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NAILING SCHEDULE
<br />TABLE 2304.9.1
<br />FASTENING SCHEDULE
<br />CONNECTION
<br />FASTENING"
<br />LOCATION
<br />-
<br />1. Joist to sill or girder
<br />3 - 8d common
<br />-3-3 " x 0.131" nails
<br />toenail
<br />3 - 3" 14 gage staples
<br />2. Bridging to joist
<br />2 - 8d common
<br />2 . 3" v 0,1.31" nails
<br />toenail each end
<br />2 - 3"14 -age staples
<br />3. 1" x 6" subfloor or less to each joist
<br />2.8d common
<br />face nail
<br />4. Wider than I" x 6" subfloor to each joist
<br />3 - 8d common
<br />face nail
<br />5. 2" subfloor to joist or girder
<br />2 - l6d common
<br />blind and face nail
<br />6. Sole plate to joist or blocking
<br />16d at I6" o.c.
<br />3' x 0.131"nails at 8' o.c.
<br />typical face nail
<br />3" 14 gage staples at 12" o.c.
<br />Sole plate to joist or blocking at hraced
<br />3 - 16d at 16'
<br />wall panel
<br />4 - 3" x 0.131" nails at 16"
<br />braced wall panels
<br />4 - 3" 14 gage staples per 16"
<br />7. Top plate to stud
<br />2 - 16d common
<br />3 - 3" x 0.131"nails
<br />end nail
<br />3 - 3" 14 gage staples
<br />8. Stud to sole plate
<br />4 - 8d common
<br />toenail
<br />4 - 3" x 0.131" nails
<br />3 - 3" 14 gage staples
<br />2 - I6d common
<br />3- 3" x 0.131" nails
<br />end nail
<br />3 - 3" 14 gage staples
<br />9. Double studs
<br />16d at 24" o.c.
<br />3" x 0.131" nail at 8" o.c.
<br />face nail
<br />3" 14 gage staple at 8" o.c.
<br />10. Double top plates
<br />16d at IC o.c.
<br />3" x 0.131"nail at 12" o.c.
<br />typical face nail
<br />3" 14 gage staple at 12' ox,
<br />Double top plates
<br />8.164 common
<br />12 - 3" x 0.131" nails
<br />lap splice
<br />12 - 3" 14 a e staples tical face nail
<br />11. Blocking between joists or rafters to top plate
<br />3 - 8d common
<br />3 - 3" x C.131"nails
<br />toenail
<br />3 - 3" 14 gage staples
<br />12. Rim joist to top plate
<br />8d at 6" (152 mm) o.c.
<br />3" x 0.131" nail at 6" o.c.
<br />toenail
<br />3" 14 gage staple at 6" o.c.
<br />13. Top plates, laps and intersectinnt
<br />2 - 16d common
<br />3 - 3" x C.131" nails
<br />face nail
<br />3 - 3" 14 gage staples
<br />14. Continuous header, two pieces
<br />16d common
<br />16' o.c. along edge
<br />15. Ceiling joists to plate
<br />3 - 8d common
<br />5 - 3" x 0.131" nails toenail
<br />5 - 3" 14 gage staples
<br />16. Continuuus header to stud
<br />4 - 8d common toenail
<br />CONNECTION
<br />FASTENING','
<br />LOCATION
<br />l7. Ceiling joists, laps over partitions
<br />3 - 16d common minimum. Table 2308.10.4.1
<br />(see Section 2308.10.4 1, Table 2308.10.4.1)
<br />4 - 3" x 0.131" nails
<br />face nail
<br />4 - 3" 14 gage staples
<br />18. Ceiling joists to parallel rafters
<br />3 - 16d common minimum. Table 2308.10.4.1
<br />(see Section 2308.10.4.1. Table 2308. 10.4. 1)
<br />4 - 3" x 0.131"nails
<br />face nail
<br />4 - 3" 14 gage staffs
<br />19. Rafter to plate
<br />3 - 8d common
<br />(see Section 2308.10.1, Table 2308.10.1)
<br />3 - 3" x 0.131" nails
<br />toenail
<br />3 - 3" 14 gage staples
<br />20. 1" diagonal brace to each stud and plate
<br />2 - 8d common
<br />2.3" x 0.131" nails
<br />face nail
<br />2 - 3" 14 gage staples face nail
<br />21. 1" x 8" sheathing to each bearing wall
<br />2 - 8d common
<br />face nail
<br />22. Wider than 1 "x 8" sheathing to each bearing
<br />3 - 8d common
<br />face nail
<br />23. Built-up corner studs
<br />16d common
<br />24" o.c.
