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6053 10th St
,,;.. ELECTRICAL CAL NOTE 1 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 'r the requirements of all governing codes. 3 Provide and install Arc Fault Circuits (ARC) in All bedrooms ,w 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" ' OUTLETS: 14" TELEPHONE: 14" TELEVISION: 14" G� Y { 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. 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 / MECHANICAL LAYOUT 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. Mechanical layout is schematic only. This layout hereby complies with the most current edition to the mechanical code, and to any supplements / revisions available. Mechanical contractor MIJST coordinate with general contractor and / or owner before the installation of all fixtures. SCALE: 1/4" = 1' - 0" C;�4 E_ VLJ7 D IN FRONT ELEVATION t� 120V DUPLEX OUTLET 6 120Y DUPLEX OUTLET OT A50VE COWTER TOP 1„ p, d 120V DUPLEX OUTLET ��++++�� WITH YVATERPROOF C TAR 6FI 120V DUPLEX OUTLET 6R.OUND FAJJLT INTERCEPTER (6 220V 5PECIALT`( OUTLET It SPECIALTY DIRECT ARE !1 5WITCH RECE55 CAN FIXTURE e RECE55 CAN FIXTURE DIRECTIONAL FLOURE56ENT FIXTURE- 2 LAMPS AITHOUT LEN5 ��--^^-- FLOURESCENT FIXTURE- C240 '- CEILING MOUNT FIXTURE ►--+ AALL MOUNT FIXTURE © CEILING FAN MOUNT#`REWIRE EXHAUST FM 0 SMOKE DETECTOR PHONE JACK V CAME TV JACK 0 5MNKLER TIMER POKER PANEL ® t'11SH BJ170N CHIME A/C ° LY FLOOD LI&HT5 SECURITY PANEL 5MMTY KEY PAD ('PRE-WIREj Oc6,K!300 M0Kj0j<1 bl All elevations drawn are for "illustration purposes only. For "actual" elevation construction, consult construction drawings and structural details for additional information. FTz 0 P E X I STI dDDrj S F SCALE: 1/4" = 1' - 0" ALL WORK SHALL COMPLY WITH ALL PREVAILING CODES, FLORIDA BUILDITw j CODE, NATIONAL ELEC ii ItIC CODE A.ND CITY OF ZEPHYRHILLS O,�DINANCES REVIEW DATE CITY OF ZEPHYRHILL PLANS EXAMINERL�r M 4-rcIIJ Ex I STI sj 1 A r7 1 i r I r-% Lam_ 1 ram.. M /n-T/' I P -.e I c.T1 L I REAR ELEVATION V jo� , Mr1 S, a, OJA 4 , , %If�_. 7 EXIST ,J,, PROPOSED 1,, EX151- \ SFR LEFT SIDE ELEVATION SFR. SCALE: 1/4" = V - 0" SCALE: 1/4" = 1' - 0" rl. i'hayer Hersom, Architect P.O. Box 24031 Tampa, Florida 33623 Phone: 813-288-81 75 (R. Reg. AR10528) REVISIONS NO DATE DESCRIPTION u a� dc1 - b A v Z o 41 w A ^� W 4. vl' ° a a > V o .r bQ�� ova r rA W W ♦♦�� VJ VJ J � �- o L� Q Q CD c JOB NO. 6055 10TH STREET DATE DECEMBER 30, 2012 DRAWN BY Daniel M. Ossman SHEET NO. A — 1 1 I Framing layout drawn by Daniel M. Ossman Drafting Service, Inc. is a schematic representation only. It is the responsibility of the General Contractor to make a field inspection to verify "ALL" existing field conditions including accuracy in dimensions with proposed plans. General Contractor "MUST" certify in writing (the time and date) that this field inspection was conducted on prior to submitting these plans to the 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. "WILL NOT BE HELD LIABLE" for any dimension errors!!! 2 Upon receiving said plans flrom the General Contractor, the truss manufacture "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 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 writing of these changes as soon as possible. Access new attic space from existing attic space by cutting a hole thru the -existing plywood sheathing ROOF FRAMING LAYOUT Connection Schedule Manufacturer Model No. Uplift FI Product Approval Location / Use Name Number Simpson Strong Tie HETA24 #1810 FI 11473.4 Concrete block wall connector to roof structure. Note . 1. Any products that are substituted, must "MUST" or "EXCEED" products specified. Contractor "MUST' provide data to building�inspe' C$0r at11xne of inspection. 2. It's the responsibiljty 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. For all cone. block stemwalls erected more than 24" in height above grade, must have 1 - #5 vert. rebar in a masonry cell, filled and temped solid with cone. Space all vert rebar no more than 6' - 0" o.c. and at all corners unless otherwise noted. Also include I - #5 Cont. rebar in the top U - block of the stemwall tamped and filled solid with cone. For all cone. block stemwalls erected less than 24" in height above grade, all cone. block cells must be filled and tamped solid with cone. Z'' x 4' " LOOKOUTS � Z4" 0, C. FEE - &� I r..� ELEED TQ.JSS EG 2.4 (0 FI ELp v, I PY 9' ri &-rc- EX I S5,n r 4. 000 F S LO P F 0\/4611"Jel SCALE: 1/4" = 1' - 0" 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. Where the new block wall intersects with the existing block wall, please field verify if a filled cone cell exist. If no filled cell exist, contractor must cut open the existing block wall and epoxy 1 - #5 vert rebar into the existing slab / ftg and pour cell solid with cone (typ). —1 10 01 - O,' ASSUMED p,T E.x I ST SFR Pour new 4" concrete slab with min. 3,000 V.s. fibermesh or "opt" 4" cone. slab w/ 6 x 6 x 10 x 10 w.w.m. over 6 mil. vapor barrier over termi e treated and compacted clean fill. FOUNDATION PLAN :S5 Indicates 1 - #5 vert rebar in a cone. masonry block cell filled and tamped solid with cone., hooked into the bond beam above and the cone. slab / ftg below with a 25" min. lap splice (typ). 1001-0'1 D.SSU M ED 8" x 16" cone. ftg. w/ I ' 2 - #5 rebars cont. w/ a 8" x 8" x16" cone block stemwall above or "opt." 12" x 16 mono ftg. w/ rebars cont. 31- 0. 14� 101, H. Thayer Hersom, Architect P.O. Pox 24331 Tampa, Florida 33623 Phone: 813 286-8175 (Ff. Reg. AR10528) SCALE: 1/4" = 1' - 0" REVISIONS NO DATE DESCRIPTION a � � A a� a CQ M b C i v 00 'a o V A � > as b .0 y ��U c 0 s, W W Z J 'a- o `.J T z LJ L0 0 0 - J . C. LAJ c= cVD U w 0 JOB -NO. 6055 10TH STREET DATE DECEMBER 30, 2012 DRAWN BY Daniel M. Ossman SHEET NO. A - 2 T, �� p{ "• CA DESIGN AND WIND CRITERIA (FBC 2010 EDTION) Address: 6055 10th Street Zephyrhills, Florida 33642 Basic Wind Speed (V) 150 mph Building Classification II Wind Importance Factor (1) 1.0 Wind Exposure C Internal Pressure Coefficient + / - 0.55 (GCPI) DESIGN WIND PRESSURE FOR EXTERIOR COMPONENT AND CLADDING MATERIALS Table 6 - 3B 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 2010 RESIDENTIAL EDITION, SECTION R 301.2.