAMING AROUND OPENINGS SHALL BE No.2 OR BETTER SYP USP MP34 EACH END, TYP. DBL. 2x4 SILLS FOR WINDOWS CRIPPLE STUDS @ 16" O.C. W/ USP SPT22 AND USP SPT24 EACH STUD 3 OR (2) k STUD ,,,",TIONS THAT MAYBE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES TYP. FRAMING @ WINDOW OPENING SCALE: N.T.S. TRUSS DESIGN NOTE: TRUSS @ END OF CROSS BRACE TO BE DESIGNED FOR ADD'L 70 PLF UP & DOWN TOP CHORD DROP GABLE END TRUSS & LOOKOUT SEE STRUCTURAL NOTES AND-1RAFTERS FOR O.H. GREATER THAN 12' NAILING SCHEDULE FOR. FOR 12" AND UNDER - SPACE OUTLOOKER SHEATHING DETAILS BLOCKS AT 24" O.C. I I 2X4 SPF BLOCKING @ �`LSTA18 - STRAP PANEL EDGES W/ (2) 16d BLKG. @ 1st TRUSS NAILS EA. END TO TRUSS -NAIL SHEATHING @ 4" O.C. 2X6 BRACE I�d11L�f�� STAGGERED w/ 8d ' � `. TO SIDE OFGABLE TRUSS,INEB, 2x4 SPF CROSS BRACE @ 48" O.C. - NAIL w/3 I 10d AT EACH END & AT , CROSSING AT 45t ANGLE; 'fRUSSE CONTINjfi6US 2X4 SPF NOTCi-( BUQCK @ ,SPANKING (4) TRUSS PLATE 1bEN)lIL w/ �' BAX'S (8 FT) NAILED TO 3-16d 2X4 SPF BLOCKING Zx4 BLOCKING @ 4" O.C. BETWEEN TRUSSE`G','__�\\\ w/12d & 2-12d TO CHORD @ 48" O.C. MAX. \I II , UTLOOKER BLK. USP MTW2 @ LOOKOUT RAFTERS IF APPLICABLE STRUCT. SHEATHING 7/16" MIN. THK. - NAIL w/8d COM. @ 3" O.C. EDGES & 6" O.C. FIELD 10d @ 4" O.C. BLE TRUSS NAIL TOP OF "T" TO GABLE TRUSS w/2-12d & (1) USP LFTA6 W/ (16)-8d NAILS NAIL GABLE TRU SS TO PLATE w/16d @ 4" O.C. I ' I a 1/2" MIN. DW CEILING �'� 1/2" x 8" A.B. NAILED w/5d COOLER ^� @ 48" O.C. MIN. NAILS @ 7" O.C. 2x8 PT —/ PLATE _LINTEL 4 BAYS ral 11 COURSE MASONRY WALL rT�GA5LE END 5RACING w/o VOLUME CEILING �-4 SCALE: 3/4" = 1'-O" w � N J QQ w 0 o ~ w ~ ¢ A, W O w /'� o � z � C>t cn W W N cn x�Of0 0Z)u-0 N LL ow _ ~ qL e N a 0 c� o Wo¢z ai o 0 LLJa0 Q 0 •� m Q w O� = Q �<zz Ou-' E U ~ 0 -w + O a¢w2 + cn w Q Cw.'3z2�® oJm �x aoo0— mo ou< LLJ �w �Ua t zM rmo ��H00- I« Ofw O NN a ¢E5zm_, J - �, 60 00 00 0 a¢via� �o 000. Cf) fr s Lj 5- + Ln 0 'c 0- r r- 00 J>az� + �¢ �t d0 ¢0 w z = z �Cf) 0zw <We`�o u 0 to z o o ® ei Z N wzVO w��LL 000 w Q - C7 = =* F- ao C7CrUz =LLLL� _j � O zui 00ujz 0 E ter= 0 wz(,mzoo -0 z C CN =zw0 J�zm z En LL o�=cna�3� m0N OQ�I-w���m LL- W twNN 0 u)Lu Oa�MZ¢4 W 0 Cu Jd QF- ci mo=�Oa1aox at o�-00Z)a( -J J00E--J= crL�-- _s w OG x0 0)�2z�a� � �d.��� w 0 0Z1—0�=��CJ� O ii CL uj ¢ cnUsu�tn❑❑ LL m cnUz o TRUSS DESIGN NOTE: TRUSS @ END OF CROSS BRACE TO BE DESIGNED FOR ADD'L 70 PLF UP & DOWN TOP CHORD SEE STRUCTURAL NOTES AND NAILING DROP GABLE END TRUSS & LOOKOUT RAFTERS FOR O.H. GREATER THAN 12" d NAILS SCHEDULE FOR SHEATHING DETAILS FOR 12" AND UNDER SPACE OUTLOOKER AT 4" O.C. BLOCKS AT 24" O.C. I I . UTLOOKER BLK. 2X4 SPF BLOCKING @ LSTA18 - STRAP �' ,'� '° USP MTW12 W/ BLKG. @ 1st TRUSS '� �' PANEL EDGES W/ (2) 16d r, .' ' �° 14 10d X 1 1/2" @ I ' I NAILS EA. END TO TRUSS I ���� 2X6 BRACJONAIkED 'O LOOKOUT RAFTERS IF APPLICABLE -NAIL SHEATHING @ 4" O.C.,, ^ ' STAGGERED w/ 8d ' �` TO SIDE,OF GABLE I �` 10 STRUCT. SHEATHING ` V I TRUSS VNE�S 7/16" MIN. THK. - NAIL w/8d COM. @ O 3" O.C. EDGES & 6" I , • , ' I O.C. FIELD o 2x4 SPF CROSS -BRACE � 10d @ 4" O.C. I ^' @ 48" O.C. NAILw/3- - `^' ` ' v to 10d AT EACH END & AT �`, , ^ CROSSING AT 4EANGLE ,' ,' �� GABLE TRUSS u , 'TRUSSES, � NAIL TOP OF "T" ,' COJ'dTINU"6US 2X4 SPF ;° TO GABLE TRUSS PAN4dING (4) TRUSS `.� ``, ; /2-12d & (1) USP MTW12 w/ BAA (8 FT) NAILED TO 14 10d x 1 1/2" 2X4 SPF BLOCKING X4 BLOCKING @ 4" O.C. ��`, BETWEEN TRUSSE �'w/12d & 2 12d TO CHORD `. ��� �° NAIL TRUSS BOTTOM LO @ 48" O.C. MAX. CHORD TO 2X4 DEAD- `' ., WOOD w/16d @ 4"O.0 1/2" MIN. A CEILING NAIL DEADWOOD TO USP LSTA30 w/ NAILED w/5d COOLER TOP PLATE w/16d @ (22)10d @48" O.C. NAILS @ 7" O.C. 4" O.C. O 4 BAYS ll--�FRAM E WALL GAIBLE END 5RACING 2x4 @ 16" O.C. (TYPICAL) 3 w/o VOLUME CEILING uj �_4 REV. 9/30/03 AS SCALE: 3/4" = 1'-O" z 13 Rig,W <s>»En L >' ze > N 0 Q1 f l > M tn L � m i Q ❑ e Q L kgllll2Lna0 CL Q w a =w z 0 0 0 Zw (A S - 0 W H U7 LLJ J J 0 (/) _ Z � U) Q N Lu — C7 a O p fr000 J H ,¢ Lu Z � <LLJ w >Ez� F �2 Q Q U U) > ,n N (n � � L6 Z 0 0 N _O <c cq rl 07 0 0 LV L6 Y frog LLJ 0 J Z LLJ O () y L z Quo �y _ z z > o cwr> Lu0 O joo O O � U 0 0o LLJ N LLJ Of —LL = m -j - z O LLJ LLJ � z O U LLJ J r }0 0~0 Z U Z d O w Q w Lu W az0 Q = r a � U SHEET NO. SAU O N 0 0 IN OF 25 m O LAST PLOT DATE March 11, 2005 C 0 DETAILS DO LL W LLJ ,� w y z o o W .O 2 o� w 0 W U XF-�o �` o� U N W v1 o N o Q N a O z aoQLLJ wmi-z z ❑ W fr LLLLJ r_M/ L.L J �•y = m pwQ0 O U Q �<z❑ �w-w ~ O a¢w¢ O cmi� w � ;z-L0 -jm LZ Qo❑o� mo W 0U)tzHV ow LL C7N and Q L- W EE U d W « + Q w m o X LL- ��q� Q N N ❑ V '/1 v, =00 JZ�J 0000 aOJ\ ❑Z O I-r- IL 00 tF * w > Q + Q QO3:Q❑ W 0 = z N (� Z 0) O z w < CD �zO❑ 0Ti fA Z om N wZUO W Ll)LoCD Ji W<2O O 0 O =_* U) � LL_ LL. d H J 00 H N C7 zwa-_J 00WZ O E �r o W005MLLZMW UN oLLJZ0 N ==u)p]ODOz Z In IL rortn =WQP:3� C? mmin ri o pQ�~>wO�m W u) fw y W a�tiN-Iw N = I— = ❑ o bA N c) C co �Q:amwpoa m a o� �w c�� qU �0��=ZZ) Q�❑1-0 W 0ZF-01—��d Fn-(!J❑❑ L0 �S�WO Q a)Qo_cnUZ ❑ tn0 LL 13 13 Ln n J a Ln En m In I J IL In LL rn a 1 F w � z� \ ♦ II \♦ \♦\\ I 1 1 I > z W U) CZ7 \I111 I I W Hcn ujcn --------------- 0 2 > Z� 3 SEE ROOF PLA I;I I; ¢Nwfr w Lu FOR CONNECTORSLu w o 0 �❑IS-< It lY j cn < Lu ZI I I I ` J S U_ Z HNQQCJ I 1 GIRDER BM. OR WOOD TRUSS o TYP. 8" MASONRY (WOOD TRUSS SHOWN) Ln Lo WALL/LINTEL Cy � = Kl'8'b*"-NGlRDER/MAS. WALL Lo N _ N � o -� NO SCALE REV. 10/10/00 PJM W 0 UPLIFT CAPACITY - 1890 # SEE SCHEDULE N Q= o � N 00 w O J o z w Q}�F- z< uoN z0�Lo (y)❑ ZO ❑ v 0 oUz0 _j0 WLL<QN� w w W F- > _ o�� Lo Wo J � Z � }o� (n QO~o w ` w z 0 Q O ¢w� 0-Z0 r J �¢_ O o SHEET NO. 0-1 O S-5 zOF N U) = w 25 m 0 o �— LAST PLOT DATE 11, 2005 N 0 o -March z,J DETAILS 2 ROWS 8d @ 6" O.C. 8d NAILS @ 6" O.C= TO BLOCKING (2) 12d NAILS TO BLOCKING USP— TRUSSES SUH24 2X4 BLOCKING-' AT EA. ROOF PANEL JOINT AT USP SPT24- 48" O.C. MAX @ EACH STUD 2x4 SPF STUDS @ 16" O.C. USP SPT22 - @ EACH STUD (2) SYP#2 TOP PLATE ROOF OR FLOOR SHEATHING LSTA12 EACH SIDE @ EACH END OF WALL STRUCTURAL SHEATHING (MIN. 7/16"). NAIL w/10d @ 3" O.C. EDGES STAGGERED & 6" O.C. INTERIOR - EXTEND TO ROOF SHEATHING 1/2"x 12" A.BOLT 6" FROM ENDS THEN 32" O.C. - OR 5/8" w/8 1/2" EMBED WEDGE BOLT 6" FROM ENDS THEN 32" O.C. W/#3 PT SYP BASE PLATE D �____=�. �'e .�b•e SEE PLAN FOR DIM. D • D • • D •�.I\ Q•DI�e •4 4\ 1 �•e s•S;rb•e s e e s e s•e .e <� 40 .e 4D .e G .•e CN-I D D I 4" 16" 14" SEE FND. PLAN FOR FOOTING SPECS. INTERIOR SHEARWALL @ TRUSSES 18 STEP-DOWN WA TO TRUSS S-6J NO SCALE REV. 9/30/03 AS SHEAR CAP. 500#/LIN. FT. SEE STRUCTURAL NOTES AND NAI!_INCx SCHEDULE FOR SHEATHING DETAIf_-%r � VARIES w/ ROOF SLOPE GIRDER SEE PLN. FOR LOCATION 2X4 SPF BLOCKING BETWEEN TRUSSES e 24" O.G. MAX,w/ 2 X 4 CONT. AT C2J16d EA. END CT"r .J 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 5PT24 TOP (2) USP RT3 USP 5PT22 BOT (1) AT EACH BLOCK OF EAGH STUD TO G.T. & (1) G.T. TO 2x4 SPF TO 8'-5" HIP JACK I - H — r- -9.2 EXTERIOR NON BRG. WALL DETAIL CJ'_6 J N.T.S. AC K 'RUSS 12 5 Aa 1/2" CEILING BOARDJ USP SPT24 AT TOP AND USP SPT22 AT BOTTOM 1/2" DRYWALL OPTION: MAXIMUM OF (3) 2 X 4 PLATES MAY BE ADDED BELOW THE HEADER W/ EACH PLY ATTACHED W/ (2) ROWS OF 16d NAILS AT 8" O.C. SEE 26/S-4 OR 27/S-4 FOR MORE INFO @ OPENING NOTE: 40" MAX. SILL HGT. ON ALL BEDROOM WINDOWS. (2) 2 x SILL 1/2" DRYWAL R-11 F.G. BATTS WOOD BASE CONIC SLAB 6 X 6 10/10 W.W.M. 6 MIL VISOUEENrt PRE-ENG. WD TRUSSES @ 24" O.C. INSULATION BAFFLE BATT OR BLOWN INSULATION MIN. R-19 / TRUSS ANCHOR (SEE PLAN) FIBERGLASS SHINGLE ROOFING FELT SEE ROOFING SCHEDULE �! METAL DRIP EDGE �2" X SUBFASCIA CONT. VENTED ALUM SOFFIT O.H. (2)-2" X 12" SYP BM. OR WIF85 =E ELEV. (UNLESS OTHERWISE NOTED- SEE PLAN) NAIL @ 6" O.C. W/2-2" X 4" SPF TOP PLATES MIN. SPLICE 48" W/12d @ 6" O.C. —ALUM FRAMED WINDOW w/ SCREEN CEMENTITIOUS DECORATIVE FINISH 7/8" THICK PER ASTM C-926-98A 2" X 4" @ 16" O.C. W/2-12d EA. END W/ APA RATED STRUCTURAL SHEATHING (MIN. 7/16") NAIL 3" O.C. TOP & BOTTOM, 4" C. SIDES & 6" O.C. INTERIOR P.T. 2" X 4" #2 SYP BASE PLATE w/1/2" X 8" A.B. OR 5/8"X7" WEDGE BOLT, w/2" WASHER @ 32" O.C. MIN. 6" FROM END GRADE TOP OF SLAB TREATED NQuo 0 N CLEAN FILL;,- m SEE FOUNDATION PLAN 9 TYPICAL WALL SECTION NEXTERIOR\ FRAME C_68-12-03 REV. AS. SCALE: 1/2" = 1'-O" u- � 4 ¢ 10 ® O �%% Z ,,; o Ort0 �o2 �.� O z Z � C� cn � W x��0 N u' in TOP SPLICE F- Y¢ N a- z TYVEK 0 < 0 < 0 TAR PAPER WRAPPED 6" DOUBLE 10d _ U- w z0 U o o J UP EXTERIOR FRAME WALL 2"x TOP PLATE 1/4" MIN. SPACE 2g�, o LLI Y < o .� w m AND SEALED BY TYVEK M/,y Q I-¢ Z z O L) INSTALLER DECO FINISH W/ o ¢ z + w STOP VULKEM 0 w cn CAULKED TO 2 ROWS L>_ CD Z- w o w m ,� TERMITE SHIELD - 2"x STUD @ 10d @ 6" 0/C W o o COuj o� o u- 24" O.C. MAX. o w o Y z �'� m o TERMITE SHIELD Q =w0¢ DI ¢.j mm 2"x P.T. PLATE 0' Z) o z _j 000 000 NOTE: Cn a cwn ¢ uo 0 00 00 -BOTTOM SPLICE w w o o 0 PLATE LENGTHS MUST BE > ¢ z m + + 0) ¢ OVER STUD ¢o�¢o AT LEAST 8'-0" LONG. TYPICAL TYPICAL INTERIOR EXT. FRAME WALL 3 _Cn w Z 0, r5_"*TOP PLATE SPLICE DETAIL ('20'NTERMITE DETAIL- z w � N ; z mzoo �_6SCALE: N.T.S. SCALE: N.T.S. o¢ o J o z Ln 0 �-6N.T.S w¢vc7 =_*°a' I= 0000 zcivz ~�u"1.Ld O rZ ZLu 00W Z O E �t Cn o wz(ncozoLL oa0 N Cn Qw ��� Ow�Zd' LL °m,� rI Z Lu..I — O g> W O p m N m O N Z cI "S" NAIL O¢m=wm��� W 'ANNwp 2 - S.P.F. CONST. GRADE TOP PLATE , 3/8 SPACING l 3/8 m o o z = a a a o _ or? = a � SPLICE MIN 48" APART 3/4„ 1/ 1/2' 7 fir. Q W L) ui � � rn w S_ _� - i S 1/-��� ~ooz�o���c�l O ii a=1-w0 ¢ 1� �i = _" "= F = = i� =u= =u r--- b----� I— Y (n 0 i' En (n❑❑ LLLL ¢ o_ (n 0 Z 0 II I I II II I I II II II ° II II I II III I I II II II SINGLE NAIL EDGE SPACING S �N c DOUBLE NAIL EDGES ACING `'€"❑ II ° II I II III III OPENING ® NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL ❑ II II II I III LL' II,I�I �IIII, __ I,�III _I„II IIIIIIII c IIIIIIII IIIIIIII II II I QQ NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL W NAIL OPENING PERIMETER C@ 3" O.C. W/8d COMMON NAIL QNAIL INT. AT 6" O.C. W/8d COMMON NAIL II II I �- n ❑ II II I � STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. FLOOR SYSTEM IW/8d COMMON NAIL 2x8 P.T.'s LL PLATE NO SPLICE @ HEADER - NAIL SHEATHING TO A F HEADER W 8d COMMON NAIL@ 4" o/c (2 STORY ONLY) / / '" Z IN2x4 P.T. BASE PLATE " t > ❑ �) /'�7WALL SHEATHING INSTALL. & NAILING SCHED. N m �-6NO SCALE REV. 02-11-04 MD 4 W w ❑ mPI In IL L\ W Z >` ❑ 13 z w � z wEnLu J zcn Q N w M — C7 - Q O p O ❑ ❑Lij OU J 2❑I—W Ll ❑¢w UJ(nCr ='� �Z PRE ENGINEERED WD TRUSSES @ 24" O.C. INSULATION BAFFLE z O 12 BATT OR BLOWN INSULATION MIN. R-19 v) TRUSS ANCHOR (SEE PLAN) w Lo FIBERGLASS SHINGLE N 07 � o ROOFING FELT Lo O ¢ M APA RATED STRUCTURAL SHEATHING N MIN 7/16" FASTENED TO TRUSSES 00 ' PER ROOF NAILING SCHEDULE W -10 '--------- I Of lo SEE STRUCTURAL NOTES AND NAILING ^ , SCHEDULE FOR SHEATHING DETAIL 1/2" CEILING BOARD "*----METAL DRIP EDGE ` y 3/4" P.T. NAILER 1/2" DRYWALL 2" X SUBFASCIA O w CONT. VENTED ALUM SOFFIT CURTAIN NAILER 8" X 8" X 16" K.O. LINTEL BLOCK O 0 2 X 4 NAILER TO 2X4 SPF BLOCKING 1 X 4 P.T. @ WINDOWS O.H. W/1 #5 DIA. REBAR & J W HIP GIRDER GIRDER TRUSS. BETWEEN TRUSSES TRUSSES 1 X 8 P.T. @ S.G.D. SEE ELEV. 3000 PSI CONCRETE () z w z TRUSS END NAIL W 2 - 12d EAC @ 24" O.C. MAX.w/ SEE PLN. PRECAST " U " LINTEL W_/ 1-#5 CONT. IN N < ¢ (z / N _ WEB CROSSING (2)16d EA. END (TYP.) 3000 PSI CONC. @ OP GS. 6'-0" &OVER. z w - JACK PRECAST "U" LINTEL ALL OPENINGS 0 z o MATCH TRUSS UNDER 6'-0". ' 0 0 0 0- [BOTTOM PROFILE FILL CELL -1 #5 DIA. REBAR W/ 3000 PSI Z p Z o MARBLE STOOL CONC. ALL LOCATIONS SHOWN ON J O p w 0_ _ _ _ _ _ FOUNDATION & FLOOR PLANS ^' = r- LL USP MP34 @ 1 X 2 P.T FURRING ALUM FRAMED WINDOW W/ SCREEN w ` V ~ w � DBL. 1j2" SPACE _ � ¢ EACH BLOCK HEIGHT R-4.2 FOIL INSUL ON EXT w w PLATE VARIES BLOCK WALLS PRECAST CONC SILL 0 07 : z UA:... USP SPT24 TOP 1 X 4 P.T. BASE NAILER 8" X 8" X 16" CONC. BLOCK W O w .. __USP SPT22 BOT___________________ oZ D o SEE PL (2) USP RT3 OF EACH STUD WOOD BASE CEMENTITIOUS Lo —� ¢ T7T7 (1) AT EACH BLOCK 2X4 BLOCKING CONIC SLAB DECORATIVE FINISH z O }' 3: o FTG. DOWEL #5 DIA. REBAR z �- z = w TO G.T. & (1) G.T. TO o= 6 X 6 10/10 W.W.M 18" IN CONC. -25" EXTEND (ACI 530) Z w HIP JACK SHEATHING 0 ❑- Z O ABOVE SLAB. ALL LOCATIONS w ¢ m z = FILLER BLOCK 2x4 SPF TO 8'-0" 6 MIL VISQUEEN SHOWN ON FOUNDATION PLAN J („) ¢ Cn AT 16" O.C. NAIL @ 16" O.C. - GRADE D_ TO STUD AT WALL RAKE CUT WALL TOP OF SLAB W/ 4 - 12d. END NAIL TOP TO MATCH VAULTED - - - — - — - SHEET N0. � TO TRUSS GIRDER TRUSS BOTTOM .= _ i;: ; ,°.', _ 3:u = o p 0 p N OS-6 w TREATED f• ¢ CLEAN FIL Z \ I co ^OF = SEE FOUNDATION C V J K1'9.1 EXTERIOR NON BRG. WALL DETAIL w L 0 S-6 AT HIP CONDITION W/ INT. VOL. CLG. �8TYPICAL WALL SECTIOWNCRETE BLOCK LAST PLOT DATE N /�+ March 11, 2005 N.T.S. REV. 3-3-04 AS S_V SCALE: 1/2" = 1'-0" REV. 9-3-02 MKD/mk O z J DETAI LS 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) (3) (3) (2) (3) REFER T 26/S-4 OR 27/S-4 * WHEN STUD LENGTH IS LESS - THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE W/ 11 - 10d NAILS 16d NAILS @ — 16" O/C TYP. DOUBLE 2"x4"— CRIPPLE STUD TYPICAL (U.N.O.) HEADER ANCHOR NAILED TO TOP PLATES HEADER & JACK HEADER SIZE N0. & SIZE OF & GRADE RAFTER TIES EACH END (2) 2X12" 2SYP (2) LSTA 30 EE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER DOUBLE 2 X 12 NO. 2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE OR WI85 JOIST HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @16" O/C UNLESS NOTED OTHERWISE /-2"x4" STUDS TYP. USP HTT16 W/ (18) 16d NAILS AND A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OR O'OFiy7� 8 1/2" AT GARAGE STEP DOWN HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING P.T. BOT. PLATE WALLS WITHOUT UPFIFT rll,* WALL HEADER DETAIL SCALE: N.T.S. REV. 10-28-03 AS. 2X6 BRACE NAILED TO SIDE OF GABLE-\ TRUSS CHORDS 4'-0" IN LENGTH OR GREATER 10d @ 4" O.C. CLIP EACH TRUSS \ (SEE ROOF PLAN FOR TYPE) SEE 3/S-4 FO ADDITIONAL INFO STRUCT. SHEATHING 7/16" MIN. THK. - -NAIL w/8d COM. @ 3" O.C. EDGES & 6" r GABLE TRUSS NAIL TOP OF "T" TO GABLE TRUSS w/2-12d & (1) SIMPSON MTS12 w/ 14-10d x 1 1/2" FRAME OUT TO BLOCK EDGE ///NAIL TRUSS BOTTOM CHORD TO 2X4 DEAD WOOD w/16d @ 4"O.C. SIMPSON LSTA30 w/ 14-10d @48" O.C. NAIL DEADWOOaTO (2) 2x12 w/ 1/2" O.S.B. TOP PLATE w/19d FLITCH PLATE 4' O.C. STUD ANCHORING: i STUD TO TOP PLATE: 7/16" OSB W/8d COMMONS @ 6 SIMPSON LSTA 30 W/ ,ON EDGES & 12" IN 14-10d @ 48" O.C. MAX FIELD ' PROVIDE SIMPSON SIMPSON SP ' SEE PLAN HUC410 W/ 10 - 16d T/COL W/ 12 10d EA AND 18 - 1/4" X 2 1/4" STUD TAP CONS TO MASONRY COL. @EACH END SIMPSON SP1 W/10-10dEA 2X4SPF STUD G.C. „ „ AT 16" O.C. CORD r'---`+ W/ ELiEVS. � BUILDER FRAME RADIUS ; AS REQUIRED f-16x16 COL BEYOND KNEEWALL @ GABLE ('2'5N ENTRY FRONT WALL N.T.S. USP LSTA30 w/(11)-10d TO TOP PLATE AND (11)-10d TO STUD. MAY BE ANGLED UP TO 10 DEG. USP LSTA24 W/ (18) -10d AT d @ Wo.c. TYP. 2'-0" O.C. MAXIMUM EXTERIOR STRUCTURAL 2-2x4 SPF SHEATHING (MIN. 7/16") TOP PLATE 242 SYP 2x12 OR WIF85 HDR. UNLESS NOTED ' OTHERWISE (SEE PLAN) (3) S.P.F. 2x4 w/10d G.C. VERIFY INTERIOR USP HTT16 @8" O.C. EA. SIDE 1/2" GYP. BOARD OR w/18-16d NAILS 2x STUDS EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") VERIFY W/ PLAN EPDXY ANCHOR W/ 8 1/2" EMBED. W/ 1/2" ANCHOR BOLTS INSTALL PER MFG. SPECS. 6" FROM END OF EACH No. 2 P.T. 2x4 BASE PLATE SILL PLATE. SEE 6 S-6 30 EXT. FRAME CORNER K'6"** HEADER OPENING SCALE: 1 1/2" = 1'-0" NO SCALE REV. 1-27-04 AS UPLIFT CAP. AT HEADER 1 STRAP EA. END - 1255# (3) S.Y.P. 2x4 w/1 @ 8" O.C. EACH W. IGLE OR 2 PLY ;DER TRUSS LTS20B w/10-16d 3IRDER TRUSS K4 SPF TOP PLATE '8" ALL THREAD ROD W/ MPSON SET EPDXY )LTS WITH 4 1/2" EMBED TYP 3 1/2" EMBED WHERE STEP )WN OCCURS) INSTALL PER :G. SPECS. T. #3 S.Y.P. 2x4 BASE PLATE IGH UPLIFT FRAME WALL IRDER/BEAM CONN. NO SCALE REV. 3/20/03 MJB UPLIFT CAP.: w/ 2500 PSI CONC. = 1750# GRAVITY CAP @ BUILT-UP COLUMN (3) 2x4 SYP @ 8'-0" HT.=5175# SEE SHEET S-7A FOR ADDITIONAL S7 DETAILS STRUCTURAL NOTES NOT SHOWN 6) WOOD: 6.1 WOOD STRUCTURAL FRAMING MEMBERS: WALL STUDS -SPF STUD OR CONSTRUCTION GRADE TOP & BOTTOM PLATE -SPF STD & BTC BOTTOM PLATE IN CONTACT WITH MASONRY 43 SYP PT I JOIST SQUASH BLOCK I -SPF STUD OR CONSTRUCTION GRADE TRUSS BRACING & BLOCKING -SPF STUD OR CONSTRUCTION GRADE FURRING & B.U.C. STRIP 43 SYP PT (UNLESS NOTED OTHERWISE ABOVE) #2 SOUTHERN YELLOW PINE WITH AN ALLOWABLE BENDING STRESS (Fb) PER NDS = 1250 PSI AND A MODULUS OF ELASTICITY = 1,600,000 PSI 6.2 DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE, LATEST EDITION, HIB-LATEST EDITION AND QST-LATEST EDITION. 6.3 ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6.4 ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 6.5 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 6.6 8d NAILS ARE RECOMMENDED FOR ALL SHEATHING NAILING. IF .099 DIA NAILS ARE USED ALL NAILING PATTERNS SHALL BE MODIFIED TO THE FOLLOWING SCHEDULE: (SEE 7/S6 FOR LOCATIONS) 6.7 5/8" x 7" EXPANSION BOLT OR 1/2" x 8" A.B. BOLT MAY BE USED INTERCHANGABLY NOTES: TRUSSES MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS TO BEARING WALLS TRUSSES, GIRDERS, AND BEAM TIE DOWNS TO BE SIZED PER TRUSS MANUFAC- TURERS UPLIFT CALCULATIONS. ANY QUESTIONS AS TO THE SIZE, TYPE, OR VALUE OF A NAIL, STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUCTURAL ENGINEER OR ARCHITECT. BEARING WALL NAIL PATTERN: 1. PLYWOOD AND SIDING: ( FIELD) USE 8d NAILS @ 12" O.C. ( EDGE) USE 8d NAILS @ 6" O.C. 2. GYPSUM: ( FIELD) USE 5d NAILS @ 10" O.C. ( EDGE) USE 5d NAILS @ 7" O.C. m1Z103friklou" NAILING ZONES ZONE 1: 8d NAILS @ 6" O.C. IN FIELD 8d NAILS @ 6" O.C. ON EDGE ZONE 2: 8d NAILS @ 6" O.C. IN FIELD 8d NAILS @ 6" O.C.ON EDGE ZONE 3: 8d NAILS @ 4" O.C. IN FIELD 8d NAILS @ 4" O.C. ON EDGE ALLOWABLE FASTENERS A: CEMENT COATED SINKERS B: BRIGHT COMMONS C: SPIRAL OR RING SHANK NAILS D: CLIP HEAD GUN NAILS SEE 3/S2-- FOR STUD CONNECTION C, 0 i 4 H. 0 ----------------- ---------------------- — - ,O 2 4 FT' � 2'' ' 5 FT.f 4 FT. ------------- 2 -' .' , 5 FT.: 4 FT. © r`� © �© r------------------------------ �`.2 ' 3 © _1 ' 2 �� 2 _ 1 2 `.4� FT O .� `. ------- 4 FT. Q 4 FT. i GYPSUM CEILING: USE 5d NAILS @ 7" O.C. CONTRACTOR NOTE: ALL DRILLED AND EPDXIED HOLES MUST BE PROPERLY VACUUM, BRUSHED, AND BLOWN CLEAN PER MFGR'S RECOMMENDATIONS TO ACHIEVE UPLIFT CAPACITY 16" PRECAST LINTEL 2-2x4 SPF TOP PLATE " CMU EXTERIOR WALL 2 X 4 CRIPPLE STUDS AT 16" O.C. W/ SP4 TOP AND LSTA12 BOTTOM SIMPSON LSTA30 W/ 22 - ' 10d 242 SYP 2x12 OR WIF85 ' DOOR HDR. UNLESS NOTED OTHERWISE (SEE PLAN) S.P.F. 2x4 w/10d @8" O.C. ABOVE AN BELOW HDR. No. 2 P.T. 2x4 BASE PLATE A. HEADER OPENING NO SCALE REV. 1-27-04 AS UPLIFT CAP. AT HEADER 1 STRAP EA. 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LABEL PRODUCT ACCEPTANCE NUMBER - DSI-222 FINAL ANCHORING OF A WOO(- FRAME UP TO 5'4 X 6'8 SINGLE INSWING UNIT w/WO SIDELITES PRODUCT ACCEPTANCE No,: DS1222 SCROV SCHEDULE x SIB" PlRtf1PS NTT MEAD Fffx 1 3 4^ FLAT HEAD psain FLAT 7 #10 x 3" Pmu ps FLAT HEAD 2" TYP. 5 • 7 • 3 .jr &NOE DL'4'AIL Am, 503= iS ATTACNEP TO HW,L"-A #@ MUST at tJ O OF A S 'SWWW AND A % PER SCREW SMEXAL -Jr LA=H DbTA/L MEN SWa fE IS ATTACHED TO LATCH J Me USL #8 x 1 3/4" P41L93S AAT WAD StMM15 W Sf1i!!rE PLATOL AND j 4 SCREiY WPLACE OF j V FMW SCREW SCMMULL LOW SMWNt LOCKAC1URf85-""�"` R45'lAliCnONii PiSMANG 7Hp Htlt r1. W_O THRESHOLD to►la-0-1) Product Acceptance No: DSI-222 Size: up to 5'4 x 68 lnsviint (wood jamb) Configuration: X, OXO, XO, OX 2'0 2'4 2'6 2"A ... 3-0 Single Opaque +RD -90 +80 -80 +80 -80 +g0 -80 . .4SO -80 W/Sidelites +50 -60 +150- -60 Singicolart,d +75 -80 +64 -77 +60 -71 +56 -67 +50 �64 , w1sidelites 6() +30 -6ti (floor does not meet Missile Impact) Test # 210-1997. 