<br />3" x 0.131- nails
<br />16" o.c.
<br />3" 14 gage staples
<br />16' o.c.
<br />24. Built-up girder and beams
<br />20d common 32" o.e,
<br />face nail top and bottom staggered
<br />3" x 0.131" nail at 24' o.c.
<br />it
<br />on opposite sides
<br />3" 14 gage staple at 2e o.c.
<br />2 - 20d ccmmxm
<br />3-3" x 0 131" nails
<br />face nail at ends and at each splice
<br />3 - 3" 14 ape. staples
<br />25. 2 LlaAs
<br />16d common
<br />at each bearing
<br />26. Collar tie to rafter
<br />3 - I Od common
<br />4 - 3" x 0 131" nails
<br />face nail
<br />4 - 3" 14 gage staples face nail
<br />27. Jack rafter to hip
<br />3 - 10d common
<br />4 - 3" x 0 13l "nails
<br />toenail
<br />4 - 3" 14 gage staples
<br />2 - 16d common
<br />3 - 3" x 0 131" nails
<br />face nail
<br />3 - 3" 14 gage staples
<br />28. Roof ratter to 2-by ridge beam
<br />2 - l6d cannon
<br />3 - 3" x 0.131" nails
<br />toenail
<br />3 - 3" 14 gage staples
<br />2 - I (A common
<br />3-3" x 0,131" nails
<br />face nail
<br />3 - 3" 14 age staples
<br />29. Joist to band joist
<br />3 . 16d common
<br />5 - 3" x 0.131" nails
<br />face nail
<br />5 - 3' 14 gage sta les
<br />COMMERICAL PROJECT DESCRIPTION
<br />CODES IN EFFECT FOR THIS RENOVATION TO AN EXISTING BUILDING:
<br />2017 FLORIDA FIRE PREVENTION CODE, GT" EDITION
<br />2017 FLORIDA BUILDING CODE, 6"' EDITION
<br />2017 FLORIDA MECHANICAL CODE
<br />2017 FLORIDA PLUMBING CODE
<br />2017 FLORIDA ENERGY CODE
<br />2017 FLORIDA ACCESSIBILITY CODE
<br />2014 NATIONAL ELECTRICAL CODE
<br />ADDRESS:
<br />WIND BORNE DEBRIS AREA: This property IS LOCATED outside the 140 mph wind borne debris
<br />area.
<br />ASCE 7-10 WINDSPEED RISK CATEGORY II: 138 mph as interpolated by the ATC Council.
<br />OCCUPANCY: RESIDENTIAL, GROUP R-2 (4 apartments within a former two story masonry
<br />church facility)
<br />TYPE OF CONSTRUCTION: Type III-B, Unsprinklered Construction
<br />LEVEL OF RENOVATION WORK CLASSIFICATION: New Construction
<br />ALLOWABLE AREA: Unlimited
<br />ACTUAL AREA, each floor: 1,600 S.F.
<br />ALLOWABLE HEIGHT: 4 stories
<br />ACTUAL HEIGHT: Two stories, approximately 22" front tower height
<br />TENANT OCCUPANT LOAD: Residential - 200 SF/gross : 32' x 50' each floor:
<br />1,600 SF x2 firs = 3,200 SF total/200 SF = 16 persons
<br />MAXIMUM TRAVEL DISTANCE WITHOUT SPRINKLERS, Table 1016.2: 200'
<br />Table 1015.1 Spaces with one exit or exit access doorway, R2 occupancy: 49 persons maximum.
<br />TERMITE PROTECTION
<br />FOUNDATION INSPECTION REQUIRED: A foundation survey shall be performed & a copy of the survey
<br />shall be on the site for the building inspector's use, or all property markers shall be exposed & a string
<br />stretched from marker to marker to verify required setbacks.
<br />FRAMING INSPECTION: All plumbing, electrical, and mechanical rough -ins must be complete, inspected
<br />and approved before requesting the framing inspection.
<br />FLORIDA BUILDING CODE 2017, 6" Edition
<br />TERMITE TREATMENT PROTECTION SECTIONS:
<br />105.1 1: Notice of termite protection note.
<br />1503.7: Condensate & roof downspouts discharge note.
<br />2304.1 1: Protection against decay & termites. Adhere to all applicable sub -sections within
<br />this section as a part of this project.
<br />2304.13: Preparation of building site & removal of debris note.
<br />All of the above Florida Building Code sections are to be implemented for this project.