(1) WITH A 3 SECOND WIND GUST. PDV"EL r JTo EMI S Ted P it E EAr� M 8'SU 10 UbxY 140ii LO �S EEC EVE ,, I E>lI ST a ©rJ EW WALLS -SET r EFbxY �ZO�J-i" m) CIE D E E� r•l'jaOO' I�JC,S SEr 1 r. M Epwy,: [[ srl2LJcr If�Dmo04 MASONRY TIE - IN DETAIL SCALE: 3/4" = 1'- 0" Florida Product Approval Product Category Sub Category Manufacturer Approval Number Expiration Date Roofing: Asphalt Shin les GAF Materials CorpFL 10124.1 - R8 8/8/2013 Ridge Vents ]Certain GAF Materials Corp FL 6267.1 - R5 4/23/2013 Siding: Vinyl Siding Teed Corp. Siding FL 1573.1 - R3 12/31/2014 Soffit & Fascia: Soffit & Fascia: Certain Teed Corp. Siding FL 13389.1 - R1 12/31/2014 Precast Concrete Lintels: Precast Concrete Lintels Commercial Concrete Products FL 1774.1 - R3 1/1/2014 Note: 1. Any products that are substituted, must meet u.e exceed products specified. Contractor "MUST" provide data to building inspector at time of ie�y�T�tFon. 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. Existing bathroom in the house already has a 2' - 8" handicap door. i t i3i n: Existing concrete block wall to remain. Existing 2" x frame wall to remain \ \ \ \ \ \ New 8" concrete block wall with "opt". interior finish. 1/2" drywall over R - 6 insulation over P.T. furring strips For all "interior walls" use 2" x 4" studs @ 24" o.c. with 1/2" drywall each side. Provide minimum R 13 insulation for all interior adjacent walls or any other locations that are required by code. At all "exterior walls" match existing exterior wall stud size, placing studs at 16" o.c. with 1/2" drywall on the inside stud with a minimum R 13 insulation. Note: At all plumbing walls use 2" x 6" studs to allow for ventilation plumbing stacks Closet maid ventilated shelving. Window and Door Schedule Number Type Size Notes Door or Window Florida Product Expiration Manufacturer Approval Number Data Name 1 Interior Hollow Core Door 3068 NIA NIA NIA N/A 2 Interior Hollow Core Door 2668 NIA N/A NIA NIA 3 Single Hung Window SH1/2 33 - MlWindows and Ft. 16"7.3 - R1 11/3012015 Doors 4 Single Hung Window SH25 Fire Egress MI Windows and F1.15447.3 - R1 11/3012016 Doors Note: 1. All exterior doors and windows specified are "'IMPACT RESISTANT". 2. Contractor "MUST" first field verify all existing openings sizes, ,then coordinate and consult with door and window manufacture for exact rough opening size before purchasing any doors or windows. All doors and windows that are numbered, or either a new install and I or chang6out if needed. 3. Any products that are substituted, must meet or exceed products specified. Contractor "MUST" provide data to building inspector at time of inspection. 4. PROTECTION OF OPENINGS SHALL CONFORM AND MEET REQUIREMENTS AS SET FORTH IN FBC 2010 SECTION R 301.2.1.2 square rootage t3real(aown: 320 s/f Proposed heated living area addition to SFR I Ili I _-DT ill A i I I fik 11„Ill, it -I' II HdWil.iL Ah,. I I 1 11 1 1 E4QE55 ;: I Z e4oF_5S ,+ 41 ST" EG eUSs H. Thayer Hersom, Architect P.O. Box 24331 Tampa, Florida 33623 Phone: 813 286-8175 (Fl. Reg. AA10528) REVISIONS NO DATE DESCRIPTION " •" 5 � � L c. O � b b u A � a r 0 �, o A V v 'G Z co e` ��U c coo c W W U) Z f r% `1 0 T� Z L C) D C 4 U - LU L JOB NO. 6055 10TH STREET DATE DECEMBER 30, 2012 DRAWN BY Daniel M. Ossman SHEET NO. A-3 . HAZARDOUS LOCATIONS 2406.4 Hazardous Locations. The following shall be considered specific hazardous locations for the purposes of glazing: 1. Glazing in swinging doors except jalousies ( see Section 2406.4.1 ). 2. Glazing in fixed sliding panels of sliding door assemblies and panels in sliding and bi-fold closet door assemblies. 3. Glazing in storm doors. 4. Glazing in all unframed swinging doors. 5. Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Glazing in any part of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches, ( 1524mm ) above such standing surface. 6. Glazing in an individual fixed or operable panel adjacent to a door where the nearest vertical edge is within a 24-inch ( 610 min ) arc of either vertical edge of the door in a closed position and where the bottom edge of the glazing is less than 60 inches ( 1524mm) above the walking surface. Exceptions: 1. Panels where there is intervening wall or other permanent barrier between the door and glazing. 2. Where access through the door is to a closet or storage area 3 feet ( 914 min ) or less in depth. Glazing in this application shall comply with Section 2406.4, Item 7. 3. Glazing in walls perpendicular to the plan of the door in a closed position, other than the wall towards which the door swings when opened, in one and two family dwellings or within dwelling units in Group R-2. 7. Glazing in an individual fated or operable panel, other than those locations described in preceding Items 5 and 6, which meets all of the following conditions: 7.1. Exposed area of an individual pane greater than 9 sq. ft. ( 0.84 m2 ); 7.2. Exposed bottom edge less than 18 inches ( 457 min above the floor; 7.3. Exposed top edge greater than 36 inches ( 914 min above the floor; and 7.4. One or more walking surface (s) within 36 inches ( 914 min ) horizontally of the plane of the glazing. Exceptions: Safety glazing of Items 7 is not required for the following installations: 1. A protective bar 1 1/2 inches ( 38 min ) or more in height, capable of withstanding a horizontal load of 50 plf ( 730 N/m ) without contacting the glass, is installed on the accessible sides of the glazing 34 inches ( 864 min to 965 min ) above the floor. 2. The outboard pane in insulating glass units or multiple glazing where the bottom exposed edge of the glass is 25 feet ( 7620 min ) or more above any grade, roof, walking surface or other horizontal or sloped (within 45 degrees ( 0.78 rad ) of horizontal ) surface adjacent to the glass exterior. 