210-2024 Mfg, by: Nan Ya Plastics / Plastpro Livingston. PIJ 97039 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 Size Pry M Drawing # Description Door Size Pressures Drawing # Single 2'0" x 6'8�a" +80 -80 99-01 Single 2'0" x 6'8" +75 -80 99-04 Single 2'4" x 6'8" +80 -80 99-01 Single 214" x 618" +64 -77 99-04 Single 2'6" x 618" +80 -80 99-01 Single 2'6" x 6'8" +60 -71 99-04 Single 218" x 6'8" +80 .80 99-01 Single 2'8" x 6'8" +56 -67 99-04 Single 3'0" x 61" +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 61" +50 -60 99-04 Single w/sl 3'0" x 6'8" +60 -60 99-01 Single w/sl 310" x 618" +50 -60 99-04 Configuration: X, OXO, XO, OX TESTS Cerd ipFlorida� g F'b Engineer Test Description Test Location Test Date Test ReWrt # and License Number ASTM E-330-90 Uniform Static National Certified Testing Lab 11/03/1997 210-1987-1 z,0"Y Barry Portnoy Air Pres�e Orlando Florida 04/01/1998 210 2024- Y ry P E No 16258 AAMA 1302.5 Forced Entry National Certified Testing Lab 11/03/1997 2I0-I987-/,z.3,•,Y Barry Portnoy Orlando Florida 04/01/1998 210-2024•-,Y s 6 P E No 16258 ASTM. E283-9I Air Infiltration National Certified Testing Lab 11/03/1997 210-1987-4 aj y Barry Portnoy Orlando Florida 04/01/1998 210 2024+ (, R E No. 16258 210-1987_i 1,3.Jf Barry Portnoy 210-2024• +fr 4 _ P. E. No. I6258 ASTM E331-96 Water National Certified Testing Lab Penetration Orlando Florida 11/03/1997 04/01/1998 Product Acceptance/Label No: DSI-222 0-v DOOR LABEL PRODUCT ACCEPTANCE NUMBER - DDI-224 FiNAI ANQ_HnRINn OF A W000 FRAME UP TO 6'0 X 6'B DOUBLE INSWING UNIT PRODUCT ACCEPTANCE No.: DD1224 4" TYP 6,. g„ V � 7 O O .D . 5 14" TYP. — ♦g♦ 141, TYP TYP. _4A' AC TNE INAC —0 __0 14" TYP. © — s 1/2• I 14"TYP. .as TYP. 14" TYP. •�. 75 4 n. ? .. 41/2 h 4 1/2�'-..1 ��/2 � 4 SCXEw SCHEDULE 3 10 x S/s" PWUJPS FLAT NE 4 10 x 1 3/4" PMItLLIPS FLAT HEAD 5 10 x 2" PHQUPS FLAT HEM 7 10 X 3" PtI1LUP5 FUr HftD 4 -D" ASTRAGAL PLATE .12'. lYvs,�. SEF WC1t t.Ft:. INSW - THR SHQ h #117atAC7ip,rs 12• "C' LATCH DETAIL ANN tOpt;end) COWIM i'-� Threshold LINK: �7 t� SEE' t.oCK 1 - wwuFAc7t>rtElts MiSTWiCnONS NAN YA PLASTICS CORPORATION / PLASTPRO, INC. DISTINCTION FIBERGLASS DOOR PRODUCT APPROVAL TEST RESULTS INSWING: Opaque and Glazed Max Door Size: 6'0" x 618" DESIGN PRESSURES OPAQUE GLAZED Description Door Size Pressures Drawing # Description Door Size Pressures Drawing#_ Double 4'0" x 6'8" +74 -82 99-08 Double 4'0" x 6'8" +74 -74 99-06 Double 4'8" x 61" +64 -70 99-09 Double 4'8" x 6'8" +64 -64 99-06 Double 5'0" x 6'8"' +60 -66 99-08 Double 5'0" x 6'8" +60 -60 99-06 Double 5'4" x 6'8" +56 -61 99-08 Double 5'4" x 6'8" +56 -56 99-06 Double 6'0" x 6'8" +50 -55 99-08 Double 6'0" x 6'8" +50 -50 99-06 Configuration: XX TESTS Certifying Florida Engineer Test Description Test Location Test Date Test Report # and License Number ASTM E-330-90 Uniform Static National Certified Testing Lab 10/03/1997 210-1993 Barry Portnoy Air Pressure Orlando. Florida 04/01/1998 210-2024 P. E. No 16258 AAMA 1302.5 Forced Entry National Certified Testing Lab 10/03/1997 210-1993 Barry Portnoy Orlando, Florida 04/01/1998 210-2024 P. E. No. 162.58 ASTM E283-91 Air Infiltration National Certified Testing 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 Penetration Orlando- Florida 04/01/1998 210-2024 P. E. No. I6258 Product Acceptance/Label No: DDI-224 22' 32„ :12„ 12" :12,. 12" 12,E DOOR LABEL PRODUCT ACCEPTANCE NUMBER - D8SI-226 FFIH&L AN.CHQR NG OE.._/:_WAoD EHAAIE t1P 7Q_„S +�5. 8 0 SINGLE INSWING UNIT W/WO SIVELtTES PRODUCT ACCEPTANCE No.: OBS1226 o h 7 M -CZ) 7O 511 1/2" --1 1--4- 1/2-J 4 1/2_-.l 1-- SCREW 'SCHEbtxr Q3)I 110 x S 8" EtSAM RAT HEAD Wl #10 x 1 3/4" PIILLUPS iZA7 HEM 5 10 x 2" FWRIt.t"5 RAN` PICJID U71 110 x X, PHILt/P5 FLAT HEAD ap -Jr HINGE DETAIL SOCL�1;k ALH6U To mrt .tMia t*ArYE LtSl70A 5 St�9LW AHD A / 7 ot EiM SCHEDUM "•d'- LAr'CN DGTAIL WHEN StDf= M ATrACHfla TO LATCH JAWS US( 8 x 1 3/4" PHUM FLAT W-40 IN S1O8 RRPLATES.-AND / 4 5CANLW wPt xt* OF% 7 ROM scHEnlxc. 5 x 1/2" �* CtW tiiE t E ILOcrurnas' - WS?nirGTid1! toa+w�.w) Thr..holQ Product Acceptan" No: DSSI-226 Size: up to 54 x 8'0 Inswing ( wood jamb) Configuration: X. MO. XO, OX TO 2'4 276 2's Y0 Single Opaque +99 -99 +89 -99 +34 -84 +78 -79 +70-70 W/Sideuwx +53.34 464,01 +-50 -60 Sr tfekCrlezed +99 -99 +89 -89 +84 44 +79 -78 70-70 W!$idcliks -53-34.64.01 -50-60 (Door does riot Brea W sire lmOW) Test 2102024,456,10;it.12 lvlfg bY:NeoYaPlasricslPlaspro Liringstoa.N107Oi9 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 Pressures Drawing # Description Door Size Pressures Drawing # Single 2'0" x 8'0" +99 -99 99-01 Single 2'0" x 8'0" +99 -99 99-04 Single 2'4" x 8'0" +89 -89 99-01 Single V4" x 8'0" +89 -89 99-04 Single 216" x 81091 +84 -84 99-01 Single 2'6" x 8'0" +94 -84 99-04 Single 21" x 8'0" +78 -78 99-01 Single 2'8" x 8'0" -M -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 6'0" 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 Certifying Florida Engineer Test Descrintiou Test Location Test Date Test Roart # and License Number ASTM E-330-90 Uniform Static National Certified Testing Lab 04/0111998 210-2024- Barry Portnoy Air Pressure Orlando Florida 4,5,6,10.11.12 P. E. No. 16258 __ AAMA 1302.5 Forced Entry National Certified Testing Lab 04/0111998 210-2024- Harry Portnoy Orlando Florida 4,5,6,10,11,12 P.E.Ho. 16259 ASTM E283-91 Air Infiltration National Certified Testing Lab 04/01/1998 210-2024- Barry Portnoy Orlando, Florida 4.5.6,}0,11,12 P. E. No. 16258 ASTM E331-96 Water National Certified Testing Lab 04/0t/1998 210-2024- Barry Portnoy Penetration Orlando Florida 4.5.6.I0.11,12 - PuE..No. 16259 Product Acceptance/Label No: DSSI-226 � 4" 12" TYP. 12" TYP 12" TYP. 12" TYP.. 12" TYP. 1Z" TYR DOOR LABEL PRODUCT ACCEPTANCE NUMBER - D8DI-228 FINAL L.1l1 CHORfNG OF A WOOD M6mF Up TO 6-D X 8'O - DOUBLE INSWING UNIT PRODUCT ACCEP7ANCF. No.: OBD1278 S., 6„ rO B O -U 0- O 51/2 O -- �° 'A'� =0 Acrrv>= INA TN O —O O �� (D — �O (Y7) ^^ �A� (D -+t 4 1/2.. t l F+= 1/2, 4 1/2L_ j 4 1/2 - SCREW SCFIF_DLXE W1 10 x 5 8" PWIUJPS FIAT HEAD 4 10 x 1 3/W' PWLLiPS FLAT HEAD S 1 10 x 2" P"LL PS FLAr NEAO 7 1 10 x 3" Pqhj_NPS FLAT HLAb 9 7/8., 5 T e 3 -Ir HTYGE DETAIL ;�4 a "I7' ASTRAGAL PLATE 1Hcwtar_ F'sHt�Ln ws �'>aK . "C LATCH DETAIL 51/2 CEW\ LM[ WViVACTURt iS #4STra XT70NS NAN YA PLASTICS CORPORATION / PLASTPRO, INC. DISTINCTION FIBERGLASS DOOR PRODUCT APPROVAL TEST RESULTS INSWING: Opaque and Glazed Max Door Size: 6'0" x ST" DESIGN PRESSURES OPAQUE GLAZED Description Door Size Pressures Drawina 9 Description Door Size Pressures Drawing # Double 4'0" x 8'0" +99 -99 99-08 Double 4'0" x 8'0" +99 -99 99-06 Double 4'8" x 8'0" +89 -89 99-08 Double 4'8" x 810" +89 -99 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 ST" +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 8'0" +70 -70 99-06 Configuration: XX TESTS Certifying Florida Engineer Test Deecrtption _ Test Location Test Date Test Report # and License Number ASTM E-330-90 Uniform Static National Certified Testing Lab 04/01/1998 210-2024- Barry Portnoy Air Pressure Orlando Florida 10,11.12 P. E. No. 16258 AAMA 1302.5 Forced Entry National Certified Testing Lab 04/01/1998 210-2024- Barry Portnoy Orlando Florida 10,11,12 P. E. 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H,€d3own H]`TAI FL19G1 Embedded Truss Aricf ar t F1TA ,f HETA20 F [ G F_rrtkdplEatTr'uS RriC'rwir f TF?� �", i c L€S210 FL474 True_:£iwi er HHE I A4J, 'L1904 Embco<Wd TFuss AnG.l�6f . } t5r {F +i:Gtn F"L 03 Nee n' Gkevx 11 h+ n�er NTSib FL d Heaw TrAiss Strap HTWIC :; Lu I4t'-20 FLan_. _ .. Heav, Trut s Suva ^ .. .. Hr1'Zit rLc?i€ HTT16... .. _ FL5i7:t"" ..:. , "... HD?Terrsinn Tie... ... ' .. ,-... . ,S.Oo.._..._. t.IJ�'i>?rtxuir.,P�Tie _ ti':"F?,„�..__._.. .F', ,.., , .z..,.., HUS26 FL i 4 Hew Jriist Her er v'$?r FL816 14.U828 FL414 i feav Jiist iaaY€er; iLG2� FLA'' Hth49G F1,474 Joisi}'`1d1`t.>;r HUS410, HUS412 F1474 Joist bander ill S412 FLK1 H 'SG41C RA74 Joist Han er HU.SC 12 FL4l`4 .. _ JoistrHangef i i�f-j6isl H- t4l8r 1'}•ic .. FLBi 5 ,LT FL474. ,-JerstHai er THE FL31; LrT< bLjht<e,ttli , iCCOmi, LU T2, L56 ; L8SU2^.�fl-2 FL474 Sio ?ai5le7Sk�w�Ysie Han er LS.SHS'E FL81 rS Lfi5'J li, F=_:47�E Stc;«'+a^kdelSke.vr. 1e H9ri er LSTA92 FL1501 S£ra''Tie. £ T,a ? Ft. {.�TA13 Fi,13C1 €rr3 . T ti L.3 A18 1819 tr2EzT LSTAa) FL81c LSTF435 F"L1G?:} 6tra,p Ve 4 STA36 FL8" 3 t.T61: 1.4.r a i w a :StT 3 t.TAM F ;.b:.'0 LTS16 FL474::. Tevi5F i 2 K$'iF =1 .. ^Lg2i1 1_TS18. FA74_ .. _ T�:istStra� LTkN-1 FL82n LTS2t? FL47 tffs£$fr%> LTW20 FL820 L)) i S FL474 ) 5ri".tot L7T20E fL9r`4 ...... _.. t erlsion ., �e n. r .,..� LOS26 F14 4 J>ist Hanc7er Jt S�^ > €, '1 LLIS:4i ; F447<t .: .. Joist Harmer JQ$41,4 FL82' ,1_SHA1 56J;188 FL 5� Ittaso Hcar1r er t {F 135)(11.78Lt" 416 A22 .. .:FTStS:::.....:. Eri£ir#,�dT'ru,anc,`SnF'.. '.. ,.. ,-(`fA?4::}g .. -1.d5£� iitir°c€iu,tt M rqe=.i'T1c:1'?o�Jtt`.: __ tt If9 : 1-'L19ii1 Gfra T KST259, La 2 FL15fl1 ...... Stfa .Te ..... ... .. .... ... 1 \ 'T:_�n. = P x2 L, �S A�fi3f ' FL,15r .i _ � Stra rr.. or C4asrsnn �TS�2 L4i4 seSYStra' ETTt11G' L %1T�1i.. F[_4'4 Tt>•ist:*ttao s,tr�,;1>~. da" r) FL474 Tvt€st tray MTW16 LP2U 1 i S20 F1, 4 T> ist 5trap F l 'i i ^)T�30 FL474 . -. i JISt:("'�1411 _ i✓L.aGa. Terrsion ie t,,-€ �Jt3 22 , L..:.:. P>a 1 M474 Foundatie Stray F L81,3 s"41F4x2Tt- FL i fi 66 CFi;e�;r ei ti`S 1i4r.4 tf2 FL14W StTong0rNe Screw SL?S1/4a6 FL14 3: Yn,,act�RV ScrCv St"UR.T� F4 F Lai i10T FL474 Cfud rla Tir `,a 4: FL317 Spit FL474._. tit£'flat Ttr 3PT4 : 0, Q 1 i.€'ja: )^'L:1.$ Mo ,,, iUrf?4 iiXi9`r $et Paa FL4U 3 h HD Titers: ' 6C i,Z T n Anchor . _ram .ff31 3:R. sib tcz WT ,9E2 �'18 PIAfE{.' �':,• - .. tixrr2tli.Miid RYk.3.,rilQPt tT'Y0 z4zasr ar, .