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5027 9th St (2)
0 STRUCTURAL NOTES: REVISIONS R 318.1 Termite Protection. Termite protection shall be provided by registered termiticides, including soil applied pesticides, baiting systems and pesticides applied to wood, or other approved methods of termite protection labeled for use as a preventative treatment to new construction. See Section 202, Registered termiticide. Upon completion of the application of the termite protective treatment, a Certificate of Compliance shall be issued to the building department by the licensed pest control company that contains the following statement: 'The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services." R 318.1.1 If soil treatment is used for subterranean termite prevention, the initial chemical soil treatment inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. R 318.1.2 If soil treatment is used for subterranean termite prevention, soil area disturbed after initial chemical soil treatment shall be retreated with a chemical soil treatment, including spaces boxed or formed. R 318.1.3 If soil treatment is used for subterranean termite prevention, space in concrete floors boxed out or formed for the subsequent installation of plumbing traps, drains or any other purpose shall be created by using plastic or metal permanently placed forms of sufficient depth to eliminate any planned soil disturbance after initial chemical soil treatment. R 318.1.4 If soil treatment is used for subterranean termite prevention, chemically treated soil shall be protected with a minimum 6 mil vapor retarder to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, re -treatment is required. Any work, including placement of reinforcing steel, done after chemical treatment until the concrete floor is poured, shall be done in such manner as to avoid penetrating or disturbing treated soil. R 318.1.5 If soil treatment is used for subterranean termite prevention, concrete over pour or mortar accumulated along the exterior foundation perimeter shall be removed prior to exterior chemical soil treatment, to enhance vertical penetration of the chemicals. R 318.1.6 If soil treatment is used for subterranean termite prevention, chemical soil treatments shall also be applied under all exterior concrete or grade within 1 foot (305 mm) of the primary structure sidewalls. Also, a vertical chemical barrier shall be applied promptly after construction is completed, including initial landscaping and irrigation/sprinkler installation. Any soil disturbed after the chemical vertical barrier is applied shall be promptly retreated. R 318.1.7 If a registered termiticide formulated and registered as a bait system is used for subterranean termite prevention, Sections 1816.1.1through 1816.1.6 do not apply; however, a signed contract assuring the installation, maintenance and monitoring of the baiting system for a minimum of 5 years from the issue of the Certificate of Occupancy shall be provided to the building official prior to the pouring of the slab, and the system must be installed prior to final building approval. ,If the baiting system directions for use require a monitoring phase prior to installation of the pesticide active ingredient, the installation of the monitoring phase components shall be deemed to constitute installation of the system. R 318-1.8 If a registered termiticide formulated and registered as a wood treatment is used for subterranean termite prevention, Sections 1816.1.1 through 1816.1.6 do not apply. Application of the wood treatment termiticide shall be as required by label directions for use, and must be completed prior to final building approval. R 318.2 Penetration. Protective sleeves around piping penetrating concrete slab on grade floors shall not be of cellulose containing materials. If soil treatment is used for subterranean termite protection, the sleeve shall have a maximum wall thickness of 0.010 inch (0.254 mm), and be sealed within the slab using a non- corrosive clamping device to eliminate the annular space between the pipe and the sleeve. No termiticides shall be applied inside the sleeve. R 318.3 Cleaning, Cells and cavities in masonry units and air gaps between brick, stone or masonry veneers and the structure shall be cleaned of all non preservative - treatment or non naturally durable wood. or other cellulose - containing material prior to concrete placement. Exceptions: Inorganic material manufactured for closing cells in foundation concrete masonry unit construction or clean earth placed in concrete masonry unit voids below slab level termite treatment is performed. R 318.4 Concrete bearing ledge. Brick, stone or other veneer shall be supported by a concrete bearing ledge at least equal to the total thickness of the brick, stone pr other veneer which is poured integrally with the concrete foundation. No supplemental concrete foundation pours which create a hidden cold joint shall be used without supplemental treatment in the foundation unless there is an approved physical barrier. An approval physical barrier shall also be installed from below the wall sill plate or first block course horizontally to embed in a mortar joint. If masonry veneer extends below grade, a termite protective treatment must be applied to the cavity created between the veneer and the foundation, in lieu of a physical barrier. Exception: Veneer supported by a structural member secured to the foundation sidewall in accordance with ACI 530/ASCE 5/TMS 402, provided at least 6 inch (152 mm) clear inspection space of the foundation sidewall exterior exists between the veneer and the top of any soil, sod, mulch or other landscaping component., deck, apron, porch, walk or any other work immediately adjacent to or adding the structure. R 318.5 Protection against decay and termites. Condensate lines, irrigation / sprinkler system risers for spray heads, and roof downspouts shall discharge at least 1 foot (305 mm) away from the structural sidewall, weather by underground piping, tail extensions or splash blocks. Gutters with downspouts are required on all buildings with eves of less than 6 inches (152 mm) horizontal projection except for gable end rakes or on a roof above another roof. R 318.6.1 All building sites shall be graded to provide drainage under all portions of the building not occupied by basements. R 318.6.2 The foundation and the area encompassed within 1 foot (305 mm) therein shall have all vegetation, stumps, dead roots cardboard, trash and foreign material removed and the fill material shall be free of vegetation and foreign material. The fill shall be compacted to assure adequate support of the foundation. R 318.6.3 After all work is completed, loose wood and debris shall be completely removed from under the building and within 1 foot (305 mm) thereof. All wood forms and supports shall be completely removed. This includes, but is not limited to: wooden grade stakes, forms, contraction spacers, tub trap boxes, plumbing supports, bracing, shoring, forms or other cellulose - containing material placed in any location where such materials are not clearly visible and readily removable prior to completion of the work. Wood shall not be stored in contact with the ground under the building. R 318.7 Inspection for termites. In order to provide for inspection for termite infestation, clearance between exterior wall coverings and final earth grade on the exterior of a building shall not be less than 6 inches (152 mm). Exceptions: 1. Paint or decorative cementitious finish less than 5/8 inch (17.1 mm) thick adhered directly to the masonry foundation sidewall. 2. Access or vehicle ramps which rise to the interior finish floor elevation for the width of such ramps only. 3. A 4 - inch (102 mm) inspection space above patio and garage slabs and entry areas. 4. If the patio has been soil treated for termites, the finish elevation may match the building interior finish floor elevations on masonry construction only. 5. Masonry veneers constructed in accordance with Section R318.4. R 318.8 Foam plastic protection. In areas where the probability of termite infestation is "very heavy", as indicated in Figure R301.2(6), extruded and expanded polystyrene, polyisocyanurate and other foam plastics shall not be installed on the exterior face or under interior or exterior grade and exposed earth shall be at least 6 inches (152 mm). Exceptions: 1. Buildings where the structural members of the walls, floors, ceilings and roofs are entirely of noncombustible material or pressure -preservative -treated wood. 2. When in addition to the requirements of Section R318.1, an approved method of protecting the foam plastic and structure from subterranean termite damage is used. 3. On the interior side of basement walls. COMPONENT AND CLADDING LOADS (psf) EFFECTIVE WIND AREA (square feet) +28.5 -39.3 +26.9 -38.5 +24.7 -37.4 +23.1 -36.6 +26.9 -66.2 +247 -58.6 +23.1 -52.9 -1 + 28.5 9 F +26.9 -66.2 +24.7 -58.6 +23.1/ .9 -52 1. For effective areas or wind speeds between those given above the load may be interpolated. Otherwise use the load associated with the lower effective area. ,2. Table values shall be adjusted for height and exposure by multiplying by adjustment coefficients in table R 301.2 (2) of the Florida Building Code 5th Edition 2014 Residential. ,'3. Plus and minus signs signify pressures acting toward and away from the building surface. I I 1 Wi� Connection Fastener Joist to band joist, face nail 16d common Joist to sill or girder, toe nail 8d common Bridging to joist, toe nail each end 8d common Ledger strip 16d common Sole plate to joist or blocking, face nail 16d common Top or sole plate to stud, end nail 16d common Stud to sole plate, toe nail 8d common Double studs, face nail 10d common Double top plates, face nail 1 Od common Continuous header, two pieces 16d common Ceiling joists to plate, toe nail 8d common Ceiling joists, laps over partitions, face nail Ceiling joists to parallel rafters, face nail Rafter to plate, toe nail 8d common Built up corner studs 16d common Built-up girders and beams, of three members 1 Od common Wood Structural Panel / Subflooring 19/32" or 3/4" Wood Structural Panel / Roof & Wall Sheathing 1/2" 5/8" 3 tab asphalt roofing shingles 1 Od common or 1 Od hot dipped ga Iv. box nails 8d common or 8d hot dipped galv. box nails WHWIII=�� 1 1/2" drywall nail 1 %" min. 11 ga. Galt'. nails with min. 3/8" diameter head 'lumber of Spacirlt 3 3 2 3 at each joist 16" o.c. 2 4 24" o.c. 16" o.c. 16"o.c. along each edge 3 3-16 or 4-1 Od common 3 24" o.c. 32" o.c. at top and bottom and staggered 2 ends and at each splice 6" o.c. edges and 12" o.c. intermediate 6" o.c. edges and 6" o.c. intermediate 7" o.c. on ceilings 8" o.c. on walls 7" o.c. on ceilings 81' o.c. on walls 6 fasteners per shingle 1. CQQES: 1.1. Current edition of The Florida Building Code 5th Edition 2014 Residential. 1.2. Building code requirements for reinforced concrete (ACI 318.06). 1.3. American Society of Civil Engineers minimum design loads for buildings and other structures Chapter 46 (ASCE 7-10). 2. 2.1. Minimum allowable soil pressure 1,500 PSF. See Table R401.4.1 for specific soil presumptive load bearing values of foundation materials_ 3. CONCRETE: 3.1. Concrete compressive strength at 28 days: 2,500 PSI (Normal weight). 3.2. Reinforcing bars: ASTM A615 (Grade 60). 3.3. Welded wire fabric (WWF): ASTM Al 85. 3.4. Detail reinforcement in accordance with ACI 315. 3.5. Concrete coverage of reinforcement: Footings 3; bottom and sides. 3.6. Earth supported slabs: (including exterior walk and driveway slabs) 3 Y2" thick, reinforced with 6 x 6 - 10 x 10 WWF at mid depth of slab. Fiber -mesh may be used in lieu of WWF at contractor's option. 3.7. Concrete operators shall comply with ACI standards. 3.8. Lap splice shall be as follows: #5 bar 25"; #4 bar 20" and #3 bar 15". 4. MASONRY: 4.1 Design and construction shall conform to the specification of the National Concrete Masonry Association and ACI 530. 4.2 Minimum masonry unit strength: fm 1,900 PSI. 4.3 Mortar shall be type "S" or "M'. 4.4 All block cells and cavities below grade shall be filled with concrete when sternwall is greater than 24" tail above grade. 5. WO D: 5.1 Wood structural framing members: #2 Southern Yellow Pine (unless noted otherwise) with an allowable bending stress (fb) per NDS-91 = 1,250 PSI and a modulus of elasticity = 1,600,000 PSI. 5.2 All exposed wood or wood in contact with earth or concrete to be pressure treated. 5.3 Roof sheathing: 1/2" C-D grade plywood (or 15/32" OSB) under 30# felt under 240# fiberglass shingles. 5.4 Untreated wood shall not be in direct contract with concrete. Seat plates shall be provided at bearing locations without wooden top plates. Areas: Live Loads Dwelling Floors: 40 PSF Balconies: 60 PSF Guardrails / Handrails: 200 PSF Balusters: 50 PSF Shingle Roof: 20 PSF Built-up Flat Roof: 20 PSF Tile Roof: 25 PSF RX97, Me 10 PSF 10 PSF 10 PSF 10 PSF 10 PSF 10 PSF 15 PSF GENERAL NOTES: 1 All work shall conform with the latest adopted edition of the Florida Building Code, Mechanical Code, Plumbing Code, The National Electrical Code and all applicable codes and regulations, local, city, state, federal, safety board of fire underwriters and fire department. 2. Workmanship shall be equal to the best trade practices. 3. All installations of manufacture's specifications shall be in exact compliance with manufacture's printed instructions. 4. Contractor and / or owner shall verify all existing conditions and dimensions before any phase of construction is to commence. Daniel M. Ossman Drafting Service is NOT responsible for any errors in dimensions. 5. Contractor and / or owner shall coordinate all work between site, building electrical, mechanical and plumbing before each phase of construction begins. 6. DO NOT SCALE PLANS. I NCB DATE DESCRIPT;ONI 7-- 8 1E 9 0 cc a) T CL C) chap 10. (D M ce) Q c,4 L_ ") CL -0 UC:) as 0 C -r- 2 -;- "C) < co -0 C: 0 (D C cc 60 Q -0 C a -tot -0 ui U_ (n CU Cn CU U) cs a- E (D E :3 0 L)P co < > a, 0 E in M - E CI. -0 - 0 CO) V) 0 CO a) C? w 0 0 ca M M C) C 0C. 0 ::�. - 0 -0 5, CD (D C11 cD a) o �c CU a) = Cl- 0 0 - U) UJ U) F_ UJ 0 .J < < Cr D F_ 0 C) D Z) F_ A* 0*4 V SECTION 2406 SAFETY GLAZING 2406.1 Human impact loads. Individual glazed areas, including glass mirrors, in hazardous locations as defined in Section 2406.4 shall comply with Sections 2406.1.1 through 2406.1.4. Exception: Mirrors and other glass panels mounted or hung on a surface that provides a continuous backing support. 2406.1.1 Impact test. Except as provided in Sections 2406.1.2 through 2406.1.4, all glazing shall pass the impact test requirements of Section 2406.2. 2406.1.2 Plastic glazing. Plastic glazing shall meet the weathering requirements of ANSI Z97.1. 2406.1.3 Glass block. Glass -block walls shall comply with Section 2101.2.5. 2406.1.4 Louvered windows and jalousies. Louvered windows and jalousies shall comply with Section 2403.5. 2406.2 Impact test. Where required by other sections of this code, glazing shall be tested in accordance with CPSC 16 CFR Part 1201. Glazing shall comply with the test criteria for Category II, unless otherwise indicated in Table 2406.2(1). Exception: Glazing not in doors or enclosures for hot tubs, whirlpools, saunas, steam rooms; bathtubs and showers shall be permitted to be tested in accordance with ANSI Z97.1. Glazing shall comply with the test criteria for Class A, unless otherwise indicated in Table 2406.2(2). 2406.3 Identification of safety glazing. Except as indicated in Section 2406.3.1, each pane of safety glazing installed in hazardous locations shall be identified by a manufacturer's designation specifying who applied the designation, the manufacturer or installer and the safety glazing standard with which it complies, as well as the information specified in Section 2403.1. The designation shall be acid etched, sand blasted, ceramic fired, laser etched, embossed or of a type that once applied, cannot be removed without being destroyed. A label as defined in Section 202 and meeting the requirements of this section shall be permitted in lieu of the manufacturer's designation. Exceptions: 1. For other than tempered glass, manufacturer's designations are not required, provided the building official approves the use of a certificate, affidavit or other evidence confirming compliance with this code. 2. Tempered spandrel glass is permitted to be identified by the manufacturer with a removable paper designation. 2406.3.1 Multi -pane assemblies. Multi -pane glazed assemblies having individual panes not exceeding 1 square foot (0.09 m2) in exposed areas shall have at least one pane in the assembly marked as indicated in Section 2406.3. Other panes in the assembly shall be marked "CPSC 16 CFR Part 1201" or "ANSI Z97.1," as appropriate. 2406.4 Hazardous locations. The locations specified in Sections 2406.4.1 through 2406.4.7 shall be considered specific hazardous locations requiring safety glazing materials. 