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<br />1. First floor CMU walls with bearing height at 9'4" feet (U.N.0)
<br />3. Interior non -load bearina walls shall be constructed Of SDruce Dine fur
<br />.LEG-.rA%L DESCRIPTION PROPOSED PARCEL 2:
<br />The West 1/2 of Lots I to 5 inclusive, Block 123,
<br />MAP OF THE TOWN OF ZEPHYRHILLS, a subdivision
<br />according to the plat thereof recorded at Plat Book 1,
<br />Page 54, in the Public Records of Pasco County, Florida.
<br />CLASSIFICATION BY OCCUPANCY .................. RESIDENTIAL
<br />CLASSIFICATION BY GROUP ......................... R
<br />CONSTRUCTION TYPE ................................ V
<br />SPRINKLER CLASSIFICATION ........................ UNSPRINKLED
<br />FLOOD ZONE: X
<br />RISK CATEGORY II WIND ZONE 138 MPH (ASCE 7-16)
<br />-1 tcf.l 0 -11 &*0 IFA I Z 14 1:1
<br />To the best of my knowledge these plans are drawn to comply with owner's and/ or builder's
<br />specifications and any changes made on them after prints are made will be done at the
<br />owner's and / or builder's expense and responsibility. The contractor shall verify all
<br />dimensions and enclosed drawing. THE DESIGN PROFESSIONAL is not liable for errors
<br />once construction has begun. While every effort has been made in the preparation of this
<br />plan to avoid mistakes, the maker can not guarantee against human error. The contractor of
<br />the job must check all dimensions and other details prior to construction and be solely
<br />responsible thereafter. This document is an instrument of a contract and is further protected
<br />by copyright laws and intellectual property rights.
<br />AREA SQ. FEET
<br />1ST FLOOR CONDITIONED 1238
<br />1ST FLOOR UN -CONDITIONED
<br />FRONT PORCH U3
<br />GARAGE 4150
<br />REAR PORCH
<br />TOTAL CONDITIONED 1239
<br />TOTAL UNDER ROOF 1890
<br />TOTAL WIDTH 35'
<br />TOTAL DEPTH 591,
<br />HEIGHT 18 1, 6
<br />DRIVEWAY 418
<br />WALKWAYS 71
<br />CONC. PAD 9
<br />01 M111111111; 10 1 1W.111 0 10 111:isll W-11 I 11114 k,
<br />Subsurface information shown on these drawings was obtained solely for use in
<br />establishing design controls for the project. The accuracy of this information is not
<br />guaranteed and it is not to be construed as part of the plans governing construction
<br />of the project. It is the BIDDERS AND OR CONTRACTORS responsibility to inquire
<br />of the [owner] if additional information is available, to make arrangements to review
<br />the same prior to bidding, to conduct whatever site investigation or testing may be
<br />required, and to make his own determinations as to all subsurface conditions.
<br />I abPI TitIP np-scriptwon Cornmpnts
<br />C-1 PROJECT INFORMATION
<br />D-1 SITE PLAN
<br />D-2 -FOUND TION PLAN
<br />D-3 FIRST FLOOR PLAN
<br />D-4 EXTERIOR ELEVATIONS
<br />D-S SECTION VIEWS
<br />D-6 ROOF FRAMING PLAN
<br />E-1 ELECTRICAL PLAN
<br />S-1 CONSTRUCTION DETAILS
<br />S-2 fRMNG DETAILS
<br />G-1 IGENERAL NOTES & SPECIFICATIONS
<br />at 16" o.c; interior load bearing walls shall be constructed of southern
<br />yellow pine 16" ox
<br />4. All interior doors to be 2 panel 80" masonite
<br />5. Match all door and window header heights at 80"
<br />6. All Base moulding to be pre -primed wood 5 1/4" profile
<br />7. Door casings to be pre -primed wood 2 1/4" profile
<br />8. R301.2.1.2 Protection of openings. Windows in buildings located in
<br />wind-borne debris regions shall have glazed openings protected from
<br />wind-borne debris. Glazed opening protection for wind-borne debris shall
<br />meet the requirements of the Large Missile Test of an approved impact
<br />resisting standard or ASTM E 1996 and ASTM E 1886, SSTD 12, ANSI/
<br />DASMA 115 (for garage doors) or TAS 201, 202 and 203 or AAMA 506
<br />referenced therein. THIS REQUIREMENT CAN BE MET THROUGH THE USE
<br />OF WOOD STRUCTURAL PANELS THAT MEET THE REQUIREMENTS OF
<br />FBC SECTION 301.2.1.2
<br />9. ALL INTERIOR GLAZING WITHIN 18" OF THE FINISHED FLOOR IS TO
<br />BE TEMPERED GLASS.