€. N.w. DATE, 5--15--02 p A-1 ,51 SCALE: F#,'C.S. mow l t �itYli2 IiLTZI,TiG BUILDING C01W CONIPLMNCF OFF)CP+' (11C O) 1401 W-EST. FL i>GL 3# ST ET SUMP 160-1 PRODUCT CONTROL DIVISION NTIA9[ £i.f)�33130-1563 (3:I5} 3i5 2901 PA (305) 3'75-9908 NOTICE OF ACCEPTANCE. (IY€3A) Air Vent, Inn. 3000 West Commerce.Street Dallasi TX 75212 s o b.'".: f 'l"lals �,(JA is being issktocl under the alrpiicalilemiles and regulations governing,the use of canmtautiazi taaateria;ls: , Tile docurrieri2atian submitted has beenreviewed by the I3CCCl and. accepted by theBuilding Cc�du,and Product: Review ConaLxittee to be used in Miami: Dade County and other areas where allowed by the A>.TthofitY Having ' Jurisdiction (ATM, This NOA slxall not be valid after the expiration date stated below. The BCC0 (Jn: nitami Dade County) and/or the AHJ (in areas oilier than Miami .Dade County) reserve the .right to have this prodwt or M4eriat te'?ted for quality assarance ores. If tiai.s roduct or materia 1. f its to eiform in rite acce tod manner thtx .txttinufae:turer cl Y puTF' � � ;� p E? , wilt incur the expense of such testing and the .A:HJ Inay' imbaediately revoke ,rood fy, or, sue net. tale rase of such product or material: within their jurisdiction. BCCt� reserves the Ii�.�,ht. to rep eke this acce : ianee:: if it. is P p , deterntined by BCCO that, this product or material. fails to meet the. requirements of tht, applicabte btiildilag t ode.. This' product is.a roved os described herein aloes. has be", designed to comply with the FloridaBuilding Cade: � Ply > � �? � � . � includin the High Velocity Hurricane zone: DESCRIPTION: Air Vents Venturi Plus .. -r` Each ABFI.I C'. rani shall bear a •"n ' � tl .. ' , . � . , . LABELING. t h permanent. Ial3et �vitla the ztaanttta+.t :rer s zxa�e or logo, a.it >#ate aria p g , �+, following statement. "N am Dade County Product Control Apptome> unless otlwase axcat herein RENEWAL of this NOA shall be considered after a. renewal application has been_filed and there has been no i 1, the building change n c applicable tldrn. code negativelyaffecting the performance. c.lf.this product change I�RMII�IA'I'IU of this NOA will occur after the expiration date or if there has beets a revaso?a ar chart e lri tl€e f` i:5. inatenals: use, and/or manufacture of the product or process, Misuse of this NOA asan n end.orsemeat of an , p p _ _y product, for salts, advertising. or any other purposes shalt automatically terminate this NOA, Failure':to Comply Z wit]) any section of this NOA stiitll. be cause for ierlaailaatiarl and removal of E`�l�OA. ADVERTISEMENT.- The I\tU>A nulxiIier. preceded �y the wordsMiami-Dade County, Florida, and followed 13y. the expiration date may be displayed in advertising literature.. If an: portion of ibe NOA is displayed, then it shall' 13 y displayed L, y 1� be dime in its critirety. INSPECTION, A co of this entire Yf?:A shall be provided to the Miser by tfie lnatifaeturei £ir its distributors pY` P and shall be available for inspection at the job site at the request ot. the Building Official. This NOA revises NOA # 01-09I0. 4 and consists of pages 1 through ,, The submitted decu)nentat:ion was reviewed by Frank Zulo4ga, RRC. RC)Cikj* ASSEMBLY APPROVAL Roofing Sub-.0 t Roof '�tilater s Mat Ise Plastic 1VIalimlutiir I3esi:gn fissure NYA. Fire Css ticiat%a>n: frfA xAl)r iAl �l FRnIaI CTMANI ACT I LABELED Y A I'LICAJNT ' Test Product 1 s ` �G.i%"2 &t"(}iI . it 1 rc�cluef 7�ic►"taet;tslitsi>< . _, sue, ,� x i�c,scrr�tao Venturivwlt InUSTM See detail ch-awing TAS 100, Copc?ls er plastic, later profile tactic ridge Ridge Vera herein vent a itla an intel7g al end phig for ins talatiot#rn shingle, roof systems, EVIDENCE, SUBMIrl rED: Te 1 A encIlA clenttrltcr Re art y Center for.Applied Engineering, .Inc. TAS ](}Q irid'Driven Rain. APPROVED D $ f uC A 1 IONS Slot: Cut..a Inin mun .11W' slot along.the a ex of the roof b cutting �4" on each side. of l) y the ridge. The, terwmaie :approximatelG" frcrm the .rake edge, f vent, 'a�n' c ritered ver`the void a . Ii�talNataon. Place ridgectx , e .. .. o d.. t tine end of the ridge and insert .. r l S.t r '� € " lz �ls through end plugs. .fasten w h cx # to al li nail hales :: � g � I.. ,: n V;ulit. I-laatt the se and s a' a a� n to ro' f. C .. t°. th �Il.st 1. rsd o (a _ section to c t n aye this. oces t.... to pr s f�-an: end to, eiTd; a nfa to .cI or tI>vld,:e .ri � sl ' v Ridge e: Ins#a7I ra in C a'e ut ci ease 1e;7 c� er the ridge vent i � Shia p ra g g h g tit .n compliance with the: shingle manufacturers Product Control Approval and the instaIlation, . us_ing .114 `Ang. shank galvanized na ,ls. , Net Free Areat: Refer to manufaclurers publlshod;literature Minimum 2,12 Slope. N1 0 a (?3�€I93t1.It3 l�l'OA No.-. 03-f1��#1.1:4 l iiratlon IJ to 04105106K Expiration Bate: 04105106 Approval 'Date. 01129/04 Approval Date.- 01129104 page i or. I, Page 2 of 3 NAILS PATTERN, 1� : I Sof fft - . to' C.G, {r, the pirectlon of SoPftt Length talUseAau#s€Ix€um i u7ei A iteg Pitts Cc�. 4,to rs 1. 12•� t1.C,, in the Dir^er-tion 0f Soffit Wlcdh. I6'.toofit - lta` D, C. 1n the Direction o�. SofPYt Length S�t€z�1 i#avnfriT�si�tg�`xrrntXeur��siOa40:12"IDz�': t OC, 1r1 tlt iDtrec�lGrt of Soffit W1d`th *) Design Pressure Rotin9 S3 ilk eiicl-d "i All "SPUMg�AODC NAILS, A-JDINT AREA Ja* DIA. SHANK DIA, H'% 1j" L13NG Seeaot65%rF/PCh8awlApplicdi=S, VXV P,T, SOUTHERN PINE CONST. GRADE:(�)Sr cidoiitu� afe�s F �BATTEN, MINIMUM 8*X2' CONSTRUCTION GRADE. 13"8-omLlt1'C3� utila�I�t%gt�t+��Ei�iiLepgtti MIXED S4t1THERN PINC OR EQUIV, s,OCin theD;€Wfloa.Gfsoffifwr, t WOOD BATTEN VIRIPS le soffit- I W €1. a W lho: tifteso t'xtum a • r-+' .ice $e, 0-C, in the D6.0 ttllt:o7�(ft wtlCftfi ix} { BATTEN NAILER {NOTE 4} U.4 NN i j FRONT VIEW' OF SAVE WTT'H1 iUT FAWA 12M 80h(f soffit GLAT€C3N ti" vented sli t A R 16" SOiiii stout. } - ...Of SAVE�- AtrtJNr%NUI4 SC3FFIT PAh+Tet, I TYP NAILING t41t*Tarxe�lircdifo h�at�ial2 rota jtousztsngai2".tx2}7 PATTERN di' &the v,ii%iilaitt£tumins�Q,u,t0 xox}fir s ifl`Xi ' TI2` SiIFFIf) atailar{I,a,form£v"iz4 C tsvittYe900Ca} i433 it}" 1WX16'' <16" SUFFIT) 24° t Pacaa j � �``�., t3)itmcctJ3aftszWaft rtirsscirruF4jwmd.ApVU-ttauv..Snat):s t3(?F FtttP4i(I j L.� ( T-1�ii Ifr(3.€ (i t'oiata�i-�#iv ) 4r 12 u gft rue Mtevo awinend8"3ihswdr"y.tovaustag " NAIL,CORROSION iiEt kE S4AAQ1RtL zsa 1. l- long 12� L 3. {Plays x�cll t) *M*mia): SAT2' 1a'i.Ait. €r(No'M4). SIDS VIeW aF F.-AVE 1 i FASCI ROOF, � 4 �QY�1213� � � �qtL cpt c sit ri l 1 �I NNEL RESISTANT NA& �� N NN 1 F' ([�FoT�:B) ■ T9PA, FL ,PART: _ Afsre s INSTALLATO" 0 t,,satns: J.N,L, DATA, BWa�_02 SCALE; N:?.S. LIMITATIONS: L Refer toi applicable building codes for requrred`�c nt la:tiirati, 2 VenturiVent P1 T'll Ridge .Vent shall :uo*t be installed oft ropl' mean::heights greater thin 33 :sect: 3; All products listed herein shalt.itave ar quiiiity assura c.e audit in acc.ordanc:e;Nvith the Florida Building Code and R lG 0-72 of the lorlAdtntnistrative Code.. VENTUMNEMl END OF THIS ACCEPTANCE NOA No. 0349:3oao Expiration Dane 04105106 Approval Bate.'OIJ29/04 Page 3 of 3 W z LLB QO ® ® LL LJJ —¢—yy e% O' Cn U_ � � LL �p2z XH=O O:u U �X�z a� LL W ¢ Z tY o 0 0 cf)z =) W W �¢w¢ W V )2=z c �s z_ LL o ¢ O O O I- 0Cf)= -U LL w U a W2woa. 0 Ff-�¢ ¢JZm_i 0 J � _J a ¢ cn o ¢ (n J ¢o�¢p ++ z o ��/ v Y to €WL_ ® 6/i O W_li IL i. 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F yJ 'S. <w y \ \ $£tnZ L f C kE a0\. _ h! ❑ y\fi \\\;G j / , 9 �� '�< V ,A` • f \ .Cif+' i , \\ o\- ai Z ® fa A r L ® N 1 �J� N N \ ., W ❑ TT s a W U' J >aia> a4_ ) 0y ry� W Yam» i. �\ ", �• L ' \\i _ Q \ ¢ a �, J L'7 �� 2 En Q W \: QL W a r \> : r r £Z> Q \ Y E ?.' dD {�,) ❑ w i -\ s k, Ygt 0 ei , N tr Z W o ~ yaam W U)0M C 2 W m 0 F- z 0 Z (.j R 0 H J a N = G -ejjF�J �' C W C ='. <0 LA Q W O G d W =>p-V)io x < m- v 2 LLJ o U �- LL z Q Z Q z w^ - VJ ozo O Q z Z Z O O W = � � 0 � wEU- Q (� m � z � O: U r O a �' � � O 0- z�, W J W 0-zo U (n z = N 2 Z) O U W S-12 _ U) D cm 0 0 LAST PLOT DATE N January 19, 2005 0 W 2 Q z z Q J a - SHEET N0. 1�4AJL 4�114MA"UtWOMMS mm"Im�HIMAIRAU SINGLE HUNG -MASONRY (FLANGE) ONE BY WOOD © CONCRETE OR CAULK BETWEEN IMPORTANT INFORMATION & GENERAL NOTES BUCK BY OTHERS MASONRY OPENING WOOD BUCK & ;#i 6 & 7) BY OTHERS MAS'Y, OPENING These notes are provided to ensure ;proper installation of Florida Extruders Milestone CAWEEN BY OTHERS products and must be followed fully: WINDOW B.W. ANGE (BUCK WIDTH) EMBEDMENT MIN. GENERAL INSTALLATION INSTRUCTIONS BUCK ��EMBEDMENTN 1-1/4' MIN. ONE BY WOOD INSTALLATIONANCHOR D- c A EMBEDMENT ©BUCK HY OTHERS 3116° DIA. TAPPER 1) SHIM AS REq'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. (NOTE 6 & 7) (NOTE I2) ALLOWABLE SHIM STACK TO BE 1/4". INST- ALLATION ANCHOR SHIM AS REQ'D. 2) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS, 3/16' IIIA, TAPPER (NOTE 12) 1/4' MAX, SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR CO RIGID VINYL (SEE NOTES) C. APPROVED ERS SHIM AS REQ'D. GLAZING BEAD QUAL, APPLICATION OF VULKEM 116 ADHESIVE CAULK OR APPROVED ETER 1/4' MAX. (TYR) _� EQUAL AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S AULK (SEE NOTES) RECOMMENDATIONS. ERS 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF FLANGE TYPE GLASS p ©WINDOW FLANGE AND TO SEAL HEADS OF INSTALLATION FASTENERS. WIN➢OW FRAME (TYP.XSEE NOTES) 4) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO VINYL HEADER --�, APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 SERIES SINGLE HUNGS. BEAD FLANGE TYPE 5) WINDOW FRAME MATERIAL:ALUMINUM ALLOY 6063. WH.(TYP,) GLASS WINDOW FRAME (WINDOW <TYP,) (SEE NOTES) JAMB CAULK BETWEEN / ANCHOR INSTALLATION WINDOW FLANGE J INSTRUCTIONS HEIGHT) B•H. & WOOD BUCK PERIMETER (BUCK CAULK GENERAL, CAULK BETWEEN WINDOW HEIGHT) W.W. BY OTHERS FLANGE & PRECAST SILL W/ VULKEM O 116 ADHESIVE (WINDOW WIDTH) 6) NAIL ATTACHMENT OF NON-STRUCTURAL ONE BY BUCK IS 4" FROM EACH CORNER CAULK, OR APRV'D. EQL. STUCCO BY OTHERS CAULK BETWEEN AND 8" ON CENTER. USE A HARDENED "T-NAIL" WITH A 0.097" DIAMETER AND 1 3/8" FLANGE TYPE CONCRETE OR SECTION B-B WOOD OPENING BUCK & ALENGTH (5/8"EMBEDMENT),A HARDENED "MASONRY NAIL"WITHA0.148"DIAMETER PERI METER MASONRY P CAULK /" SILK OW FRAME gY OTHERS ENING BY OTHERS AND 1 2/2" LENGTH (3/4" EMBEDMENT) OR EQUIVALENT. FOR ALTERNATE SECTION BY OTHERS / A-A/B-B, USE A 0.113" DIAMETER COMMON WIRE NAIL WITH A 3/4" EMBEDMENT OR CONCRETE OR .