2406.4.1 Glazing in doors. Glazing in all fixed and operable panels of swinging, sliding, and bifold doors shall be considered a hazardous location. Exceptions: 1. Glazed openings of a size through which a 3- inch -diameter (76 mm) sphere is unable to pass. 2. Decorative glazing. 3. Glazing materials used as curved glazed panels in revolving doors. 4. Commercial refrigerated cabinet glazed doors. 2406.4.2 Glazing adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door where the nearest vertical edge of the glazing is within a 24-inch (610 mm) arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches (1524 mm) above the walking surface shall be considered a hazardous location. Exceptions: 1. Decorative glazing. 2. Where there is an intervening wall or other permanent barrier between the door and glazing. 3. Where access through the door is to a closet or storage area 3 feet (914 mm) or less in depth. Glazing in this application shall comply with Section 2406.4.3. 4. Glazing in walls on the latch side of and perpendicular to the plane of the door in a closed position in one- and two-family dwellings or within dwelling units in Group R-2. 2406.4.3 Glazing in windows. Glazing in an individual fixed or operable panel that meets all of the following conditions shall be considered a hazardous location 1. The exposed area of an individual pane is greater than 9 square feet (0.84 m2); 2. The bottom edge of the glazing is less than 18 inches (457 mm) above the floor; 3. The top edge of the glazing is greater than 36 inches (914 mm) above the floor; and 4. One or more walking surface(s) are within 36 inches (914 mm), measured horizontally and in a straight line, of the plane of the glazing. Exceptions: 1. Decorative glazing. 2. Where a horizontal rail is installed on the accessible side(s) of the glazing 34 to 38 inches (864 to 965 mm) above the walking surface. The rail shall be capable of withstanding a horizontal load of 50 pounds per linear foot (730 N/m) without contacting the glass and be a minimum of 1 1/2 inches (38 mm) in cross -sectional height. 3. Outboard panes in insulating glass units or multiple glazing where the bottom exposed edge of the glass is 25 feet (7620 mm) or more above any grade, roof, walking surface or other horizontal or sloped (within 45 degrees of horizontal) (0.78 rad) surface adjacent to the glass exterior. 2406.4.4 Glazing in guards and railings. Glazing in guards and railings, including structural baluster panels and nonstructural in -fill panels, regardless of area or height above a walking surface shall be considered a hazardous location. 2406.4.5 Glazing and wet surfaces. Glazing in walls, enclosures or fences containing or facing hot tubs, spas, whirlpools, saunas, steam rooms, bathtubs, showers and indoor or outdoor swimming pools where the bottom exposed edge of the glazing is less than 60 inches (1524 mm) measured vertically above any standing or walking surface shall be considered a hazardous location. This shall apply to single glazing and all panes in multiple glazing. Exception: Glazing that is more than 60 inches (1524 mm), measured horizontally and in a straight line, from the water's edge of a bathtub, hot tub, spa, whirlpool, or swimming pool. 2406.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 60 inches (1524 mm) above the plane of the adjacent walking surface of stairways, landings between flights of stairs, and ramps shall be considered a hazardous location. Exceptions: 1. The side of a stairway, landing or ramp that has a guard complying with the provisions of Sections 1013 and 1607.8, and the plane of the glass is greater than 18 inches (457 mm) from the railing. 2. Glazing 36 inches (914 mm) or more measured horizontally from the walking surface. 2406.4.7 Glazing adjacent to the bottom stair landing. Glazing adjacent to the landing at the bottom of a stairway where the glazing is less than 36 inches (914 mm) above the landing and within 60 inches (1524 mm) horizontally of the bottom tread shall be considered a hazardous location. Exception: Glazing that is protected by a guard complying with Sections 1013 and 1607.8 where the plane of the glass is greater than 18 inches (457 mm) from the guard. 2406.5 Fire department access panels. Fire department glass access panels shall be of tempered glass. For insulating glass units, ail panes shall be tempered glass. SECTION 2407 GLASS IN HANDRAILS AND GUARDS 2407.1 Materials. Glass used as a handrail assembly or a guard section shall be constructed of either single fully tempered glass, laminated fully tempered glass or laminated heat strengthened glass. Glazing in railing in -fill panels shall be of an approved safety glazing material that conforms to the provisions of Section 2406.1.1. For all glazing types, the minimum nominal thickness shall be 1/4 inch (6.4 mm). Fully tempered glass and laminated glass shall comply with Category 11 of CPSC 16 CFR Part 1201 or Class A of ANSI Z97.1. 2407.1.1 Loads. The panels and their support system shall be designed to withstand the loads specified in Section 1607.8. A safety factor of four shall be used. 2407.1.2 Support. Each handrail or guard section shall be supported by a minimum of three glass balusters or shall be otherwise supported to remain in place should one baluster panel fail. Glass balusters shall not be installed without an attached handrail or guard. Exception: Atop rail shall not be required where the glass balusters are laminated glass with two or more glass plies of equal thickness and the same glass type when approved by the building official. The panels shall be designed to withstand the loads specified in Section 1607.8. 2407.1.3 Parking garages. Glazing materials shall not be installed in handrails or guards in parking garages except for pedestrian areas not exposed to impact from vehicles. 2407.1.4 Glazing in wind-borne debris regions. Glazing installed in in -fill panels or balusters in wind-borne debris regions shall comply with the following. 2407.1.4.1 Ballusters and in -fill panels. Glass installed in exterior railing in -fill panels or balusters shall be laminated glass complying with Category 11 of CPSC 16 CFR Part 1201 or Class A of ANSI Z97.1. 2407.1.4.2 Glass supporting top rail. When the top rail is supported by glass, the assembly shall be tested according to the impact requirements of Section 1609.1.2 (HVHZ shall comply with Section 1618.4.6.4). The top rail shall remain in place after impact. Fj LL&P CELI_ �� E r §AL- % rk tk ,g ka 3 V AI "a.= 01 J ""�i _.a �t4'` , F MASONRY GARAGE DOOR JAMB DETAIL � 1 c E f 1 h _ SCALE- N.T.S. '"'CA , r Job,tii4 11r7i LLE2, ." V ! CL2, L_` EX k BUCKSTRIP INSTALLATION DETAIL U FRAME GARAGE DOOR JAMB DETAIL SCALE- N.T.S. lad ,�E ob C 4r— 1 -3/4" 1 1 k "..� AxL FRAME DOOR ATTACHMENT DETAIL SCALE.- N.T.S. 0 CSCZEWS, PE2 511PE t t ` F>L2C:' CAI L. 01 r C. I FRAME WINDOW ATTACHMENT DETAIL 14z__ ff k M, r. N. 1, r 1 I , M. T F Mkll BxPass Combinations Door Size A18 2 Panel - 2 Track 510" 29 7/16 p 8� 6T3 6'0" 5 716 sif" 7116 M 59 7/16 Doug Size A/C B 3 Panel - 3 Track Pk" 351/2 331/2 der 1t0" 1/2 112 15'0" 591/2 59 57 571/2 12 Door Size A B C 3 Pane! Track 910" 36 5/8 34 9/16 35 7/16 LXs , c 485/8 469/16 477116 15T' 605/8 589/16 597116 i Door size AID o/c 4 Panel - 2 Track 21" 357,116 34 11116 a li , c Pocket Combinations Door size A 1 Panel -1 Track 3'!?" 36 5116 410" 485/16 i 5'9" 605./16 i I t Door Size A B 2 Panel - 2 Walk 6`r 34 3/8 35716 819" 463.18 477/16 Door Size A B C 3 Panel - 3 Track TV 343/8 331/2 357/16 127 46 3/8 45112 477,116 1510" 583/8 571/2 597/16 Door Size A/B 2 Panel -1 Track 60' 35V16 ;AjB 810" 47 7/16— TTr• 59 7/16 I , Dow Size A/D B/C 4 Panel - z Track Vol 28118 2815./16 1210' 3415/16 4618 76'fl" 4b I18 4615/16 � Note: Sizes above are buck dimensions and not rough openings. IMIRSIF. MI. Ikk f Nominal Double Pocket Actual Frame Width* Hookstrip To Hookstrip 2P-11-l. & R Bypass Sliding Glass Doors Actual Frame Size* 2P-2T 510" x 6'8"/8'0" XX.0X.X0 60 x 80196 6'0" x 68"187 XX.0X.X0 72 x 80/% 8'0" x 6'8"/8'0' VIOX,XO 96 x 801% 10'0" x 6'8"/8'O'+ XX,OX,XO 120 x 80.,96 3P•2T 97x 61"f8'0" OX0 108 7/8 x 80/96 12'0" x 6'8"/8'0" OX0 144 7/8 x 80/96 15'0"x 6'8'18'0"t OX0 180 718 x 80/% 4P-2T 10'0" x 6'8'/8'0" OXXO T 19 5/8 x 80/% 127 x 6'8"/810" OXXO 143 5/8 x 80196 167 x 6'8"/8'0" OXXO 1915/8 x 80/% 3P-3T 9'0" x 6'8"/Wfr 106 3/4 x 80/96 '+2'0"x 6'8"f8'0" 142 3/4 x 80/96 15'0" x 6'8"/8VI v 178 3/4 X 80/% 4P-4T 1 0'0" x 6'8'/8'0' XXXX 117 1/2 x 80/96 127 x 6`8"10" XXXX 141 1 /2 x 801% 16'0"x 6'8"'8'0' X)v 1891/2 x 80/96 ' 1 • 1 Nominal Single Pocket Actual Franke Width* lamb To Hookstrip 1 P-]T-UR 3'0" x 6T,187 71718 36 SiM 57 x 6'8"/8'0"t 119 7/8 60 5/ 16 2P-2T-M 5'0"x 61"/8'0" 881 /2 5815/16 6'0"x 6'8"/8'0" 106 ]/2 7015/16 8'fY'x6'8"/8'0" 142112 9415/16 100"x6'878'0"t 1781/2 11815/16 3P-3T L/R 9'0"x 6'8"/B'0" 1411 /4 10511116 12'0"x6'8"/8'0" 1991/4 14111/16 15'0"x 6'8"/8'0"t Z37114 17711/16 4P-4T UR 10'0"x er/8'0" 46 1167116 12'0" x 6'8"lff 76 1407116 16'0"x 6'8"/8'Q" 236 188 7/16 20'0"x 6'8"/8 0"t 296 236 7/ 16 Notes: *.Actual Frames Sizes shown do not indude wood buck or shims. t Available in 500 Series only. All openings must be plumb and square. Masonry opening sizes reflect nominal 1"thick pressure treated wood buck strips. Wood frame openings are calculated with the drywall butted to the window frame. 5'0"x6'8"/8'0" 1191/8 60 6 e'1"x 68'18V 1431/8 71 1.11RIT.M. MEN IM1114111,111111111i k k • k i k 3'6"x68"i8'0" 1911/8 96 NameMasonry Wand Name Masonry Wood 1iY0x6'8"/8`0"i 2391f8 110 V*L&R �4 373/4x50518' 36114x4-g719 5040e 613/4x49 601/4x48`114 1c70"xb'8"f80" 1765f8 1171/2 25 373/4x63 361/4x621/4 5050e 613/4x61 60114x60114 12'0"x6'8"f8`0" 2125f8 1411f2 :2' S3718x26 523} it 5060e 6.3/403 60]f4x72114 16V'x 6'8''/810" 284 518 1891/2 33 53 7/8 x 38 3/8 52 3/8 x 37 5/8 6020 73 314 x 25 72114 x 241/4 -34e 53 7f8 x 50 5111 5234f0 6030e 73.3/4,x 37 721/4x 361 /4 + k k kk + k k+ k 35e 537/8x63 5Z3/8x621/4 6040e 73314x49 721Mx48114 Name Masonry Wood Name Masonry Wood 36e 53:7Ax73 523/$x72114 6050e 7433WO 72114 c.60.114 12 19'7/8 x26 183/8 x 251/4 3040,37 3/4,x49 361f4x481 4 42 74 718 x 26 73 318 x 251/4 4060e 73 3/4 x 73 7213 4 x 77 t, 4 T 3 19 7/8 x 38 3/8 18 318 x 37 5/8 3044 37 3/4 x 53 36114 x 52114 43e 747/8-x38318 73-3/8 x 375/8 In -IF, � k . , a 14_ 197/8x505/8 ]83181t4 7f 3050e =, 3J 3t ,xfz1 361/4xf t"t4 44e _747f8x50518 13318x497/8 Name Masonry 1AP004 15 197/8x63 183/8x621/4 3060e 373/4x73 36114x721l4 45 .- 74718x63 733188fi21f 1-. 16 71 , x73:. 1$3f8x72T14' .4,14r2S 4i3t1+Fx241/4 46e 747/8x73 733;8x721/4 103733/4x25 72 /4xi41r'4 $ °* 6030-3 733/4x37 72tt4x361/4 1A2 271/4 x 26 25 3/4 x 251/4 3430 413/4 x 37 40114 x 361/4 Horizontal RollerModular 604(43 , 73 3/4x49 11448 114 1A3. 2711408318 2530:z3Z5 ': '21 "-�14x45 40t14x114 Y 60503 33/4x61 2 /4x601,4 Name Mason Wood 7 7 1 1A4 271/4 x 50 5/8 25 314 x 49 718 3440 413/4 x 49 401/4 x 48114 2020 25 3/4x:25 24114 x 241/4 7020=3. 853/4 x 25 841/4x 241 /4 CAT` 27 . 63 25314 x 62114 < 4T3/4 x 53 4i1114 x'S31t14. 2030 25 3/4 x 37 241 /4 x 361/4 7030-3 85 3/4 x 37 841,14 x 36 'i:'4 lA6 271/4 x 73 25 3/4 x 721/4 3450e 413/4 x 61 401/4 x 60114 25 3/4 x49 241,EU48 414 7040-3. 85 3/049 .841/4kk4844 .22 37 3(4.x 26 361/4 Tt 251/4 3460e = 413/4 x 73 4"01* Tf4 3020 37 3/4 x 25 361/4 x 241/4 7050 3 85 3/4 x 61 841,4 x 60 V4 23 37 3/4 x 38 3/8 361/4 x 37 5/8 3820 45 3/4 x 25 441 /4 x 241 /4 3030 37 314 x 37 36-1/4 x-36114 8o20-3 97 3/4 x25 % 114.x24114 24 373/4 x 50 5/8 36414x49 7f8 3930 453/4 x-17 441/4 x 6,1/4 3040 37 314 x 49 361/4 x 481/4 8030-3 97 3/4 x 37 % 1/4 x 361/'4 Z5e 37 314 x 63 361 /4 x 621/4 3838 45 3/4 x 45 441 /4 x 441/4 3050 37 3/4 x.61 36 1/4x-6014 8040-3e 97 3/409 961/4 x 48 l/4 26-e37314z73 36]/4`x72.1d4 3840 .` 45'3/4x49 44i14x48 4 4020 493f4x25 481/4x241/4 80503e 973/4x61 a114x6014 37 53 7/8 x 26 52 3/8 x 25114 3844 45 3/4 x 53 44114 x 52114 4030 49 314:x3?: 1/4-x:w� 9020-3 109 3/4 x25 108 1f4 x 241?4 3r�- 5$7-Rx383/8; 523/8x37.571 385(lt' 45314x61 441f4ik 4040e 493ldx49 481f4x481f4 9030-3e 1093/4x37 1081/4x361/4 34 53 7/8 x 50 5/8 52 3i6 x 49 7/8 3860e 45 3/4 x 73 44 7/4 x 721f4 4050e 49 314 kt1- 49-04 T/4 9040-3 a 109 3/4x49 1081/4 x 4811,14 3 53,718 x 63- 52 378x 1/4 4010 - 49:31+] 25 ' 48 14 * 4060e 49 3/4 x 73 481/4 x 721,14 9050-3e 109 3/4 x 61 1081/4 x 601r4 36 e 53 7/8 x 73 52 3/8 x 72114 4030 49 314 x 37 481 /4 x 36114 39M 63.3/4"x25 Ti0"1/424/4 'Single Modular 4038 ":.: =493/4 :45 481/4x441f4' 5030e 613/4x37 601/4661/4 Name Masonry Wood 4040 49 34 x 49 481/4 x 481/4 2020 2531025 34;1Y4x24114 4044 493/4x•53 0 114x52 114 Mulling Components 4050e 49 3.14 x 61 481/4 x 60114 2030 253/4x37 241/4x361f4 —� 4060e ' 493/403 481/4x72 4 r @•" 2031 253/4:1r4S AIM"LOW ��a# - 4420 53 7/8 x 25 52 3/8 x 241/4 _ 2040 25 3/4 x 49 24114 x 481 14 Ji --- -=' 4430 53'71$1r37 S23f83t1/ti_. ��kk li F '25,3/4 x 53 241, 4151.1f44438 53 7/8 x 45 52 3/8 x 441/4 2050 25 3/4 x 61 241 /4 x 601 /4 2 25 3/4 x 73 24 ]lq x 121/4 4444 53 7/8 x 49 523f8x 4$`l14' 3.8DB 1� i y; t 2820 33 3/ 4 x 25 321/4 x 241/4 4444 -3 7/8 x 53 32 3/8 x 521i4 -t .,r 4450e' 537/8x61 52318ik60'1/4 i ' a�rssuuwxMVEW rk 2830 33 3/4 x 37 32114 x 36114 ir�5vw") • srAlxuauruatranwaa 4460e 53 7/8 x 73 52 3/8 x 721/4 va, kxs, ixs, zx;s,rxs 2838 33 3/4 x 45 321/4 x 44114 2W 333.14x49 321/4x481/4 ' ' ' ' '' - 3.*k> 2844 33 314 x 53 321/4 x 521/4 blame Masonry Woad 4850 : 33 3/4 x 61 321/4x 001/4 1A2 271 /4 x 16 25 3/4x 251/4 2860e 33 3/4 x 73 321/4 x 721/4 1A3 27114 x 38 3/8 25 3/4 x 37 5/8 15Q 1_.a v STANDRA4hikH.tM3tB MULINCLIF, 10291 37314x25 36-714x,341$ TA4 2171/4xS0518253/4x49718 ixzm,kx4 3030 37 314 x 37 361/4 x 361/.4 22 37 3/4 x 26 361 /4 x 251 /4 3038 37/4'x45 36 7141ti4 }f4 23 37 3/4 i 38 3/8 361/4 x:375f8' e - Meets or exceeds egress requirement e' - Does not meet egress requirement in 9000 and 975 Series. r P t� 0 CD kn co �low WV) nC, l < 0 m 0 —Uj_jU_ �_ � C C 0 a E 'S'- 2 E 0 tti Q M :E (D a) M �< ® E-a 0 �a E E E y U) 0 M (v (H C ® n co ® - Q3 ® gti �- �� ��t12 0 ® C .VE 0 �0 Ul92Calal JOB NO. MASTER DAiE �JULY1,2015 N`RAWN B y Daniel M.rOssman -SHEET -, SCALE- N.T.S. SCALE: N.T.S. S-3 APPLICATION INSTRUCTIONS TimberNnee Series shingles come fr (aoarnm) - s• (x,) In ether 36" (914mm) or 36-15116" 14• , (938mm) lengths, depending on ,�11-1rr (292mm) "'— 16.1381t—) j 12-1/r f3lammj� tiongle brand. AppNcation Instruc- (._ t (25nxn) - +•trr (38nxn) 1 t' ) _ 1-11r (3€hrvn) —�I - 1 (2 ) 1 + ) 1 (25nan) - IArr (38mm) —►I bons appiY to both. it - F - 0 0 0 �0` These shingles must be nailed a (304mm) r----ti se"Seal 4I i'__ nominal 5-5t8" (143mm) from bottomnominawyeis �) Adhes„ro ! 5, „•rl,+a4,�„"n� vowd of shingles, as shown, to allow for t `g' i throuVh penetration through the double ply area just above the tabs. Nails should remain unexposed. Standard No" P%adem - four nalns per &hkoe NOR C uk* six INW Patten Une GENERAL INSTRUCTIONS • ROOF DECKS: For use on new or reroofing work over well -seasoned, supported wood deck. before sealing or are not exposed t0 adeglfate surface temperatun es, o If the self -sealant gets light' wiNn maximum 6" (152mm) wide lumtaer, having adeque nail-Pi� dirty, lire sttingies may r s�I. Farktre to seal urxder tflese circumstances results from the capacay and smooth surface. Plyworod decki as recommended by The Engineered Assn. is acct'ptab�. Piyauooxl decks for C1a55 A installations must be 3t8" (1�rfm} thick or ure of se8-seal'rnq stories and is not a m�uafactursn� defect. To insure immediate sealit 4 tester sized tks of shrctle tab adhesive orr the bads of tt� sffingie 1' (25mm)rcf 13" itkfe greater with umdefiayments as Hated below. Shingles must rr be fastened okrectly to insulation } in from each side end 1 (25mxrt) rip frtxrt txnttom [tie shntg�. The shingle must o insulatead deck unless authorized in writirx3 by GAF Materials Corporation. Roof tdecks and facir k#t firmly into the tf blistering exi�sta material must be pilot to application of shingles. TE: rot of excess tab adhesive can cause of the shingle. ti iRI.A NT: Undtrlaym�tt s has many benefits, including preventing For maximum wind resistance along rakes, cement shingles to underlayment and each other in wind driven rain from rear the interior of the and prevent' sap in sore wood decking from Underdayment also by many bod- a 4' (102mm) width of asphalt plastic rot cement. (VOTE: The film the back of each are to sty toget u of the shingles reacting with aft shingles. is required code ies. Consult your loacal building department for its rZ�uemerts. where an underlayment is to strips on shingle prevent whole in the bundle. Their removal is NOT durirnt�� applicafion. be installed, a breather -type underlayment such as is mc-s Shingle-Mate•underlayrhent is rec- • CANADIAN COLD WEATHER AP ICATIOFIS: CSA 123.5-M90 mandates that shin- ommended. Underlayment must be installed flat, without wrinkles. gles applied between September 1 and April 30 shall be adhered with a compatible field -applied • FASTENERS: Use of nails is recommended. (Staple specifications and application adhesive. See wind Resistant for GAF Materials Corporation's recommendations for the appli- instnictions are available from GAF Materials Corporation, Contractor Services Dept., 1361 cation of that adhesive. Alps Road, Wayne, NJ 07470.) Use only zinc coated steel or aluminum, 10-12 barbed, deformed heads 318" (10mm) to 7/16" (1�) • MANSARD AND STEEP SLOPE APPLICATIONS: For roof stopes greater than 21' (1750mm1m) foot (do NOT use on vertical side walls), shingle sealing must be enhanced by or smooth shank roofing nails with in per dils tab diameter. Fastaws should be tong enough to penetrate at least 3i4' (19mm) into wood hand sealing. After fastening the shingle in place, apply 4 1 of shingle adhe- Resistant 'the be firmly into the decks or just through the plywood decks. Fastems must be driven flush with the surface sive as indicated in Wind above. shingle mulct pressed adhesive. of the shingle Over driving willdamage the shingle. Raised fasteners Witt interfere with the •EXPOSURE: 5" (127mm) sealing of the shi For normal installation, four fasteners must be installed per shingle, THROUGH YfNTNAiION: All roof structures must be provided with through ventilation to Ventilation a rtottlnal 5-518"3mm) up from the bottom t1f the shin Ie, to penetrate bath layers of event entrapment of moisture laden air behind roof sheathing. provisions must at the shingie. Fasteners must be installed approximately 1" 1 1l2" (25 38mm} and least meet or exceed current F.H.A., H.U.D. or local code minimum requirements. 