<br />10. ALL GLAZING WITHIN 60" ABOVE OR ADJACENT TO TUBS AND
<br />SHOWERS IS TO BE TEMPERED.
<br />11. CONTRACTOR TO PROVIDE WINDOW & DOOR MANUFACTURER
<br />SPECIFICATIONS AND FLORIDA PRODUCT APPROVAL CODES.
<br />12.R310.2 EMERGENCY ESCAPE AND RESCUE OPENINGS
<br />EMERGENCY ESCAPE AND RESCUE OPENING SHALL HAVE MINIMUM
<br />DIMENSIONS AS SPECIFIED IN THIS SECTION
<br />R310.2.1 MINIMUM OPENING AREA
<br />EMERGENCY AND ESCAPE RESCUE OENINGS SHALL HAVE A NET CLEAR
<br />OPENING OF NOT LESS THAT 5.7 SQUARE FEET(O.530 M2). THE NET
<br />CLEAR OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALL BE
<br />OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY ESCAPE
<br />AND RESCUE FROM THE INSIDE. THE NET CLEAR HEIGHT OPENING
<br />SHALL BE NOT LESS THAN 24 INCHES (610 MM) AND THE NET CLEAR
<br />WIDTH SHALL BE NOT LESS THAN 20 INCHES (508 MM).
<br />EXCEPTION: GRADE FLOOR OR BELOW GRADE OPENINGS SHALL HAVE A
<br />NET CLEAR OPENING OF NOT LESS THAN 5 SQUARE FEET (0.465 M2).
<br />R310.2.2 WINDOW SILL HEIGHT
<br />WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND
<br />RESCUE OPENING, IT SHALL HAVE A SILL HEIGHT OF NOT MORE THAN
<br />44 INCHES (118 MM) ABOVE THE FLOOR: WHERE THE SILL HEIGHT IS
<br />BELOW GRADE, IT SHALL BE PROVIDED WITH A WINDOW WELL IN
<br />ACCORDANCE WITH SECTION R310.2.3
<br />13. WINDOWS WILL COMPLY WITH INSULATION AND FENESTRATION
<br />REQUIREMENTS PER TABLE 402.1.1
<br />14. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROUGH
<br />OPENING SIZES PRIOR TO CONSTRUCTION.
<br />15. GUTTERS AND DOWNSPOUTS TO BE COORDINATED BETWEEN
<br />OWNER AND CONTRACTOR
<br />16. WET AREAS
<br />All shower and wet areas including tile and shower pans to refer the latest
<br />edition of the TCNA Handbook for Ceramic, Glass, Stone Tile Installation,
<br />typ.
<br />All wet areas to use Durock Cement board (recommended for all tile
<br />areas)
<br />Acceptable USG Durock Glass -Mat Mold Tough
<br />Ru sm., km�
<br />IN ACCORDANCE WITH CHAPTER 471.003(2)(1) OF THE FLORIDA
<br />ADMINISTRATIVE CODE; ELECTRICAL, PLUMBING AND MECHANICAL
<br />SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS
<br />TO MEET ALL APPLICABLE CODES. ANY MECHANICAL, ELECTRICAL,
<br />OR PLUMBING SYSTEMS DRAWN HEREON ARE BASED UPON THE
<br />OWNERS AND OR CONTRACTOR REQUIREMENTS AND OR
<br />SUGGESTIONS.
