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" -T - v 31- O,1 S r- 410 7 FIF-Q . E.Q. REVISIONS N01 DATE I DESCRIPTION DESIGN AND WIND CRITERIA (FBC 6th EDTION 2017 RESIDENTIAL) Address: 5203 17th Street Zephyrhills, Florida 33542 Basic Wind Speed (V) 150 mph Building Classification RISK Category II Wind Importance Factor (1) 1 Wind Exposure C NOTE: THIS BUILDING HAS BEEN DESIGNED TO RESIST WIND INDUCED SHEAR AND UPLIFT FORCES, AS SPECIFIED TO COMPLY WITH THE FLORIDA BUILDING CODE 6th EDITION 2017 RESIDENTIAL, SECTION R 301.2.(1) WITH A (3 SECOND WIND GUST). SECTION 101.1 These regulations shall be known as the Florida Building Code, Existing Building, hereinafter referred to as "this code." In addition to the provisions of this chapter, the provisions of Chapter 1, Florida Building Code, Building, shall govern the administration and enforcement of this code. SECTION 101.2 The provisions of the Florida Building Code, Existing Building shall apply to the repair, alteration, change of occupancy, addition to and relocation of existing buildings. SECTION $01 Level 2 alterations as described in Section 504 shall comply with the requirements of this chapter. The 2017 Florida Building Code - Existing Building 6th Edition. NOTE: Proposed roof pitch: 6 / 12 Roof pitch "MUST" be approved by owner / and or contractor before the production of any roof trusses. Proposed 1 st f oor garage finish ceiling height: 9' - 4" (min.) Contractor "MUST" coordinate and be approved by owner before construction begins. Proposed 2nd floor garage apartment finish ceiling height: 8'- 4" (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 / sear 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. 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 AIALLS MUST COMPLY WITH THE FBC RESIDENTIAL CODE 6TH EDITION (2017) RESIDENTIAL, CHAPTER 6, FOR WALL CONSTRUCTION METHODS. SEE ADDITIONAL ATTACHED STRUCTURAL SHEETS FOR GABLE END BRACING DETAILS. DANIEL M. OSSMAN DRAFTING SERVICE AND ARCHITECT WHO SIGNED 1 SEALED THE PLANS, ASSUMES NO RESPONSIBILITY DUE TO NEGLIGENCE OF THE CONTRACTORS FAILURE TO FOLLOW Window and Door Schedule No. Type Size Notes Door or Florida Window Product Manufacturer Aral # Name 1 Sectional Garage 7' x 9' Overhead Door FL 14170.10 R8 Door - Corp 2 Insulated exterior 36" x 80" - Thermo - Tru FL 7640.1 R8 door corporation 3 Single hung window SH 22 - PGT kWusho- Inc. FL 1435.5 R20 4 Sirsaft hung window SH 24 - PGT kWusttries Mc. FL 1435.5 R20 5 Single hung window SH 25 Fire egress single hung PGT Industries Inc. FL 1436.5 R20 window 6 Interior hollow core 30" x 80" - WA WA door 7 Interior hollow core 36" x W' - NIA N/A bi4old door New door and / or widow notes: 1. ALL EXTERIOR DOORS AND WINDOWS SPECIFIED ARE "IMPACT RESISTANT". 2. PROTECTION OF OPENINGS SHALL CONFORM AND MEET REQUIREMENTS AS SET FORTH IN FBC 6th EDITION (2017) RESIDENTIAL, SECTION R 301.2.1.2 3. Any products that are substituted, must meet or exceed products specified. Con&actor "MUST" provide data to building inspector at time of inspection. 4. Contractor "MUST FIELD VERIFY" all existing openings specified on thin project, 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. 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. First floor garage walls use 8" exterior concrete block. Second floor garage apartment "exterior walls" use 2 x 4 studs @ 16" o.c. and 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 walls or any other locations that are required by code. N r� 00 0 11 (D 1 11 11 (D'i 4'_ O"dImo' 19 l— O'' 2.4'-0" LO rb SECOND FLOOR - PROPOSED FLOOR PLAN Note: At all plumbing waNs use 2 x 6 studs to allow 9 for ventilation plumbing stacks-.(� Closet maid ventilated shelving. ED .19 C' 24-1- O,, 24' - o " SCALE: 1 /4" = 1' - 0" FIRST FLOOR - PROPOSED FLOOR PLAN �, 0 It N SCALE: 114" = 1'- 0" ci a pp T p�jp o ea c7 'a W A' e=e o = a W, or - to s. •E w a La a a� �L s Nam~ i p M-o-v co � ch LJJ V N fl-c�s r10 a�iM0CLffCOi C 0 U Im M c>a Cn ca o 2: L J U_ cou-a Ec'm°'v�E � ass ca U�rU32 cn c� 3 0 E0 L 1 �E°'•�aCiv0 r 0 C N y O " 'a M CO 0 �- > 00 N.�!E c t � t C 0 UN n.=Na N U') M V) M z v, .0 0 0 LL a. r*4%- vi C� ce Z O Q Lid N D JOB NO. 5203 17TH STREET DATE APRIL 28, 2018 DRAWN BY Daniel M. Ossman SHEET NO. A-9