11-112"-1 -112" (292 318mm) from each side. • NON -CORRODING METAL DRIP EDGES: Recommended along rake and eave edges on • WIND RESISTANT: These shingles have a special thermal sealant that firmly bonds the all odds, esctally decks. sh' t her after application when exposed to sun and warm temperatures. Shingles •ASPHALT PLA�EMENT: For use as shingle tab adhesive. Must conform to ASTM installed all o Writer may r� sal until then" Spring. If shingles are damaged by winds D4586 Type I or If. +� Unoderlayment• Standard Slope-4112 (333mrn/m) or more Applic atim of underlaymu: Cover deck with one layer of underlayment installed without wrinkles. Use only er"h nails to hold underlayment in ace untif covered by shingles. RR�Iien Of lave flashing: install eave flashing such as GA Materials CorT3(10mm) tton Weather Witch* or StormGuard, Leak Barrier in localities where leaks may be causedater ti=irfg up behind ice or debris dams. Eave flashing must overhang the roof edge by and extend 24' (610mm) beyond the inside wall line. 4" (102rmn) Deck 12• (3()5mm) Weather watch' f Minimum Slope, or StortnGuard" For tamer sit i /' Des, sae Box 1 a. ��/_-/ Leek Barrier. AN sheets are 36" (914mm) wide whiagie-Mate' urxier4aynsent. NF Along fie, place drip edge on top of undertayment. 73W Roof overhang (102mm) {5imm} Sods Lap End Lap Along eaves put undeftyment on top of metal drip edge. 18 Underteyment: Low Slope 2/12-4/12 (167mm-333mm/m) Applicaillert of underlayment and eave flashing: Completely cower the deck with two layers of unded as shown. Use only enough nails to hold underlayment in place until covered by shinglesTse rblind nailing for eave flashinggs. At eaves and where ice dams can be expected, use one layer of GAF Materials Corporation Weather Watch® or StormGuard• Leak Barrier. Eave flashing must overhang the roof edqe by 3/8• (10mm) and extend 24' (610mm) beyond the inside wall line. Where ice dams or debris lams are not expected, install 2 plies of Shingle -Mate" underlayment. Low sloe to 4" weather WWd? (Sinn to t0 mm)or S rrnCauard• 12" (3{)5mm) /!/ Leak Barrier. Ail sheets are 3W (914mm) wife Shit�e-Meta° urtdertayrnent. Rake drip ad 318" (10mm) Roof 2 Starter Course Apply as shown. Stan at enter rake and fay in either direction Nan_cor ing Metal Drip Edge For maximum grind resistance along rakes, cement shingles to underlsyment and each -.— other in a 4" (102mm) width of asphalt plastic roof cement. Trim 6"{152mm) from end of first shingle Lap Sheets 19" (4831mm) to provide double coverage. Eaves drip edge Undeaeymeot 5.\411(p Plate shingle 318" (10mm) over save and rake edges to provide drip edge Trim tabs off all starter course shingles, then place and nail as strewn, 3" to 4" (76mm to 102mm) from save �! First Course ii Start and continue with full shingles laid flush with the starter course. Shingles may be laid from left to right or right to left. DO NOT lay shingles straight up the roof since this procedure can cause an incorrect color blend on the roof and may damage the shingles. I renarive,=nd nlfnue t course h whole rdes mie shingte pad 3,V Mr—) es to pravde drip edge 4 Second Course Start and continue second course as shown. Trim 6" (152mm) from the end of the shingle. Position the shingles in the second and subsequent courses flush with the tops of the wide cutouts. This results in a 5" (127mm) exposure. Continue with full width shingles across the roof. Strike a chalk line about every 6 courses to check parallel alignment with eaves. NOTE: Shingles may be laid from either left or right hand side. Start at either rake edge with shingles having 6" (152mm) trimmed from rake. First Course Trim shingles 6" (152mm) 5 Third Course Trim 11" (279mm) from the first shingle in the course then continue with full shingles across the roof. l • ♦ r r` ♦ ♦ % rrr r_r r %j ♦ r e Trimmed Shingles First Course Full Shin 6 Fourth Course and Remaining Courses Trim 17" (432 mint) from first shim in the course, then continue with full shingles across the roof. Fifth and sutsequent courses repeat full shingle instructions from Step 3. Fifth Course Full Shingle Third Course --/— Fourth Course ---, Air" r : r e r rr r r ? ♦ r♦' r ♦ r ♦ rrr rrrr 1� Trammed Shingles Se 7 Hip and Ridge For single layer application, use hip and ridge shingles and apply as shown. To enhance appearance, use GAF TIMBERTEX® or a double layer application of Universal Hip & Ridge. (One bundle of TIMBERTEr Hip & Ridge confers 20 lineal ft.--6-1 meters.) For double application, start with triple thickness of precut Hip & Ridge shingles and continue remainder with double thickness. Fasten in same manner as single application shoran. Apply laps away from prevailing wind direction. 8" (203rmm) exposure Bond Hip & Ridge shingle TIMBERTEX* centered over Flip or Ridge Hip & Ridge A��'K Nall 9" (229mm) from bottom and 5" (127mm) 1" (25mm) from edge exposure Nail 5-518" (143mm) from bottom and 1" (25mm) from lunge Re-Roofingg old asphaN shirlgies are to remain in place, nail down or cut away all loose, curled or lifted shin - If s; ri lace with new; arxl�st bore then * mo", sweep the surface clean o f al loose debris. Sirceykrr may slavtf the lieu be sure the =ram shams pprrt> a Fastos itxust be stficient to penetrate the olio at least 314• (19mm) or just thra* plywootl. Follow ()tort above instructions for cau()n. Note. Shingles can be applied over woof shingles when precautions have�e. n taken to provide an acceptable smooth surface. This inckides cutting back old shingles at eaves and rapes and installing new wood strips as needed. Make surface smooth and use beveled wood strips if necessary. Install #�nderlayment to maintain Class A rating. This product is sold with an express LIMITED WARRANTY tuftyy. A M of the LIMITED WARRANTY stating its t) mis and restrictions is printed on the protdtlGt wrapper or may be obtained fivm the diwibutor of this product or dirt?oly from GAF Mattrlals corporation. Any deviation from printed smstrl�tifns shall be the responsibility of pticator andlor speciflen. Precautionary Notes TimberW Seriess shams are fiberglass, self-sealing asphalt shingles Because of the natural charaderisti ,cif the h' qualit w erprooftrtg material used, these shingles will be stiff in cold weathlx and flexible in fxzt weather. 1. Bundles should not be dropped on edge nor should attempt be made to separate shingles by 'breaking' over ridge or other bundles. 2. Handle carefully. Shingles can easily be broken in cold wea w or their edges damaged in hot weather. 3. All exposed materials must be of Class A type. 4. Storage should be in a covered, ventilated area --maximum temperature 1101 (43°C.) Store on fiat surface and use weight equalization boards if pallets are to be double stacked. 5. pdSSfh�mwin�dssmaianautdrrsxe tcstba,o reet btpcifre�r.o, atorepexpcptilneieecddsttefutrdn�oiinbct�tr�uwto. erPAaeRtflfstero)eLraltlwoirtitexf�t DsctCuoOrrseL,d Dmtahaptesetrtsibhoeidnsssigtteltoee.r rs eDidnMo oaUnro1SmtTenssbtdowesrh.e horat>nel�d aisrse�taelaendme. Resistant insiructtorns. a Waft Flashing (Sloped Roof to Vertical VVWQ Sheathing -r-5,0 * ' Siding 5" (127mm} fain. hAetan Flashing (Nailed to ft deck, not to vertical side wall) 9 Chlmneyr Flashing Ntwlw"7ridrng metal courft-flashing to extend do"~ bow flashaV tit 0 Valley Constructlon-Closed Cut center fib wkM roll Of weather wain' Laic f�rtrsr` (lid" (15ZT4r -- *-"' end teps) in veaey. r 1rts1 9 wNh Roofing Cement ►- Roofing Cement -a---- Shingle +--- Roof Declt Valley Extra fastener in r t end of shingte Mrnrnetf r (51mm) lain rabary t;ataerYres 11 Valley Construction -Open cricket an high We of chimney NW -corroding meaaf base fgshing. One place step flawing for each course, cameM in place and Han with 2 natls. Bom and)ktg shhigles in as" Plastic cent - No fps we in 8' (152rnrrt)of vna at West t } t heyoad valley cergerlkre Clipped comer set Y in rat" cen"int faun snorter eapt an f a►pt�le ally acro$ valley tr (305=rra ran ROOF DIAPHRAM NAILING SCHEDULE ROOF EDGE j �I ROOF DIAPHRAM NAILING SCHEDULE Consult Section R 803.2.3.1 For Additional info 1 8d Ring Shank Nails @ 6" o.c. Edges & @ 12 o.c. Intermediate 2 8d Ring Shank Nails @ 4" o.c. Edges & @ 6" o.c. Intermediate 3 8d Ring Shank Nails @ 4" o.c. Edges & @ 4" o.c. Intermediate NOTES: A. See Structural Notes for sheathing specifications and wind speed. S. End joints of the roof sheathing shall be staggered and occur over framing membe C. Schedule assumes sheathing is fastened directly to Southern Yellow Pine or Doug Fir or better. D. See truss Manufacture's truss engineering cut sheets for additional permanent bracing that may be required. E. "T" bracing may be used in place of permanent bracing provided it extends over at least 90% of the web. -r®— _—I:-- --.--.. —.L..-1 Plate lengths ..� must be at least 8' - 0" long (typ). p). S H EAR fAL. L PAN Consists of 1/2" CDX plywood or better nailed w/ 8d common nails, at 3" o.c. edges and 4" o.c. field also, glue where possible. All other plywood between shear panels to be nailed w 8/d common nails 4" o.c. edges and 8" o.c. field. rr, r M 9r W#7_ rr r _ e — %Jee I tFQ%J1 e e I a e e %J 1.1--9 9>711J1 e e eV141 BJ%JVVI a Ll%—,O 1 "1411 cou eat Ll III--/J�i�il ie ring and end of the shearwall segment adjacent to typical required double stud. NOTE: Use 1/2" diameter anchor bolt doweled into the slab or top course concrete filled stemwall (min. 5" embedment and set in epoxy). DANEL TYPICAL SHEARWALL SCALE: N.T.S. TYPICAL WINDOW HEADER SCHEDULE _ OPENINGS[ HEADERS. f -. 71 "L�z-. Double 2 x ® header SCALE: 3/4" = 1 ` - ®" Use Simpson "CS 16" strap or (equal), nailed to each stud w/ (2) 16d commons (typ). --7 headerSingle ! foropenings of • or Double header studs ♦ r for openings greater .. ' No connector required (typ). 1 e 1 1 e 1 - Simpson "HTT16" tension hold down ties required at the beginning and end of the shearwall segment adjacent to typical required double stud. NOTE: Use 1/2" diameter anchor bolt doweled into the slab or top course concrete filled sternwall (min. 5" embedment and set in epoxy). TA AT TYPICAL LOAD BEARING HEADER DE I1/-%IL /-%I EXTERIOR WALL ONLY See roof framing layout and elevations for more information 1 x 6 fascia board Cont. vented alum soffit - See elevations for exterior finish over tyvek water resistive barrier over 1/2" plywood sheathing 2 x _ P.T. plate w/ 1/2" anchor bolts 21 " o.c. (typ). IF I _ Min R - 30 baft or blol in ins ulation 5/8" drywall ceiling only See roof framing layout for connector r- • y� e= h � w . f= •• • � �sY arws W 1 � � 1'— 4" 2 - 5 cont. rebars TYPICAL WALL SECTION OPTIONAL SCALE: 3/4" ® 1'- 3„ 4" nc slab w/ fibermesh or 6X6X 10X 10w.w.m. over 6 rmil. vapor barrier on termite 1' - 6„ 2 - #5 coat. rebars SCALE, 3/4" m 1'- 0" DRAWN BY DANIEL M. OSSMAN i "L" BRACING REQUIREMENT'S STUD NO (1) 2' X 4" (2) 2" X 4" (2) 2" X 6" SPACING "L" BRACING "L" BRACING "L" BRACING "L" BRACING 16" 0'-0"-4'-5" 4'-5"-W-0" A-0"-12"-0" 12'-0"- 6'—AN 24" 0'-0"-4'-0" 4'-0"-7'-0" 7'-0"- ]0#-0" W-011- 14'-0" Scissor Gable - (1) 2" x 8" #2 S.P.F. �?a Each Vertical and (2) 2" x 8" Full Height @ Diaphragm Blocking +Y�YOYY NOTE: 1. "L Bracing must extend at least W/o of web length except, scissor gable which , requires brace to extend full height of gable. 2. "L" Bracing to be fastened to gable stud with 1 Od x 3" nails @a 4" o.c. SINGLE "L" BRACING DETAIL OWN, SCALE: N.T.S. RUBLE "L" BRACING DETAIL SCALE: N.T.S. WA 0 VM "ll. aU • ® : --�. y ® - e 1..0 1.01- -- . - e '4✓ s mar. W/ 1 - - a C , ) e Ebr, 0 sru SCALE: N.T.S. SCALE: N.T.S. m A • s s �r . i► �. rW r SECTION -TYPICAL GABLE END BRACING DETAIL SCALE: N.T.S. tl F50i 11 010 11 Op- EpLia, 214x 4-" oUllZ0kEZ Z411016. �Jmp5oj "LST&Ib rr ►.►IRA mflrA-lhm r N 9 CTION - TYPICAL BALLOON FRAMED GABLE END BRACING DET SECTION 4 �,' SCALE: N.T.S. ALTERNATE NON - DROP GABLE END DETAIL .SECTION f SCALE: N.T.S. cK1 1 c YG'° go co 4 go p ow po -0 C `4— 7 . O a) � 7 N o 70 ®o O M M O N �� CD o' C m c �- to -0 c: �CNQco -0cfu co:0 cu t/� o LLij_jU- c�IZ- t M 'D 0) � p 0 a 2 E U- ojM -0 < > � O CCU v E �= �°, �� 2 c/a E co 6- O C� O � 19 �® O cu� C'� a+ O M .® co 4) .c = i ui F— < W F— V) 0 SCALE: N.T.S. SCALE: N.T.S. S-7 SCALE: N.T.S. SCALE: N.T.S. S-7 14 El 0 LE \Pa4vvi 1 BOUNDARY, TOPOGR4PHIC& TREESURVEY SECTION 11, TOWNSHIP 26 SOUTH, RANGE 21 EAST PASCO COUNTY, FLORIDA LEGAL DESCRIPTION: LOTS 5 & 6, LESS THE SOUTHERLY 16 FEET OF THE WESTERLY 40 FEET OF LOT 6, BLOCK 211, TOWN OF ZEPHYRHILLS, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 54, PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. F.I.R. 5/8" LB 6382 Q \ `o 15 PALM w x�9 PALM\O -' �¢ 8� S.I.R. G2 ' 2 ALSO \ N 1( F.I.R. 5/8- LB 6859 0.6' WEST \ 6 iti1 & 1.8' NOR71 -: \ x1 �b .� SCALE 1 " = 20' 0' 10' 20' 30' r r r a. �X e° -n- v Se \ i LOT 4 x 1�A aka t4 �� �F 1 140 0 le o' r 12 CITRUS-- r r x r �h 4 FADIRT IR. 1/ �6' 107 DRIVE 6�G£ Q�S�c � LD' x el lb F.I.R. 5/8" LB 6859 _ --� 12 PALM Q7N---- ax`7' ® h r r x g2 "VA-CAIGT" r 1 r x �r�. r r A.P. 0. °� 6 x(2L, W110- 2a 2 �x C %J i7AK 65h i r F.I.R. 1/2" 6 �S• Sg r r r �1°� �, 0 3 40 6 F.1.R. LB pR �0 FL 71/2 �ti x40 0 -in �» f700F0bW 2sr Pr Tic 0 � �,�F- CER77RED TO: DARWN W 7ROYER, TRUSTEE OF THE DARWN W. 7ROYER REVOCABLE TRUST U7D 6-24-04 and RUTH ANN TROYER, TRUSTEE OF THE RUTH ANN 7ROYER REVOCABLE TRUST UTD 6-24-04 PC :Point of Curvature 7BM :Temporary Benchmark CONC :Concrete PT PRC :Point of Tangency :Point of Reverse Curvature 9M :Benchmark A.P.O : A Part Of PCC :Point of Compound Curvature PP :Power/utility Pole COV ;Covered PU :Point of intersection PSM :Professional Surveyor do Mapper MAS : Masonry SIR :Set Capped Iron Rod 1/2• 0962 LB ,Licensed Business RES. :Residence FIR :Found iron Rod RLS :Registered Land Surveyor P.B. :Plat Book FlP :Found Iran Pipe ATIMA : As Their Interests May Appear PC : Page FCM :Found Concrete Monument ISAOA : ff's Successors And/Or Assigns TYP. : Typical S.C.M. .Set Concrete Monument R.CP. ;Reinforced Concrete Pipe W.F. : Wood Fence SET DISK :Set P-K Nail & Disk (P) :Plat EL. : Elevation FND DISK :Found P-K Nail & Disk FND RRS :Found Railroad Spike (D) :Deed ASPH. :Asphalt NCF :No Comer Found ar Set (Disc) :Description W.C. :fitness Comer PRM :Permanent Reference Monument (C) :Calculation R/W :Right Of Way 0/H :Overhead Wires (F) :Field Measured ESMT. :Easement C.LF :Chain Link Fence SEC. :Section S/W : Sidewalk P.0.B :Point of Beginnklg TWP. :Township CO. : Chord Bearing P.O.C. .Point of Commencement R E :Range COL : Column P-K :Parker-Kolon C/L :Centerline SO :Sgaere O.R.B. :Official Records Book A/C :Air Conditioner DIA. :Diameter V.G. :Concrete Valley GLtter O/A :Overall U.S : United States e�301$. 56 LOT 7 3 o � � T.B.M. rr\ y SET NAIL o�3� ELEV.=83.36 �1 0 per` LP o a �o r_ r �2' C% b 5 ` 4��' �' ��bx Tt� CHERRY LAUREL �� SET IL . 0 F.I.R. 1/ ELEV \ 95 Q� 01 j n_ a3 �c4'2 :t pIRT pRl 040 OAK 4, 100.0 tK x \1p0 x61. POOPoSE�p �F-w SFI, F. F. a&- � = 55. 2.: ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND CITY OF ZEPHYRHILLS ORDINANCES REVIEW DATE _ Z� I CiTY OF ZEP R�JLLS PLAN EXAMINER L-L N07E. ALL TREES ARE MEASURED iN INCHES ELEVA77ONS ARE BASED ON NGS BENCHMARK B 663", E7 EVA77ON 88.38 (NAVD88). BEARINGS ARE BASED ON THE SOUTHWES'7ERLY R/W LINE OF 9th S77?EET AS, 525100 00 E ", ASSUMED. Surve or's Notes: �,>� Z-, DA YID L. SMITH 1) Property shown hereon appears to be located in Rood Zone X' per F.LR.M. No. 12101C 0456H SURVEYING AND MAPPING, INC. Dated 8-28-08 This surveyor makes no guarantees as to the accuracy of the above information. Local F.E.M.A. be for 1406 W. LINEBAUGH AVE Tampa, Fl. 33612 agent should contacted verification. ��y 2) No underground utillties� underground encroachments or building foundations were measured or �() Phone (813) 935-1960 Fax (813) 933--9446 located as part of this survey. Trees and shrubs were not located unless otherwise shown. 