<br />STRUCTURAL DESIGN & MATERIALS CRITERIA
<br />1 . Basic Wind Speed: 138 mph
<br />2. Wind Importance Factor: 2
<br />3. Building Exposure Category- B
<br />4. Wind Exposure- 1
<br />S. Applicable internal pressure coefficient: +-.18 psf
<br />6. Components & Cladding wind design pressure: 10 psf
<br />This building is designed in accordance & compliance with the current edition of the Florida Building
<br />Code 2017, 61" Edition, including Section 1609.3 Wind Loads Design Criteria; American Society of Civil
<br />Engineers Standard 7-93, Minimum Design Loads for Buildings & Other Structures. Residential projects
<br />are designed in accordance with the Florida Residential Building Code 2017, 6"' Edition.
<br />DESIGN LOADS: Roof Live Loads: 20 roof
<br />Wind Speed: 138 mph as interpolated by the Applied Technology
<br />Council
<br />Warning: The structural integrity of the building shown on these drawings is dependent on completion
<br />according to these documents. Structural members are not self-supporting. and during construction
<br />require temporary bracing until permanently affixed to the structure as directed/designed. All
<br />structures are designed as stable & permanent units after all components are in place. All persons
<br />responsible for the erection of these structures shall provide all necessary shoring & bracing to insure
<br />stability & safety during construction. The Architect assumes no liability for the failure of others to
<br />provide the necessary shoring & bracing.
<br />SITE WORK:
<br />See civil drawings
<br />CONCRETE:
<br />See civil drawings for new sidewalks
<br />MASONRY:
<br />l . No masonry work will be required as a part of this project
<br />WOOD:
<br />1 . Follow all requirements of the current edition of the Florida Building Code 2017, 61" Edition, for
<br />all wood framing including, but not limited to, connections, bracing, nailing & bridging. Follow all
<br />guidelines contained in the Southern Pine Joist & Rafter Construction Guide.
<br />2. All wall stud & miscellaneous rough framing lumber 2x4" or larger as shown on the dwgs shall be
<br />grade -stamped Southern Pine No 2 KD or better. Sizes indicated are nominal mill size, unless
<br />noted otherwise.
<br />3. Minimum allowable stresses: Fb: 1,250 psi; E: 1,600,000 psi; Fv: 10S ps
<br />4. Unless otherwise noted, all framing connectors & fasteners are SIMPSON products & components.
<br />FLORIDA PRODUCT APPROVAL
<br />ANDERSEN lee SERIES CASEMENT WINDOWS, ALUMINUM, FL-15'be&ll -R4,
<br />121ero12017
<br />ALL WORK SHALL COMPLY WITH
<br />NFFA CODES AND STANDARDS
<br />REVIEW DA I a
<br />CITY OF ZE ILL `�
<br />FIRE AND LIFE SAFELY � R`__
<br />M E
<br />INDEX OF DRAWINGS
<br />40 00 M
<br />C5 PROJECT INFORMATION, CODE AND EXISTING SITE LOCATION c0 E
<br />Mr.-.
<br />Al EXISTING FLOOR PLANS V 0
<br />A2 EXISTING EXTERIOR ELEVATIONS / PROPOSED MODIFICATIONS
<br />A3 FROP05ED FLOOR PLANS a�
<br />A4 TYPICAL PARTITION 5ECTION5 +�
<br />El ELECTRICAL PLAN
<br />E
<br />s
<br />P1 PLUMBING PLAN �■I■� M/
<br />V co E
<br />M O
<br />H1 HVAC SCHEDULES 0 tf
<br />H2 HVAC FIRST FLOOR PLAN W o
<br />H3 HVAC SECOND FLOOR PLAN Q
<br />H4 HVAC TABULATION PLAN
<br />V
<br />A
<br />APPROXIMATE AREAS : (J?
<br />APT. 1: 141 S.F. lam,
<br />APT. 2: 143 5. F.
<br />APT. 3: -141 S.F.
<br />APT. 4: 74e S.F. °
<br />WEST ENTRY: 91 S.F.
<br />TOTAL BLDG.: 3,ero& S.F.
<br />PROPOSED SITE PLAN WAS PRODUCED BY
<br />OTHERS AND APPROVED 5Y THE CITY OF
<br />ZEPHYRHILL5
<br />PROJECT LOCATION: NORTH WEST
<br />CORNER OF 9TH AVENUE AND 11 TH
<br />STREET
<br />r
<br />PROJECT LOCATION
<br />WITH Pa�VAILINO
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