8. Glazing in guards and railings, including structural baluster panels and nonstructural in -fill panels, regardless of area or height above a walking surface. 9. Glazing in walls and fences enclosing indoor and outdoor swimming pools, hot tubs and spas where all of the following conditions are present: 9.1. The bottom edge of the glazing on the pool or spa side is less than 60 inches ( 1524 min )-above the walking surface on the pool or spa side of the glazing; and 9.2. The glazing is within 60 inches ( 1524 min ) horizontally of the water's edge of a swimming pool or spa. 10. Glazing adjacent to stairways, landings and ramps within 36 inches ( 914 min ) horizontally of a walking surface; when the exposed surface of the glass is less than 60 inches ( 1524 min ) above the plane of the adjacent walking surface. 11. Glazing adjacent to stairways within 60 inches ( 1524 min ) horizontally of the bottom tread of a stairway in any direction when the exposed surface of the glass is less than 60 inches ( 1524 min ) above the nose of the tread. Exceptions: Safety glazing for Item 10 or 11 is not required for the following installations where: 1. The side of a stairway, landing or ramp which has a guard or handrail, including balusters or in -fill panels, complying with the provisions of Section 1013 and 1607.7; and 2. The plane of the glass is greater than 18 inches ( 457 min ) from railings. 2406.4.1 Exceptions. The following products, materials and uses shall not be considered specific hazardous locations: 1. Openings in doors through which a 3 inch ( 76 min sphere is unable to pass. 2. Decorative glass in Section 2406.4, Item 1, 6 or 7. 3. Glazing materials used as curved glazed panels in revolving doors. 4. Commercial refrigerated cabinets glazed doors. 5. Glass block panels complying with Section 2101.2.5. 6. Louvered windows and jalousies complying with the requirements of Section 2403.5. 7. Mirrors and other glass panels mounted or hung on a surface that provides a continuous backing support. 2406.5 Fire department access panels. Fire department glass access panels shall be tempered glass. For insulating glass units, all panes shall be tempered glass. Termite Protection 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, retreatment 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 overpour 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 min) 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.Ithrough 1816,1.E 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. Changes in framing or additions to framing in areas of the structure requiring treatment that occur after the initial wood treatment must be treated prior to final building approval. R 318.2 Pentration. Protective sleeves around piping penetrating concrete slab on grade floors shall not be of cellulose containg 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. SOIL IS TO BE COMPACTED TO 95 o MODIFIED PROCTOR AS DEFINED BY ASTM D 1557- 91. I 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 1•:� jr, "M 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 inexact 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. 5. Contractor and / or owner shall coordinate all work between site, building electrical, mechanical and plumbing before eachphase of construction begins. 6. DO NOT SCALE PLANS. These plans may not be reproduced in any manner witiiout the written conksent of Daniel M. 0ssnvian Drafting S rvice Any reproduction or unauthorized use of plans is prohibited by law. © Daniel M. Ossman Drafting Service. STRUCTURAL NOTES 1. CODES. 1.1 Current edition of The Florida Building Code 2010 Residential Edition. 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 (ASCE 7,05). 2. SOILS: 2.1 Minimum allowable soil pressure 2,500 PSI. 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 A185. 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 '/x", 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: fin 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 stemwall is greater than 24" tall above grade. 5. WOOD: 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. COMPONENT AND CLADDING LOADS (psf) EFFECTIVE WIND 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 I -58.6 +23.1 l -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 / -5.0.0 +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 2010 Residential Edition. 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 a 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 staggered 2 ends and at each splice Wood Structural Panel / Subflooring 19/32" or 3/4" 10d common or 6" o.c. edges and 10d hot dipped galy. box nails 12" o.c. intermediate Wood Structural Panel /Roof && Wall Sheathing 8d common or 6" o.c. edges and R. Thayer Hersom, 8d hot dipped galv. box nails 6" o.c. intermediate Architect P.O. Box 24331 Gypsum Wallboard 1 3/8" drywall nail 7" o.c. on ceilings Tampa, Florida 33623 Phone: 813-286-8175 8" o.c. on walls (Fl. Reg. AR10528) 1/2" 1 '/Z" drywall nail 7" o.c. on ceilings 5/8" 8" o.c. on walls 3 tab asphalt roofing shingles 1 '/4" min. 11 ga. Gale. nails 6 fasteners per shingle with min. 3/8" diameter head REVISIONS NO DATE DESCRIPTION v � � � � G R C rM" b a42 o � � b A b. Lo• > UMa +r o a U y, a'C � a� A 0t rA uF w J Qv , F- W � J _J < Q F_ F" 0 U 7.) Cl) rrF_ V) JOB NO. MASTER DATE MARCH 15, 2012 DRAWN BY DANIEL M. OSSMAN SHEET NO. S-1 FI LLEP C III, V'/4 5 Vtoj(:�AL /- (S) /2' 9(X (oj1 'J' �pLTS cajT, vs/cop -I r'I • `� r 2'x 8'' PYr WOo17 Jar -I P001Z,6tJ D CoJi;-I V,'r1 O r J PE2I0O1Z r'I4o Li P4C TIJ EEZ MASONRY GARAGE DOOR JAMB DETAIL SCALE: N.T.S. '3„ J. ' 3/Icyx I''/4-rAPeoIJs (1aeu bI_ocK) FMA40�TIE l SE Dri LOT 1 X4 � o r `s 24 "H pat T(P° r° L 1J E. 4LO^� &3TM H �' of P,T, Q��G1�G5TLrP • . i ' FQSTDa I de-, To �K (TYIPn) C.41' (- YPI) c FAST EQS 1 INTO f.,l 11J . �I (a" �P Q 6LJCJ451-El P r�l ASO r� 2Y _jo i ,� F I LLU PI ECL5 0 F SUC44S71•I P M.UST IZ-,F- 241' 02 L o�L E R Cv,U Lk 8 E.,bCO j 0 1 �d-r `' ' P,) 2'x 8'' PT We S (M FSo t'j "0 p A' W/ S/8r 1 (-TYR) E"ACo SI DE- EXTEI21o9 FIKJISI- /Z' FaCT R:yw c000 it X — I IGJ rl 11A — STOP b4JD CO tiIQ E.C_T'1 OtiJ PEZ 416.0:. E G0021 M&t,1 U F&MZEO FRAME GARAGE DOOR JAMB DETAIL SCALE: N.T.S. V�/OJ D �P�.r1 E V`/ALL ri0I-� c� Fear�� AS I.IFLESS,A�' iod IJwL-s G icy"(0•c. 3/4" FUe0rJ4iJ41LEDTo FRAME DOOR ATTACHMENT DETAIL- SCALE- N.T.S. 7 11 1 vY "L►L- �/I I• ''�E. These P° n, may not lie reprouu;..