3) This survey was conducted without the benefit of an abstract of title, therefore there may be other easements, rights of way, setback lines, agreements, reservations, restrictions or other similar Certificate of Authorization "L.B. #5962', matters of public record, not shown hereon. SURVEYORS CER77FICATE 4) Unless otherwise noted, distances shown hereon refer to plat and field measurements and are measured in U.S. feet l hereby certify that the survey represented hereon meets the requirements of Florida Administrative code 5) Re -use of this survey for purposes other than It was intended, without written verification, will be pursuant to Chapter 5J-17.O50451.052, of the Florida Statutes. Unless It boors the signature and the original raised seal of this Florida licensed surveyor and mapper this drawing sketch, plat or map is for the t8-users sole risk and without /7abilit to the sult� Nothin herein shall be consented fa y' g informational purposes only and is not valid convey any rights or benefits to anyone other than those to whom this survey was onginaily certified PAR7Y OVE-.• SL MAW M- GB J. MICHAE-L fZIOUA P.S.M .. 4192 Signature nccrtu 02101117 Date. Job 1701-094 Number. I(, 1I"t kph ti6 iZi 1 iili 1 1 141 _.- _ ilF LEFT SIDE ELEVATION RIGHT SIDE ELEVATION SCALE: 1/4" = 1'- 0" SCALE: 1/4" = 1'- 0" All elevations drawn are for "illustration" purposes only. For "actual" elevation construction, consult construct -Ion drawings and structural details for additional information. Fiberglass shingles over 30 lbs felt over 1/2" plywood sheathing or "opt" 7/16" OSB sheathing with roof structure spaced no more than @ 24" o.c.. See roof framing layout and connection schedule for additional information.. MUM Proposed roof pitch: 6 / 12 "MUST" be approved by owner and / or contractor before production of roof trusses. Proposed finish ceiling height: 8'- 0" (min.) Contractor "MUST" coordinate and be approved by owner before construction begins. All door and window header heights to start at: 6'- 8" Contractor "MUST" verify "ALL" lintel height locations with owner before construction begins. Truss company "MUST' field verify all existing conditions before engineering and manufacturing of roof trusses. Daniel M. Ossman Drafting Service and Architect who signed / sealed the plans assumes no responsibility for errors in the roof truss layout and dimensioning due to negligence to conduct proper and accurate field inspection by truss manufacture. EXTERIOR FINISH: Hardie board siding, over a water resistive "Tyvek" vapor barrier, over 1/2" cd-x plywood sheathing that is nailed with 1 Od x 1 1/2" nails @ 6" o.c. edges and 12" field, over 2 x 4 exterior wood studs @ 16" o.c. with R - 13 insulation between and finished with 1/2" drywall on the inside. Water resistive barrier in accordance with Section R703.6.3, of the FBC 5th Edition 2014 Residential. FRONT ELEYATION REAR ELEVATION K2 I 9'- t It' . 1_7� SCALE.- 1/4" = 1'- 0" SCALE: 1/4" = 1'- 0" Frg,,ming LaYout NQte5: 1 Framing layout drawn by Daniel M. Ossman Drafting Service, Inc. is a schematic 5 Truss design drawings shall be prepared in accordance to and conformance with section representation only. It is the responsibility of the General Contractor to make a field R802.1.6.1. These documents shall be provided by the truss manufacture at time of truss inspection to verify "ALL" existing field conditions including accuracy in dimensions with delivery and approved by the building official prior to the installation of the roof truss. proposed plans. General Contractor "MUST" certify in writing (the tirne and date) that (See code section items 1-13). this field inspection was conducted on and submitted to truss manufacture. If this field inspection was "NOT" done prior to giving said plans to the truss manufacture, then the 6 This plan as indicated is diagrammatical in nature for permit and contract purposes only. "GENERAL CONTRACTOR WILL BE HELD LIABLE FOR ALL COST OF ANY / ALL Any revisions as required by the truss company's engineer as indicated on truss company's MISTAKES" on pre-engineered trusses that are constructed for said project. Daniel M. sealed drawings shall superseded this drawing. This also includes truss company's Ossman Drafting Service, Inc. "WILL NOT BE HELD LIABLE" for errors made on any specified hurricane and other anchors supersede one shown on this drawing. framing (floor or roof) truss layouts. 7 If shingles are being used, shingles MUST comply with section 905.2.2, 905.2.4.1 and 2 Upon receiving said plans from the Genera! Contractor ... the truss manufacture table R - 905.2.6.1 for wind resistance, FBC residential code 5th edition (2014) residential. "MUST" make a their "OWN" field inspection to "DOUBLE CHECK" all existing field conditions, roof slopes, overhangs, and dimensions prior to the manufacturing of any / all 8 CONTRACTOR, MUST COORDINATE WITH TRUSS MANUFACTURE FOR ALL VAULTED, TRAY, trusses. Truss manufacture "MUST" certify (the tiane and date) that this field inspection FLAT AND OR OTHER CEILING TYPES. CONTRACTOR IS 100% RESPONSIBLE FOR THE was conducted on by their company. This certification must be given to the General EXTERIOR WALL CONSTRUCTION METHOD WHERE A GABLE ENO IS CONSTRUCTED. Contractor in writing prior to the manufacturing of any / all trusses on said project. ALL EXTERIOR WALLS MUST COMPLY WITH THE FBC RESIDENTIAL CODE 5TH EDITION (2014) RESIDENTIAL, SECTION R - 609 FOR CONSTRUCTION METHODS. SEE ADDITIONAL 3 All thickened slabs / footing on foundation plan are located according to the schematic ATTACHED STRUCTURAL SHEETS FOR GABLE END BRACING DETAILS. DANIEL M. OSSMAN truss layout drawn by Daniel M. Ossman Drafting Service, Inc. Only truss manufacture DRAFTING SERVICE AND ARCHITECT WHO SIGNED / SEALED THE PLANS, ASSUMES NO can change these locations due to truss bearing points and "MUST" notify General RESPONSIBILITY DUE TO NEGLIGENCE OF THE CONTRACTORS FAILURE TO FOLLOW Contractor of these changes as soon as possible. THE BUILDING CODE FOR GABLE END CONSTRUCTION. 4 All hurricane truss straps specified on said project are to be used unless otherwise specified by truss manufacture. All hurricane straps specified are "Simpson Strong Tie" ( or equal ), unless noted otherwise. Only truss manufacture can change any / or all truss straps that are specified on truss layout drawn by Daniel M. Ossman Drafting Service, Inc_ Truss manufacture must first notify General Contractor in writing of these changes as soon as possible. FAWbed V2" diia. anchor bollts (9 21" o.c. m . and ag corners, and on each side of all door and windmv opening (typ). 3/4" Recess for all doorways (typ)- ZZ I Ll I Pour new 4" concrete slab with min. 3,000 p.s.i fibermesh or "opt" 4" cone. slab w/ 6 x 6 x 10 x 10 w.w.m. over 6 mil. vapor barrier over termite treated and compacted clean fill. FOUNDATI-9N ..� N SCALE: 1/4" = 1'- 0" 10 x 20" cone. ftg. w/ 3 - #5 rebars Cont. w/ a 8" x 8" x16" cone block stemwall above or "opt." 20" x 20" mono ftg. w/ 3 - #5 rebars coat. Proposed roof pitch_ 6 / 12 "MUST" be approved by owner and / or contractor before production of roof trusses. Proposed finish ceiling height: 8'- 0" (min.) Contractor "MUST" coordinate and be approved by owner before construction begins. All door and window header heights to start at: 6'- 8" Contractor "MUST" verify "ALL" lintel height locations with owner before construction begins. Truss company "MUST" field verify all existing conditions before engineering and manufacturing of roof trusses. Daniel M. Ossman Drafting Service and Architect who signed i sealed the plans assumes no responsibility for errors in the roof truss layout and dimensioning due to negligence to conduct proper and accurate field inspection by truss manufacture. Connection Schedule Manufacturer Model No. Uplift FI Product Approval Location / Use Name Number Simpson Strong Tie SP1 #686 FI 10456.11 R3 Bottom plate to wood stud connection. Simpson Strong Tie SP2 #1065 FI 10466.11 R3 Top plate to wood stud connection. Simpson LSTA24 #1235 FL 1-0862.6 R3 Continuous floor to floor clear span connection Strong Tie from first floor stud to second floor stud. Simpson Roof structure connection to exterior frame wall or Stroh Tie H10A #1140 FL 10446.7 R3 wood beam. Simpson ABU44 #2200 Fi 10860.4 R3 4 x 4 bottom wood post connection to concrete Strong Tie footing / pad at stairway landing. Simpson 4 x 4 top wood post connection to wood beam at Strong Tie BC4 #980 Fi 10860 R3 start landing. Simpson 2 x 6 floor joist hanger to wood beam or rim joist at Strop Tie LUS26 #1166 FL 10666.31 R3 stai= landing. Note: 1. Any products that are substituted, must "MUST" or "EXCEED" products specified. Contractor "MUST" provide data to building inspector at time of inspection. Only truss company can modify hurricane clips and connections specified and must coordinate with General Contractor with any changes to plans. 2. It's the responsibility of the truss manufacture to coordinate all cathedral ceiling locations with General Contractor before the manufacturing of any floor and / or roof trusses. All ceiling heights are to be a minimum of 8'- 0" unless otherwise specified by General Contractor. i s ROOF Fr"lli^MING SCALE: 1/4" = 1'- 0" e — ate ,5tJEX,TQ--, F-OW. TEZ;CQ FIRST FLOOR — FLOOR FRAMING ----LAYOUT. SCALE: 1/4"' = 1'- 0" Window and Door Schedule No. Type Size Notes Door or Window Manufacturer Name 1 Sectional Garage Door 8' x 7' - Overhead Door Corp 2 Insulated Exterior Door 36" x 80" - Therma - Tru 3 Single Hung Window SH24 - PGT Industries 4 Single Hung Window SH24 - PGT Industries 5 Single Hung Window SH25 Fire Egress Window PGT Industries 6 Interior Hollow Core Door 32" x 80" - N/A Note: -1. ALL EXTERIOR DOORS AND WINDOWS SPECIFIED ARE "IMPACT RESISTANT". 2. PROTECTION OF OPENINGS SHALL CONFORM AND MEET REQUIREMENTS ASSET FORTH IN FBC 5th EDITION (2014) RESIDENTIAL, SECTION R 301.2.1.2 3. Any products that are substituted, must meet or exceed products specified. Contractor "MUST' provide data to building inspector at time of inspection. 4. Contractor "MUST" (double check) and field verify all existing openings then coordinate with manufacture before purchasing any doors and / or windows. Daniel M. Ossman Drafting Service, Inc. "IS NOT" responsible for any errors in sizes, in the door / window schedule. DESIGN AND WIND CRITERIA (FBC 5th EDTION 2014 RESIDENTIAL) Address: 5027 9th Street Zephyrhills, Florida 33542 Basic Wind Speed (V) 150 mph Building Classification "RISK" Category II Wind Importance Factor 1) 1 Wind Exposure C Internal Pressure Coefficient + / - 0.18 (GCpl) DESIGN WIND PRESSURE FOR EXTERIOR COMPONENT AND CLADDING MATERIALS Table 6 - 313 ASCE 7-02 Doors 41.75 psf Windows 49.25 psf NOTE: THIS BUILDING HAS BEEN DESIGNED TO RESIST WIND INDUCED SHEAR AND UPLIFT FORCES, AS SPECIFIED TO COMPLY WITH THE FLORIDA BUILDING CODE 5th EDITION 2014 RESIDENTIAL, SECTION R 301.2.(1) WITH A (3 SECOND WIND GUST). It is the responsible of the General Contractor to make a field inspection to verify all existing field conditions and measurements with proposed plans for accuracy, before distributing plans to any and all trades. General Contractor will be held liable if these inaccuracies are "NOT" submitted in writing to Daniel M. Ossman Drafting Service, Inc. before the distribution of plans. Daniel M. Ossman Drafting Service, Inc. "WILL NOT" be held liable for any inaccuracies in dimensions with existing field conditions or other trades on proposed plans. 400 s/f Proposed First Floor Garage 401{# Proposed Second Floor Heated Living Area 800 s/f Total Square Footage Under Roof NOTE: Repairs, alterations, additions, changes in in occupancy and relocated buildings must comply with all applicable requirements per section 101, of the Florida Building Code 5th Edition 2014 Existing Building Code Book. Between the garage and habitable area of the house must have a fire separation constructed with 5/8" type "X" drywall installed on both the garage wall and ceiling. All doors from the habitable area to the garage shall be a minimum thickness no less than 1 3/8" and be either solid wood or honeycomb steel door with a 20-minute fire -rating. All exterior masonry and / or frame perimeter walls are to be considered shearwall segments, except at door / window openings and wall lengths less than 2'- 8" in length. NOTE: Alteration as described herein and shall be performed are designated as "level 2" per section 801, of the Florida Building Code 5th Edition 2014 Existing Building Code Book, Florida Product A royal Product Category Manufacturer A nova! Number Asphalt Shingles GAF Materials Corp FL 10124.5 R15 Ridge Vents GAF Materials Corp FL 6267.1 R9 Hardie Board James Hardie Building Products, FL 13192.1 R4 Inc. Vented Vinyl Soffit Kaycan FL 16503.1 R1 Insulated Exterior Door Therma - Tru Corporation FL 7640.1 R6 Single Hung Window PGT Industries FL 1435.4 R16 Sectional Garage Door Overhead Door Corp FL 14170.10 R7 Note: 1. Any products that are substituted, must meet or exceed products specified. Contractor "MUST" provide all product data to building inspector at time of inspection. NFIMRM- 1• ITT • l For all "exterior walls" use 2 x 4 studs @ 16"o.c. for bottom floor and 16" o.c. for top floor, then finish with 1/2" drywall over min. R -13 insulation. For all "interior walls" use 2 x 4 studs @ 24" o.c. and finish with 1/2" drywall. Provide min R - 13 insulation for all adjacent walls or any other locations that are required by code. Note: At all plumbing walls use 2 x 6 studs to allow for ventilation plumbing stacks. Closet maid ventilated shelving. ral O N VF 201- Oil _I I-o"T 41-0" 0 0 SECOND FLOOR PLAN is N ME1 11 cc ,`d 21- ®I I-� I 1 0 (D I I I I - �' ` 4 � 201- FIRST FLOOR PLAN SCALE: 1/4" = 1' - 0" I SCALE: 1/4" = 1'- 0" c; a � � o a u � C C qA @o .� cn c � � � a � T W r C 00 -0trc`-U')rn Cc6OT-�to to U o 64 co a�Ccy)M cn O .0 cry Z3 O ?_ L LU u_ (2 N M L U Q Ec-�a�'E 5 !E g o P (Dco 'O C) a < > `CID �_>sEQ'7 aE�'�rn cD � v� E `' cs� om0 � O�ca cca, o �7�vco vOi.± u<t U c tU C •E N r O CN uO (y) U) cY) Z < o _J .�, I.L cli D :E Z N .� N a N M:D W 4 ` C2 F'10 `r i TYPICAL LANDING DETAIL d 12ov iw/ DUPLEX OunXT C-T ABOVE WMnR TOP Ip 120V MPLEX -WnZT YITH M1tM9kVF GCS 120V MPLEX Ot1nIT iRow FAuLT wimizapm 220M OPM&TY anET SPBUA .TY Dwea rom C-M FOM-- ftam C'm mxTt Ttt oL FLxiI11 56 IT FIXRM 2 L0 ATHovr LIB► FlX I - C240 WkW f4XIM Electrical layout is schematic only. This electrical layout hereby complies with the 2011 National - Electrical Code, and the Florida Building Code 5th Edition 2014 Residential. Electrician "MUST" coordinate with general contractor and / or owner before the installation of all fixtures. SCALE: N.T.S. 5PI k-XXE5 0, 4" b, C . tTYP, ,2�;K WOOO� (P _T N� Eb,P5�-'mot 21t Wc�O® Si -el �J4 WOO, TYPICAL STAIRWAY DETAIL 0 astuftfmMaw ELECTRICAL NOTES: EXIT Ixm smom wwm 1 Provide and install Locally certified smoke detectors as required by National Fire Protection Association (NFPA) and meeting the V P requirements of all governing codes. CAME N JAf K WRNKLM TIMER 2 Provide and install Ground Fault Circuit - Interrupters (G.F.I.) as required by the National Electrical Code (NEC) and meeting ® P the requirements of all governing codes. ® MAN Ls!!l74N 01 G" 3 Provide and install Arc Fault Circuits (ARC) in All bedrooms "WF't.Y as required by the National Electrical Code (NEC) and meeting the requirements of all governing codes. Lt�►H"�5 WCUO_ .IY 4 Unless otherwise indicated, install switches and receptacles at the following heights above the finish floor as follows: °9WAPJV KEY PAD 1 3 CAR" MONOXIDE SWITCHES: 42" Above finish floor DEMCTOR OUTLETS: 14" Above finish floor TELEPHONE: 14" Above finish floor TELEVISION: 14" Above finish floor Per section R 315.1 All carbon monoxide detector are required to be installed within 10' of all sleeping areas. Detector must be both hardwired and battery backup. Per section R 314.3.1 To all alterations, repairs and additions. When interior alterations, repairs and additions requiring a permit occurs, or when one or more sleeping rooms are added or created in an existing dwellings, the individual dwelling unit shall be provided with a smoke detector located as required for new dwellings; the smoke detector shall be interconnected and hard wired. SCALE: N.T.S. SECOND FLOOR PLAN — ELECTRICAL LAYOUT SCALE: 1 /4" = 1'- 0" �r FIRST FLOOR PLAN — ELECTRICAL LAYOUT SCALE: 1 /4" = 1'- 0" G a C G 4i G i •� a .b � oQo " •a � •� E a, 4r r+ O � M � u V CH L ,G Q aA s, � bA a� •CL � 8 r M. �© �OD CL Rf (h CL Q: D% C)rn C�T-O O rY CQ O uCj<n %oQ6 •V M O .