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Home My WebLink AboutREVISION, Window was addedOFFICE USE ONLY: DATE FILED: \ k. 0�0' a-, REVISION FEE: kns 0O PERMIT # —& I Q RECEIPT 9 PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE RECEIVED FORT PIERCE, FL 34982.5652 (772) 462.1553 NOV 3 0 '321 APPLICATION FOR BUILDING PERMIT REVISIONS St' permn7S ngnry PROJECT INFORMATION LOCATION/SITE 2(06-0239 ADDRESS: Sb 04 Cc$W1-S+one dr TiwT pv✓cam _r-L DETAILED DESCRIPTION OF PROJECT REVISIONS: (h/Ih84A/_NA6 0&tj_- CONTRACTOR INFORMATION: STATE of FL REG./CERT. # BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: STATE: PHONE (DAYTIME): OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: -15 PHONE (DA Vs. m ARCHITECT/ENGINEER INFORMATION: NAME: r`---m JI_ ADDRESS: k3V CITY: PHONE (DAYTIME): SLCCC: 9123109 Revised 06130117 e_1 1 , ST. LUCIE CO CERT. #: I . i p KR I'a . Jill New Window Existing Residence Stucco Finish Rear Elevation scale: 1/4" = 1'-0" STRUCTURAL NOTES: All reinforcing steel shall be high strength billet steel and shall conform to ASTM A-615 grade 60 specifications. Lap continuous reinforcing 48 bar diameters or 30" in beams and in slabs. Lap bottom steel over supports and top steel at midspan. Hook discontinuous ends of all top bars. Reinforcing steel shall have See Exterior Frame a minimum of 1 ' concrete cover. Wall to CBS Detail All wood in contact with masonry shall be pressure treated or approved seperating material. All dimensions shall be verified in field by the contractor. If there are any discrepancies the Architect or Engineer shall be notified before proceeding. All wood members shall have a minimum fiber stress in bending of 1200 p.s.i. with 1 /360 max. deflection. See Typical Wall GENERAL REQUIREMENTS Section for Exterior Finishes All work to be as per the current edition of the Florida Building Code and meet or exceed all applicable local requirements. General contractor is responsible for all labor, materials, utilities, testing, waste removal, storage, securing of site, accomodation, transport/freight, and all other cost related to the completion of this project., unless explicitly identified here. Owner is responsible for all municipal related charges such as impact fees, and water connection, except building permit fees, which are to be included in the construction bid. General contractor to check all drawings for errors and ommissions and bring them to the attention of the architect prior to starting any work, or ordering any materials of the respective division of work. If such errors and ommissions are not reported in writingto the architect, any resulting damages or costs shall be born entirely by the general contractor. Architect is not responsible for the contractors method or means of construction. Stucco Finish Right Elevation scale: 1/4- = 1'-0" (2)2x6 (2) 2 x 8 ` top plate Header Stud Wall (2) d SPH Use 2 fa w 141 DOOR ROUGH OPENING 40 Door Framing Detail At Exterior Wall scale: 1/2" = 1'-0" General contractor is to keep the site in a clean and safe state through STEP 1 out the course of construction. On building turnover, general contractor to Sticky Horizontal Peel & Stick Fashing over clean all surfaces so as to be free of dust, grease, stains, scuffs, etc. Door Frame. Extend flashing Wood Frame back full width of framing Wall Unless otherwise noted, the Installation of specified hardware shall conform to the manufacturers instructions and standard practice. All plans and drawings are not considered complete until they have been reviewed and approved by the Building Department and the building permit has been issued. Gypsum Note Gypsum board shall conform to ASTM C22, C475, C514, C1002, C1047 C1177, C1178, C1278, 01396, or C1658 and installed per FBC residential Door Frame Secured code. Per USG, Wallboard conforms to C1396. to wood framing as per manufacturers recomen- dations Gypsum Board & Gypsum Panel Products Gypsum board and gypsum panel products shall be applied TYVEK Building Wrap at right angles or parallel to framing members. All edges and at wood frame locations ends