-ed 1n any Wdl.e10,"`E the written t:'oIlsc"'lt of Dan;.t nan Drafting &f ry €ce. Any reproduction or unauthorized use of Mans is pro libited by law. -%W10 SCr2r__W!5 =t2 WINPaw ©Daniel M. Ossman Drafting service. 1 , T. gIJv STmn PA I. L.ED TO F� I � w/ IOd 0A1 LS 0. C' Bypass Combinations Door Size A/B 2 Panel:- 2 Track 5'0" 297/16 A 8 6'0" 35 7/16 r , 8'0" 47,716 ( C' 51� 7 16 Door Size A/C B 3 Panel -3 Track i` 1 331/2 A IB, E; 471 /2 451 /2'— 15'0" 591112 571/2 Door Size A 8 C 3 Panel - 2 Track 9'0" 36 5/8 34 9/16 35 7/16 `41B ; cc 12'0" 485,8 469/16 477/16 i 15'0 605/8 58 9116 59 7/16 Door Size A/D B/C 4 Panel - 2'Track 7;16 3411116 Q 6,01 47716 47i1'16 I Pocket Combinations Door Size A 1 Panel -1 Track 30" 365/16 a 1'0" 48 5116 5'0" 605/16 Door Size A B 2 Panel - 2 Track �63iu 4'1/1F - Door Size A B C 3 Panel - 3 Track 9'0" 343/8 33112 357/16 A a c 12'0" 46 318 451/2 47 7/16 15'0" 58 3/8 57112 59 7/16 Door Size A/B 2 Panel -1 Track 50" 35 7116 A B 0,01 S9"16 Door Size A/D B/C 4 Panel - 2 Track 10'0" 281/8 2815/16 1Y0" 341/8 3415/16 16'0" 46 1/8 46 15/16 Note: Sizes above are buck dimensions and not rough openings n Glacc Dnr Nominal Panel Stadc Actual Frame Size*, 2P-2T 5'0" x 6'8"/8'0" XX,0X,X0 60 x 80/96 6'0"x 6'8"/8'0" XX,OX,XO 72 x 80/% 3'0" x 6'8"/8'0" XX,OX,XO % x 80/96 10'0" x 6'8"/8'0" t XX,OX,XO 1.20 x 80/96 3P-2T 9'O" x 6'8"/8'0" 0X0 108 7/8 x 80/96 12'0"x 6'8"/8'0" OX0 144 7/8 x 80196 15'0"x 6'8"/ff'0"t OXO 180 7/8 x 80/96 4P-2T 10'0"x 6'8"/8'0" OXXO 119 5/8 x 80/96 12'0"x 6'8"/B'0" OXXO 143 5/8 x 096 16'0" x 6'8"/8'0" OXXO 1915/8 x 80/96 3P-3T 9'0" x iST 8 T XXX 106 3/4 x 80/96 12'0" x 6'8"/8'(" XXX 142 3/4 x 80/96 1STx6'8"/8'0"t )w 1783/4x80/96 4P-4T 10'0" x 6'8"/8'0" XXXX 117 1/2 x 90/96 12'0" x 6'8"/8'0" XXXX 141 1 /2 x 80/96 16'0" x 6'8"/8'0" XXXX 1891/2x 80/96 Nominal Single Pocket Actual Frame Width* lamb To Hookstrip 1 P-1 T-UR 3'0" x 6'8"/8'0" 71 7/8 36 5n 6 5'0" x 6'8"/8'0't 119 718 60 5/16 2P-2T-UR 5'0" x 6'8"/8'T 981 /2 5815/16 6'0 x6'8"/8'0" 1061/2 701S/16 8'0"x6'8"/8'0" 1421/2 9415/16 10'0"x6'8"/8T't 1781/2 11815/16 3P-3T-UR 9'0"x6'8"/8'0" 1411/4 16511/16 12'0"x6'8"/8'0" 1891/4 14111/16 15'0"x 6'8"18'0"t 237 1/4 177 11/16 4P-4T-UR 10'0" x 6'8"/8'0" 146 1167116 - ' 2'0" x 6'8"/8'Q" 176 140 7/16 16'0"x6'8"/8'0 236 1887/16 20'0" x 6'8"/8'0"t 2% 236 7/16 Notes' * Actual Frames Sizes shown do not include wood buck or shims. t Available in 500 Series only. All openings must be plumb and square. Masonry opening sizes reflect nominal l"thick pressure treated wood buck strips. Wood frame openings are calculated with the drywall butted to the window frame. , iM-11 Fra iT. Nominal Double Pocket Actual Frame Width* Hookstrip To Hookstrip 2P-IT-L & R 0" x 6'8"/8 (r 1191 /8 60 6'0" x 6'8"/8'0" 1431 /8 72 1 - , r , I It rMFr : r 8V'x6'8"/8'0" 1911/8 % Name Masonry Wood Name Masonry Wood 10'0"x6'r/8'Vt 2391/8 120 24 373/4'z.$0.518 41 361/4=718. 560k 614'9xx49'. 601f4x481/4 4P-2T-L & R 10'0" x 6'8"/8'(r 176 5/8 1171/,2 25 37 3/4 x 63 361/4 x 621/4 5050e 613/4. x 61 601 /4 x 60 l i4 12'0" x 6'8"/8 0" 212 S/8 1411/2 3 5 143ot Z :523 x 613/4x 73 60114oc 72 4/4 16'0" x 6'8"/8'0" 284 5/8 189 1/2 33 53 7/8 x 38 3/8 52 3/8 x 37 5/8 6020 73 3/4 x 25 721 /4 x 241 /4 Me 53 71'89r-' 0 S4 513/9,,XO1/8 6030e 13 3Ax-17. 721/4 x 361/4 Single' ' ° ' 11 " ` 35e 537/8x63 523/8x621/4 6040e, 733/4x49 72114x481/4 Name Masonry Wood Name Masonry Wood 36e 537/8x73 523/8-x72-1/4 6050e- 7331061 7211060.1/4 12 197/,0x26 183f8x-25�114, 304ti 37314-4. 3614x48114 42 74718x26 733/8x251/4 - 6060e 733/4x73 721/4x721/4 13 19 7/8 x 38 3/8 18 3/8 x 37 518 3044 37 3/4 x 53 361 /4 x 521/4 43e 74 7-4,x383/8 73 3/8x 37 5/8 1 . r#TIF , _ , Ir e 14 194184 *30 1934VOUN-63Q . 3 4;5X 't , . 1€ &6 :}f4 44e 74 7/8 x 50 5/8 73 3/8 x 49 7/8 - Name Masonry Wood 15 19 7/8 x 63 18 3/8 x 621/4 3060e 37 3/4 x 73 361/4 x 721/4 45e . 74, j8,x63 73 18x 67 t/4 6020 3 T83t4 x15 ld 1f4 x 241/4 16 19118`x 3` . 1; 3/8 1(4/ 0 4� x'i t/4 46e 74 7/8 x 73 73 3f8 x 721/4 6030 3 73 3/4 x 37 721 /4 x 361 f4 1A2 271/4x26 253/4x25114 3430 413/4x37 40114x361/4 Horizontal Roller Modular 6W, 773;3/4x49 721/0 48,1A lA3 271A 31, 3A, 253/4.I 7 %8. 3438 "1 4314 5; ' 1 4t 14 Name Masonry Wood 6050 3 73 3/4 x 61 72114 x601/4 1 A4 271/4 x 50 5/8 25 3/4 x 49 7/8 3440 413/4 x 49 401/4 x 481 /4 2030 25 3/0 5. 241'/4 x 24.1/4 X20-3 85 3f4x 25 841/4 x 241/4 1A5 271/4:x`63 2531462:174" 344A ' '41 14xi3 401144c531/4 2030 25 3/4 x 37 241/4 x 361/4 7030-3 85 3/4 x 37 841/4 x 361i4 IA6 271/4x73 253/4x721/4 3450e 413/4x61 401/4x601/4 Z040 25;3/4x49 241f4x481/4 7040 3 85VU49 841/4x484/4 22 373/4x26 361/4x,2,5rl/4' 3460e 413''.4x7 4,101f4x72114 3920 373/4x25- 361/4x241/9 70503 85314x61 841/4x601/4 23 37 314 x 38 3/8 361/4 x 37 518 3820 45 3/4 x 25 441/4 x 241/4 3030 37 3/4x 37 36114 x 361/4 80203 97 3!4 x 25 961/4 x 241/4 24 37 3/4,x 50S/8 3'04/4a(49.718 3830 45 314',�37 44.1/4x 36 �114 3040 37 3f4 x 49 361 /4 x 48114 8030 3 97 3/4 x 37 961 /4 x 36 i 14 25e 373/4x63 361/4x621/4 3838 453/4x45 441/4x441/4 3050 37.31dx61 361/4X6U'1/4 $04fk3e 97 3/4-49 %1/4x48'1/4 26e 3F8f4173 3(s t14ac 21/4 3840 453/414#F t'1/4114$114 4020 49 3/4 x 25 481/4 x 241/4 8050-3 e 97 3/4 x 61 % 1/4 x 60 i f4 32 53 7/8 x 26 52 3/8 x 251/4 3844 45 3/4 x 53 441 /4 x 52174 406 ',48 41-16;14, g02�3 '1 3/4.x 25 1081/4.x 24114 33 5/$X3&%$f : 52/Sx7'1$144C , .�64 4040e 49 3/4 x 49 481/4 x 481/4 9030-3e 109 3/4x 37 108.1/4 x 361/4 34 53 718 x 50 5l8 52 3f8 x 49 If8 3860e 45 3/4 X 73 441 /4 x 721 /4 45k*jO 4$'t4 X, 00 1/4' 3e 109 3/4,x 49 108114x 481/4 35.e 97Ax63 528f$1t /4 17?