- W tL tl g�}(4j), @? Q tC Nj E -0 0MEo2 L co L 6 , �- ...� EE�o� E 0om2 5S 0 ca Z o �� CO vi 75 ?�-' u_ C o) c cu c a) F-- r O -�--+ qq to /� M v) th 4-0-+ cc z d 0 1 4-0LL CL CF) cli (D 1E z o� ® N m JOB NO. 5027 9TH STREET DATE FEBRUARY 27, 2017 DRAWN BY Daniel M. Ossman STRUCTURAL Termite Protection 1. CQDES: R 318.1 Termite Protection. Termite protection shall be provided by registered termiticides, including soil applied pesticides, R 318.6.3 After all work is completed, loose wood and debris shall be completely removed from . 1.1sidential. 2. Current edition of The Florida Building Cade 5th Edition 2014 Re Building code requirements for reinforced concrete (ACI 318.0Re baiting systems and pesticides applied to wood, or other approved methods of termite protection under the building and within 1 foot (305 mm) thereof. All wood forms and supports shall be 11.. i. American Society of Civil Engineers minimum design loads for buildings and other labeled for use as a preventative treatment to new construction. See Section 202, Registered completely removed. This includes, but is not limited to: wooden grade stakes, forms, contraction . structures Chapter 46 ASCE 7-10). termiticide. Upon completion of the application of the termite protective treatment, a Certificate of spacers, tub trap boxes, plumbing supports, bracing, shoring, forms or other cellulose - containing Compliance shall be issued to the building department by the licensed pest control company that material placed in any location where such materials are not clearly visible and readily removable contains the following statement: "The building has received a complete treatment for the prevention prior to completion of the work. Wood shall not be stored in contact with the ground under the 2. IL5: of subterranean termites. Treatment is in accordance with rules and laws established by the Florida building. Department of Agriculture and Consumer Services." 2.1. Minimum allowable soil pressure 1,500 PSF. See Table R401.4.1 for specific soil R 318.7 Inspection for termites. presumptive load bearing values of foundation materials. R 318.1.1 If soil treatment is used for subterranean termite prevention, the initial chemical soil In order to provide for inspection for termite infestation, clearance between exterior wall coverings and final earth grade on the exterior of a building shall not be less than 6 inches (152 mm). 3. CONCRETE: treatment inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. Exceptions: 3.1. Concrete compressive strength at 28 days: 2,500 PSI (Normal weight). 3.2. Reinforcing bars: ASTM A615 (Grade 60). R 318.1.2 If sail treatment is used for subterranean termite prevention, soil area disturbed after initial 1. Paint or decorative cementitious finish less than 5/8 inch (17.1 mm) thick adhered directly to the 3.3. Welded wire fabric (WWF): ASTM A185. chemical soil treatment shall be retreated with a chemical soil treatment, including spaces boxed or formed. masonry foundation sidewall. 2. Access or vehicle ramps which rise to the interior finish floor elevation for the width of such ramps 3.4. 3.5. Detail reinforcement in accordance with ACI 315. Concrete coverage of reinforcement: Footings 3; bottom and sides. only. 3.6. Earth supported slabs: (Including exterior walk and driveway slabs) 3 Y2" thick, - 3. A 4 - inch (102 mm) inspection space above patio and garage slabs and entry areas. reinforced with 6 x 6 -10 x 10 WWF at mid depth of slab. Fiber -mesh may be used in R 318.1.3 If soil treatment is used for subterranean termite prevention, space in concrete floors boxed 4. If the patio has been soil treated for termites, the finish elevation may match the building interior lieu of WWF at contractor's option. out or formed for the subsequent installation of plumbing traps, drains or any other purpose shall be finish floor elevations on masonry construction only. 3.7. Concrete operators shall comply with ACI standards. created by using plastic or metal permanently placed forms of sufficient depth to eliminate any 5. Masonry veneers constructed in accordance with Section R318.4. 3.8. Lap splice shall be as follows: #5 bar 25"; #4 bar 20" and #3 bar 15". planned soil disturbance after initial chemical soil treatment. R 318.8 Foam plastic protection. 4. MASONRY: In areas where the probability of termite infestation is "very heavy", as indicated in Figure R301.2(6), R 318.1.4 If soil treatment is used for subterranean termite prevention, chemically treated soil shall be extruded and expanded polystyrene, polyisocyanurate and other foam plastics shall not be installed 4.1 Design and construction shall conform to the specification of the National Concrete protected with a minimum 6 mil vapor retarder to protect against rainfall dilution. If rainfall occurs on the exterior face or under interior or exterior grade and exposed earth shall be at least 6 inches Masonry Association and ACI 530. before vapor retarder placement, re -treatment is required. Any work, including placement of (152 mm). 4.2 Minimum masonry unit strength: fm 1,900 PSI. reinforcing steel, done after chemical treatment until the concrete floor is poured, shall be done in 4.3 Mortar shall be type "S" or "M'. such manner as to avoid penetrating or disturbing treated soil. Exceptions: 4.4 All block cells and cavities below grade shall be filled with concrete when stemwall is greater than 24" tali above grade. 1. Buildings where the structural members of the walls, floors, ceilings and roofs are entirely of R 318.1.5 If soil treatment is used for subterranean termite prevention, concrete over pour or mortar noncombustible material or pressure -preservative -treated wood. 5. WO D. accumulated along the exterior foundation perimeter shall be removed prior to exterior chemical soil 2. When in addition to the requirements of Section R318.1, an approved method of protecting the treatment, to enhance vertical penetration of the chemicals. foam plastic and structure from subterranean termite damage is used. 5.1 Wood structural framing members: #2 Southern Yellow Pine (unless noted otherwise) 3. On the interior side of basement walls. with an allowable bending stress (fb) per NDS-91 = 1,250 PSI and a modulus of R 318.1.6 If soil treatment is used for subterranean termite prevention, chemical soil treatments shall 5.2 elasticity = 1,600,000 PSI. All exposed wood or wood in contact with earth or concrete to be pressure treated. also be applied under all exterior concrete or grade within 1 foot (305 mm) of the primary structure 5.3 Roof sheathing: 1/2" C-D grade plywood (or 15/32" OSB) under 30# felt under 240# sidewalls. Also, a vertical chemical barrier shall be applied promptly after construction is completed, fiberglass shingles. including initial landscaping and irrigation/sprinkler installation. Any soil disturbed after the chemical 5.4 Untreated wood shall not be in direct contract with concrete. Seat plates shall be vertical barrier is applied shall be promptly retreated. provided at bearing locations without wooden top plates. R 318.1.7 If a registered termiticide formulated and registered as a bait system is used for subterranean termite prevention, Sections 18/6.1.1through 1816.1.6 do not apply; however, a signed contract assuring the installation, maintenance and monitoring of the baiting system for a minimum of 5 years from the issue of the Certificate of Occupancy shall be provided to the building official prior to the pouring of the slab, and the system must be installed prior to final building approval. If the baiting system directions for use require a monitoring phase prior to installation of the pesticide active ingredient, the installation of the monitoring phase components shall be deemed to constitute installation of the system. R 318.1.8 If a registered termiticide formulated and registered as a wood treatment is used for subterranean termite prevention, Sections 1816.1.1 through 1816.1.6 do not apply. Application of the wood treatment termiticide shall be as required by label directions for use, and must be completed prior to final building approval. R 318.2 Penetration. Protective sleeves around piping penetrating concrete slab on grade floors shall not be of cellulose containing materials. If soil treatment is used for subterranean termite protection, the sleeve shall have a maximum wall thickness of 0.010 inch (0.254 mm), and be sealed within the slab using a non- corrosive clamping device to eliminate the annular space between the pipe and the sleeve. No termiticides shall be applied inside the sleeve. R 318.3 Cleaning. Cells and cavities in masonry units and air gaps between brick, stone or masonry veneers and the structure shall be cleaned of all non preservative - treatment or non naturally durable wood. or other cellulose - containing material prior to concrete placement. Exceptions: inorganic material manufactured for closing cells in foundation concrete masonry unit construction or clean earth placed in concrete masonry unit voids below slab level termite treatment is performed. R 318.4 Concrete bearing ledge. Brick, stone or other veneer shall be supported by a concrete bearing ledge at least equal to the total thickness of the brick, stone pr other veneer which is poured integrally with the concrete foundation. No supplemental concrete foundation pours which create a hidden cold joint shall be used without supplemental treatment in the foundation unless there is an approved physical barrier. An approval physical barrier shall also be installed from below the wall sill plate or first block course horizontally to embed in a mortar joint. If masonry veneer extends below grade, a termite protective treatment must be applied to the cavity created between the veneer and the foundation, in lieu of a physical barrier. Exception: Veneer supported by a structural member secured to the foundation sidewall in accordance with ACI 530/ASCE 5/TMS 402, provided at least 6 inch (152 mm) clear inspection space of the foundation sidewall exterior exists between the veneer and the top of any soil, sod, mulch or other landscaping component, deck, apron, porch, walk or any other work immediately adjacent to or adding the structure. R 318.5 Protection against decay and termites. Condensate lines, irrigation / sprinkler system risers for spray heads, and roof downspouts shall discharge at {east 1 foot (305 mm) away from the structural sidewall, weather by underground piping, tail extensions or splash blocks. Gutters with downspouts are required on all buildings with eves of less than 6 inches (152 mm) horizontal projection except for gable end rakes or on a roof above another roof. R 318.6 Preparation of building site and removal of debris. R 318.6.1 All building sites shall be graded to provide drainage under all portions of the building not occupied by basements. R 318.6.2 The foundation and the area encompassed within 1 foot (305 mm) therein shall have all vegetation, stumps, dead roots cardboard, trash and foreign material removed and the fill material shall be free of vegetation and foreign material. The fill shall be compacted to assure adequate support of the foundation. COMPONENT AND CLADDING LOADS (psf) EFFECTIVE VIAND AREA (square feet) Zone 10 20 50 100 1 +28.5 / -39.3 +26.9 / -38.5 +24.7 / -37.4 +23.1 / -36.6 2 +28.5 / -71.9 +26.9 / -66.2 +24.7 / -58.6 +23.1 / -52.9 3 +28.5 / -71.9 +26.9 / -66.2 +24.7 / -58.6 +23.1 / -52.9 4 +42.1 / -44.8 +40.6 / -43.3 +38.7 / -41.4 +37.3 / -40.0 5 +28.5 / -52.9 +40.6 / -50.0 +38.7 / -46.2 +37.3 / -43.3 NOTES: 1. For effective areas or wind speeds between those given above the load may be interpolated. Otherwise use the load associated with the lower effective area. 2. Table values shall be adjusted for height and exposure by multiplying by adjustment coefficients in table R 301.2 (2) of the Florida Building Code 5th Edition 2014 Residential. 3. Plus and minus signs signify pressures acting toward and away from the building surface. STRUCTURAL NOTES Connection Fastener Number of Spacing Joist to band joist, face nail 16d common 3 Joist to sill or girder, toe nail 8d common 3 Bridging to joist, toe nail each end 8d common 2 Ledger strip 16d common 3 at each joist Sole plate to joist or blocking, face nail 16d common 16" o.c. Top or sole plate to stud, end nail 16d common 2 Stud to sole plate, toe nail 8d common 4 Double studs, face nail 10d common 24" o.c. Double top plates, face nail 10d common 16" o.c. Continuous header, two pieces 16d common 16"o.c. along each edge Ceiling joists to plate, toe nail 8d common 3 Ceiling joists, laps over partitions, face nail - Ceiling joists to parallel rafters, face nail - 3-16 or 4-10d common Rafter to plate, toe nail 8d common 3 Built up corner studs 16d common 24" o.c. Built-up girders and beams, of three members 10d common 32" o.c. at top and bottom and Wood Structural Panel / Subflooring 19/32" or 3/4" Wood Structural Panel / Roof & Wall Sheathing Gypsum Wallboard 1/2" 5/8" 3 tab asphalt roofing shingles 10d common or • 10d hot dipped gals. box nails 8d common or 8d hot dipped gals. box nails 1 3/8" drywall nail 1 1/" drywall nail 1 W min. 11 ga. Galy. nails with min. 3/8" diameter head staggered 2 ends and at each splice 6" o.c. edges and 12" o.c. intermediate 6" o.c. edges and 6" o.c. intermediate 7" o.c. on ceilings 8" o.c. on walls 7" o.c. on ceilings 8" o.c. on walls 6 fasteners per shingle STRUCTURAL DESIGN CRITERIA Areas: Live Loads: Dead Loads: Dwelling Floors: 40 PSF 10 PSF Balconies: 60 PSF 10 PSF Guardrails / Handrails: 200 PSF 10 PSF Balusters: 50 PSF 10 PSF Shingle Roof: 20 PSF 10 PSF Built-up Flat Roof: 20 PSF 10 PSF Tile Roof: 25 PSF 15 PSF GENERAL NOTES: 1. All work shall conform with the latest adopted edition of the Florida Building Code, Mechanical Code, Plumbing Code, The National Electrical Code and all applicable codes and regulations, local, city, state, federal, safety board of fire underwriters and fire department. 2. Workmanship shall be equal to the best trade practices. 3. All installations of manufacture's specifications shall be in exact compliance with manufacture's printed instructions. 4. Contractor and / or owner shall verify all existing conditions and dimensions before any phase of construction is to commence. Daniel M. Ossman Drafting Service is NOT responsible for any errors in dimensions. 5. Contractor and / or owner shall coordinate all work between site, building electrical, mechanical and plumbing before each phase of construction begins. 6. DO NOT SCALE PLANS. REVISIONS NO BATE DESCRIPTION v c r•a o cd ^o A -a a � � A •c o Q�T ® Noo 2 ca m cU cv a ��a M cT-r o Wco 4U C j N '� c 7 f N W O a) -p . V cn -a �= o -- �UJ®is% �CL Ec w2E O ��U 2 �m ®� �Q >ca ® c ?CU '°� ®� EQ.-0(D8 � W 5 L i L- u) ® C13 Q5 5 CO QvM=Mch v O (D, F= N c� u_ .0 to c .c -C U) UJ J F._. Q Mr Q W � J J C� rr D �-- U D D CD. L4* � 410SUK �11, _U14 2406.1 Human impact loads. Individual glazed areas, including glass mirrors, in hazardous locations as defined in Section 2406.4 shall comply with Sections 2406. 1.1 through 2406.1.4. Exception: Mirrors and other glass panels mounted or hung on a surface that provides a continuous backing support. 2406.1.1 Impact test. Except as provided in Sections 2406.1.2 through 2406.1.4, all glazing shall pass the impact test requirements of Section 2406.2. 2406.1.2 Plastic glazing. Plastic glazing shall meet the weathering requirements of ANSI Z97.1. 2406.1.3 Glass block. Glass -block walls shall comply with Section 2101.2.5. 2406.1.4 Louvered windows and jalousies. Louvered windows and jalousies shall comply with Section 2403.5. 2406.2 Impact test. Where required by other sections of this code, glazing shall be tested in accordance with CPSC 16 CFR Part 1201. Glazing shall comply with the test criteria for Category 11, unless otherwise indicated in Table 2406.2(1). Exception: Glazing not in doors or enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers shall be permitted to be tested in accordance with ANSI Z97.1. Glazing shall comply with the test criteria for Class A, unless otherwise indicated in Table 2406.2(2). 2406.3 Identification of safety glazing. Except as indicated in Section 2406.3.1, each pane of safety glazing installed in hazardous locations shall be identified by a manufacturer's designation specifying who applied the designation, the manufacturer or installer and the safety glazing standard with which it complies, as well as the information specified in Section 2403.1. The designation shall be acid etched, sand blasted, ceramic fired, laser etched, embossed or of a type that once applied, cannot be removed without being destroyed. A label as defined in Section 202 and meeting the requirements of this section shall be permitted in lieu of the manufacturer's designation. Exceptions: 1. For other than tempered glass, manufacturer's designations are not required, provided the building official approves the use of a certificate, affidavit or other evidence confirming compliance with this code. 2. Tempered spandrel glass is permitted to be identified by the manufacturer with a removable paper designation. 