° ' MASONRY OPENING EQUIVALENT FOR NAILING NON-STRUCTURAL ONE BY BUCK INTO A TWO BY Y STRUCTURAL B OTHERS U BUCK. v. E S C pR. 7 APPLIE S O T ALL R NON-STRUCTURAL BUCKS LESS 2" THICKNESS, RA CK5 L THAN 1 1 THIC EIS. NOT _ J 1-3/8' © INTENDED TO LIMIT TO NOMINAL ONE BY WOOD BUCK ONLY, BUCKS GREATER THAN PRECAST SILL ----- a MIN. EMB, )'; 2X4, 2X6, 2x0 WOOD BUCK 1" NOMIMAL (3/4" THICK) AND LESS THAN 2" NOMINAL (1 1/2" THICK) WILL REQUIRE BY OTHERS q - BY OTHERS (SEE NOTE 16 & 23)© NAIL LENGTH SUFFICIENT TO MEET EMBEDMENT REQUIREMENTS OF NOTE 6, SECTION A -A ONE BY WOOD BUCK BY OTHERS A 8) ALL 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 W.W. ENVIRONMENT AND/OR FRAMING MATERIAL, WHERE ANCHORS ARE USED IN INSTALLATION ANCHOR PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE VIEWED FROM #10 WOOD SCREW (NOTE 16 and 16A) A CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE A B C PRESSURE -PRESERVATIVE EXT E R (0 R 9) ALL FIELD SUPPLIED HOLES IN THE FRAMEPROCESS (F REQUIRED) WILL BE 3/16" IN ri E SECTION A —A (ALTERNATE) DIAMETER. ® For installation with t W 0 by 10) WOOD SCREWS SHALL MEET ANSI B18.6.1 DIMENSIONAL REQUIREMENTS, With or W/o one by Wood bucks 11) IF WOOP TENDS TO SPLIT, PRE -BORE HOLES AS FOLLOWS) #8WOODSCREW- B K B 118" DIA. PILOT HOLE & #10 WOOD SCREW - 9/64" DIA, PILOT HOLE (NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION). W,H, F G w in) .ff., ��e"aLr [SEE SHEEP 2 FOR CONTINUATION OF NOTES] `" °\� x. `�� 4Nk, REV DESCRIPTION DATE INI INTERNATIONAL, INC, y= x ti REVISED NOTES 3, 6. ,. FLORIDA EXTRUDERS 2540 JEWETT LANE oo iA i� '�� C 8, 16, IBA & 22. ADDED 12/19/03 RJA CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA /LH 1 ` `gf`t�,T ): 'tee I t NOTE 23. REVISED I �0 i a `,K.�'1}cc A`F' .,. L s AND/OR ADDED RELATED TITS& ZNSTALLATTON DETAIL uY� �'T Y'k ILL STRATIONS FOR NOTE EFERENCE$ AND SGL. HUNG FLANGE WINDOWS -SERIES IDOL 1500 & 2000 A E � - I 0 N Ir � !Nl a�� aA? . REvsloNs. DRAWN BY: BB APPROVED BY:RJA DATE:12/19/03 1 SCALE: NTS DWG.:FLEX0016, SHT 1 OF 2 SINGLE HUNG -FRAME (FIN) -.- 1' MIN. EMBEDMENT WINDOW WIDTH SIMPORTANT INFORMATION & GENERAL NOTES (Wool) SCREW) SHIM SPACE PA CAULK BETWEEN SHEATHING TWO BY WOOD SHIM AS REQ'D. '- SHEATHING BY OTHERS TWO BY WOOD These notes are provided to ensure proper installation of Florida ExWdersMilestone WINDOW FIN & OTHERS (SEE NOTES) BY OTHERS products and must be followed fully. INSTALLATION ANCHOR T SHIM AS REQ'D. GENERAL INSTALLATION INSTRUCTIONS #8 WOOD SCREW SHOWN (SEE NOTES> t• MIN. 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. STUCCO (WOOD SCREW) EMBEDMENT MAX. ALLOWABLE SHIM STACK TO BE 1(4", APPLY A BEAD OF VULKEM 126 BY OTHERS ADHESIVE CAULK OR APPROVED EQUAL AT THE FASTENER LOCATION PRIOR 70 GLAZING (TYP,> 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 i/4' MAX. SHEATHING FRAME ARE REQUIRED. CAULK 1,\ SHIM SPACE BY OTHERS 2) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD, SILL & BY OTHERS JAMBS. CAULK BETWEEN FIN TYPE FIN TYPE WINDOW FIN 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME WINDOW FRAME & SHEATHING WINDOW FRAME. HEADER JAMB PERIMETER INSTALLATION ANCHOR 4) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO GLAZING C7YPJ (SEE NOTES) CAULK 48 WOOD SCREW SHOWN APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 SERIES SINGLE HUNGS. BY OTHERS STUCCO BY OTHERS 5) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. . SECTION B- B WINDOW ANCHOR INSTALLATION INSTRUCTIONS WIDTH GENERAL; A C 6) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT WINDOW / MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND OR FRAMING MATERIAL. WHERE ANCHORS ARE USED I / 1 N HEIGHT B i-7 �_ PRESSURE -PRE SERVATIVE TREATED WOOD THE WOOD SUPPLIER SHALL BE ANCHOR CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE SPACING EQUALLY SPACE PRESSURE-PRESERVATIVETREATMENIT PROCESS USED. GLAZING (TYR) CSEE BELOW) ANCHORS (TYP,) 7) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE: (SEE NOTES) _�., © ba) 3116" IN DIAMETER FOR #8 WOOD SCREWS AND WINDOW 7— ) THE SHANK DIAMETER OF THE NAIL ROUNDED UP TO THE NEXT STANDARD NEIGH / DESIGNATION DRILL BIT SIZE. 8) WOOD SCREWS SHALL MEET ANSI B18.6.1 DIMENSIONAL REQUIREMENTS. 9) NAILS SHALL MEET ASTM F 1667, "STANDARD SPECIFICATION FOR DRIVEN jjj -gr- FASTENERS: NAILS, SPIKES, AND STAPLES." FIN TYPE ANCHOR 6' MAX. -1 10) IF WOOD TENDS TO SPLIT, PRE -BORE HOLE AS FOLLOWS (PER NATIONAL WIN➢OW FRAME SPACING (TYPJ DESIGN SPECIFICATION FOR WOOD CONSTRUCTION REQUIREMENTS): SILL a) #8 WOOD SCREWS - 118" DIA, PILOT HOLE. (SEE BELOW) 6' MAX, CTYPJ b) 0.113" DIA. NAILS- #44 DRILL SIZE PILOT HOLE. CAULK STOOL PERIMETER MARBLE SILL ELEVATION c) OTHER NAIL DIAMETER PILOT HOLES NOT EXCEEDING 75%OF THE NAIL'S DIAMETER AS REQUIRED. BY OTHERS BY OTHERS VIEWED FROM EXTERIOR 11) WOOD SCREW AND NAIL WITHDRAWAL VALUES USED TO GENERATE HEAD, SILL &JAMB ANCHOR SPACING (TO 70 PSF D P) FASTENING REQUIREMENTS ARE BASED ON SOUTHERN PINE WITH A SPECIFIC WOOD SCREW, 24' O.C. MAX. (TYP.) GRAVITY OF0.55. TWO BY WOOD -_ ____ 12) WOOD SCREWS AND NAILS SHALL NOT BE MIXED TO FASTEN THE SAME INSTALLATION ANCHOR BY OTHERS NAIL, 7' D.C.MAX. FOR JAMBS AND ASSEMBLY. . #6 WDDD SCREW SHQblN :'• " 13) WOOD SCREWS AND NAILS SHALL NOT BE USED TO FASTEN ASSEMBLY INTO 10 D,C, MAX. FOR HEAD &SILL `" _ : THE END GRAIN OF WOOD. L . , ` - . "". , .:,.. -. BY OTHERSTUCCS I Gin 4y' [SEE SHEET 2 FOR CONTINUATION OF NOTES] a ''W1 , . , REV DESCRIPTION RATE INI INTERNATIONAL, INC. CAULK BETWEEN ,A o ,. A; FLORIDA WI NDOW N RID A EXTR UDERS NDOW F SHEA ���11111032540 EWETT INC' IN EATHI J E H NG \ a B A RJ A ADD REQUIREMENT 11 O o "'CE RIIFlCA F &TE O U 0 SHEATHING ATM RIZATIO D. 8 3 EA .r.L'• � . � •N N 2 5 THING BY e DTH S ER SANE RD FLORIDA i us E ADHESIVE C 0 E/ CAULK 1'MIN. �4 w ". a:. ^2�.; 'st.::r° > :': . /.. .:. > >� AT H . o .. SHIM LOC ATION. CAS 0 I N. TI TIE: INS TAL LAT ❑ D I N DETAIL W/#6 SCREWS DR NAILS EM BEDMENT ENT A L RR h ... o . )sN:.. SECTION A —A REVISED NOTE S. (WOOD SCREW) �a 4L�v�\ yr C REVISED NOTE 7 AND I2710!03 RJA SINGLE HUNG FIN WINDOW -SERIES 1000, 1500, & 2000 I � fit^. TITLE TO REFLECT NAIL DRAWN BY. BD -.A� . ALTERNATE APPROVED BY: RJA DATE:12/10/03 1 SCALE: N. T. S. DWG.:FLEXOO26 SHT 1 OF 2 CONCRETE OR CAULK BETWEEN WOOD INSTALLATION ANCHOR IMPORTANT INFORMATION & GENERAL NOTES ANCHOR INSTALLATION INSTRUCTIONS (CONT) AMASONRY OPENING BUCK & MAS'Y. OPENING 3/16' DIA. TAPPER These notes are provided to ensure proper installation of Florida Extruders Milestone BY OTHERS BY OTHERS (NOTE 12) GENERAL CONT): ONE BY WOOD I products and must be followed fully, C BUCK BY OTHER . S (NOTE 6 & 7) - p i l 1-1/4' MIN. GENERAL INSTALLATION INSTRUCTIONS CAULK BETWEEN EMBEDMENT 7) APPLIES TO ALL NON-STRUCTURAL BUCKS LESS THAN 1 1/2" THICKNESS. NOT WINDOW FLANGE Q 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 GRFATER & WOOD BUCK ALLOWABLE SHIM STACK TO BE i/4". A THAN 1" NOMINAL (3/4" THICK) AND LESS THAN 2" NOMINAL (1 1/2" THICK) WILL f REQUIRE NAIL LENGTH SUFFICIENT TO MEET EMBEDMENT REQUIREMENTS OF 2) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL 1/4' SHIM NOTE 6. SPACE MAX. MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR 8) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT APPROVED EQUAL. APPLICATION OF VULKEM 116 ADHESIVE CAULK AT FRAME SILL MUST MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR COMPLYWITH SEALANT MANUFACTURER'S RECOMMENDATIONS. DATIONS. THE ENVIRONMENT AND/OR FRAMING MATERIAL. WHERE ANCHORS ARE USED IN 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE STUCCO A WINDOW FLANGE AND TO SEAL HEADS OF INSTALLA71ON FASTENERS. CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE BY OTHERS 4)FLORIDA EXTRUDERS 10110 SERIES HORIZONTAL SLIDER IS SHOWN. PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. 5) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 9) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE 3/16" IN PERIMETER SHIM AS REQ'D. DIAMETER. CAULK (SEE NOTES) B H ANCHOR INSTALLATION INSTRUCTIONS 10) WOOD SCREWS SHALL MEET ANSI 618.6.1 DIMENSIONAL REQUIREMENTS. BY OTHERS (BUCK 11) IF WOOD TENDS TO SPLIT, PRE -BORE HOLES AS FOLLOWS: #8 WOOD W.H. HEIGHT) GENERAL:- SCREW - 1/8" DIA, PILOT HOLE & #10 WOOD SCREW - 9/64" DIA. PILOT HOLE (WINDOW FLANGE TYPE 6) NAIL ATTACHMENT OF NON-STRUCTURAL ONE BY BUCK IS 4" FROM EACH CORNER AND (NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION). HEIGHT) C 8" ON CENTER. USE A HARDENED "T-NAIL" WITH A 0.097" DL41ETER AND 1 3/8" LENGTH WINDOW FRAME (5/8" EMBEDMENT), A HARDENED "MASONRY NAIL" WITH A 0.148" DIAMETER AND 1. %z3" GLASS (TYP.) HEADER 3/16- DIA. TAPPER CONCRETE SCREW WITH NON-STRUCTURAL ONE BY LENGTH (3/4' EMBEDMENT) ORE EQUIVALENT. (SEE NOTES) (/ NT) QU WOOD BUCK): ONE BY WOOD BUCK CONCRETE OR 12) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A C OTHERS (NOTE 6 & 7)) MASONRY OPENING S.W. BY OTHERS NON-STRUCTURAL ONE BY WOOD BUCK (NOTE 7), USE A 3/16" DIA. TAPPER (BUCK WIDTH) 1-1/4' MIN. CONCRETE SCREW OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4" RIGID VINYL 1/4' SHIM -1 EMBEDMENT INTO MASONRY OR CONCRETE, SPACE MAX. GLAZING BEAD LOCATION CHART. L ER 3 EE SHEET 2:FOR TAPPER INSTALLATION ANCHOR TI ETT FLANGE TYPEI S PERIMETER (TYP.) WINDOW FRAME SHIM AS REQ`D. DESIGNATIONS ON THE TAPPER LOCATION CHART INDICATE WHERE TAPPER CAULK *,FLAN,G,EE JAMB (SEE NOTES) C> BY OTHERSCONCRETE SCREWS ARE TO BE INSTALLED WHEN USING THE EXTERIOR ME INSTALLATION ANCHOR ELEVATION ASA KEY. 3/16' DIA. TAPPER -���— 14)TAPPER (RAWL)CONCRETE $CREW MANUFACTURED BY POWERS FASTENING, (NOTE 12) — G INC. MLL BE USED, TAPCON (by ELCO TEXTRON INC,) OR TITEN (by SIMPSON RIGID VINYL STRONG -TIE) CAN BE SUBSTITUTED WITH THE FOLLOWING LIMITATIONS FOR GLAZING BEAD THE HORIZONTAL SLIDING WINDOW SIZE D24, D245, D25 AND D26: GLASS (TYP.) a) INSTALL TWO ADDITIONAL FASTENERS IN HEAD OVER CHART (SEE NOTES) REQUIREMENTS AT LOCATIONS A AND D. CAULK BETWEEN 4 'O 15) ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES NOT WINDOW FLANGE USED FOR TAPPER CONCRETE SCREW INSTALLATION SHOULD BE FILLED WITH #8 a IN. BIN. EMBEDMENT INTO & PRECAST SILL WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE M 5( W/VULKEM 116 WOOD BUCK. ADHESIVE CAULK PRECAST SILL SECTION A -A CAULK BETWEEN OR APPROVED EQL. BY OTHERS WINDOW FLANGED BUCK v #SO WOOD SCREW (WITH STRUCTURAL TWO BY WOOD BUCK): W.W. PERIMETER 16) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTURAL A ` CAULK STUCCO 0 BY WOOD BUCK USE #10 WOOD SCREWS ANSI B18.6.1 OF SUFFICIENT TWO 0 ( ) Y T BY OTHERS B OTHERS R THE TWO BY WOOD SUCK. LENGTH TO AC IEVE I- B" MIN. EMBEDMENT INTO C FA LENG H 3 B C D I J.W. APPLIED INSTALLED AT FACTORY AP UE 1 10 WOOD SCREWS SHALL 8E FN D A 7 # STUCCO BETWEEN ) — E F (WINDOW WIDTH) WOOD BUCK & INSTALLATION FASTENER HOLE LOCATIONS. / . - - .' . - SECTION MAS'Y, OPENING 18) WOOD SCREWS SHALL NOT BE USED TO FASTEN ASSEMBLY INTO THE END W.H. " ) ;II B_B BY OTHERS GRAIN OF WOOD.