{ 4060e 49 3/4 x 73 -481 /4 x 721/4 9050r3 a 109 3/4 x 61 108 1/4 x 601 /4 36e 53 7/8 x 73 52 3/8 x 72.1/4 - 4030 49 314 x 37 481 /4 x 361/4 g020 61314x 25 601 kx241 �Single Hung ,, -4 -,?- 04`- 48`1/.4§7t4 ]l 5030e 613/4x37 601/4x361/4 Name Masonry Wood 4040 49 3/4 x 49 481/4 x 481/4 2020 25 5/4 x 25 141A x.,241/4 4044 ;49 314x53i 4$,174,x521a4 °Components 2030 2S 314 x 37 241/4 x 361/4 4050e 49 3/4 x 61 481/4 x 601 /4 4* 114 2038 25r3Ax45 24314x'441/4' zaoo a 1, i- 4420 53 7/8 x 25 52 3/8 x 241/4 1{ 2040 25 314 x 49 241/4 x 481/4 _ 40 2044 )53/4 x 5 , 77} 1/47r f1.4 boon , N . 4438 53 7/8 x 45 52 3/8 x 441/4 uu acr" ' cuv :ono o s o00 2050 25 3/4 x 61 241 /4 x 601/4 z a"' t4M 4AN 'l I 441W' . 53711F1F'49' S231.8x481/4 2060' a3140i *1/4x V_; t4 2820 33 3/4 x 25 321 /4 x 24114 4444 53 7/8 x 53 52 3/8 x 521/4 9450e� 5371&x8fi 3/8x60114 { BAY MUUM UNEWME 2830 3�3/017 32TUU114 + (mr shucma) SiANDARU TUBE M ULION5 4460e 53 7/8 x 73 52 3/8 x 721/4 ixa, 1x4, 1x5, Zx4, 2XS,zx6 2838 33 3/4 x 45 321/4 x 441A 4.415 2840 333/4x49 321/4x48114; ° , * ° "arlm ',1; 2844 33 3/4 x 53 321/4 x 521/4 . Name Masonry Wood 1 x 28,50 333/4x61 32114x40114 1A2 Z7.1/426 253/4x251/4 � 2860e 33 3/4 x 73 321 /4 x 721/4 1A3 271/4 x 38 3/8 25 3/4 x 37 5/8 . STANDARD MUUJONS 3020 37 3/4 x 25, - 36114.k 1/4 1A4 27.T/4.x 50S18 63/4x 49 //8, MAD, WA Muwox cur 3030 373/4x37 361/4x361/4 22 373/4x26 361/4x251/4 3038 - 173/4)(45 364/0441/4 23 373/4ac383f8 361/4x375f8 e- Meetsorexceedsegressrequirement e' - Does not meet egress requirement in 9000 and 975 Series. H. Thayer Hersom, Architect P.O. Box 24331 Tampa, Florida 33623 Phone: 813-286-8175 (Fl. Reg. AR10528) REVISIONS . NO DATE IJESCRIPTION u � 3 � � C v C ice.° M C A � .�G� bD C A a� c v y � v., Q C: t � r�n V Wes\ ri D rr rn V V/ cV T_ C+� J L.I_l JOB NO. MASTER DATE MARCH 15, 2012 DRAWN BY DANIE:L. M. OSSMAN SHEET NO. S 2 GAF MATERIALS CORPORATION APPLICATION INSTRUCTIONS Timberline• Series shingles come a 203rnrm 9' (229m ,; , in either 36" (914mm) or 36-15/16" < t3s6mm: (938mm) lengths, depending on shingle brand. Application Instruc - 2smm) ! i? (3amm; 1 (25mm) 1112"(38frim) -- �+I tions apply to both. These shingles must be nailed a Sell SBat s s 6 (t4imm> i nominal 5-5/8' (143mm) from bottom Adhesive n Back n ntnat unexposed of shingles, as shown, to allow for a arxi through penetration through the double ply bptn avers area just above the tabs. Nails should Nad uuiva se Na,l ral(am remain unexposed Line GENERAL INSTRUCTIONS • ROOF DECKS: For use on new or reroofing work over well -seasoned, supported wood deck, Lightly -constructed with maximum 6" (152mm) wide lumber, having adequate nail -holding capacity and smooth surface. Plywood decking as recommended by The Engineered Wood Assn. is acceptable. Plywood decks for Class A installations must be 3/8' (10mm) thick or greater with underlayments as noted below. Shingles must not be fastened directly to insulation of Insulated deck unless authorized in writing by GAF Materials Corporation. Roof decks and existing surfacing material must be dry prior to application of shingles. • UNDERLAYMENT: Underlayment beneath shingles has many benefits, including preventing wind driven rain from reaching the interior of the building and preventing sap in some wood decking from reacting with asphalt shingles. Underlayment is also required by many code bod- ies Consult your local building department for its reqquirements. Where an underlayment is to be Installed, a breather -type underlayment such as GAFMC's Shingle -A%" i;nderlayment is rec- ommended Underlayment must be installed flat, without wrinkles - FASTENERS: Use of nails is recommended. (Staple specific. +t un and application instructions are available from GAF Materials Corporation, Contractor Services Dept , 1361 Alps Road, Wayne N1 07470.) Use only zinc coated steel or aluminum, 10-12 gauge, barbed: deformed or smooth shank roofing nails with heads 3/8" (1Omm) to 7/16' (12mm) in diameter. Fasteners should be long enough to penetrate at least 3/4' (19mm) into wood decks or just through the plywood decks Fasteners must be driven flush with the surface of the shingle. Over driving will damage tw.tingle Raised fasteners will interfere with the sealing of the shingles For normaii four fasteners must be installed per shingle, a nominal 5-5/8" (143mm) up fron Ito 1r r of the shingle, to penetrate both layers of the shingle. Fasteners must be n _iwl approximately 1'- 1 112" (25-38mm) and 11-1/2"-12-1/2" (292-318mm) from each ,icle - WIND RESISTANT: These shingles have a special thermal sealant that firmly bonds the shingles together after application when exposed to sun and warm temperatures Shingles installed in all or Winter may riot seal until the fnitowinq Spring. If shingles are damaged by winds 1 Underlayment: Standard Slope-4/12 (333mm/m) or more Application of underlayment: Gover deck with one layer of underlayment installed without wrinkles Use only enough nails to hold underlayment in place until covered by shingles Application of eave flashing: Install eave flashing such as GAF Materials Corporation Weather Watch" or SlotrTlGUard- Leak Barrier In localities where leaks may be caused by water backing up behind ice or debn, dams Eave flashing must overhang the roof edge by 3/8" (10mm) and extend 24' (610mm) oeyond the inside wall line 4" (l(Y2mm)[__. Deck 12" (305mm) Weather Watch' Minimum Slope. or StormGuar(rFollower scopes see Box la Leak Barrier '�. aficc All sheets die 36' 1914 run) —3/8' Roof overhang wide Shingle -Mate` undedavment 2' (51mm) Side Lap ( 4' (102mm) End Lap .