2406.3.1 Multi -pane assemblies. Multi -pane glazed assemblies having individual panes not exceeding 1 square foot (0.09 m2) in exposed areas shall have at least one pane in the assembly marked as indicated in Section 2406.3. Other panes in the assembly shall be marked "CPSC 16 CFR Part 1201" or "ANSI Z97.1," as appropriate. 2406.4 Hazardous locations. The locations specified in Sections 2406.4.1 through 2406.4.7 shall be considered specific hazardous locations requiring safety glazing materials. 2406.4.1 Glazing in doors. Glazing in all fixed and operable panels of swinging, sliding, and bifold doors shall be considered a hazardous location. Exceptions: 1. Glazed openings of a size through which a 3- inch -diameter (76 mm) sphere is unable to pass. III 11111�! pq 11111111RIpi I :1� •MMM= 2406.4.2 Glazing adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door where the nearest vertical edge of the glazing is within a 24-inch (610 mm) arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches (1524 mm) above the walking surface shall be considered a hazardous location. Exceptions: 1. Decorative glazing. 2. Where there is an intervening wall or other permanent barrier between the door and glazing. 3. Where access through the door is to a closet or storage area 3 feet (914 mm) or less in depth. Glazing in this application shall comply with Section 2406.4.3. 4. Glazing in walls on the latch side of and perpendicular to the plane of the door in a closed position in one- and two-family dwellings or within dwelling units in Group R-2- 2406.4.3 Glazing in windows. Glazing in an individual fixed or operable panel that meets all of the following conditions shall be considered a hazardous location: 111!1�11�1111 IiIiI�IIIIIIIIIJ 3. The top edge of the glazing is greater than 36 inches (914 mm) above the floor; and 4. One or more walking surface(s) are within 36 inches (914 mm), measured horizontally and in a straight line, of the plane of the glazing, 1. Decorative glazing. 2. Where a horizontal rail is installed on the accessible side(s) of the glazing 34 to 38 inches (864 to 965 mm) above the walking surface. The rail shall be capable of withstanding a horizontal load of 50 pounds per linear foot (730 N/m) without contacting the glass and be a minimum of 1 1/2inches (38 mm) in cross -sectional height. 3- Outboard panes in insulating glass units or multiple glazing where the bottom exposed edge of the glass is 25 feet (7620 mm) or more above any grade, roof, walking surface or other horizontal or sloped (within 45 degrees of horizontal) (0.78 rad) surface adjacent to the glass exterior. 2406.4.4 Glazing in guards and railings. Glazing in guards and railings, including structural baluster panels and nonstructural in -fill panels, regardless of area or height above a walking surface shall be considered a hazardous location. 2406.4.5 Glazing and wet surfaces, Glazing in walls, enclosures or fences containing or facing hot tubs, spas, whirlpools, saunas, steam rooms, bathtubs, showers and indoor or outdoor swimming pools where the bottom exposed edge of the glazing is less than 60 inches (1524 mm) measured vertically above any standing or walking surface shall be considered a hazardous location. This shall apply to single glazing and all panes in multiple glazing. Exception: Glazing that is more than 60 inches (1524 mm), measured horizontally and in a straight line, from the water's edge of a bathtub, hot tub, spa, whirlpool, or swimming pool. 2406.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 60 inches (1524 mm) above the plane of the adjacent walking surface of stairways, landings between flights of stairs, and ramps shall be considered a hazardous location. FIT -MOM" 1. The side of a stairway, landing or ramp that has a guard complying with the provisions of Sections 1013 and 1607.8, and the plane of the glass is greater than 18 inches (457 mm) from the railing. 2. Glazing 36 inches (914 mm) or more measured horizontally from the walking surface. 2406.4.7-Glazing adjacent to the bottom stair landing. Glazing adjacent to the landing at the bottom of a stairway where the glazing is less than 36 inches (914 mm) above the landing and within 60 inches (1524 mm) horizontally of the botto tread shall be considered a hazardous location. I Exception: Glazing that is protected by a guard complying with Sections 1013 and 1607.8 where the plane of the glass is greater than 18 inches (457 mm) from the guard. 2406.5 Fire department access panels. Fire department glass access panels shall be of tempered glass. For insulating glass units, all panes shall be tempered glass. 2407.1 Materials. Glass used as a handrail assembly or a guard section shall be constructed of either single fully tempered glass, laminated fully tempered glass or laminated heat strengthened glass. Glazing in railing in -fill panels shall be of an approved safety glazing material that conforms to the provisions of Section 2406.1.1. For all glazing types, the minimum nominal thickness shall be 1/4 inch (6.4 mm). Fully tempered glass and laminated glass shall comply with Category 11 of CPSC 16 CFR Part 1201 or Class A of ANSI Z97.1. 2407. 1.1 Loads. The panels and their support system shall be designed to withstand the loads specified in Section 1607.8. A safety factor of four shall be used. 2407.1.2 Support. Each handrail or guard section shall be supported by a minimum of three glass balusters or shall be otherwise supported to remain in place should one baluster panel fail. Glass balusters shall not be installed without an attached handrail or guard. Exception: A top rail shall not be required where the glass balusters are laminated glass with two or more glass plies of equal thickness and the same glass type when approved by the building official. The panels shall be designed to withstand the loads specified in Section 1607.& 2407.1.3 Parking garages. Glazing materials shall not be installed in handrails or guards in parking garages except for pedestrian areas not exposed to impact from vehicles. 2407.1.4 Glazing in wind-borne debris regions. Glazing installed in in -fill panels or balusters in wind-borne debris regions shall comply with the following. 2407.1.4.1 Ballusters and in -fill panels, Glass installed in exterior railing in -fill panels or balusters shall be laminated glass complying with Category 11 of CPSC 16 CFR Part 1201 or Class A of ANSI Z97.1. 2407A.4.2 Glass supporting top rail. When the top rail is supported by glass, the assembly shall be tested according to the impact requirements of Section 1609.1.2 (HVHZ shall comply with Section 1618.4-6.4). The top rail shall remain in place after impact. FI ILED CELL. `^/t# 5 VtOlCQL I �z 9(>(Grr rj v E�Oa MASONRY GARAGE DOOR JAMB DETAIL SCALE: N.T.S. °t a r VV! 1 a 4 R'0 ` �, l Ilk" .,Cmx ii 4N 'il• 8 A g z y. - t F r tJ s g a' 4 L L�s f 0 ' L} U C, BUCKSTRIP INSTALLATION DETAIL 0 1 EC70tli & FRAME GARAGE DOOR JAMB DETAIL SCALE: N.T.S. V1% I0 P'- 31�.� FRAIVEDOOR ATTACHMENT DETAIL. SCALE: N.T.S. I I )iC(VJ t ) a lj / s \141 10d �j& L it o ,, FRAME. WINDOW ATTACHMENT DETAIL - Bypass can bbadons Door Size AB 2 Panel - 2 Track 5'0' 29 7/16 A s I 6'0' 35 7/16 810" 47 7/16 i i I WO' 59716 t_�J DooT Size A/C B 3 Panel - 3 Track. 90° 351/2 33i/2 12'0' 47112 451/2 15'0' 59112 571/2 L I j Door Size A B C 3 Panel - 2 Tradk 910" 365/8 349/16 35716 A sty 12'0" 48 518 46 9/16 47 7/16 1510" 60 518 589/16 59 7/16 Door Size WD BIC 4 Panel - 2 Track 1 n r $5'116 3411/16 C�c7-0: Podret Combinadws Door Size A / Panel -1 Track 3'0" 365116 4'0" 485116 77 510" 60 5/16 r Door Size A B 2 Panel - 2 Tract 6"0' 34 318 35 7/16 " A ss 8'? 463/8 477/16- Door Size A B C 3 Panel - 3 Track 910" 343/8 331/2 357116 �A 1 g 1 c , 12'0" 46 3/8 451/2 47 7/16 1510" 58 3!8 57112 597,116 7--k Door Size A ./B 2 Panel -1 Tratk 6'0' 35 7" 6 A ; s 810" 47 716 RR (y [ 9 1 5 �r l WO, Door Size AID O/C 4 Panel - 2 Track 10'0" 281/8 2815/16 A _ s I c ; D 10" 341/8 3415116 1610' 46118 4615116 Note: Sizes above are muck dimensions and not rough openings No Waal Double Pocket Actual Frame Width" Hooksdig To Hook" 2P-IT-L & R 5'0"x6'8'/8'0' 1191/8 60 6'0"x6'8"f8'0' 1431/8 72 8'0"x6'8'18'0' 1911/8 % 10'0"x 6'8"f8'0't 239118 120 4P-2T-1 & R 1010"x W187 176 518 1171/2 12'0"x61r/8'O" 2125/8 1411/2 16'0"x 6 r,'WO" 2845/8 1891/2 [Sins - Commodity i�- ". r Name Masonry Ward Name Masonry Wood 12 197/3x26 18318x251/4 3040 373/4x49 36 114 t14 T3 19 7/8 x 38 3/8 183/8 x 37 518 3044 37 3/4 x 53 361/4 x 52114 % 19.71'$ito$`.., 1""00 15 19 7/8 x 63 18 3/8 x621/4 3060e 3731403 73 36114 x 721/4 W 271/4x26 253/4x251/4 3430 413/4x37 401/4x361/4 �iC3 27i/4x381$: Z-001: 41 1A4 271/4 x 50 5/8 25 3/4 x 49 7/9 3440 413/4 x 49 401/4 x 481/4 TAIS I 94;t41ta 2 "141 _* 41314x53 V49151114. IA6 271/4x73 253/4x721/4 3450e 413/4x61 401/4x601/4 .2 37Ax-4 36-1/4-x2-5114 i 4011 laf30e 4` 23 37 3/4 x 38 3/8 36114 x 37 5/8 3820 45 3/4 x 25 44114 x 24114 24 373/4x505i13'' 36,114x497/8 3830 ` 45-3/4it37 441/4x3fr1M r 2.,e 37 314 x 63 361<4 x 621i4 3838 45 3/4 x 45 441/4 x 441/4 2bd : 37;3f41t73 36.4/4X7,i-'l14> 453/409 " `44 F/dx48 '> 32 53 74 x 26 52 3/8 x 251/4 3844 45 3/4 x 53 441/4 x 52114 453f461/4 34 53 718 x 50 5/8 52 3/8 x 49 7/8 3860e 45 3/4 x 73 441/4 x 721/4 36e 53 7/8 x 73 52 3/8 x 721/4 4030 49 3f4 x 37 481/4 x 361/4 4038 ai�4E r 1/4 ModularSingle Hung Name Masonry Wood 400 493r4x49 481/4x481/4 2020 253/4x25 241/4x241J4 4044 49314.x53 481/4xS21/4 2030 25 3/4 x 37 241/4 x 36114 4050e 49 314 x 61 481/4 x 601/4 203& 253l41t45 241/4x441f4: 4*e6 t, 493/4x 3 481f4x1:2114 2040 25 3/4 x 49 241/4 x 48114 �� 53 7/8 x 25 3/8 x 241f4 2044 25'3X4zxS3 141/4�521{?# 4430 �; � ,T' - S231B`►1L4•. 2050 25 3/4 x 61 241(4 x 60114 4438 53 7/8 x 45 52 3/8 x 441/4 2 254x 73 141i4z l} 4440 ' -18x 49 S23/8 x4$'1/4 2820 33 3f4 x 25 321/4 x24114 4444 53 7/8 x 53 52 3/8 x 521f4 4830: - 333f4 x337 ' 311f4 a3i 4450et 53718.01 51318x*-1/4 2838 33 3/4 x 45 321/4 x 441/4 4460e 53 7/8 x 73 52 3/8 x 72114 284Q .3314x49 32114,E " �' ° 2844 33 3/4 x 53 321/4 x 521/4 Name Masonry Wood 1850 333/4 x61 32- . .. 4 1A,2'r 271/4 x26 25 3/4 x 251/4 2860e 33 3/4 x 73 321/4 x 72114 tA3 27114 x 38 3/8 25 3/4 x 37 5/8 30. 373f41t25 363A,Q__y4 TA4 _;. 1AW50519 253/41t49=718 3030 373/4x37 361/4x361/4 22 373/4x26 361/4x25114 MO 37VU45- 361/4144- . h: 0,1 =3/8 361/4x37'S!$° Nominal Panel Stack Actual Frame Size* 2P-2T 5'0" x 6'8'/8'0" XXrOX,XO 60 x 80196 6'0" x 68'/87 XX.OX,XO 72 x 801% 810' x 6T.JITY XX"OX,XO 96 x 80/96 10'0" x 6 8"; 81rY %OX,XO 120 x 801% ,3P-2T 9'0'x 6'8"llff OXO 108 7/8 x 80/96 12'0"x 6'8'/8'0' OXO 144 7/8 x 80/% 15'0"x W/8'0"t OXO 180 7/8 x 80/% 4P-2T 10'0' x 61r/87 OXXO 119 5/8 x 80/96 127 x 6'8'18'0" OXXO 143 5/8 x 80/96 16'0' x 68'18'0' OXXO 191518 x 80/% 3P-3T 9 0'x 6'8"18 0 XXX 106 3/4 x 80196 2'0' x 6'8'/8'0" XXX 142 3/4 x 80/96 15'0' x 6'8'!8 r1 XXX 178 314 x 80196 4P-4T 10'0'x6'8"/8'0` XW 1171/2x80/96 12'0"x W/87 XW 141 1/2 x 841% 16'0"x6'8.18'0" XW 189112. x 80/% Nominal Single Pocket Actual frame Width* Jamb To Hookstrip 1P-IT-UR 3'0' x 6'8.18'T 717/8 36506 5'0' x 6'8" /8'0"f 119 7/8 60 501 2P-2T-UR 70"x6'8'/8'tf 881/2 5815i16 6'0"x68"f8'0' 106112 7015/16 8'O"x6'8"/8'0" 142112 9415/16 10'0"x6'8"/8'0'f 1781/2 11815/16 3P-3T-UR 9'0'x68'/8'0" 1411/4 10511/16 12'0"x68"/8'0" 189114 14111/16 15'0'x 61"1871 2371/4 17711/16 4P-4T-UR 10'0" x 6'8''8't'' 46 1167116 12`0" x 61"'8'0` 76 140 7/16 16'Ct" x 6'8"'8'0" c36 1887116 20'O"x 6'8"/8'O'f 296 236 7/16 Notes: *Actual Frames Sizes shown do not include wood luck or shims. t Available in 500 Series only, All openings must be plumb and square. Masonryopening sizes reflect nominal 1"thick pressure treated wood buck strips, `Hood frame openings are calculated with the drvwall butted to the window frame. None Master Wood Name Masonry Wood .: 373f4x40518` 36114°°x497t$' SO4Oe fii1 /4x49 60114xOr1 4 25 37 3/4 x 63 361/4 x 62114 5050e 61314 x 61 601' 4 x 601/4 ,BY, s-44.; 5131r231/4 i060 61-34-x`73 601/4x721/4 33 53 7/8 x 38 3/8 52 3/8 x 37 5/8 6020 73 314 x 25 721/4 x 241f4 30 537-f8x50°5/8 ` -521/8 X4M 6030e 73 3/4x 31 721/4 x 361/4 35e 53 718 x 63 52 318 x 62114 6040e 73 3/4 x49 72 114 x 4g V4 36e 53 778 x73 52 3/8x 72:U4 6050e 73 3/4x61 72114-0014 42 74 718 x 26 73 318 x 251/4 €i06fte 73 314 x 73 72 I; 4 x n 114 43e 747 x 38 3/9 73 3/8x 37`% , r ° ,ImPiPTIMEM 44e 74 7/8 x 50 5/8 73 3/8 x 49 718 Name Masonry Wood 45:e i�$�6:3 733/&x62'114• 60203 733/4x25 721/4x-241/4 46e 74 718 x 73 73 3/8 x 72114 6030-3 73 3/4 x 37 72 1/4 x 36 V4 RollerHorizontal 60404 :733/4x49 721/4.481/4 Name Masonry Wood 6050-3 73 3/4 x 61 72114 x 601 /4 2020 ' 253/4x25 241/4x24-1/4 7020=3 853/4x25 84 1/4-x 24-1/4 2030 25 3/4 x 37 24114 x 361/4 7030-3 85 3/4 x 37 841/4 x 36114 2040, 253409 20/406.1/4 7040-3 853/4x49 841/4x48`4/4 3020 37 3/4 x 25 361/4 x 241/4 7050-3 85 314 x 61 841,4 x 601!4 3030 37 3/4 x 37 361/4.x * 14 8020-3 97 314 x25 %1/4 x24114 3040 37 314 x49 361/4x481/4 8030-3 97314x37 %114x361/4 305n 373/4x61 36114x6fl 114 3e 4 ? 973f x49 961/048`114 4020 49 3/4 x 25 481/4 x 241/4 8050-3e 97 314 x 61 % 114 x 60 i;4 19W 49-31037 48110-36 t/4' 90 3: - 1093/425 1081/4 x 241/4 4040e 49 314 x 49 481/4 x 481/4 9030-3e 109 3/4 x 37 1081/4 x 36114 Vie` 49314x61 481/0- 0.49 90A0 3e 1093/4x49 108'1/4x48114 4060e 49 3/4 x 73 481/4 x 721/4 9050-3e 109 3/4 x 61 1081/4 x 60114 IM 61-VU25. * /4,9ZX "4", 5030e 613/4 x 37 6014 x 361/4 munkng Lumpunents 1 177 U,3 P3 I 38D0 i f '�(' Bra Aux M cm�rak L_ '�—*�i uko„•sasct") sTAxkassno:Mkst" Fi txT,rx4,uks,txc ms,zxa uis a.s,s j 1+,s n SIANDODWALIM rxcur rxraxi. tx4 e - Meets or exceeds egress requirement e' - Does not meet egress requirement in 9000 and 975 Series. zC u • f ai 0 L � SyD�I CL c) 'WJ C C��� 0 ZZe�V<� fJy O pJ b- LLJ ®p U_ U_ 4; EE U ism tg -�3 Q > C4a 0� EDP E ` 0 (V �5"0� i a) 0 M CD C a" 0 CD� C ® 0� v -a�� U) d.�®- � f%J C -E O l— , 0 MASTER DA' L- JULY 1, 2015 DRAWN' Daniel M. Ossmarl. SHEET N6. SCALE: N.T.S. SCALE: N.T.S. APPLICATION INSTRUCTIONS_ Timberline° Series shims come 36" (914mm) a- (203mm) - s" (2 ) In either 36" (914mm) or 36-15116" 14. ,,, (938mm) lengths, depending on �11-i/2° (292mm) �"'� 15" (391mm) shingle brand. Application Instruc- ( I+--- 1 (25min) - t-11r (38mm) I 12-i/i" (3iBamn� ' I . _ t (25,m) - 1 1..Ir (38 mc) tions apply to both. 1 ( n) - 1-tir (3am-) - ..I .— 1(25mm) - t-are^ f3am.) 1z" These shingles must be nailed a (344ai")r sin seed nominal 5-5/8" (143mm) from bottom 5-SW (143mm) Adhesive (143mm) 1 nominal unexposed 1F on Back nominal unexposed of shingles, as shown, to allow for and through and through penetration through the double ply teeth lam +Born layers area just above the tabs. Nails should Ned cUkta s NW Paden Standard Nailing Pattern - four :ads per shingle ti— remafn unexposed. Line GENERAL INSTRUCTIONS • ROOF DECKS: For use on new or reroofing worst over well -seasoned, supported wood deck, before seating or are not exposed to adequate surface temperatures, or if the self -sealant gets tightly -constructed with maximum 6" (152mm) wide lumber, having adequate nail- dirty, the shingles may never seal. Failure to seal udder these circumstances results from the capacity and smooth surface. Plywood deck'nq as recommendedby Tfre Engineered Assn. is acceptable. Plywood decks for Class �1 installations must t 31W (10mm) thick cu below. Shingles be fastened directly insulation nature of self-sealing shingles and is not a mar�facturinq rlefeCt. To insure immediate seating, a 4 meter sized dabs of shiVe tab adhesive on the back of the shingle 1" (25mm) and 73" in from 1 from bottom The be greater with untderlayments as noted must not to ( ) each side and (25mm) up of the shingle. shingle must or insulated deck unless authorized in writing by GAF Materials Corporation. Roof decks and pressed furray into the adhesive. NOTE: f existing surfacing material must be dry f for to application of shingles. AppEicatiot of excess tab adhesive can cause blistering o the shingle. - UN RLAYMENT: Underlaymem ath s s has many benefits, including preventing For maximum wind resistance along rakes, cement shingles to underlayment and each other in wind driven rain from reachingthe interior of theTuuilding and preventing sap in some wood decking frtxrf reacting Uric a{so rehired by many code bod- a 4" (102mm) width of asphalt plastic roof cement. NOTE: The film the back to sticking together of the shingles with as fait shingles. riaytrterit is des. Consult your local building department €a its reeqquuifrefnferrts. where an underlayment is to strips on of each shingle are prevent while in the bundle. Their reel is NOT reauired ap� . be install�l, a breather type underlayment such as GAFMC`s Shingle-Mate'undertayment is rec- • CANADiAN COLD WEATHER AP LICA�S: CSA 123.5-M90 mandates that shin- omtnt r�ded. Underlayment must be installed fiat, without wrinkles. • FASTENERS: Use is (Staple and gles applied between September 1 and April 30 shall be adhered with a compatible field -applied See Wind Resistant for GAF Materials Corporation's recommendations for the appli- of nails recommended. specifications application instructitxls are available from GAF Materials Corporation, Carltract Services Dept., 1361 adhesive. cation of that adhesive. Alps Road, Wayne, NJ Q747{3.) Use only zinc coated steel or aluminum, 10-12 gouge, • MANSARD AND STEEP SLOPE APPLICATIONS: For roof slopes greater than 21' barbed, deformed for smtwth shank roofing nails with heads 3/8" (10mm) to 7116" 0-2mm) 0750mm/m) per fleas (do NOT use on vertical side walls), shingle seal mq must be enhanced by in diameter. Fasteners shells long enough to penetrate at fast 3/4" (19mm) into wood decks or)ust through the plywood decks. Fasters must be driven flush with the surface hart! sealing. After fastening the shim in ice, apply 4 quarter -sized dabs of stir tab adfie sive as indicated in Wind Resistant above. The shingle must to pressed firmly into the adhesive. of the s Over tirivirug wail damage the shtrigle. Raised #asteners will irttt#ere with the •EXPOSURE: 5" (127mm) leafing ofee shingt. For normal installation, four fasteners must bestaRed per shingle, THROUGH VENTILATION: All roof structures must be provided wait through ventilation to a n01' 1 5-5l8" (143mm) W from the bottom ofthe shingle, to ptrtetrate bmh layers of event entrapment of moisture laden air behind roof sheathing. Ventilation provisions must at the she Fasteners must be installed ahroximateiy 1" 1 1/2' (25 38mm) and least meet cx exceed Current F.H.A., H.U.D. Or local Cade minimum requirements. 