(SEESHEET2FORCONTINUATIONOFNO7ES] 0 G H ° p 'IQ , q 1 ��ek "v REV DESCRIPTION DATE INI INTERNATIONAL, INC. Pi,O ( FLORIDA EXTRUDERS ?540 JEWETT LANE ED TYPO NOTE B B p w ,'r� a �` i` ,!V , ,i„.-.-�' B 40&R18 AND CHANCED 30/16/03 RJA CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA z ,,rI • ) !-'c^ ' "' LOCATION ON ANCHORS i t`� ° d-<x7,3 a:- oN 2 20 AND TITLE: INSTALLATION DETAILW/ TAPPERS R me"• HORZ. SLIDING FLANGE WINDOW - SERIES 1000 w LYI' !>JL C REVISED NOTE 3, 6, 7 12/19/03 RJA DRAWN BY: BB APPROVED BY: RJA ELEVATION & � < Y AND 8. AOOEO NOTE 23, A - (7:�d • $, . ADDED NOTE 6 & 7 TO VIEWED FROM EXTERIOR ()ME BY BUCK CALL -OUT. DATE:12/19/03 SCALE: NTS DWG.: FLEX0020 SHEET 1 OF 2 HORIZONTAL SLIDER - FRAME (FIN) �3 SHEATHING TWO BY WOOD CAULK BETWEEN zw� BY OTHERS 1/4' MAX. WINDOW FIN & BY OTHERS i cQ —WINDOW WIDTH SHIM SPACE CAULK BETWEEN SHEATHING WINDOW FIN . A ~w3 Z11LINDO1 WIDTH BTWO Y OBY WOODINSTALLATION ANCHOR&SHEATHING #8 WOOD SCREW SHOWNSTUCCD OR L33oSHIM AS REWD.SIRING BY 1/4' MAX. _(,.1(SEE NOTES) PiOTHERS t(- SHIM SPACE as V \ . w PERIMETER CAULK I BY OTHERS r GLAZING (TYP.) -\ (SEE NOTES) SHIM AS REO'D. WINDOW (SEE NOTES> HEIGHT FIN TYPE L � WINDOW FRAME HEADER EQUALLY - I V IN. EMBEDMENT (WGDD SCREW) L SPACE ANCHORS1. (TYP.) ' —L l I ..'' . ''? .r . ANunun n o- MAX,-' SPACING (TYP.) (SEE BELOW) GLAZING (TYPJ 6' MAX. (TYP.) PERIMETER (SEE NOTES) CAULK //S, EATHING ELEVATION BY OTHERS BY OTHERS WINDOW VIEWED FROM EXTERIOR FIN TYPE WINDOW STUCCO OR HEIGHT HEAD SILL & JAMB ANCHOR PS ACING FRAME JAMB SIDING BY INSTALLATION ANCHOR OTHERS [ #8 WOOD SCREW SHOWN WOOD SCREW, 24' D,C, MAX. - TO 70 PSF D.P. SECTION B—B NAILI 7' O.C.P, MAX, - 46 PSF T❑ 70 PSF D, NAIL 10' O.C. MAX. - TO 45 PSF D.P. FIN TYPE WINDOW FRAME IMPORTANT INFORMATION & GENERAL NOTES XXSILL These notes are provided to ensure proper installation Of Florida EXtruders Milestone products and must be followed fully. MARBLE SILL GENERAL INSTALLATION INSTRUCTIONS -7 �, � STOOL BY OTHERS PERIMETER 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM CAULK STACK TO BE 1/4". APPLY A BEAD OF VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL AT THE BY OTHERS 1/4' SHIM FASTENER LOCATION PRIOR TO INSERTING THE SHIM TO ADHERE THE SHIM TO THE SUBSTRATE ,I' r SPACE MAX. AND/OR WINDOW FRAME. FULL BEARING BETWEEN THE SHIM, SUBSTRATE AND WINDOW FRAME ARE ELT REQUIRED. INSTALLATION AN t 2) USE SIUCONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD, SILL & JAMBS, 3 U EXTERIOR O WINDOW FRAME, USE SILICONIZED ACRYLIC L AROUND D EXT RI R F #s WOOD SCREW SHOWN R ) C YLIC CAULK FOR PERIMETER SEA RO N SHIM AS EO D STUCCO DR - (SEE NOTES) 4) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. SIDING BY .. . OTHERS [SEE SHEET 2 FOR CONTINUATION OF NOTES] A' 3 l{ \ N _ w w a,`V `> L 1` CAULK BETWEEN � w m x,Y o u e INTERNATIONAL INC z a � � REV DESCRIPTION DATE WINDOW FIN _I £ (4 rJ IN' FLORIDA EXTRUDERS 2540 JEWETT 'LANE & SHEATHING SHEATHING wq -o ( M 'i _ REVISED NOTE 1 TO z * w �' 10/I/03 Y OTH t B ERS a B o t RJA F AUTHORIZATION N. 2 5 >n CERTIFICATE 0 AUTHOR77A 0 9 3 0 FLORIDA \ ��I SANE RD �aTWO BY WOOD ow e , .t;..---- ADD REQUIREMENT TO 3 BY OTHERS � z I(^-') a t ']-'""' "� ' USE ADHESIVE CAULK �_ I �t :��i y 63 AT SHIM LocgnoN. TITLE: INSTALLATION DETAIL 4!/#8 SCREWS OR NAILS SECTION A -A �1 .'aftfor 1.< - C REVISED NOTE 5. 12/10/03 RJA HORZ, SLIDING FIN WINDOW SERIES 1000 4 a REVISED NOTE 6 AND a¢ �'b2e,0,-,1\ Mi.�t, TITLE TO REFLECT NAIL DRAWN BY:BB APPROVED BY: RJA ALTERNATE DATE: 12/10/03 SCALE: N, T, S, DWG.: FLEX002B SHEET I OF 2 3000 S.N. 1 X 2 X 1/6 1000 S.H. I X 2 X 3/6 JAMB <TYP,) TUBE MULLIDN JAMB (TYP.) TUBE MULLION TYPICAL VERTICAL TO HORIZONTAL MULLION TO MULLION Dom_ #8 X 1/2 SELF #e X 1/2 SELF OR 2X MULL TAPPING SMS TAPPING SMS. 2 X 4 X 3/8 TUBE MULLION INSTALLATION SCREW INTERNAL CLIP 1000 S.H. SEALANT BETWEEN SEALANT BETWEEN JAMB (TYP) WINDOW FLANGES WiN➢DW FLANGES 8 MULLION &MULLION #B X 1-1/2 SELF #B X 1-1/2 SELF TAPPING SMS TAPPING SECTION A -A (1SMS ) SECTION A -A (2) O #e X 1/2 SELF - RMWN. TAPPING SMS J 4- IX OR 2X MULL (TYP.) I X 2 7/16 X 1/6 SECTION B-B TUBE MULLION 1 X 2 7/16 X 3/8 1000 S.H. 1000 S,H. TUBE MULLION INSTALLATION ANCHOR JAMB (TYPJ JAMB CTYPJ SEALANT BETWEEN 3/16• DIA. TAPCON WINDOW FLANGES #8 X 1-1/2 SELF SCREW ANCHOR (TYP,) & MULLION TAPPING SMS #8 X 1/2 SELF SECTION A -A (7) SILL CLIP TAPPING SMS #8 X 1/2 SELF TAPPING SMS . Iq Q - 1 1/4' MIN. ■IwM11Nlr 1! IIII�IMI / �' EMBEDMENT SEALANT BETWEEN SEALANT BETWEEN \\ `-PRECAST BY OTHER WINDOW FLANGES WINDOW FLANGES DETAtL C S7LL AUXILIARY PLATE & MULLION 8 MULLION #e X 1-1/2 SELF #8 X 1-1/2 SELF TAPPING SMS (FOR ADDITIONAL ANCHORS, WHEN REQUIRED) SECTAPPING SMS O TION A -A (3) SECTION A -A (4) // r I 1 X 4 X 1/1, I X 4 X 3/e A A TUBE MULLION / TUBE MULLION 8 --I OO - O* ` 08 SELF TAPPING S I MULLION 1000 S.H. 1000 &H. SMS (TYP.> EL�JOjyATTON JAMB (TYPJ JAMB (TYR, VIEWED FROM EXTERIOR FLORIDA EXTRUDERSINTERNATIONAL, INC #8 X 1/2 SELF 48 X 1/2 SELF GI m II 2540 JEWETT LANE TAPPING SMS TAPPING SMS SANFORD FLORIDA v .,t\��i u�i a` A xt �! nTLE:SER, 1000/1500 FLANGE SHEET i OF 2 03 z° VERTICAL MULLION INSO HORIZONTAL mx i SEALANT BETWEEN m SEALANT BETWEEN 4 {. WINDOW FLANGES WINDOW FLANGES v(v m '( _ SEE OTHER SIDE (SHEET 2 OF 2) FOR & MULLION 8 MULLION q8 X 1-1/2 SELF s,. E� �'.� '.); t 1. DESIGN PRESSURE CAPACITIES #8 X 1-1/2 SELF TAPPING SMS ° )} \\ TAPPING SMS (J� > A, FXt 11t DRAWN BY: MSH APPROVED BY: WA$ SECTION A -A (5) SECTION A -A (6) ,. DATE:12/1/03 ISCAL&NTS DWG.: 1VMHMFLG 1000 P.W./DESIGNER LOLL P.W./➢ESIGNER AUXIIJABY PI AT £ APPLIES TO HEAD & SILL WHERE 1" X 4" SILL CTYPJ F SILL CTYPJ IFOR ADDITIONAL AMC)DRS. W)EN REWDEW & 2" X 4" TUBE MULLIONS ARE USED C 08 X 3/4 SELF #B X 3/4 SELF O DETAIL TAPPING SMS TAPPING SMS SHEATHING X2X1/H IX2X3/B 93 -(6- -O TUBE MULLION TUBE MULLION - SEALANT BETWEEN MULLION INSTALLATION ANCHICR W WOOD WINDDV FLANGES +Q SCREW (TYP) & MULLION EXTERNAL MULLION INSTALLATION CLIP TWO BY WOOD SEALANT BETWEEN BUCK BY OTHERS WIN➢OW FLANGES NB X 3/4 SELF #8 X 3/4 SELF & MULLION � 1000 S,H. TAPPING SMS � 3000 SOH TAPPING SMS HEAD (TY.) HEAD (TYP.)MULLION SEALANT BETWEEN SECTION A -A (2) 1000 P.W./DESIGNER WINDOW FLANGES SECTION A -A (1) & MULLIDN SILL (TYPJ 30D0 P.W./DESIGNER 1000 P.W.!➢ESIGNER SILL (TYP.) SILL (TYP.) #8 X 3/4 SELF BE 4" > A 08 X 3/4 SELF 777 68 X 3/4 SELF TAPPING SMS Y TAPPING SMS TAPPING SMS 2 X 4 X 3/8 \ / I X 2 7/16 X 1/8 I X 2 7/11, X 3/11 TUBE MULLION L-. A TUBE MULLION / TUBE MULLION ` SEALANT / BETWEEN SEALANT BETWEEN WINDOW WINDOW FLANGES WINDOW FLANGE 1 I,-, MIN. L MULLION & MULLION EMBEDMENT ELEVATION VIEWED FROM EXTERIOR DETAIL B APPLIES TO HEAD & SILL WHERE i" X 2- & 1- X 2 7/16- TUBE MULLIONS ARE USED #8 X 3/4 SELF #8 X 3/4 SELF 1000 S.H. TAPPING SMS � 1000 S.N. TAPPING SMS �� w HEAD CTYPJ HEAD <TVPJ SEALANT BETWEEN FCTICJ�tyN A —A #B X 3/4 SELF �— TALLATIDN ANCHOR (3) SECTIONSECTION A -A ( 1(4) TAPPING SMS xe MDDD SCREW WINDOW FLANGES -1000 S.N. SECTIONSECTION A -A__ (,_.)7�, ) IT ,2. CLIP & MULLION SILO P.W,/DESIGNER SEALANT BETWEEN r1000 P1J,lDESIGNER HEAD (TIP.) SILL (TYP.) IF I MULLINDOWON FLANGES I SILL (TYP,) L MULLION r 08 X 3/4 SELF Ve X 3/4 SELF TAPPING SMS TAPPING SMS Wayne A Block, P.E. 1 I/B` Mw. /-! X 4 X 1/8 I X 4 X 3/11 548 B Hwy 27 EMBEDMENT / TUBE MULLION / TUBE MULLION Clermont, FL 34711 1 ! FL c sa No. 52583 FLORIDA EXTRUDERS 2540 JEWETT LANE a 1 INTERNATIONAL INC. 5ANFORD, FLORIDA 0 '[`1 1� -- TrrLE:SER. 1000/TILL FIN SHEET 1 OF 2 H❑RIZONTAL MULLION SECTIONS r SEE OTHER SIDE (SHEET 2 OF 2) FOR 'A X 3/4 SELF #8 X 3/4 SELF 1�F,{. lODO S.H. 1 000 DESIGN PRESSURE CAPACITIES TAPPING SMS TAPPING SMS � $H. I HEAD (TYP,) HEAD <TYPJ •io DRAWN BY: MSH APPROVED Sy: WAD SECTION A -A (5) SECTION A -A (&) vt1A At DATE: 12/ 1 /03 SCALE: NTS DWG.: 1 HMF I N TYPICAL MULL INSTALLATION I X 2 X 1/8 1000 S.H. I X 2 X 2/8 ONE BY WOOD DETAIL C 1000 &H. ` TUBE MULLION I CONCRETE OR MASONRY JAMB 1TYP.> TUBE MULLION JAMB ('fYP,) BUCK BY OTHERS /- Q / BY OTHERS - -oi�l�— 1 1/4' MIN. r #e X I/2 SELF #8 X 1/2 SELF EMBEDMENT 4 Q YAPPING SMS TAPPING SMS �_ SEALANT BETWEEN SEALANT DETWEENU-INSTALLA710N �� ANCHOR 3/16' DIA. WINDOW FLANGES WIN➢OW FLANGES TAPCUN SCREW ANCHOR (TYP.) & MULLION 8 MUI�L77UN 2 X 4 X 3/8 EXTERNAL MULLION #e X 1-7/2 SELF #0 % 1-1/2 SELF TUBE MULLION TAPPING SMS INSTALLATION CLIP I,. TAPPING SMS PICAL MULLION TO CONCRETE HEAD SECTION A -A (1) SECTION A -A (2) MULLION (APPLIES TO HEAD &SILL WHERE 1" X 4 E 2 X 4' TUBE MULLIONS ARE USED ) I X 2 7/16 % 1/8 1 X 2 7/26 X 3/8 1000 S.H. TUBE MULLION JAMB (TYP,) 1000 S.H. 1000 S,li. TUBE MULLION JAMB (TYP.) JAMB (TYP.) DETAIL B #8 X 1/2 SELF INSTALLATION ANCHOR #B X 1/2 SELF #H X 1/2 SELF TAPPING SMS 3/1&' DIA. TAPCON TAPPING SMS FTAPPING SMS SCREW ANCHOR (TYP.> SILL CLIP! #8 X 1-3/2 SELF SEALANT BETWEEN . P 1 SEALANT BETWEEN SEALANT BETWEEN TAPPING SMS WINDOW FLANGES � , 1 1/4• MIN. WINDOW FLANGES WINDOW FLANGES 8 MULLION EMBEDMENT —St & MULLION & MULLION SECTION A -A (7) Q '--{j q8 % 1-1/2 SELF' #8 % 1-I/2 SELF DETAIL PRECAST SILL BY OTHERS TAPPING SMS TAPPING SMS ..