of gypsum board and gypsum panel products shall occur on framing members, except those edges and ends that are perpendicular to the framing members. Interior gypsum board shall not be installed where it is directly exposed to STEP 2 weather or to water. Apply Vertical Peel & Stick Fashing over Doom Wall and ceiling gypsum board shall be fastened with screws Frame. Extend flashing back full width of framing spaced at 12"o,c. Screws for attaching gypsum board and gypsum panel products to wood framing shall be Type W or Type S in accordance with ASTM C1002 andshall penetrate thewood not less than 5/8- inch (15.9mm) Gypsum board and Gypsum panel products shall be attached to cold formed steel framing less than 0.033- (1 mm) thick shall be Type S in accordance with ASTM C1002 or bugle head style in accordance with ASTM C1513 and shall penetrate the steel not less than 3/8- to 0.112- (1 mm to 3mm) thick shall be in accordance with ASTM C954 or bugle head style in accordance with ASTM 1513. Screws for attaching gypsum board or gypsum panel products to structural insulated panles shall penetrate the wood structural panle facing not less than 7/16-o.c. (11.1mm). Wood Framing Note Wood framing supporting gypsum board and gypsum panel products shall be not less than 2" (51 mm) nominal thickness in th least dimension except that wood furring strips not less than 1- by 2" (25mm x 51mm) nominal dimension shall be permitted to be used over solid backing or framing spaced not more than 24"o.c. (610mm) SHEATHING NAILING NOTES Pneumatic Nails Pneumatic or mechanicaly driven nails will be accepted under the following conditions: Min. nails size 8d or larger ring shank with Min. shank diameter:.113 Min. Length: 2- Min. Head Diameter:.280 Full Round Min. Ring Diameter .012 over shank dia. Min. 16 to 20 Rings per Inch Note Gun nails shall be permitted as an acceptable fastener from any manufacturer Wood screws meeting the same size requirement may be used in lieu of nails without comment EXTERIOR SHEATHING Use #8 gun nails at 4"o.c. at panel edges and #8 gun nails at 4"o.c. at panel top and bottom and 6"o.c. in field to Beam See (2) 2 x 6 Plate to beam with Sections (1) MSTAM24 24"o.c. with (9) 10d nails to wood and (5) 1/4-x 2 1/4"Titen 2� to the existing conc. beam Existing CBS Bond Beam Window Rough Opening 'x6stud r-0- 1 72-x 16" Impact Fix. Glass ------- - - - New New Storage Wall Room Existing Ceiling to Remain Living Room All existing electrical to remain SP6 over Sill at each stud with " 6 at each stud (6) 10d x 1 1/2- 2 x 6 stud 16"o.c. (6) 10d x 1 1 /2 " or MTS16 with (10) 10d nails Stud to Sill Window Framing Detail x 6 p.t. sill plate sten as per typ. all section STEP 3 Apply Horizontal Peel & Stick Fashing over Flange. Extend flashing back full width of framing Existing 6068 S.G.D. to remain Dining Room New Partial Floor Plan scale: 1/4- = 1'-0" ;�(2)2x6 top plate I M . M c7 DOOR OPENING Concrete Foundation Provide Sealant 6" Under Threshold Frame Wall Door Flashin Wood Frame Wall Window Flange Secured / to wood framing as per —/ manufacturers recomen- dations TYVEK Building Wrap ze�Wood Frame at wood frame locations Wall STEP 2 Apply Vertical Peel & Ce Stick Fashing over Flange. Extend flashing �y back full width of framing STEP 1 Wood Frame Wall Apply Sill Peel & Stick 6"" Fashing over Flange. Extend flashing back full width of framing Frame Wall Window Flashing 5 2' x 6" Formed 2500# concrete Curb _ continuous under New Framed Exterior walls Existing Conc. Foundation --\ Drill & Epoxy 112" dia. ATR 5" embed. into existing conc. extend 9" from slab 24"o.c. with 1/8" x 2" washer and nut at plate 2 x 6 p.t. sill plate with SP6 with (6) 10d x 1 1 /2"at each stud (1) #3 rebar cont. in curb Existing Grade(j Provide a bonding adjent to the existing contcrete prior to placing new conc. Optional Curb Detail Use this detail if the distance between the wood framing and the grade can not be achieved. New Frame Wall I i I 4-2500# Q I Conc. Pad in 1.0 I � New I ease `� Existing Trusses to remain RI Batt Insulation-\ Existing Exterior Ceiling to remain 7 ' Bottom of Beam _ T-4"— - - Fur out the existing conc, beam and wrap with 1 /2"drywall SP6 over top plate at each stud with (6) 10d x 1 1/2" 1/2-drywall on� Face of Studs R19 Batt Insulation Existing Conc. Foundation — 0.00' -$—F.F.E Climatic & Geographic Design Criteria Weathering: Negligible Termite Area: Very Heavy Flame Spread Index & Smoke Developed Index Insulation Flame Spread: Not to exceed 25 Insulation Smoke Developed Index: Not to exceed 450 Wall Finishes: Not greater than 200 Ceiling Finishes: Not greater than 200 Area Tabulation Existing Porch: 88 s.f. New Storage Room: 88 s.f. Building Data Occupancy Type: Group R Construction Type: V Number of Stories: One Building Code 2020 Florida Building Code: Residential 2020 Florida Building Code: Existing Buildings: Alteration Level 11 Existing 8 x 16 Conc. beam to remai2017 National Electric Code NFPA 70 Provide a stucco Weep Screed between Frame & Masonry Materials Stud to beam with (1) MSTAM24 with (9) 10d nails to wood and (5) 1/4-x 2 1/4"Titen 2 to the existing conc. beam (2) 2 x 6 Top Plate to Living Room Studs with (2) 16d P.T. Lumber at masonry 0.00 Three Coat Stucco over paper backed wire lath over One Layer of House Wrap over 5/8"c.d.x. plywood fastened to studs as per Nailing Notes 2 x 6 studs 16-o.c. Southern Pine #2 2 x 6 p.t. sill plate with SP6 with (6) 10d x 1 1/2-at each stud Stucco Stop -4" — Min, distance from wood to -21 grade Grad 5/8"dia. x 6"wedge bolts with 3-x 3"x 1/8" washers 24"o.c. Typical Wall Section scale: 3/4" = 1'-0" Connector Notes: PRODUCT APPROVAL Product Opening Design Product Rated Manufacturer Model Number Approval Glass Attachment Method Pressures Design Pressures Number Type Head & Sill: One fastener at 4"from corners. Jambs: One Swing Doors +40.5 -542 +65.0 -70.0 Jeld-Wen Impact Steel Opaque FL#: 11136.1 N.A. fastener at 4-from corners and 18.5""o.c. Use 3/16"Tapcon with 1.25"embedment into concrete and #8 PFH wood screw with 1.5"embedment into framing +40.5 Head & Sill: One fastener at 6-from corners and 17"o.c. Window -542 +/-80.0 C.G.I. Windows Sentinel 130 NOA: 20-0519.09 Impact Jambs: 6-from corners. Use 1/4-dia. Kwik-Con 11 screws with 1.5"embedment and I"edge distance. A.T.R. = All Treaded Rod Drill and Epoxy Set all A.T.R. Use either "Hilti" C-100 or Simpson Epoxy Tie Epoxy Grout filled CBS cell with #5 vert. \ El 8 x 16 x 8 .............. CBS Exterior Wall Project Data Project Name: Lino Garcia Street Address: 8604 Cobblestone Dr. City: Ft. Pierce County: St. Lucie Q State: Florida N co Scope of Work LU Z Convert the Covered Porch _0 LL LL. C CD to an Enclosed Storage Room bLO (0 cai C° with Wood Framed Exterior Walls LU Design Loads 0 -1 6 Q N Roof Live Load: 20.0 p.s.f. N m Floor Live Load: 65.0 p.s.f. z a o Wind Speed: 160 MPH M V LU > O Wind Importance Factor: 1.0 p Building Category: 11 �- Of LO Wind Exposure: B N CD Internal Pressure Coefficent: .18 LU M Structure Designed: Enclosed Soil bearing capacity: 2000 p.s.f. ''^^ VJ Conc. Beam - - - - - - - Porch -4- wp gfi 6068 S.G.D. Dining Room 0.00 Poured CBS Column Conc. Beam Existing Porch: 88 s.f. Partial Existing Floor & Elect. Plan scale: 1/4" = 1'-0" ELECTRICAL LEDGEND SURFACE MOUNTED LIGHT FIXTURE DUPLEX OUTLET �} SWITCH ALL 120V SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS THAT ARE NOT GFCI MUST BE AFCI. TAMPER PROOF RECEPTICALES MUST BE INSTALLED IN 120 VOLT, SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS 1 x 2 p.t. 24""o.c. see wall section for insulation type gyp. d.w. Typical 2 x 6 stud bearing wall 2 x 6 p.t. stud fastened to filled cell with 1/2"" dia. 6" long wedge bolt with 1/8" x 2" washer 6" from ends and 24"o.c. Ext. Frame Wall to C.B.S. Detail Wind Zones - Walls ~ CU U Q rr / W .� N 0 � I ��// LIB �— Z co CO-)O Q LLJ 0 i n CU co r T 0 � (� LL 0 U ai O > U � p LU O C -C -- i J � O O G- i o C) S. CD > co 00 O �J date revision 11/18/21 Window Details drawn s.l. checked s.l. date 9/2/21 scale as noted job n 21065 f� sheet _ A-1 RECEIVED REVISION REVIEWED FOR NOV3020"i j�jJ CODE COMPLIANCE St, Lucie County ST. LUCIE COUNTY Permitting BOCC Yr T