<br />ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN (WITHIN 6 FEET
<br />OF SINKS), GARAGE AND AT EXTERIOR LOCATIONS SHALL BE WIRED
<br />INTO A GROUND FAULT CIRCUIT INTERRUPTER "GFI" CIRCUIT.
<br />ALL OTHER ELECTRICAL OUTLETS SHALL BE WIRED INTO AN ARC -
<br />FAULT INTERRUPTER "AFI" CIRCUIT
<br />LOCATIONS OF ALL HOSE BIBS SHALL BE COORDINATED IN THE FIELD
<br />WITH CONTRACTOR AND OWNER PRIOR TO INSTALL
<br />Approved Product List
<br />Product category
<br />Sub category
<br />Manufactu r
<br />State of FIL Approval #
<br />�tructural Components
<br />-
<br />SP4 Wood Connector
<br />Simpson
<br />FL10456.43
<br />H10 Wood Connector
<br />Simpson
<br />FL10456.6
<br />META24 Masonary Connector
<br />Simpson
<br />FL1 1473.18
<br />HETA20 Masonary Connector
<br />Simpson
<br />FL11473.3
<br />META14 Truss Connector
<br />Simpson
<br />FL11473.17
<br />META16 Masonary Connector
<br />Simpson
<br />FL11473.17
<br />META18 Masonary Connector
<br />Simpson
<br />FL11473.18
<br />HHETA20 Masonary Connector
<br />Simpson
<br />FL11473.9
<br />MGT Masonary Connector
<br />Simpson
<br />FL11470.9
<br />HTT16 Masonary Connector
<br />Simpson
<br />FL11496A
<br />LTT20B Masonary Connector
<br />Simpson
<br />FL11496.3
<br />U24 Wood Connector
<br />Simpson
<br />FL10655.141
<br />H4 Wood Connector
<br />Simpson
<br />FL10456.14
<br />MTS12 Wood Connector
<br />Simpson
<br />FL10456.33
<br />HTS20 Wood Connector
<br />Simpson
<br />FL10456,23
<br />H16 Wood Connector
<br />Simpson
<br />FL11470.1
<br />CS16 Wood Connector
<br />Simpson
<br />FL13872.1
<br />HGT2 Girder Connector
<br />Simpson
<br />FL10456.18
<br />HGT3 Girder Connector
<br />Simpson
<br />FL10456,19
<br />HGT4 Girder Connector
<br />Simpson
<br />FL10456.20
<br />MTSM16 Connector
<br />Simpson
<br />FL11473.2
<br />LSTA12 Wood Connector
<br />Simpson
<br />FL1 3872.5
<br />LSTA18Woo Connector
<br />Simpson
<br />FI_13872�5
<br />LSTA24 Wood Connector
<br />Simpson
<br />FL13872.5
<br />LSU26 Joist Connector
<br />Simpson
<br />FL10447.14
<br />A35 Framing Connector
<br />Simpson
<br />FL10446.4
<br />Engineered Lumber
<br />Laminated Wood Beam
<br />Boise Engineered Wood Products
<br />FL1644.1
<br />Doors
<br />Garage Doors 16'W3
<br />CLOPAY Building Products
<br />FL15279.7
<br />Doors
<br />Garage Doors 9'W4
<br />CLOPAY Building Products
<br />FL15279.12
<br />Doors
<br />Garage Doors 16'W4
<br />CLOPAY Building Products
<br />FL15279.20
<br />Doors
<br />Metal Exterior outswing
<br />PGT
<br />FL15443
<br />Doors
<br />Sliding Glass Door
<br />PGT
<br />FL251-R30
<br />Doors
<br />FibergIass Exterior
<br />Masonite International
<br />FL18582.1
<br />Windows
<br />Casement
<br />FIST
<br />FL243
<br />Windows
<br />Single Hung
<br />PGT
<br />FL239
<br />Windows
<br />Fixed Glass
<br />PGT
<br />FL 243-1320
<br />Windows
<br />Mullions
<br />PGT
<br />FL261
<br />Windows
<br />Horizontal Slider
<br />PGT
<br />FL242
<br />Roofing
<br />Metal Roofing
<br />STEEL ROOFING SYSTEMS
<br />FL15837
<br />Roofing
<br />Modified Biturnen Roof System
<br />GAF Materials Corp.