�,L�-� AUXILIARY PLATE SECTION A -A (3) SECTION A -A (4) <FOR ADDITIONAL ANCHORS, WHEN REQUIRED) IX 4X 1/8 1X4 X3/e (� TUBE MULLION TUBE MULLION ` B ( S.H. 1000 S.H. JAMB CTYPJ JAMB (TYP.) #B SELF TAPPING \ -� MULLION SMS (TYPJ DETAIL B O ' .F� EVATfON , 08 X 1/2 SELF Z SELF VIEWED FROM EXTERIORTAPPING SMS SMS INTERNATIONAL, INC. FLORIDA EXTRUDERS 2544 JEWETT TAKE W a] a 5ANFORD FLORIDA YN "' N 1�1 vt TITLE: SER. 1000/1500 FLANGE SHEET 1 OF 2 o �� o --- 1" VERTICAL MULLIUN SECTIONS SEALANT BETWEEN 1. Go M: .a'�;<;;;<a'R3':r,: .. <':,` ,'''`Z'`1`;'.'. SEALANTBETWEEN WINDOW FLANGES m,-^� „ SEE OTHER SIDE (SHEET E OF 2) FOR WINDOW FLANGES Q . 1\ Y -1'76 & MULLION & MULLION m g t DESIGN PRESSURE CAPACITIES #8 X 1-1l2 SELF #8 X 1-1/2 SELF c d E ° i,T ,> TAPPING SMS TAPPING SMS o EI `-D 1�aF'> _ti DRAWN BY: MSH APPROVED BY: WAD _. t ¢ . . SECTION A -A (5) SECTION A -A (6) 3 oLL , f DATE:12/1/03 SCAIE:NTS DWG.: IVMFLG 1000 S.H. i X 2 X 1/8 1000 S.N. i X 2 X 3/6 JAMB (TYP.) TUBE MULLION JAMB (TYPJ TUBE MULLION �j- #8 X J/2 SELF #B X I/2 SELF �TAP PING SMS TA PPING SMS ­ L1 j 2X4X3/B SEALANT BETWEEN SEALANT BETVEEN TUBE MULLION MMDOW FRAME W[NDOV FRAME & MULLION & MULLION #8 X 1-1/2 SELF #B X 1-1/2 SELF TAPPING SMS TAPPING SMS SECTION A -A (1) SECTION A -A (2) 1/8 SOLO S.H. 1000 S.H. TUBE MULLION BOO S.H. 1 X 2 7/16 X 3/8 JAMB (TYP.) (TYPJ JAMB (TYPJ TUBE MULLION c #8 X 112 SELF #8 X 1/2 SELF TAPPING SMS TAPPING SMS ',__J_ SEALANT BETWEEN WINDOW FRAME & MULLION \-#8 X 1-112 SELF TAPPING SMS SECTION A -A (3) iX4 X 1/8 TUBE MULLION 1000 V I( JAMB CTYP.)6100M]ji_ JAMB #B X 1/2 SELF TAPPING SMS ',___L SEALANT BETWEEN WINDOW FRAME L NOW F #8 X 1-1/2 SELF TAPPING SMS SECTION A -A (5) SEALANT BETWEEN #8 X 1-1/2 WINDOW FRAME TAPPING SMS & MULLION TWO BY WOOD DETAIL C LICK BY OTHER S S R I 1/8• MIN, EMBEDMENT \ \---SHEATHING INSTALLATION ANCHOR #8 WOOD U SCREW (TYP-) 9 — EXTERNAL MULLION INSTALLATION CLIP MULLION — APPLIES TO HEAD & SILL WHERE 1" X 4" & 2' X 4" TUBE MULLIONS ARE USED APPLIES TO HEAD & SILL WHERE 1" X 2" & 1- X 2 7/16" TUBE MULLIONS ARE USED #B X 1/2 SELF TAPPING SMS INSTALLATION ANCHOR #B WOOD SCREW DETAIL 8 $$$p x i4 (TYP.) CLIP 0EEN �StLL L/B• MIN. \--#H X 1-1/2 SELF SLGI ION A -A 1 /) SHEATHING I I TAPPING SMS ' pETAIL C �� WOOD FRAMING SECTION A -A (4) AUXILIARY PLATE I X 4 X 3/8 I. (FOR ADDITIONAL ANCHORS, WHEN REQUIRED) TUBE MULLION F O A A - #B SELF TAPPING \ / 0OO - SMS (TYP.)\- DETAIL E. MULLIDN #e x 1/2 SELF ELEVATION +e TAPPING SMS VIEWED FROM EXTERIOR FLORIDA EXTRUDERSR2640NJEWEIT'I�E W ^ N a ^ ) SANFORD IT wsgwt�l-N M)u7 , <�`.1 )'1„ �( TITLE:SER, 1000/1500 FIN SHEET 1 OF 2 T O 0 3 S CTIONS SEALANT BETWEEN M = ti Z - VERTICAL MULLION E WINDOW FRAME m a; &MULLION d H .x_.->,<<r, SEE OTHER SIDE (SHEET 2 ❑F 2> FOR w o m >' `$Iqq�� DESIGN PRESSURE CAPACITIES `-#8 X 7-i/2 SELF c`t E,4 ,.: %<`+. ...'<.e.'4Tj's:;: ,. TAPPING SMS >.'0 �� \� DRAWN BY: MSH APPROVED BY: WAB SECTION A -A (6) 3° LL 'D' �L, yA> DATE:12/1/03 SCAGE:NTS DWG.: 1VMFIN TYPICAL MUL ON T CO E ®J JAMB S000 <TYP.> SIGNEP [ SOLO P.W,/DESIGNER U 0 NCRET A DETAIL f3 SILL (TYPJ SILL (TYPJ (APPLIES TO JAMB WHERE 1' X 4" & 2" % 4" TUBE MULLIONS ARE USED) #8 X 3/4 SELF 08 X 3/4 SELF TAPPING SMS TAPPING SMS CONCRETE OR MASONRY BY OTHERS I X 2 X I/8 1 X 2 X 3/B INSTALLATION ANCHOR 3/16' DIA. TUBE MULLION TUBE MULLION TAPCON SCREW ANCHOR <TYP.) SEALANT BETWEEN LK.1 — EXTERNAL MULLION BBD INSTALLATION CLIP 4j WINDOW FLANGES & MULLION ERS J SEALANT B TWEEN U E # 8 X 3/4 SELF � F #8 X 3!4 SELF �. MULLION AN WINDOWFL GETS L MULLION t---1000 S.H. TAPPING SMS 1000 S. TA PIING SMS 1000 P.W./DESIGNER HE AD (TYPJ SEALANT eETWEEN WINDOW FLANGES SECTION A -A (1_) HEAD TYP.) E D C SECTION A -A (2) SILL <TYP.> � & MULLION #8 X 3/4 SELF 7 1000 P.W./DESIGNER SILL <TYP.) 1000 P.W./DESIGNER IF SELL (TYPJ TAPPING SMS/-2 TUBE X 4 x 3/6 MULLION V #8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS ///'''1 %27/16X 1/8 / TUBE MULLION ''' TAPPING SMS 1 X 2 7/16 X 3/8 / /// TUBE MULLION i MIN.MENT �l �( SEALANT BETWEEN EMBEDBED WINDOW FLANGE 8 MULLION SEALANT BETWEEN WIN➢LL FLANGES 8 MULLION n4,SBII s �r--^ A \\ \\ NAPPING SMS SELF 1000 S.N. \- loco S.H. #8 X 3/4 SELF TAPPING SMS \-#a X Z" SELF \ HEAD (TYP.) HEAD (TYP.) TAPPING SMS SEALANT BETWEEN SECTION A -A (3) SECTION A -A (4) ro➢D S.H. SECTION HEAD (TYP.) A -A (7) _ j — WINDOW FLANGES & MULLION r SOLO P,.P.) /IGNER SEALANT BETWEEN 1000 RW✓DESIGNER j SILL (TYPJ WINDOW FLANGES SILL CTYPJ f 8 MULLION #8 X 3/4 SELF #8 X 3/4 SELF Wayne A. Block, P.E. ELEVATION : TAPPING SMS x a x t/8 TUBE MULLION TAPPING SMS i x a X 3ie �ruaE MULLION 548 8 Hwy 27 Clermont, FL 34711 FL License No. 52583 VIEWED FROM EXTERIOR INTERNATIONAL, ING• FLORIDA EXTRUDERS 2540 JEWETT LANE ' aT ,: BANFORD FLORID �aY'F 3 YS,; + T` TITtB:SER. 1000/1500 FLANGE SHEET 1 OF 2 ?� HORIZgNTAL MULLIUN SECTIONS h1f SEE OTHER SIDE (SHEET 2 OF 2) FUR #B X 3/4 SELF i. ��l a� DESIGN PRESSURE CAPACITIES #e X 3/4 SELF TAPPING SMSogo �1000 TAPPING SMS Iy Y'"`r?,I°(�f)( e S.H. HEAD CTYPJ NEADSH.(TYP.> / xz 4 �) DRAWN BY: MSH APPROVED BY: WA$ SECTION A -A 5 SECTION AA(6) s , ' DATE:12/1/03 SCALE:NTS DWG,: 1HMFLG (, LLJ �EC - O �Lf �-1 V ® fs O LL_ LLJ Q =D Cy 'v�p v J W LL Q WO L ¢adz XO�-U O Z 0 d W Q QO¢0 ��wZ r Z= � ❑W Y Q❑ I-- < z Z aof�W w(b�=® 0 Z _ LL - �WI O WE of C] F— --1 Q m � -I z = -i U f J\ ,� W -I 0 ¢ O 3: ¢ 0 ALB U) ,Wn, � ¢ QO : v _n N LL LLj 1 N O Cc n- o � U LL •V ,N f- 0 4) W ® `p v F _ + Cn WI-- Q MW z w 0 0 0 -2 S J m Cr I-- + 0 O 0 mM Li LLO� 0OCAzV M O ZM xLU L_ N N 0 0 6 Q � q 00 00 00 LC) O I� I`.. ,zt n- cc + rn ¢ d CS F- Z N Z (3 Z << W V4 U) z 0 0 =� W O N . HIng Z VO ® O W LLJ(QU)ti. 00D U- UL. U. 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" i Eo. ?; L I f Q ` r £x W Z 11 '. . ` .. ❑[3 ---- ,❑n W 0 Z W rn Z CD in W I.- U) J-, O - 2 > 0 Z >� ~ -Z; N Q N W d' W C7-iQ00 Z=O00 J M0iH--wZ 0J a(n I Q W In I i-- <<0) N 0 Lq N o U) LU LU O () �- LL Z - ¢z- Z LLJ T t /"� I— V J ❑ z 0 (i J O Uoa Z W O Ha- I— a- � Uj Of � W = iQ j LU fY M = Z W O I— V z < 0 0 1 z�� W z O -z0 U (Qz M �25 SHEET NO. = O 0 W S-14 Cn = CfJ Z3 M O LAST PLOT DATE O N co October 11, 2004 WINDOW INSTALLATION INSTRUCTIONS (MILESTONE) CAULK BETWEEN WOOD BUCK & MAS'Y, OPENING I BY OTHERS CAULK BETWEEN DOOR FLANGE _ & WOOD BUCK PERIMETER CAULK BY v OTHERS STUCCO _ BY OTHERS INSTALLATION ANCHOR #8 SCREW WOOD (TYP, \,MERE TAPPERS ARE NOT REQ'D, - NOTE 22) SECTION A -A /B, CAULKING AT FASTENER HOLES REQUIRED <SEE NOTE 2), -- SLIDING GLASS DOOR FRAME SILL t.L`. 1/4' MAX SHIM SPACE a O MASONRY _4 _z O R5 < _q INSTALLATION ANCHORINSTALLATION o z � V M CD (1] 3/1L DIA, TAPPER IN TALLATION ANCHOR 1/4 MAX. SHIM SPACE �� CONCRETE OR W X 1W_O U) LL en INCITE I7)7 #8 WOOD SCREW (TYP, WHERE 1 1/4 MIN, �7� ,�r� 0 z U u / B\ MASONRY OPENING U 0� 'Cr U 1 U) o _ O TAPPERS ARE NOT EMBEDMENT 2X4, 2X6, OR 2X8 WOOD BY OTHERS CONCRETE OR ONE BY WOOD REQ'D, - NOTE 22) Y WOOD BY OTHERS (NOTE 6) 0 a 0 Y ¢ 4) r 0 z MASONRY OPENING ONE B ® Ix ¢ Oz ai = o BY OTHERS BUCK BY OTHERS W ¢p w ¢ o �N m (NOTE 11 & HE BUCK BY OTHERS '� (NOTE 11 & 12 INSTALLATION ANCHOR w LL SHIM AS #f8 WOOD SCREW (TYP,) CAULK BETWEEN Q � ¢ z z ®•� v I- REQ'D (NOTE 23) HOOK STRIP & 1— 00 w o w (SEE SLIDING GLASS �, (ANCHORS SHOWN IN SAME WOOD BUCK O 0 < M + + o CAULK BETWEEN ¢ z LU !VOTES) DOOR FRAME PLANE FOR CLARITY ONLY. o w to z 11/4' MIN, JAMB 4 WOOD BUCK & \ _ U_ 0 m ul P4AS'Y, OPENING HOOK STRIP ANCHOR HOLES LL C7 � _ u ® * J EMBEDMENT HIM SPACE SPACED 2Y APART ON 1 1/8" MIN. W 0 0 ¢ m o 0 4 BY OTHERS OPPOSITE FLANGES,) EMBEDMENT 0 cn � F- w (N O u_ SHIM AS REQ'D, (TYPJ X 0 w o x v m m C) (SEE NOTES) <, \ w � w 0 a°". + ¢ J rmi m SLIDING CLASS DOOR -• Q fr O -j¢ w N N HOOK STRIP � 4. j �✓ O JzxJ O� 0000 O ¢ CL o0 INSTALLATION ANCHOR �. 3I16" ILIA, TAPPER r1CJTE 173 3/4` MAX, cn O ¢ M r- c_nw--'�o d`000 oa TEMPERED GLASS -CAULK BETWEEN CT`(P,) DOOR FLANGE -j > d z + + 0) d d �r & WOOD BUCK TEMPERED GLASS w PERIMETER 4 CT ' �') I=- z N Z En 0 SLIDING GLASS CAULK BY a CONCRETE DR STUCCO DOOR FRAME OTHERS BY OTHERS m z o o = C4 W M HEAD MASONRY OPENING o ,_ O 0 (r�i z N z BY OTHERS SLIDING GLASS DOOR w z v U w U) % t`"ei. C DOO O S,G.I?, WIDTH z Fd- „- N = J LLi f.' � 00 ¢ y STUCCO INTERLOCK BY OTHERS HDCIK STRIP DETAIL re U- o LL a N 0 Wa-® 00 O E �rr� o uj U) u- z GW. W U) 0 w 0 N �-TEMPERED SECTION B_•B IMPORTANT INFORMATION &GENEML NOTES _ � Z m o � o m z 0 � z GLASS tTYP,) z w— .� 1- z m o These notes are provided to ensure proper installation of Florida Extruders Milestone products and must be followed fully, o a a I-- � w =Lum0 0 ® m o CN w u_ HDOOREIGHT GENERAL INSTALLATION INSTRUCTIONS w C7 Of~ M Z` W® m m d¢ 0 ) A m❑=�0 :3 Ot a 0U_00:D 1) SHIM AS REQVl AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4", � � a N O U � v � � � �O U A!J KING B LOAD BEARING SHIM AT SILL MUST BE PRESSURE TREATED WOOD OR PLASTIC AND MUST BE COMPLETELY ENCAPSULATED IN p O ~ Cr 0 O i j Q = w O ¢ z 1-0-- F— C L CAULKING OR SET INTO WET CONCRETE I- x to U 3: cn cn ❑❑ LL 0¢CLMUz 0 REQUIRED n 2) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD & JAMBS. LIBERALLY APPLY SILICONIZED ACRYLIC -I- <SEE NOTE 2). !/U CAULKING UNDER SILL OR SET SILL IN BED OF WET CONCRETE. CAULK BETWEEN BACK CORNER OF SILL RISER AND � a INSTALLATION ANCHOR. #8 WOOD SCREW W/PLASTIC ANCHOR (TYP, WHERE TAPPERS ARE NOT REQ'D. B 1 SEE NOTE �?> 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 OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS / 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) JAMB AND SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER, &) € OOR FRAME MATERIAL.: ALUMINUM ALLOY 6063, B) TWO BY WOOD BUCK AND/OR FRAMING AT THE HOOKSTRIP TO BE SECURELY FASTENED TO TRANSFER THE LOAD TO THE > A ZB- MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE PER FBC, SECTION 1707.4,4,2 AND THE ENGINEER OF RECORD'S DETAILS. EXTERIOR ELEVATION 7) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA 1/2'4 2 PANEL DOOR SHOWN EXTRUDERS SOU AND 2000 SERIES SLIDING GLASS DOORS. ( SEE NOTES 8, 9 & 10) 8) WHERE "X" REPRESENTS MOVING PANEL AND "0" REPRESENTS FIXED PANEL, APPROVED CONFIGURATIONS ARE AS LISTED D ON THE ANCHOR INSTALLATION CHART. ° 3 [SEE SHEET 2 FOR CONTINUATION OF NOTES) EMBEDMENT] 1-1/4' MIN. a 3 z INSTALLATION ANCHOR 3/160 DIA, TAPPER < v « IOTE 17) CONCRETE OR as � MASONRY OPENING H BY OTHERS k� EvDESCRIPTION DATE INI INTERNATIONAL INC. #DEVISED NOTES I, 2, 3, 6, FLORIDA- EXTRUDERS 2540 JEWETT LANE 12/1s/Oa RJA 11, 92, 73, 9B, 22, 23 �'c CERTIFICATE OF AUTHORIZATION N0. 