°Jung take, place Along eaves put underlayment drip edge on top on top of metal drip edge ref underlayment 1aUnderlayment: Low Slope 2/12-4/12 (167mm-333mm/m) Application of underlayment and eave flashing: Completely cover the deck with two layers of under la ment as shown. Use only enough nails to hold underlayment in place unn, covered by shingles Use Mind 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 edge by 3/8" (10mm) and extend 24" (610mm) beyond the inside wall line Whet ice dams or debris darns are not expected install 2 plies of Shingle -Mate' uodPt!ayrneni Low slope 2' to 4" L -. Weather Watch• (51 min to 102mm) G`�� of StormGuarcl* - 12' (305mm) Leak Barrier i6. Ile sheets are 36 [9tamm) wide \.V wide Shingle-Mate•underlaymentRake drip edgrage va` ( t Omm Root og Eaves fir p edge ZStarter Course Apply as shown Stan at either rake and lay in either direction �ndB,yy,ne rll �n Nevi, v rvlirin Fol maximum ,ilf ' y -saes ::BmO tc undec other n a a wind resistance - si, 9 • o.�'SB Place sningle A18, ! Gmm' ad each etve, over eave and rake edges -) width v 5� to provide drip edge of asphall pie+ �l ^emenl 6 \t• . ' Trim tabs off all starter course r rim 6'(1 ymm) from end of .. .. __ '. shingles. !hen place and nail as shown 3' to 4' � 16n,m to 102mrn) r,o, nave feral shingle 3 First Course 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. UiWe+laymenlAeave r but tit�i`. yapmContinue first course with vhole .,xgs"1 :curse with whole sh,ngis paced 3/8- , 10mm) e and lake edges to pm,,de drip edge before sealing of are not exposed to adequate surface temperatures or if the self -sealant gets dirty, the shingles may never seal Failure to seal under these circumstances results from the nature of self-sealing shingles and is not a manufacturing defect. To insure immediate sealing. a ly 4 quarter -sized dabs of shingle tab adhesive on the back of the shingle 1" (25mm) and 13' 33330mm) in from each side and 1 (25mm) up from bottom of the shingle The shingle roust be pressed firmly into the adhesive NOTE: Application of excess tab adhesive can cause blistering of the shingle for maximum wind resistance along rakes, cementshingles to underlayment and each other if] a 4' (102mm) width of asphalt plastic roof, cement. NOTE: The film strips on the back of each shingle are to prevent slicking together of the shingles while in the bundle. Their removal is NOT required during application. • CANADIAN COLD WEATHER APPLICATIONS: CSA 123.5-M90 mandates that short gles applied between September 1 and April 30 shall be adhered with a compatible field -applied adhesive. See Wind Resistant for GAF Materials Corporation's recommendations for [he apple cation of that adhesive - MANSARD AND STEEP SLOPE APPLICATIONS: Iof roof slopes greater than 21' (1750mm/m) per foot (do NOT use on vertio:al side walls), shingle sealing must be enhanced by hand sealing. After fastening the shingle in place, apply 4 quarter sized dabs of shingle tab ache sive as indicated in Wind Resistant above The shingle must be pressed firmly into the adhesvvp - EXPOSURE. 5' (127mm) -THROUGH VENTILATION: All root structures must be provided with through ventilation to prevent entrapment of moisture laden au behind roof sheathing Ventilation provisions must at least meet of exceed current F H A-, H U D or local code minimum requirements • NON-CORRODiNG METAL DRIP EDGES: R?comrnended along rake and eave edge, (in all decks, especially plywood deck, • ASPHALT PLASTIC CEMENT: fof use as shingle tab adhesive Must conform to A' I D4586 Type I or It 4 Second Course Start and continue second course as showri Trim 6' (152mrn) 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 3ourse mir°d Course Ifirr; l l' f279mm) front the rust shingle in file curse then continue wlrtl stilt shingle; acios trip root 6 Fourth Course and Remaining Courses Trim 17' (432 mm) from first shingle in the course, then continue with full shingles across the roof Fifth and subsequent courses repeat full shingle instructions from Step 3 =.for -.,J . �uli Sningle -___ Third Course ---♦ o< Fourth Course 4, ��� �♦ ♦ Secdn:l '.uursa ♦♦ ♦v' ♦♦ FirsfCourse ♦ Full shingle Tnrtuned Shingles 7 flip and Ridge nor 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 TIMBERTEX• Hip & Ridge covers 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 shown Apply laps away from prevailing wind direction 8' (203mm) exposure Bern sup & Ridge shingle TIMBERTEX° *(25mm) centered over Hip or Ridge Hip & Ridge )posue exposure ^1a115�5/e' (143mm1 from bottom and 1• (25mm) from edge Fie -Roofingg If old asphalt shingles are to remain in place, nail down or cut away all loose, curled or liked shin- glesr replace with new; and)ust before applying the new roofing, sweep the surface clean of all loose debris Since arty irregularities may show through the new shingles, be sure the underlying shingles provide a smooth surface. Fasteners must be of sufficient length to penetrate the wood deck at least 3/4" (19mm) or just through plywood. Follow other above instructions for application. Note: Shingles can be applied over wood shingles when precautions have been taken to provide an acceptable smooth surface This includes cutting back old shingles at eaves and rakes and installing new wood edging strips as needed Make surface smooth and use beveled wood strips if necessary Install #30 underlayment to maintain Class A rating. this product is sold with an express I IMHED WARRANTY onlyy A copy of the LIMITED WARRANTY stating its tens and restrictions is printed on the product wrapper or may be obtained from the distributor of this product or iirecdy from GAF Materials Corporation Any deviation from printed instructions shall he the responsibility of applicator and/or specifier Precautionary Notes Timberline' Sere,.:,hlnyles are fiberglass, self-sealing asprlan shingles Because of the natural characteristics of the high quality waterproofing material lased these shingles will be stiff in cold weather and flexible .n hot weather. 