11-112°-1�L-1/2" (292-318mm) from each side. • NON -CORRODING METAL DRiP EDGES: Recommended along rake and eave edges on • WWND RESISTANT: These shingles have a special thermal sealant that firmly bonds the all decks, ecially cal decks. ASTM she s to her after application when exposed to sun and warm temperatures. Shingles ki rat! or Winter may not seal lentil the me Spring. If shingles are damaged by winds • ASPHALT rt.A3 C CEMENT: For use as shingle tab adhesive. Must conform to 04586 Type I or It. +� Underlayment: Standard Slope-4112 (333mrr im) or more AM of urWaymtew Coves- deck with one layer of and rla installed without wrinkles. Use only nails to hold underlayment in pie catti� by shingles. AA��IItcadeet of n: Install eave flashing such as GAF Materials Corp0ration Weather 'ratch� or StormGuardd i2c Barrier in localities where leaks may be caused by water backing up behind ice or debris dams. Eave flashing must overhang the roof edge by 378" (10mm) and extend 24" (610mm) beyond the insi� waif line. 4" (102rr1rn)� Deck 12" (305mm) �% weather Wa"* Minimum Slope. i �" or StortnGuarria For lower slopes, _ _ /i/. pis, see Box f a. --�/ice, r Leak Barrier. AN sheets are 36" (914mm) wide Shingie-rwtate® urxtenfayrient. N71 dr��ngadgek orr of underlayrnent. 7318" Roof overhang (102rnm) " (51mm) Side Lap End Lap Akxtg eaves put underlayment on top of metal drip edge. 1,0 Underlayment' Low Slope 2/124112 (167mm-333mm/m) Appiication of undedaywrit and eave flashing; Completely cover the deck with two layers of underlayment as shown. Use only enough nails to hold underlayment in place until covered by shingles. Use blind nailing for eave flashinnggs. At eaves and where ice dams can be expected, use one layer of GAF Materials Corporation Weather Watch' or StormGuard* Leak Barrier. Eave flashing must overhang the roof edge by 3/8" (10mm) and extend 24" (610mm) beyond the inside wall line. Where ice dams or debris dams are not expected, install 2 plies of Shingle -Mate' uridedayment. Low slope 710 4" » ` weatherWow (51mm to 102mm) i� r or SbmdCr_W' e 12" (305mm) /�% ' _�%�/ Leak Bartiar. 'i A I Meets are 36" (914mm) wile Shingle -Maw Lap sheets underlayment. t1 ty(44 ) Rake coca edge double coverage. 318" (10mm) Roof overhang Eaves drip edge Starter Course Apply as shown. Start at eititer rake and lay in either direction Underlayment Metal Drip For maximum wind resistance , along rakes, cement shingles Cou40 Place shingle 3/8" (10rnm) I underfayrnent and each fat over eave and rake edges other in a 4" (102mm) width ` Ste, to provide drip edge of asphalt plastic roof Cement, Trim tabs off all starter course } O Trim nd of from end Of e shingles, then place and nail as shown, 3" to 4" (76mm to 102mm) from eave 102mm) first shingle 3 First Coarse Start and continue with full shims laid flush with the starter course. Shingles rrtay be laid from left to right or right to left. DO NOT lay shingles straight up the root since this procedure can cause an incorrect color blend on the roof and may damage the shingles. Fnandrake ntinue t course whole ngle° Startcourseole shingte policed 31W (1Qmm) over es to provide drip edge 4 Second Course Start and continue second course as shoo. Trim 6" (152mm) from the end of the shingle. Position the shingles in the second and subsequent courses hush with the tops of the wide cutouts. This results in a 5" (127mm) exposure. Continua with full width shingles across the roof. Strike a chalk line about every 6 courses to check parallel alignment with eaves. NOTE: Shingles may be laid from either left or right hand side. Start at either rake edge with shingles having 6" (152mm) trimmed from rake. First Course Trim Shingles 6" (i52nm) 5 Third Course Trim 11" (279mm) from the first shingle in the course then continue with full shingles across the roof. �1 Trimmed ShinglesP P First Course Full shim 6 Fourth Course and Remaining Courses Trim 17" (432 mm) from first shingle in the coarse, then continue with full shingles across the roof. Fifth and subsequent courses refit full shingle instructions from Step 3. Fifth Course Full Shligpto ThWrdCRtUM air�,���♦ Fourth Course >, �v T ° P P \' Second Course 1PP .♦ s ° ° a ° % ° First Course �° P P' °° P P Full Shingle ° P P Trimrned Shingles Hip and Ridge For single layer application, use hip and ridge shingles and apply as shown. To enhance appearance, use GAF TIMBERTEXe or a double layer application of Universal Hip & Ridge. (One bundle of TIMBERTEX" Hip & Ridge ergs 20 lineal ft.-6.1 meters.) For double anion, start with triple thickness of precut Hip & Rites shingles and continue remainder with double thickness. Fasten in same manner as single application shown. Apply laps away from prevailing wind direction. 8" (203mm) exposure Bend Hip & Ridge shirr�tee TIMSERTEX° centered over Hip or Ridge Hip & Ridge • from bottom and 5" (127mm) 1" (26mm) from edge exposure Nail 5-af8" (143mm) from bottom and 1" (25mm) from edge Re-Roo ltng If old asphak shingles are to rerrtain in place, Wait dtivtfn rx cutaway all loose, Buried tx lifted shin q�s; replace with new: andt befaee rev rotrrxj, sweep the surface clean all loose defxls. s i� irr des may show Sew to �e tt� underlying shingles pra✓ide a . faa�stterfers mus�R�e=cierl to penetrate the deck at least 3/4" (19mm) or just through piyv 1. Follow otter ate instructiors for NtXe can appled over wood shingles when precautions have tsdt to provide an ace smooth surface. This includes cutting back old shingles at eaves and rakes and installing new wood strips as needed. Make surface smooth anti use beveled wood strips if necessary. Install #nine rtaymera to maintain Class A rating. This product is sold with an express LIMITED WARRANTY onI A copy of ft LIMITED WARRANTY stating its wins alai restrictions is prirxed on the prtxkdet wapper or may I obtained from ft distributor of this 1:01odud � directly from GAF Matenals Corporation. Any deviaticxt from printed insirmtions shall be the responsibility or app{icattx anri/or specifier. Precautionary Notes Timberline` Series sh s are fiberglass, self-sealing asphalt shingles, Because of the natural characterisk5-of the high clualty waterproofing rnatenal used, these shingles will be stiff in cold weather and flexible in hot weather. 1. Bundles should not be drL* art edge nor should attempt be made to separate shingles by breaking` over ridge or bundles. 2. Handle carefully. Shingles can easily be broken in cold weather or their edges damaged in hot weather. 3. All exposed materials must be of Class A type. 4. Storage should be in a covered. ventilated area -maximum temperature 110°F (43°C.) Store on flat surface and use weic)ht ehatiziort boards if pallets are to be double stacked. gtingles must be protwled from weather when stored ate site. Do not store rear steam ppipes, radiators, etc., or in sunlight. Ali rc i oduct rru.rst be stored on ends. 5. If shingles are to be applied dirtr� PROLOi1fD COLD periods or in areas where airborne dust or sand can be expected before sealing occurs, the shingles MUST be hart! sealed. See Wind Resistant instructions. a Wall Flashing (Sloped Roof to Vertiical Wall) Sheathing —► Siding 5" (127mm) W. ii Metes Flashing / (Nailed to the deck, not to vertical side wail) J9 Chimney Flashing hwrx arta5ng metal munterfiashMrg to extbase dowshin over r Ong Cap Shingle -{Io Not Nail. /tdistari wltii Roofing Cement -- Roofing Cement --4 Shin99fe -0 Roof Deck If0 Valley Construction -Closed Cut acxoaa��-: met an high we of non -corroding meW base flashing. one piece stop stashing for each course, Lenient in place and na with 2 nails. Bond over" sirkrgltts in aaphait plastic earnest � �■� � bAtrfi►�� r .. trinmed 2" {5tmm) from vefley r:erdertire 11 Valley Construction -Open lbm Swim suit and bat y t1r ( ) minimum cerkN fide wkhh roe of wearier watdP or stmtntuarrt.a Barrier r )DNA) secure the mew 4adwv r ul g 1i^to 78 f 457—)a h edge. .511 Embed shingles in cernent 1, Top of vafley 8' (152mm) wide between shirges. preakta tf8" (tf8" (1(immim) per kxd tarrard eaves ROOF DIAPHRAM NAILING SCHEDULE. ROOF EDGE ,- -- --....-- — — — —— __ I `f .; y— RIDGE 2 i l ;�2 2i lI 49 2) i ROOF DIAPHRAM NAILING SCHEDULE Consult Section R 803.2.3.1 For Additional Info 1 8d Ring Shank Nails all 6" o.c- Edges & @ 12 o.c. Intermediate 2 8d Ring Shank Nails @ 4" o.c. Edges & @ 6" o.c. Intermediate 3 8d Ring Shank Nails @ 4" o.c. Edges & @ 4" o.c. Intermediate A. See Structural Notes for sheathing specifications and wind speed. B. End joints of the roof sheathing shall be staggered and occur over framing membe C. Schedule assumes sheathing is fastened directly to Southern Yellow Pine or Doug Fir or better. D. See truss Manufacture's truss engineering cut sheets for additional permanent bracing that may be required. E. "T" bracing may be used in place of permanent bracing provided it extends over at least 90% of the web. REVISiONS NO DATE DESCRIPTION v � � y ca ca sue- � p�Aq��l �q wqq .y � v C) a� s� a C L_ p to CO -0 to ca r p o ca C0 tU C CO a) O 0 O co -0 O *- LLB N tU 43 LL, Q W to U CL �� E U 0 O U ~` O L SUM C C C e— O co a"o0® t � �y C� �. CA CO 4) i ® ® $ 00 0 4- id O O ill M (J) UH�NIl V/ W J W 0 J eJ rr DIiiiiii- 0 D k%M**4'%14h IN- 131Z a i TYPICAL TOP BEARING PLATE SPLICE SHEAR PANEL: SCALE: W.T.S. Consists of CDX plywood or better nailed w/ 8d common nails, at 3" o.c. edges and 4" c.o. field also, glue when possible. All other plywood between shear panels to be nailed w/ 8d common nails 4" o.c. edges and 8" o.c. field. All plywood edges (in shear panel areas) supported by 2" x _ shear panel ends w/ (2) Simpson "CMST" straps (or equal), nailed to each stud top and bottom. LEk,--d 0 F s P wc. L. - (01 SYP 2tog" 6 140110.L., ;► arm �• • �� �► A TYPICAL SHEARWALL PANEL SCALE: N.T.S. Al.ur'I Si�yLE, ►-�IJ� TYPICAL WINDOW SECTION - HEADER SCHEDULE OPEWG SIM [UP MWAMRS SI TO3'-4" Z-2"X6" 3'-5"TO5'-4" 2-2"X8" 5'-5"TO8'-6" - 2-2"X10" 8'- 7" TO 12'- 6" 2-2"X12" SCALE: 3/4" =1' - 0" �► j AS F���w TYPICAL LOAD BEARING HEADER DETAIL AT EXTERIOR WALL ONLY SCALE: N.T.S. Fiberglass shingles over 30 Ibs felt over 1/2" plywood sheathing or "opt" 7/16" OSB sheathing with roof structure spaced no more than @ 24" o.c.. See roof framing layout and connection schedule for additional information.. w F PaL. x elTy >s X 1 `co to ll 0'C, OVE2 1Z — 13 1FJUL- 2 � r J co` 6 4 � fabZ w/�I . � Z 0 0PT CoxCo x10x10 W.wri, r. Co1lIL,� 4,QelEq ` , � _ 0- dk t O ` , TYPICAL WALL SECTION SCALE: 3/4' = T - O" � o � er U� ♦^I %en Qi Q � C Willi is � .r •fl G. � A V L 0 L ^^ll r� ��1 2 W ` V Q X of Lao � c MCVt�o �o of co r 04<ca o a) — >.sutn� L i .2 C'i O Z u. a� LL c U) Q T, to W Cc LO 0 E(D =) -0 co 0 Oj CO -O 3 Oa Q cfl o wa:5E0 E a"— 0 ai 3 L L 2 O 6 0 C tp Cf fi = tII r v `p 5, H 0c!!•F4-��� C cu0 �co °iH=�i1 U) ._.! Uj Q W F— W 0 J --� D D F— F— C) C) D D cr Cr F— f r— LLJ LL- r� "L" BRACING REQUIREMENTS STUD NO (1) 2' X 4" (2) 2" X 4" (2) 2" X 6" SPACING "L" BRACING "L" BRACING "L'' BRACING "L" BRACING 16" 0'-0"-4'-5" 4'-5"-8'-0" 8'-0"-12"-0" 12'-0"-16'-0" 24" 0'-0"-4'-0" 4'-0"-7'-0" 7'-0"- l0'-0" 10'-0"- 14'-0" Scissor Gable - (1) 2" x 8" #2 S.P.F. @ Each Vertical and (2) 2" x 8" Full Height @ Diaphragm Blocking TE: NOTE: 1. "L Bracing must extend at least 9(r/o of web length except, scissor gable which requires brace to extend full height of gable. 2. "L" Bracing to be fastened to gable stud with 10d x 3" nails @ 4" o.c. r SINGLE "L" BRACING DETAIL SCALE: N.T.S. LE "L" BRACING DETAIL 9 .p a � �trn►' r e •. +rw� Via* ®i ' e �i'a�'e '°T s s e adr a err a.! � e e e `�rs1�4 � 4,A� Fr ' ABLE END BRACING DETAIL SCALE: N.T.S: n U "C3 A i a � c u � a 0 CU a � ® WOO CL C CD 0) C(U�T�C5 � n � NQ� W >C WO—C cn o Qy -0 � . ® g+) p-0� 0 4 L c.. .j E N U- 0. E U `00 ti5 ®0 L (Dm ® C�L� or'-- c ®- E = ea E �. 0 M N 8 cc 0:�- 0 ��oo _ Q? �® 0 r 0 C'4CL 0 Ui Ill— U) W Cc D �./ D D `i j v rs SCALE: N.T.S. SCALE: N.T.S. A. OVA vw,'AVg� AW SECTION - TYPICAL GABLE END BRACING DETgII, SCALE: N.T.S. 71�= ME 1,01W � Q I•- CTION - TYPICAL BALLOON FRAMED GABLE END BRACING DET SCALE N.T.S. SECTION F2—W-*M SCALE: N.T.S. I oj co, G" 0. 2!'x 4!'oLnux)E> 6.1 Z4!'o,c oj Oitil L,5 F�jz jo I Q-r mlo, ALTERNATE NON -DROP GABLE END DETAIL ,SECTION SCALE: N.T.S. SCALE: N.T.S. n BOUNDARY, TOPOGRAPHIC& TREESURVEY SECTION 11, TOWNSHIP 26 SOUTH, RANGE 21 EAST PASCO COUNTY, FLORIDA LEGAL DESCRIPTION: LOTS 5 & 6, LESS THE SOUTHERLY 16 FEET OF THE WESTERLY 40 FEET OF LOT 6, BLOCK 211, TOWN OF ZEPHYRHILLS, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 54, PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. F /.R. 518 LB 6382 Q \\moo 0 `C>o �2 15 PALM ti \ o ME x 9 PALM \ O � fR g1.9�' 2 S.1. R. \ Cb ALSO \ y1 LOT 4 N F? x �2 x 02 i eIL 4� 'b F.I.R. 518" G•' 1\6 P_ O1 �A1. LB 6859 \ Gp DR / 0) a 6' WEST I - �v & 1.8' NORTH a .._/ N. x (23�1i O 12 CITRUS- i h x qp F.I.R. 1/2" o L8 107 6' D18T DRIVE , 9 �,5• S / p '�LO FLR. 11�' h Of \ LB 107 ` � PPRTGI.U��p b` .tills S 1� 2 F.I.R. 1/2" 1A0 x �~ C� x x ��. I? CER77RED TO. DARWN W. 7ROYER, TRUSTEE OF THE DARV/N W. 7ROYER REVOCABLE TRUST UTD 6-24-04 and RUTH ANN TROYER, TRUSTEE OF THE RUTH ANN TROYER REVOCABLE TRUST UTD 6-24-04 l,FI)_ „mil PC :Point of Curvature 7BM : Temporary Benchmark Concrete PT PRC :Point of Tangency :Point of Reverse Curvature BM :Benchmark A.P.O. :A Part Of PCC :Point of Compound Curvature PP -Power/Utility Pde COV, -Covered Al. :Point of intersection PSM :Professional Surveyor & Mapper MAS : Masonry SIR :Set Capped Iron Rod 1/2- 16962 LB :1Jcensed Business RE-1 : Reskfence FIR :Found Iron Rod RLS :Registered Land Surveyor P.B. :Plat Book RP :Found Iron Pipe A77MA :As 7hek Interests May Appear PG. : Poge FCM :Found Concrete Monument ISAOA :It's Successors And/Or Assigns T17? : Typical S.C.M. :Set Concrete Monument R,Cp :Reinforced Concrete Pipe W.F. :Wood Fence SET DISK :Set P—K Nall & Disk (P) :Plat. a_ :Elevation FNO DISK :Found P—K Nail & Disk (D) :Deed ASPH. : Asphalt FND RRS NCF :Found Railroad Spike :No Caner Found or Set (Desc) :Description W.C. :Witness Corner PRM :Permanent Reference Monument (C) :Calculation R/W :Right Of Way 0/H :Overhead Wires (F) :Feld Measured ESMT. :Easement C.L.F. :Chain Link Fence SEC. :Section S/W : Sidewalk P.O.B. :Point of Beginning 7WP. :Township C.B. :Chord Bearing RO.0 : Point of Commencement RGE :Range COL : Column P—K : Porker—Kalon C/L :Centerline SO. :Square O.R.B. :Offkial Records Book A/C :Air Conditioner 01A_ :Diameter V.G. -Concrete Valley Gutter O/A :Overall US: :United States eta \ x 4' F.LR. 5/8• LB 6859 12 PALM STyG LO x 2 � h � x VACAIft- i A.P.O. i x mv-w F101 038 OAK FLR. 1/2" 2p.2 1� v' x Cb x;p .2o' 4 5 65 LOT 7 ho SET NAtL o �b ELEV.=83.36 ti 19 UN �� rn O. -A Q 2� xQ2. �2� ti9`� �X r. SET IL CHERRY LAUREL / ?)2 O F.I.R. lj ELEV.bn 95 nib h �� x L V2. piRT 6,1: i 040 OAK \ Xl oo`° t n0 x (b NOTE.' ALL TREES ARE MEASURED IN INCHES ELEVA77ONS ARE BASED ON NGS BENCHMARK B 663; ELEVA77ON 88.38 (NAVD88). BEARINGS ARE BASED ON THE SOUTHWESTERLY R/W LINE OF 9th STREET AS, S 25'00'00-E. " ASSUMED. PeoPasEV dEw sFr� P. F. E. = SS.z' 0 SCALE 1 " = 2D' 0' 10' RO' 30' rs rVeyor's No tes: I 5 jT� DA VID L. SAfITH 1) Property shown hereon appears to be located in Flood Zone x" per F.I.R.M. No. 12101C 0456H ,SURVEYING AND MAPPING INC. Dated 8-28-08 This surveyor makes no guarantees as to the accuracy of the above information. Local F.EM.A. agent should be contacted for verification. G 1406 W LINEBAUGH AVE Tampa, R. 33612 2) No underground utilities, underground encroachments or building foundations were measured or �av� YQ Phone (813) 935--1960 Fax (813) 933-9446 located as part of this survey. Trees and shrubs were not located unless otherwise shown. 