9235 SANFORD FLORIDA 31 AND ADDED AND/OR REVISED RELATED TITLE:SLTIJING GLASS DOOR SOD, 2000 &C30D REFERENCES AND/OR MASONRY INSTALLATION WITH NON-STRUCTURAL ILLUSTRATIONS. RENUMBERED BUCK AND TAPPERS NOTES 6 TO 10 AND — REVISED REFERENCES TO DRAWN BY: BB APPROVED BY: RJA THESE NOTES. REVISED — TAPPERS FOR 9OXX K-DAR1971 nnnpfi DATE:12/18/03 1 SCALE: NTS DWG #: FLEX J021 SHEET 1 OF 2 FRAME INSTALLATION SKIM AS RE'Q'D INSTALLATION ANCHOR - DOOR WIDTH — — 1/4" MAX, SHIM SPACE (SEE NOTES) #8 WOOD SCREW 1.-1/8 MIN. TWO BY WOOD BY -CAULK BETWEEN (NOTE 2.1) EMBEDMENT OTHERS (NOTE 6) DOOR FLANGE & SHEATHING TWO BY WOOD SLIDING GLASS BY OTHERS DOOR FRAME JAMB TWO BY WOOD INSTALLATION ANCHOR (NOTE 6) BY OTHERS #8 WOOD SCREW (TYPJ (NOTE 21) f f 1 (NOTE b) (ANCHORS SHOWN IN SAME CAULKING AT FASTENER HOLES REQUIRED <SEE NOTE 2), SLIDING GLASS DOOR FRAME SILL 1/4' MAX SHIM SPACE v Q m 1-1/8` MIN, EMBEDMENT SLIDING GLF DOOR FRAME HEAD 1/40 MAX, SHIM SPACE TEMPERED GLASS (TYP,) PLANE FOR CLARITY ONLY, HOOK STRIP ANCHOR HOLES SHIM AS REQ'D, SPACED 2` APART ON OPPOSITE FLANGES,) (SEE NOTES) SLIDING GLASS DOOR HOOK STRIP INSTALLATION ANCHOR #8 WOOD SCREW (NOTE 21.) CAULK BETWEEN TEMPERED DOOR FLANGE GLASS (TYP,) CAULK BETWEEN HOOK. STRIP & WOOD BUCK 1 1/8' MIN. f BEDMENT (TYPJ 3/40 MAX. -T =---- & SHEATHING SHEATHING BY OTHERS SLIDING GLASS DOOR PERIMETER SHEATHING INTERLOCK CAULK BY BY OTHERS HE10K 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 f� B BE 1/4". LOAD BEARING SHIM AT SILL MUST BE PRESSURE TREATED WOOD OR PLASTIC AND MUST BE COMPLETELY ENCAPSULATED IN CAULKING OR SET INTO WET CONCRETE, 2,) USE 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 INSTALLATION. 3) USE. SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR AND BETWEEN HOOK STRIP I A & BUCK FOR POCKET DOORS, EMBEDMENT EXTERIOR ELVyATIO 4) JAMB AND SILL. CORNERS ARE TO BE SEALED WITH A SMALL )DINT SEAM SEALER. D A. 1-1/4" MIN, 2 PANEL DOOR SHOWN 5) DOOR FRAME MATERIAL: ALUMINUM ALLOY 6063. (SEE NINES 8, 13 & 10) 6) TWO BY WOOD BUCK AND/OR FRAMING AT THE HEAD, JAMB AND HOOKSTRIP TO BE SECURELY FASTENED TO D , v� B TRANSFER THE LOAD TO THE WOOD OR APPROVED FRAMING MEMBERS PER FBC, SECTION 1.707,4.4.3 AND THE ENGINEER OF RECORD'S DETAILS. INSTALLATION ANCHOR #B WOOD SCREW W/PLASTIC ANCHOR <TYP, WHERE INSTALLATION ANCHOR TAPPERS ARE NOT REQ'D, 3/16" DIA, TAPPER ZL SEE NOTE 20) (NOTE 15) LIBERALLY APPLY CAULKING CONCRETE OR UNDER SILL OR SET SILL IN. MASONRY OPENING BED OF CONCRETE <SEE NOTE 2X BY OTHERS SHIM AS REQUIRED (SEE NOTE 1), SECTION A --A n TEMPERED GLASS (TYP.) DOOR HEIGHT CAULKING ! B \ REQUIRED (SEE NOTE 2),/ A� ` `` y"k [SEE SHEET 2 FC)R CONTINUATION flF Nt?TES] , •v yy F y REV DESCRIPTION DATE INI INTERNATIONAL, INC. / /� (� ��O ry1 �; %r`'`'1"'• O '•.,'.y�' ." x... u o hd s y,: y :y LANE f✓`*V J T'+ YY ITT ]. .}a!'9.Ni'� 2540 NOTES I, 2, 6, 11, %��'% REOSED 2[3, 25 Fz 30 AND ADDED 1 2/ 0 3 RJA CERTIFICATE OF AUTHORIZATION NO. 9238 SANFQIZD FLORIDA ANQ/Oft REVISED RELATED REFERENCES AND/OR ILLUVs ADDED NOTE TITLE: ELIDING CLASS DOOR 500, 1000 & 2000 1 Y` ' G c 20 AND REi.ATEO 20ANRAREt-A. ILLUS rRATtONS. RENUMBERED � FRAMs_ INSTALLATION WITH #8 SCREWS 8'y q• ::. , . - vs p¢.. a �: , ° s/�. ," NOTES 8 TO ? 0 & 21 TO 29 TO AND REVISED REFERENCES NOTES. DRAWN BY: RB APPROVED BY: RJA TTHESE APPERS FOR QXX 3� FANEL DOORS. ATE: 12/18/03 SCALE: NTS DWGr #: FLEX0027 SHT i OF 2 it k ?^'r:::i 7 V1 M L may: m N O • IJ N EI 1� ,,�•�i:`Tx`� ��y ka� P L V � ' Ln ® a 13 W .� 13 ' JLL h*:,., 4' Ll. r Uj J t- CO W .H..:W Q , UiM y,.4 C3 o � ?ab O 0 z ui � z W = _..I ❑ p0�=> z �i Cn CD-aoo ZW_ 00 J ❑ w z ❑a�U)C, LLJ MKYI 9 W o L) LL Q O _ z V) > 0 zLLI p 0 0 d U _j Z O o�__ z� o = � O CL Lij w w 0 °0 m z 0E-� >- o ry O w O gzo U Ln m 5 a 0 U w S15 1 U) V7 :0 O LAST PLOT DATE O 0 October 11, 2004 SGD INSTALLATION INSTRUCTIONS (MILESTONE) SHEET NO. larmRE3�Pdi .'.a falh: .""Yr, £•-t.aF -tis r. �,- i--.�'.rc. S.v: _.-.�[.: i . ,.1�_ ...: 7" :� ni�„�. ., _:� i_�a�r .�r '� i�. ��', ?I'iim_. LLI LL < (j) Cn 0 Ljo X rl Cc Z = __ 1-- LU U_ Q -- 0 Lij < z < 00 U-1 f__ cr 0 -LL 0 ZD LL 0 LL1 ft� 0 z U) ...... ... ..... . .. . ...... LLI < Cc 0- 0 ifII.............. ............ . ..... .......... .......... < 0 < 0 LLJ Ld Ei LL_ LU LLJ z = 0 LLJ < LAMINATED SHINGLES' 53 �� (f) in Ld Ir < L) FLOPIDA ROOFW- G -ASSUVIRLY APPROVkL 0 1-- 0 < 0 -B FLAIGLER Duf LDING IM "TROD MTR 1 -DAD 11 LLI MOM GOD CY X K X COWLIANCE OFFCE�� )F1 14 Y AAMM < m ROL ilk 'A� �iw 61 LLI < LLI PRODUcr co NITAML. FLORMA a3190_1563 0.7110 Asphalt Shingles fiaO lilla. ��r lhwt, U) �w U-1 U) 0 0 ..................... . .. ..... .. ................. U_ CD LL- 0 0 >< LL < < 0 a C) LU OF Lij t­ 0 IN Co t 0 M 0 CY) (Y) ILLI LLJ 0 a- 1400 P000' Nleeflng*940 Ifr- LL CN N < 30 arfid: (and WideTrac Q11), CertainTeed Landmar 40 Ifte )R� PA 19422 0 ii6mwr 'SERIES AIMAK11"Ecrao 01 < e, a d d V-d T 00 00 and AJU (nd N*V snarl, 50 an AR an A i tt� rak QB) hingles D IC9 C9 U) CY< uio < otized by AC�oqaj*j)oe4 Corporation desinibed: in Section 2 of this Nlofioe of Acepptauce, A Am Vw T1. 0 r U) fr 0- 0 CD This NOA is b6ng i ssa d puft, M des old: regulations%qerriina the Use,of mistru t < < t II< 0 < 0 DiN siou and atcep SO rW das b6fteiiewed byy'Nfial*�Dade Co=t� ted If I" illy j!roduSj Rv . ...... by: iho:WiW bf Rules.aEid t Tkstl and gibet areas where Olowed Ak*Ekk t �.t 444 Daide 00*ty Li z OD C4 Z itweight,24711v`sq, L X,38 3x4 A 110. A heav I0') Tbi idaft *tione &tt� stated �ne: Miami -Dade County cert s NOA shall ot he val er fhee?�p to Vq 0 LLJ < AR, (and Wi :QB�') asphalt shngle. C4 W M D4 C.q �.(i thanI County) roserve. tue t 0 *k z Certailgod and X PA. I 10 A hefa�y weight, 264lb1sq, dimensional N Tw! 0 or: 44 . � fi os�� If, thi prqd�idt to 0 99 n M Uj z Uj In UL — di th e4manu WIUer, LU < liIe eg ��l lh,� af i00 t-h tokmg, And,* AW ;my x 38 �PA.110 A heavy w, e igh� 296lb/sq, dimensional SUSPOU'd the -'a sm:-P, N LO f h W sd tAR (Ou:d WidiTn gi z Ole right to( revoke thi6 amptanco, if, it by. coun, t, Product onasphaltshin e� ILu 0 E T z >< 0 0 CL LU N (n < LU _L LLJ cf) 0 0 -0 U-1 din, V Z U) starter strip applications. 0 Lij PZ z I= 0� Divi is . productormateri g oode, Various "ietary mes shing] es for hip ridge and Z LLJ co LO (3 < Fn is approvedas dem hereffi,and bAs, been designed to:comply with4be Iligh Velocity turri LL LL, 3. �F, VID LL] 0 0 < CL it-T- Lu U) 0- bn N W 70-ak, of The Florida ffifilding.Code. Tins ItI am rn (Y) LLI LU < J < ("d-AR) (amtWideT-ra& QB� iark 40;(and-AR),(aW-NV1deTra�)k Test A Yency T"t Idooper jost,;N ejAe -por 92— LL1 < Landa (D < ::D co :5 M ZD < 0 LL QB) and L,audmark:59. -A (#Itd: Vvide: R6,84. UL 790 04)0-7/01 Uj 0 CN ji (O r LL LLJ LLI PA 100 CL LABEMG. 01/12/01 anaf 0 ry 0 0 -1 o Of Each lihit shall bear a pinmment labW .M acumees name or logo. city�:#Ettc and X: < Z F­ M 0- U.1 -J 0) < 0- U) L) z C) 11/12/02 0 Cn t::"Miawi-Dade U U. t94NkC9632 Wind uplift resistance PA 107 1 f"WA:of this be 4wnsjdered':40-q� aTweW PpWooa M Iled W fliombas been w . ............ . i �thc appLi Skjs� ' 3�ode v�Lly 4, TERAITWAT10N of thi� NOA: wff exp dam or ifow��s been a or zliangp iT% the, I ... . . ..... 4.1 Fire, is, Ilot P�n of ab ofer to a Current pproved Roofing of 41�� t of this NtOA as an miit prqcess� � , 1 :. .1 far fire ratings',of-this Xo&ict, e instol led W X 41 Shall:ndtl� ouof mean 1*4* in excess of 33 ft ........... . with of this NQ& bo �00#m 4ndirenn Of ........... ............................................... .. A08Tusn bi(� xmt number prcccd,_d b fy� thei words NfiAm!-Dade Couty, Florida, W:followed by: -4. WULLXf ION, C 'We with Roofing plicationqta d dRAS 115� NED E; displayed, n date may tw s -fro "o os U. b We ir oipplj AV n ar the ex display 11 .. ... ............. .. .......... ig ru jitoxtpN. If an, M., fl# Ai th it, �W. dard. RAS I. 15 be, d ih. its eatird Apj�licatidjk Stan 7-4 ;-7 /7 tle4rj�Avrittzn application iustmetions. ser by the nlanufii or T0A ishall b_e, jj� Xje4jhItoM liNSXECTJON: A copy: of Ods 4wire N 'Id oftwi4l 5A Eposurezan C I sh011bc -in compliance Nvith Detal W, aftached, valab e fop -ob- §itt- ayout Tqquest of ...... ... . ball be hi �,ampl th. , _. . Z1. I % npei U 'j)"NQAr.coUS'_' 'tS of�j*geS 1. ftodilt4 prim iLn ia) The tjjt��dr En vvas RR-C IfExpiratiou Date, oz/23/07 NOA N I 0 2 07 A 1/27/03 2 proal Date: 0, IPage 2 of 4 I"4 Uj P2- of4 LL ilk IA aq uj 0. I..... ........ .. ............... I13 I_NG . .... ,q I0 W iz 0 Z Z 7. j3� k ST 14 3X' 0 12" 7.1 Appi by CdPks of the, W7 Uj U) Ln LU Z Iz L) LL, z Of j*j, Co4e in 7�112 COW 40*08 mt�d by. th6�ih�4 06.0 13 1 A!' (n Uate Z Uj 0 > U Ln 6 lie Uj > LANDMARK30 40,50 (ANDAR) .......... ­­\\\� . ...................... .............. IEdge ..... ... ...... . ...... ... . Iffar­jTj in .f �5 own e Ch,6S: 13 114' CN A01 d mensIon 14 VWt 121, W if..................... .......... .......... III> .............. .. .. ........ LLJ AREA 17 1'/20 fIfILANDMARK 40 60 (AND AR) - WV�TRACK 08 I# IV4 (Low and Standard Slope) ....... ..... If. ........... ---- - --- LU 0 14, < Z 7z lIbottom 2 iWI 14*3�- i> 33 1 /8 13 114il 14 314" 1,20 IUj 0 < if0 IIUj Eaves, < 0 Uj II�,V :LAND '4 RMTRACK QB W 36, (AND AR) .. ..... .... z II.(Steep Slope) j 0 ZD 0 L ....... . . ..... F-UN,11 0- F TM9 ACCFPTX < L: 0 FL L) NOA No.: 02-M,9.00 ................. ,,I, ­ I .. 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