The URL can be used to link to this page

Home My WebLink AboutCovered Porch Enclosure DetailsRear 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 a minimum of 1 concrete cover. 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. GENERAL REQUIREMENTS 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. General contractor is to keep the site in a clean and safe state through out the course of construction. On building turnover, general contractor to clean all surfaces so as to be free of dust, grease, stains, scuffs, etc. 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, C1396, or C1658 and installed per FBC residential code. Per USG, Wallboard conforms to C1396. Gypsum Board & Gypsum Panel Products Gypsum board and gypsum panel products shall be applied at right angles or parallel to framing members. All edges and 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 weather or to water. Wall and ceiling gypsum board shall be fastened with screws 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 I" by 2" (25mm x 51 mm) nominal dimension shall be permitted to be used over solid backing or framing spaced not more than 24"o.c. (610mm) Stucco Finish Right Elevation scale: 1 /4"" = 1'-0" See Exterior Frame Wall to CBS Detail See Typical Wall Section for Exterior Finishes (2)2x6 Door Framing Detail At Exterior Wall scale: 1 /2' = V-0" STEP 1 Apply Horizontal Peel & Stick Fashing over Door Frame. Extend flashing Wood (fame back full width of framing Door Frame Secured to wood framing as per manufacturers recomen- dations TYVEK Building Wrap at wood frame locations STEP 2 Apply Vertical Peel & Stick Fashing over Door - Frame. Extend flashing back full width of framing c� Concrete Foundation Provide Sealant 6„ Under Threshold Frame Wall Door Flashin 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 Living Room 9'-8- New Frame Wall New Storage Room Existing Ceiling to Remain All existing electrical to remain New Frame Wall I o New I New 4""2500# 69 I Conc. Pad LO I � I �T I New I 2868 `fl o0 Existing 6068 S.G.D. to remain Dining Room New Partial Floor Plan scale: 1 /4" V-0" i to Beam See Existing Trusses Sections to remain R19 Batt Insulation Existing Exterior - Ceiling to remain 2x6stud Bottom of Beam Fur out the existing cone. beam and wrap with 1/2-drywall SP6 over top plate at each stud with (6) 10d x 1 1 /2" 6 at each stud (6) 10d x 1 1 /2 ' 1 /2"drywall on� Face of Studs x 6 p.t. sill plate Isten as per typ. all section R19 Batt Insulation 5 2" x 6" Formed 2500# concrete Curb _ continuous under New Framed Exterior walls Existing Conc, VooWallame Foundation —� Wood Base Existing Conc. Foundation — F.F.E. 0.00' -$-- — Existing 8 x 16 Conc. beam to remain 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 cone. beam (2) 2 x 6 Top Plate to Studs with (2) 16d P.T. Lumber at masonry 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 2 x 6 p.t. sill plate with SP6 with (6) 10d x 1 1 /2"at each stud _ (1) #3 rebar coot. in curb cs Existing Grade Provide a bonding adjent Drill & 7embed. to the existing contcrete dia. AT prior to placing new cone. into exiextend 24"o.c. wx washer and nut at plate Optional Curb Detail Use this detail if the distance between the wood framing and the grade can not be achieved. 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 —54 2 +65.0 —70.0 Jeld—Wen Impact Steel Opaque FL#: 11136.1 NA fastener at 4""from corners and 18.5""o.c. Use 3/16""Tapcon fastener with 1.25"embedment into concrete and #8 PFH wood screw with 1.5"embedment into framing grade Grade 5/8"dia. x 6"wedge bolts with 3"x 3x 1 /8" washers 24-o.c. Typical Wall Section scale: 3/4- = 1'-0"" Connector Notes: 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 cell with #5 8 x 1 CBS Wall Climatic & Geographic Design Criteria Project Data Weathering: Negligible Termite Area: Very Heavy Project Name: Lino Garcia ' V Flame Spread Index & Smoke Developed Index Street Address: 8604 Cobblestone Dr. City: Ft. Pierce Insulation Flame Spread: Not to exceed 25 County: St. Lucie Insulation Smoke Developed Index: Not to exceed 450 State: Florida N 00 Wall Finishes: Not greater than 200 W M Ceiling Finishes: Not greater than 200 Scope of Work z M Convert the Covered Porch u- to an Enclosed Storage Room cn Area Tabulation with Wood Framed Exterior Walls w a) Co Existing Porch: 88 s.f. Design Loads � � r- Q New Storage Room: 88 s.f, '— .... `J Roof Live Load: 20.0 p.s.f. Floor Live Load: 65.0 p.s.f. Z 0- Wind Speed: 160 MPH L- Building Data Wind Importance Factor: 1.0 �„� p > Building Category: II Occupancy Type: Group R —� Construction Type: V Wind Exposure: B uJ Cn Internal Pressure Coefficent: .18 Q� IX �t Number of Stories: One Structure Designed: Enclosed Soil bearing capacity: 2000 p.s.f. Building Code 0 2020 Florida Building Code: Residential 2020 Florida Building Code: Existing Buildings: Alteration Level II 2017 National Electric Code NFPA 70 Living Room 0.00 Conc. Beam Porch -4„ wp gfi 6068 S.G.D. Dining Room 30- 0.00 Poured CBS Column 0 I Conc. co Beam Existing Porch: 88 s.f. Partial Existing Floor & Elect. Plan scale: 1 /4- = 1'-0- COMPLIANCE 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 i l ODE 1 x 2 p.t. 24""o.c. wall section ''"u.raay" insulation type d.w. ypical 2 x 6 tud bearing tall 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 >` ,ram. ii�; 5 4 4 5 5 Wind Zones - Walls CU 2020 Florida Building Code: Residential 2020 Florida Building Code: Existing Buildings: Alteration Level II 2017 National Electric Code NFPA 70 Living Room 0.00 Conc. Beam Porch -4„ wp gfi 6068 S.G.D. Dining Room 30- 0.00 Poured CBS Column 0 I Conc. co Beam Existing Porch: 88 s.f. Partial Existing Floor & Elect. Plan scale: 1 /4- = 1'-0- COMPLIANCE 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 i l ODE 1 x 2 p.t. 24""o.c. wall section ''"u.raay" insulation type d.w. ypical 2 x 6 tud bearing tall 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 >` ,ram. ii�; 5 4 4 5 5 Wind Zones - Walls CU _OF- > < CU U LLJ r- up / O Z 3� UJ 01-11 00 r T T +J U Q L n L � .� (n V N O i- > V co l0 l.Ll O N s .�_ .° i J N N o L: -0 0 -� CU qzzr cc > O L.J drawn s.l. 5 checked s.l. date 0 9/2/21 scale as noted job number 21065 sheet A-1 RECENED st. LUCie County Permitting \0U-C