3) This survey was conducted without the benefit of an abstract of tit/4 therefore there may be other easements, rights of way, setback lines, agreements, reservations, restrictions or other simt7ar Certificate of Authorization L_B. #6962" matters of public record, not shown hereon. SURVEYORS CERTIFICATE 4) Unless otherwise noted, distances shown hereon refer to plot and field measurements and are measured in US feet. I hereby certify that the survey represented hereon meets the requirements of Rondo Administrative code 5) Re —use of this survey for purposes other than if was Intended without written verification, will be pursuant to Chapter Sk—IZO5O.051.05Z of the Rorida Statutes. Unless it bears the signature and the the re —users sale risk and without liability to the surve Nothk7 herein snail be construed to original raised seal of this Roriddnf licensed surveyor and mapper this drawing, sketch, plot or map is for y y� 9 informational purposes only and is not valid. convey any rights or benefits to anyone other than those to whom this survey was originally certified. Field Date: 02j01/17 PAWYOVIDr.• s.L J. M/CH4U fUOUA ASM 4192 Job jDm� er ca Date Number Signature 1T01-094 V nwi, OR- 75 WR 41,41111114 - , 41 .1 � - Hardie board siding, over a water resistive "Tyvek" vapor barrier, over 1/2" cd-x plywood sheathing that is nailed with 10d x 1 1/2" nails @ 6" o.c. edges and 12" field, over 2 x 4 exterior wood studs @ 16" o.c. with R - 13 insulation between and finished with 1/2" drywall on the inside. Water resistive barrier in accordance with Section R703,6.3, of the FBC 5th Edition 2014 Residential. Lam, r--,V . &� te r . / A- Lv� All elevations drawn are for "illustration" purposes only. For "actual" elevation coustructioR, consult construction drawings and structural details for additional information. - --- --- ---- 0 00 0 oo SCALE: 1-/4'= V- 0" E-1 16� FRONT ELEVATION" Fiberglass shingles over 15 IN felt over 1/2" plywood sheathing or "opt" 7/16" OSB sheathing with roof structure spaced no more than * 2411 o.c.. See roof framing layout and connection schedule for additional information along with elevations for roof slope. RE% Cl,r PLA AEAR ELEVATION RUIRM Main house roof pitch® 6.5 / 12 Front porch roof pitch: 5/12 Main house finish ceiling height: 10' - 0" Front porch finish ceiling height: 8' - 0" All door and window header height to start at: 8' - 0" SCALE: 1/4" = V- 0" SCALE: 1/4' = 1 1 - 0" T. VALu STc n a e 4'' O' C I -- 2. x3 2 Vc Co PIT TOP 2 x4 OAtr1D P} w . t r7 n . 1 1 vv 1 I V/ ..ram..- — � -..--.r / !. S I M P50" d pbIt OR TO WOO p pEGK WIA, s I M Pso�l " J>C4" HANDRAIL DETAIL Pe I P e- 0 + SCALE: N.T.S. 4- PT Nq,,/ f2o 5T a TYPICAL CROSS SECTION AT COLUMN SCALE: N.T.S. d o .t-1JPLF,�'P4 ti STAIRWAY CROSS SECTION SCALE: N.T.S. 1� 11 For all cone. block stemwalls erected more than 18" in height above grade, must have 1- #5 vert. rebar in a masonry cell, filled and temped solid with conc. Space all vert rebar no more than 6' - 0" o.c. and at all corners unless otherwise noted. Also include 1- #5 coat. rebar in the top U - block of the stemwall tamped and filled solid with conc. For all conc. block stemwalls erected less than 18" in height above grade, all conc. block cells must be Filled and tamped solid with conc. � f " M I eII L i W 1 +J �*✓ - W 1 ►J U4 W 4' ! assume i I Finish floor level to be a min. 0 24" above finish grade. 1001- '! LJ H ED ik 99 b!! AT 5tA0 I � Pour new 4" concrete slab with min. 3,000 p.s.i fibermesh or "opt„ 4" cone. slab w/ 6 x 6 x 10 x 10 w.w.m. over 6 mil. vapor barrier over termite treated and compacted clean fill. -. 8" x 16" conc. ft w/ 2 - #5 rebars conc. w/ a 8" x 8" xl6" conc block stemwall above 3/4" Recfor all +e�ss o ' doorways )tYp)• W I Q Dow DOOR t GLOW 3(a 7 FOUNDATION PLAN I `:�� 7 SSUMED Z4 R• SCALE: 1/4" = 1' - 0" _ REVISIONS NO DATE DESCRIPTION - Ix en A "M r. Vj C)40. to LU .n } 0 0 4- 2'o Nas 0 . 2 L V w 4) U O i`J Q M "C C N C M a? () +a 4} �+ i U th 'f3 O ;- W -j LL � to O. ++ � Co U) U C- �� E E � �� U o -.c EG1P 2 ow O � m LImO �- /y � C o (ICO = ai +• CO ,V W M U f-- M {V a- W LO W M tti v) LL to Q. L z Q- .... Lf) Na) Cn F OBNO.27 9TH STREET DATE FEBRUARY 10, 2017 DRAWN BY Daniel M. 4ssman Window and Door Schedule No. Type Size Notes Door or Window Manufacturer Name I Insulated Exterior Door 36$9 x 80" Therma - Tru 2 Insulated Exterior French Door 32" x 80" Tempered Glass PGT Industries 3 Single Hung Window SH24 PGT Industries 4 Single Hung Window SH26 Fire Egress Window PGT Industries 6 Single Hung Window (2) SH26 Fire Egress Window PGT Industries 6 Single Hung Window SH 1/2 36 Fire Egress Window PGT Industries 7 Interior Hollow Core Door 30" x 80" N/A 8 Interior Hollow Core Door 32" x 80" N/A Lilriterior Hollow Core Door 36" x 80" NIA Note: 1, ALL EXTERIOR DOORS AND WINDOWS SPECIFIED ARE "IMPACT RESISTANT". 2. PROTECTION OF OPENINGS SHALL CONFORM AND MEET REQUIREMENTS AS SET FORTH IN FBC 5th EDITION (2014) RESIDENTIAL, SECTION R 301.2.1.2 3. Any products that are substituted, must meet or exceed products specified. Contractor "MUST" provide data to building inspector at time of inspection. 4. Contractor "MUST" (double check) and field verify all existing openings then coordinate with manufacture before purchasing any doors and / or windows. Daniel M. Ossman Drafting Service, Inc. "IS NOT" responsible for any errors in sizes, in the door / window schedule. For all "exterior walls" use 2 x 4 studs *, 16" o.c. with minimum R - 13 insulation and 1/2" drywall on the inside. For all "interior walls" use 2 x 4 studs *), 24" o.c. with 1/21' drywall each side. Note: At all plumbing walls use 2 x 6 studs to allow for ventilation plumbing stacks Closet maid ventilated shelving. a 1,236 s/f Heated Living Area 184 sK Covered Front Porch 12 Covered Rear Entry 19432 s/f Total Square Footage Under Roof All exterior masonry and / or frame perimeter walls are to be considered shearwall segments, except at door / window openings and wall lengths less than 2'- 8" in length. State of Florida Energy calculation form overrides any insulation R - values shown on plans. Contractor "MUST' coordinate and verify with mechanical contractor before the installation of insulation and mechanical equipment. I - Simpson "HTT16" tension hold down ties required at the beginning and end of the shearwall segment adjacent to typical required double stud. NOTE: Use 1/2" diameter anchor bolt doweled every 21 " o.c. max. and all corners and each side of all door and window opening. NOTE: (MIN. 5" embedment into the slab or top course concrete filled stemwall). DESIGN AND WIND CRITERIA (FBC 5th EDTION 2014 RESIDENTIAL) Address: 5027 9th Street Zephyrhills, Florida 33542 Basic Wind Speed (V) 150 mph Building Classification "RISK" Category 11 1 Wind Importance Factor (1) 1 Wind Exposure C Internal Pressure Coefficient +/-0.18 (GCpl) DESIGN WIND PRESSURE FOR EXTERIOR COMPONENT AND CLADDING MATERIALS Table 6 - 313 ASCE 7-02 Doors 41.75 psf Windows 49.25 psf NOTE: THIS BUILDING HAS BEEN DESIGNED TO RESIST WIND INDUCED SHEAR AND UPLIFT FORCES, AS SPECIFIED TO COMPLY WITH THE FLORIDA BUILDING CODE 5th EDITION 2014 RESIDENTIAL, SECTION R 301.2.(1) WITH A (3 SECOND WIND GUST). It is the responsible of the General Contractor to make a field inspection to verily all existing field conditions and measurements with proposed plans for accuracy, before distributing plans to any and all trades, General Contractor will be held liable if these inaccuracies are "NOT" submitted in writing to Daniel M. Ossman Drafting Service, Inc. before the distribution of plans. Daniel M. Ossman Drafting SerAce, Inc. "WILL NOT" be held liable for any inaccuracies in dimensions with existing field conditions or other trades on proposed plans. I I 0 00 14- 0 0 L0 I I I I M NOIE; Main house roof pitch: 6.5 / 12 Front porch roof pitch: 5/12 Main house finish ceiling height: 101 - 011 Front porch finish ceiling height: 8' - 0" All door and window header height to start at: 8'- 0" o '� III � o PROPOSED FLOOR PLAN LAVOUT I I I U) M I I SCALE-. 1/4" = V- 0" coo V W) 94 Ow Qn L_ 0 -0 W C (D C) CO L_ Lip Nr C) C: r- , cc) (D 0 CD cj� co C14 < V) 0) (Z cU CO .2 -0 0 cy" -0 uJ _J U_ _C LL (1) C 00-L0 � 0- M E -C (L) (1) -a 155 0 = cu 6 2 (D D< > C E "7 0 (0--a ,Z-- a.— 0 E o ca m 0 ,- (D 0 72 -0 C) (D c: -E Q I— o .�c M 2: (N C-c- L cv 40 43 Lo co Z 70 0 .J 4-a U_ CL (3) E C\J 5, Z C) _rZ C�L L0 (1) N :D IM I I Framina Lavout Notes: 1 Framing layout drawn by Daniel M. Ossman Drafting Sere, Inc. is a schematic representation only. It is the responsibility of General Contractor to make a field inspection to verify "ALL" existing field conditions including accuracy in dimensions with proposed plans. General Contrar "DUST' certify in waiting (the time and date) that this field inspection was conducted on and submitted to truss manufacture. If this field inspection was "NOT" done prior to giving said plans to the truss manufacture, then the "GENERAL CONTRACTOR WILL BE HELD LIABLE FOR ALL COST OF ANY / ALL MISTAKES" on pre-engineered trusses that are constructed for said project. Daniel M. Ossman Drafting Service, Inc. "VWLL NOT RE HELD LIABLE" for errors made on any framing (floor or roof) truss layouts. 2 Upon receiving said plans from the General Contractor ... the truss manufacture "MUST" make a their "OV01" field inspection to "DOUBLE CHECK" all existing field conditions, roof slopes, overhangs, and dimensions prior to the manufacturing of any / all trusses. Truss manufacture "MUST" certify (the time and date) that this field inspection was conducted on by their company. This certification must be given to the General Contractor in writing prior to the manufacturing of any / all trusses on said project. 3 All thickened slabs / footing on foundation plan are located according to the schematic truss layout drawn by Daniel M. Ossman Drafting Service, Inc. Only truss manufacture can change these locations due to truss bearing points and "MUST" notify General Contractor of these changes as soon as possible. 4 All hurricane truss straps specified on said project are to be used unless otherwise specified by truss manufacture. All hurricane straps specified are "Simpson Strong Tie" ( or equal ), unless noted otherwise_ Only truss manufacture can change any / or all truss straps that are specified on truss layout drawn by Daniel M. Ossman Drafting Service, Inc. Truss manufacture must first notify General Contractor in waiting of these changes as soon as possible. 5 Truss design drawings shall be prepared in accordance to and conformance with section R802.1.6.1. These documents shall be provided by the truss manufacture at time of truss delivery and approved by the building official prior to the installation of the roof truss. (See code section items 1-13). 6 This plan as indicated is diagrammatical in nature for permit and contract purposes only. Any revisions as required by the truss company's engineer as indicated on truss company's sealed drawings shall superseded this drawing. This also includes truss company's specified hurricane and other anchors supersede one shown on this drawing. 7 If shingles are being used, shingles MUST comply with section 905.2.2, 905.2.4.1 and table R - 905.2.6.1 for wind resistance, FBC residential code 5th edition (2014) residential. 8 CONTRACTOR, MUST COORDINATE WITH TRUSS MANUFACTURE FOR ALL VAULTED, TRAY, FLAT AND OR OTHER CEILING TYPES. CONTRACTOR IS 100% RESPONSIBLE FOR THE EXTERIOR WALL CONSTRUCTION METHOD WHERE A GABLE END IS CONSTRUCTED. ALL EXTERIOR WALLS MUST COMPLY WITH THE FBC RESIDENTIAL CODE 5TH EDITION (2014) RESIDENTIAL, SECTION R - 609 FOR CONSTRUCTION METHODS. SEE ADDITIONAL ATTACHED STRUCTURAL SHEETS FOR GABLE END BRACING DETAILS. DANIEL M. OSSMAN DRAFTING SERVICE AND ARCHITECT WHO SIGNED / SEALED THE PLANS, ASSUMES NO RESPONSIBILITY DUE TO NEGLIGENCE OF THE CONTRACTORS FAILURE TO FOLLOW THE BUILDING CODE FOR GABLE END CONSTRUCTION. Connection Schedule Manufacturer Model No. Uplift FI Product Approval Location / Use Name Number Simpson Strong Tie SP1 #585 FI 10456.11 R3 Bottom plate to wood stud connection. Simpson Strong Tie SP2 #1065 FI 10466.11 R3 Top plate to wood stud connection. Simpson Strong Tie ABU44 #2200 FI 10860.4 R3 4 x 4 bottom post connection to wood post. Simpson Strong Tie BC4 #980 FI 10860 R3 4 x 4 top post connection to wood post. Simpson HUSC210- #3295 FI 10655.25 R3 2 - 2 x 10 wood beam hanger to exterior frame wall Strong Tie 2 of house. Simpson H10 #995 FI 10466.3 R3 Roof structure connection to exterior frame wall or Strong Tie wood beam. Simpson MTS20 #1000 FI 10456.8 R3 Alternate - Roof structure connection to exterior Strong Tie frame wall or wood beam. Nole: 1. Any products that are substituted, must "MUST" or "EXCEED" products specified. Contractor "MUST" provide data to building inspector at time of inspection. Only truss company can modify hurricane clips and connections specified and must coordinate with General Contractor with any changes to plans. 2. It's the responsibility of the truss manufacture to coordinate all cathedral ceiling locations with General Contractor before the manufacturing of any floor and / or roof trusses. All ceiling heights are to be a minimum of 10' - 0" unless otherwise specified by General Contractor. � � 3 a� a � � _ C> 6 M O , a ' � a v A �c — .r- ai r CL Ca 10 0o � 70 Lo L a0) c=ac�r�o N � v NQ M r su a > �zs CJ? t+j f-0 � e 0 L L 4.i.7 LL 4) cu E'WE � U 0 c� 0 0 2 N C`) ®'S a,<t > L f O E� a i E � s-- ua E L 0 m N to C oO QCU om= aaCO U) wU U) C C -E C,4 fl }� CN vLo as CM VJ ui fr% N z CL -C L0 N 0 N JOB NO. 5027 9TH STREET DATE FEBRUARY 10, 2017 DRAWN BY Daniel M. Ossman too ff 14 Main house roof pitch: 6.5 / 12 Front porch roof pitch: 5 / 12 Main house finish ceiling height: 10' - 0" Front porch finish ceiling height: 8' - 0" All door and window header height to start at: 8' - 0" ROOF FRAMING LAYOUT SCALE: 1/4" - 1' — 0" i 120V PUPLEX OVTLET MOOT FM ,'_V AaOVE C4UNTER • ar... NTH MATMMtOOF CAOVER,. YkCK 5PIUNKLERM r J A Rs as- om FIXTURE opearoNALFLOOD M M. it r R 4. ;. -.8 WZATY4. PAD !/ CaLINS MOW3 DETECTOR cKALLmaw '# I Provide and install locally certified smoke detectors as required by National Fire Protection Association (NFPA) and meeting the requirements of all governing codes. 2 Provide and install Ground Fault Circuit - Interrupters (G.F.I.) as required by the National Electrical Code (NEC) and meeting the requirements of all governing codes. 3 Provide and install Are Fault Circuits (ARC) in All bedrooms as required by the National Electrical Code (NEC) and meeting the requirements of all governing codes. 4 Unless otherwise indicated, install switches and receptacles at the following heights above the finish floor as follows: SWITCHES: 42" Above finish floor OUTLETS: 14" Above finish floor TELEPHONE: 14" Above finish floor TELEVISION: 14" Above finish floor Per section R 314.3.1 To all alterations, repairs and additions. When interior alterations, repairs and additions requiring a permit occurs, or when one or more sleeping rooms are added or created in an existing dwellings, the individual dwelling unit shall be provided with a smoke detector located as required for new dwellings; the smoke detector shall be interconnected and hard wired. Electrical layout is schematic only. This layout hereby complies with the most current edition to the electrical code, and to any supplements / revisions available. Electrician MUST coordinate with general contractor and / or owner before the installation of all fixtures. Florida Product Approval Product Cate o Manufacturer Approval Number Asphalt Shingles GAF Materials Corp FL 10124.5 R15 Ridge Vents GAF Materials Corp FL 6267.1 Rg Hardie Board James Hardie Building Products, FL 13192.1 R4 Inc. Vented Vinyl Soffit Kaycan FL 16503.1 R1 Insulated Exterior Door Therma - Tru Corporation FL 7640.1 R6 Single Hung Window PGT Industries FL 1435.4 RI Insulated French Door PGT Industries FL 331.3 R11 Note: 1. Any products that are substituted, must meet or exceed products specified. Contractor "MUST" provide all product data to building inspector at time of inspection. METER SOCKET--I 150 AMP SINGLE PHASE BREAKER PANEL NEMA 1 ®30 O1R01If 1.112o RIGID NIPPLE WIT14 2 01 AND 103 eu THW OONOXTOR BY POWER COMPANY ELECTRICAL RISER DIAGRAM NT5 Per section R 315.1 All carbon monoxide detector are required to be installed within 10' of all sleeping areas. Detector must be both hardwired and battery backup. ELECTRICAL LAYOUT SCALE: 1/4' e 1'- 0" u V x+ GAS •i�.� C C A r, ap © 0 w 19 a 0 v�T L q, ^Ti`� V 00 CD IT CD o W- `) c co -0 0 2 L u1 -j tL Ca 7; U cts 0 (� (D co Q 0)`'� .? EE b— 0 [} o Q v� 0-2 00 U 0 >, F-- ell NCD T) :U- _ (1j LO co 4-j R3 -C O -6-j U- to I`0°R - CL N