1. Bundles should not be. dropped on edge nor should atteinpi he made to separate shingles by 'breaking" over ridge of other 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 Stof age houi: oveted ventilated area -maxis -,ire Lerripefature 1101 (43'C )Stole on flat surface .ntd „>e weight equalization boards ,f pallets are to be double stacked Shingles must of- protected from weather when store,! ,al job site Do not store near steam pipes, radiators gate .n in sunlight All rolled product must be stored on ends. 5 If shingles are to be applied during PROLONGED COI D periods or in areas where airborne dust or sand tail he expected before sealing occur; the shingles MUST be hand sealed See Wind Resistanl instructions 8 Wall Flashing (Sloped Roof to Vertical Wall) Sheathing —► - Skiing 5' (127, all Min + Metal Flashing (Nailed to the deck not to vest vial sae wall) ',ap `v"„vie i,,, No; Naa .��•� Install w.th r+a,bng Cement ♦-- Sktmgkt a —Roof Der:'k ® Chirnrtney Flashing 1+0 Valley Construction —Closed Cut r rites I p -rxdt 'Valley ceneedin„ of Weather wale,' or Ste -Guard• - Leak Barrier a . end laps) ,n vase, , carry underlayrir a= -valley - — 11 Valley Construction ---Open tenter 20' (508nrn) wkle onodkig. rion,")Nrfa 24 gs,F metal In valet Mkdnxmi 4' (102— urider singles et as cnokei oh high aide of Chimney Non- uff,ding metal base dashn*v (-qw piece atop flashing fo, oath cement in piece and Hall with Bond avert" mingles n asi yen pasllc oamem Extra fastener .r. mid M aMrgtn No taeteners a thin 9' n 52mm) of oentedrie Extand end shingle at least 12-(3D5mm) beyond valley centedtrie _ Gipped toner set in robing oemarit iiuri starter strip and drat ahkgle course txiry aaays valley 12- (a05nxn) minimum a, i,e . iil, ,a, 4 weauie, watd,- o, ,tom G.-d•teek Bamer 9' 052mm1 and taw) yell y leaure, ate metal Hashing nthoul pumtunng by pla" .Ong nail, every 12' to 18 W - 451mm) long edge to nix nail through .w valley wmers in valley Top of valley or (152mm) old• between shini;;ies Sproeds t/8' (10mrn,m) par toot toward eavwa ROOF EDGE i I g20,a J' O 0 �— L — — — — — — — — — — — — — — — — — — — — — — — -) �I C2 RIDGE 9 -d— �i IO2 0 I �- r--------------------- wuj—ROOFEDGE � rJ �P�`�� 0 4' � O i L------ _�_� TL—-------I _ � O � E0I 03 ROOF DIAPHRAM NAILING SCHEDULE Consult Section R 803.2.3.1 For Additional Info 8d Ring Shank Nails (@ 6" o.c. Edges & @ 12 o.c. Intermediate 8d Ring Shank Nails @ 4" o.c. Edges & @ 6" o.c. Intermediate 3 8d Ring Shank Nails. rd) 4" o.c. Edges & @ 4" o.c. Intermediate 2 e NOT : A. See Structural Notes for sheathing specifications and wind speed. B. End joints of the roof sheathing shall be staggered and occur over framing members. C. Schedule assumes sheathing is fastened directly to Southern Yellow Pine or Douglas 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.. Th-;se plans may not be reproduced in any MaT': , Without the written consent of Drifl t'i M- Osman Drafting Service. MY reprodu tier, cr unauthorized use of plans is prohibited by law. 0 Daniel M. Qssman Drafting Service. 1 I /? SAW -cut SLOT STOP WC4 ITS" OF METAL ROOF CAP HErdECWN AND/OR OBSWXIIC" OVER WKWO ENDS OF NMS TO BE LONG CAULK BEIVAEN DOUOM VENT AND ROOF EDGE OF END CAP AND ROOF. S*AHWG; NAIL INSW ' M VW CONT. ., v , r, BE •' OF SHW.711. THE RM LENGTH OF NDGE. EAVE MAi OF Q. OR GREATIM AREA. ROOF IRLMES REFER a MANUFACWRIEWS 1 RIDGE VENT DETAIL SCALE: N.T.S. H. Thayer Hersom, Architect P.O. Box 24331 Tampa, Florida 33623 Phone: 813-286-8175 (Fl. Reg. AR10528) REVISIONS NO DATE DESCRIPTION v a G � � u � V Cot a a cr 00 " 'v a 4* O O O C O S oil �`il .pry Ci •.r .c a� »� a°a CJ wizr el cc •� Lc G � eCd e4 e�jj cog ��V o GIs CZ ta� HA VL�•4 I w w W 0 J Q �1 U) U) cV Ce1 U LU [Z) JOB NO. MASTER DATE MARCH 15, 2012 DRAWN BY DANIEL M. OSSMAN . SHEET NO. S-3 i !III il I i f.ior:,.I.a �. I jra, 2 Li I K rdoc I, - o Lrr a4,o c 14; 10. -T41rl .1 1 STD, q o o Oook - �5 co1J.T I� o I F.1C1 S 4; 2EATFUC, `f a& KI Ca'-- o'' vJ I DE t.IjQ NS 01,1 JS SEL �dc rFE. --tt 4. UF71 L.LE.D e E LL_ wl ( I) `*5 NOTES: 1. Fill lintel and cells above lintel. 2. Verify that all reinforcement has been placed properly. 3. See floor plan for additional information. 4. Openings less than or equal to 6' — 0" in width do not require additional steel reinforcement unless otherwise noted on floor plan. High Strength Precast and Prestressed Lintels U LOMLS RECUMD DOOR MTEA FOUR INCHu D • Lintel Legend • Window Lintels Uniform Safe Load Per Lineal . Foot DESCRIPTION DESCRIPTION UNFILLED' FILLED" L-1 7-10" (041 U Lintels 20125 bs. 53141bs. L-2 3'-61, (42.1 U Lintels 1950 lbs. 5120 bs. L-3 4'-T (48") U Lintels 1875 bs. 6408 bs. L-4 4'-6" (54") U Lintels 1860lbs. 4815lbs. L-5 5'-4' (641 U 1575 bs. 3744 lbs. L-6 6_10" lintels (7CO U Lintels 1575 bs. 3744 bs. L-7 6-F (78") U Untels 1565 lbs. 3260 bs. L-8 T-6' (9(") U Lintels 1550 bs. 28871bs. L-9 9'-4" 012") U Li ntels 1025 bs. 1747 bs. L-10 10'-6' (1261 U Lintels 922 bs. 1333 ibs. • DOOR HEADERS AND EXTRA WIDE OPENINGS DESCRIPTION L-11 4'-0" (48") Recessed 2'-6" or 2'-8" Door 1875 lbs. 6408 bs. L-12 4'-60 (541 Recessed 3'-0" Door 1860 bs. 4815 lbs. L-13 6-4" (641 Recessed 4'-0" Door 1575 bs. 3744 bs. L-14 6'-6" (78") Recessed 6-0" Door 1565 bs. 3260 bs. L-15 T-6" (901 Recessed 6-0" Door 1550 Ibs. 2887 bs. L-16 9'4" (112') Recessed 8'-0" Garage Door 1025 lbs. 1747 bs. L-17 1 l'-4" (136") 800 bs. 1483 lbs. L-18 12'-0" (144') 750 bs. 1304 lbs. L-19 13'-4" (160") 585 bs. 909 lbs. L-20 14'-T (168") 5851bs. 909 lbs. L-21 14'-8" (176") Prestressed 387. 911 bs. L-22 16-4" (184") Prestressed 387lbs. 911 bs. L-23 1 T-4" (2080) Prestressed 387 bs. 911 lbs. L-24 19'-4" . (232") Prestressed 289 b& 823 lbs. L-25 21'-4" (256") Prestressed 293lbs. 879lbs. L-26 22'-0" (264") Prestressed 279 bs. 857 bs. L-27 241.0" (288") Prestressed 226 bs. 716 lbs. "Llniform safe loads based on tests by independent testing laboratories without additional steel or concrete added to inteis. "Acting as a composite beam with an 8" perimeter beam -one #5 bar in the lintel, one #5 bar in the beam. AN the above Intells exceed the requirements, of all applicable building Codes. SCALE: N.T.S. 1 � :)I rl FS0�1 "' 1175 1 (o) �� X. 2.Y ,r TA, FCo dS I > JTo -T` E I L..S I OTO 7a E.