<br />FL16732.1
<br />Roofing
<br />Asphalt Shingles Timberlane30
<br />GAF Materials Corp.
<br />FL10124.1
<br />Roofing
<br />Roofing Tiles
<br />Boral Roofing / US Tile
<br />FL11647.1
<br />Roofing
<br />VentSure Ridge Vent
<br />Owens Cording
<br />FL10758.1
<br />Roofing
<br />Underlayment
<br />Owens Cording
<br />FL9777.1
<br />Panel Walls
<br />Siding
<br />James Hardie Building Products
<br />I nc.
<br />FL15867
<br />Panel Walls
<br />Soffits- Vinyl
<br />Ka can LTD
<br />FL1 6503.2
<br />Panel Walls
<br />Soffits- Aluminum
<br />Kaycan LTD
<br />Panel Walls
<br />Siding
<br />Kaycan LTD
<br />IFL15867
<br />Shutters
<br />Hurricane Storm Shutters
<br />Storm Smart Industries.
<br />I F L 11291.2
<br />ASC-E --o Wind load Prognam, (30.4 Part i� Low-Pi;le Bui1dfn_g%VaE Components and Claddin��)
<br />�Vall Components and Cladding Citlear -RDqFREigAit h _ 6oft-)
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<br />ASCE --io Stren-flh Design Load -R, Alloivahtle Stress Design
<br />lq�'ind Speed = i3s mph
<br />B13ilding Exposure = B (Ufban & Suburban. area�-:)
<br />Internal Pr�_�sure Coefficient C-Cpi = c,.,.S Enclosed Bi-, ilding
<br />8 > Roof ang�e is greater ffiar, io�
<br />Kzt I "Do
<br />Kd c,.8,5
<br />Nleen Roof Height = 18.5 ft
<br />ouluTit.
<br />Velodt�- Pressure L%pcsare Crieffi,�ient "K-7 max." = o.-
<br />Per Tab?e page 3J7
<br />LRFD ases vdnd sp--dVult = �,38 mph
<br />Velocit- Pressure (q.h LFID) = 29.01 PSf = .00256*K_7*K,_t*Kd*V'2 lb/41`2
<br />Per ea
<br />�
<br />AS-L) ire_ �%�nd meed Vasd' 1-07 niph
<br />Velocit,� Pressure (qh _-�SD) =17.4 P5f =
<br />--=LRFD
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<br />Foot notes�
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<br />L2., From Florida Building Code 6th edition 2c-i- in section i6o9.3,i -v,-ind speed conversm.
<br />FOJ FIN61NEERIIN(v ANO DE516N,
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<br />GFRT. OF AUTHORIZATION # 30166
<br />FRANr9FDJENr,.COM
<br />FINOINEEERINO CERTIFICATIGATION
<br />I HEREB'� C-ERTIFY THAT I HAVE REVIEVqED THE
<br />ATTACHED DESION AND FOUND IT TO BE IN
<br />COMPL:ANCE KITH THE FLORIDA BUILDIN& CODE,
<br />6TH ED TON (2011), RE51DENTIAL
<br />THIS DRAININC, AND DE516N 15 VALID FOR 12
<br />MONTHS AFTER THE DATE IT 15 SIGNED AND
<br />SEALED
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<br />PROVIDED BY:
<br />2721 Agnes St
<br />Tampa FL 33619
<br />813 313 0045
<br />7
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<br />DATE:
<br />7/14/2020
<br />SCALE:
<br />SHEET:
<br />C-1
<br />
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