-rZU SS To ZE.S I S-f `` U R.1 P Fo ZE S of L1 P -ro Ii aoo I bS I I4 b WOE.tE UFL Ir-T Sf �ZAF� 4E Fiberglass shingles over 30 His felt over 1/2" plywood sheathing or "opt'' 7/16" OSB if rafters are spaced @ 16" ox. If rafters are spaced. @ 24" o.c. use 5/8" plywood sheathing or "'opt" 9/16" OSB. See roof framing layout and connection schedule or additional information along with elevations for roof slope. A I J. Z- 3o L.ISt1 L o .- { SLjL- iri ,� ,Z11 7f Cv F � 5/8`' GCN, ALL as! L. I I�l� roll C) L.y cotiL1r \/EJT'W A,L.L1l So FIT SEE WpoF Rzal1I�4 LA 0 L tr FOB` Go�t�1 E�To r all ,<s' x 1�'' c�-o o . W � /� M I SS i D,a M `ED 02 LLLED�V-//Co C. 2 '' ,, 1 SE.E. ELT -I o15 _ L? H I h1LAP SPLICE. i:l1...1 iS � f ^4,5 VE ZT"I 0 ci TRUSS STRAP RETROFIT CONNECTOR RLLED c L /La SCALE: N.T.S. Ev'ES - CMEZ �2r L1L-L 1'+X 2." CO U F-SE� PT FLI04 FA4 . Ito co rt. FOI L' rj l fsl,) 1r ,c4�i 11JshT'IC RbZ T' @ EA. F I LLE..P \_1 SEE wi d caw w t OTE. SEE FOL1 l Isar toy �eE �sT D TA1 L.. 1=o_ ALL Foo nd ., I_ I ITT .- "Ji I _ I �Z l A L.L.N-r1 o ao .. f 2„ M Co KtT, ... • .. I �� r51 IJ 15 0�.� ME.CA.S-T SILL i..�.r- TYPICAL WALL, SECTION SCALE: `:3/4'1 11-0" TYPICAL SECTION THRU WINDOW mjanine,r %vidio uythe wbitten o nsent onally- Danic! I'vi. Oss.man Drafting, Service. Any reproduction or unauthorized use of plans is prohibited by law. SCALE:3/4" 1,_0" 0 Daniel M. Ossman Drafting Service. 4' CoIdC.. 5LAE5 "'/i:f ZMF...SI I ox 10 Y'v/. u1 r'1. ov. � o� � 011 La � � ALE l.i6L7 W/ - a� tl �t�R^ 1- r l �. G� 1 �-t.�i� � t L.-1/ C E. Po X I E� ri.I Ij . Ll� Sid... I C E - �o M I?A. E.D I i - 1 �- J F1 L� / S I ►-� PSoI.� f..,.D�.IC'',�.,i"E. � a - iI-cam'' 2_ 5 coL_b_ ( . H. Thayer Hersom, Architect P.O. Box 24331 Tampa, Florida 33623 Phone:'813-286-8175 (R. Reg. AR10528) +f—C D U D A D D UrrDnVVr 1'l1C'T`A IT (1DTT^XT AT f-II-%XTf_1 r7f%f-%r 'TXT/' REVISIONS CV 0 C4 cJ .JOB NO. MASTER DATE MARCH 15, 2012 DRAWN BY DANIEL M. 0S-SMAN v � , I; i 1 11 _:ICI I1711... 1.l!. Y ... ,�... ... �. ... .. .� "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" 01-0"-4'-5" 1 4'-5"-8'-Off 8'-0"- 12"-0" 1 12'-0"- 16-0" 24" 0'-0"-4'-0" 41-0"-7'-0" 7'-0"- 10'-0" 10'-Of' - 14'-0" Scissor Gable - (1) 2" x 8" #2 SY.F. @ Each Vertical and (2) 2" x 8" Full Height @ Diaphragm Blocking NOTE: 1. "L Bracing must extend at least 90% 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 @ 4" o.c. ,2j' X q''' 11 T'' 5L�OC II< I Vex 411 f xcCIi,� �/ Io d 4". 40t�_TVLJ55 WE& X 411 gI.C.L1C1 ^"t G 48110-C. '' EP W 10 d 0&1. LS 0-4-n, C. v LeL 411"I VYL 16bAJ L t;4 UI - Daniel 1Mi O ys nan Dra tin; Service. Any reprodu,°fi4sn or unauthorized use Of plans is prohibited by law. I401 PECV1GE 1,5" MItil CIL E/.N , (,OVEJZ P00 ScI S50 Q q,bL e -r eu SS mAOA tA, Ossman Drafting Service, IaTM 50�D. %' (1 ) 4-5 COOT, REVISIONS NO. DATE DESCRIPTION cv c v � � a u 00 Poo bA � � G eo o b v 00 cc PC w .a bA ce A "C7 CIS '0 �baW E3 O CI Q N .r� A -� a o d "d cc w a� a t a� CD W W �. 0 Q CC C/ CIO w CM OB`NO UAWO ; DATE 45 2012 NBY L O AK . SHEET NO. WHI 1 I:I 6 ,is: 3 eu ii, ,il v,i tl i _ ul i LL o11 T T— ! u ` 3d 0.C,--r0F2 COW E5L-0CI4-,IL�1 Fob. I OS5'r rDJ 12 L'7o, 4S OP USSES 2, i4aid roEgl L'& g -4< 0 COL6,5 W266 � 6 r- 1 r&!b-.r6jF-P 6 Jot �s,#-//4 - i aci x V ME, C-J<idE-EEF-P 0zXDr -reu ce x 4 41 11 1 11 ;12- 6 Ej L-1 ,� Pr,rIsE- ,g:�f�S LJ tyl \A/4,,L L, 06b-� F�TE�1Ea �'%8 C [-EJZ rlt�.l t--S o E I %4 w �'uVD�-.t- oil put)o Eel C? vJA I, L 0, c, '' o, 6. 2 X Fh�l Ej, FlIZ37 8'-C)" of 6,JP -W,4IL- - I La el -rO C, �& IDS d E6, &A P 411 o Lrr-Loo k OV OZS B EA ov ItOPTI, wl I 0d X I k11>11IL-1b e. (d'C);C1 r.p ES 2 12'' 0, C' rI ELP 11 Ljl LWA46161 -rc) FIXTEOP br L-e.is,s-r qo7o oF wiFg LliJj� (5 Ell 'T�&L) 211 x (o " I?-F-, s I t-10 I 5-ru OF, ��&02 0z u s p ",L- ?Ti," e, 41- o", a C, ,a it 'X $l'/1 U - I&LocX 5 Cow 151 LJED SOIL I P MW. 2E5 11 L&P spue-.E: Ajc 0z H I, 'W FEO ri R-4TF, �/Koll X 12.11 YV4 S 44 E.05 SECTION —TYPICAL -GABLE END BRACING DETAIL SCALE- N.T.S. 3� 11 1Kk 04Coen EF 0P COPLk Fc)4 r 1057 Fou P- Zows OP 72U5e>E.S "// 2 - 161 TOE. f4& 1 Ls e eA. E.0 P 2."x 4" C-2055 . r= asTE�� � EACI� jc:)10r V,//4- Ica X-311 i"'-M - Eli,/ I j Eej2F-P 0cor -T;2U&$ zll,< 4" " T" OLI -roFp' OF P&r I- I, ff-I rb,S-rEi,1 EP w1l=x &... 4 11 a c, 5/8 11 C �yp& Se IZE I- I 51P 1 3(-a' ( ro F- I W/-7 - I k..Ow " 1 %-0 L NJ LA I L- %j I.— CJA 0 C-P'4 V SECTION — TYPICAL R. .51rirso� " 0-10" Op- EQU'a- 6 E46'... WrL-0014e-z Z` 4'' oLrrL00KEP- (L.V. YZ 11 (-Py\ PL'ywoop Oe so e4zT-141 � Oz opr obzp I E5004z? t- .I LED \,V/ I od A I 11 y "611 ub 0- (011 O. C. .2 ELVES � 12C, - P I ELP 11 L! --rc) EXtBIP ts.-,F L- e-tS-F 9 0 X, OF WEE, L-6d,�-ra (5 -m'EL-e') Z -r, SIL.L 1-10 1 STU 2E 5NM EZ E � w/ 3 - � � c��r. W/ STD,I E �Ep L-1, Sm 0z U F'5 11 32O.C. MIQ- Co" FIZOrl PLATE 'sFLICLS '-< Z" Di A. K.'w'Fr, MN S 14 EJZS P�o�ID � w/I - �5 co�lT-' BEAM AT VAULTED GABLE ELEVATI SECTION ALTE JSF7 11UP`IA'1641-011 O'C' 0z FQLJ41, all X 911 x Ira` U 1 5 LOC K W/1 - #s coar RLLEP SOLID �w/ 6, La F 5 PLj e.& SCALE: N.T.S. �O EfJl.�,l 1... "'�/ Z ,. I Ca d �I�.I L. s I 0j 0. C. 0. C. (Typ. Z11 X4 11 OUTLOOkE-05 CO 24l10-C. W/ -Z - 10d 0'W LS PM jai �r 2!IY,4-" Oa-WEES These.plans may not be reproduced in any manner without the written consent of 4.ATE NON DROP, GABLE E us F 11 L.Mil d 4.1 - oil 0, C. 012 e.QLJ&L, 2 36 5 co dr 6 -ro F I - -*5 e f!70T70r-1 STJ 1-11 Sri EV-d PS e 2411 o -e" 1, 5' a-E,49 eodp [� "/I - -4,g co d-rl Varizel IA. Ossman Drafting- Service. Any reproduction or unatithorized use of plans is prohibited by law. Q Daniel M. Ossman Drafting Service, 40DETAIL SCALE: N.T.S. H. Thayer Hersom, Architect P.O. Box 24331 Tampa, Florida 33623 SECTION Phone: 813-286-8175 (R. Reg. AR10528) SCALE. N'T.S, REVISIONS NO. DATE DESCRIPTION oa LZ Z t IOU U) rr W < U) F-- < W j -� Q Q o� D F- F- Q D :D Ir Cr F- F- IC/) CVD LU JOB NO. .MASTER DATE MARCH 15,2012 DRAWN BY. DANI-F-L M. QSSMAN SHEET NO..