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Home My WebLink AboutREVISIONOFFICE USE ONLY: DATE FILED:l�' REVISION FEE: PERMIT # O RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION S(N LO 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.56 St LU(',�ON110% (772) 462.1553R EN 19 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ^ ADDRESS: //✓) DETAILED DESCRIPTION OF PROJECT REVISIONS: l CONTRACTOR INFORMATION: STATE of FL REG./CI BUSINESS NAME: QUALIFIERS NAME CITY: dkr4nAe PHONE (DAYTIME): G66 (3 1 J;73S ST. LUCIE CO CERT. #: OWNER/BUILDER INFORMATION: NAME: CITY: PHONE (DAYTIME: STATE: ARCHITECT/ENGINEER INFORMATION: NAME: CITY: _ STATE: PHONE (DAYTIME): SLCCC: 943109 Revised 041130117 ZIP: FAX: , r,.. t ZIP: FAX: —_ _ _.. roa SEP 6 2018 Permitting Department TYPICAL NOTES; SCALE I/4" = I'- I. Contractor to verify ALL notes and dimensions prior to proceeding with work. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. 3. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. S. ALL wood in contact with concrete shall be pressure treated. 6. ALL wall dimensions are nominal and not finished wall or stud dimensions. WALL SYMBOL LEGEND = 2" x 4" stud walls - see sections. = 2" x 6" stud walls - see sections. SCOFF OF UJO K: Enclose exist. carport to create new garage Strap stud to top plate using Simpson SPL (3) 2" x L" Top plate " �� Strap truss over plate to header using LSTAIB at 24" o.c. with (14) IOd nails o each strap l3> 2" x 12" header v sip Provide Simpson LSTA 18 u as shown a a 0 W L a 2" X L" studs a m co La gg studs together using 3/e" dia, x 4.5" lag screws recess head as needed ADD Simpson HTT5 Strap ro - with 5/8" dia. threaded rod set in predrilled clean hole filled with epoxy and (24) IOd x 1 1/2" nails in each strap supporting max 4,350 lbs. max uplift 2" x L" PT Bottom ��- Existing slab and footing to remain Garage Door strappinDetall Scale: 1/2" Provide new 18"w x18"d concrete monolithic footing with (2) #5 bars bottom steel. Tie bottom steel to transverse bars set in epoxy. 1✓2" Recess in slab FOUNDATION NOTES: I. Any changes to plans must be submitted to the architect for approval prior to proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions prior to start of construction. 3. ALL Concrete used for slabs shall be 3,000 PSI concrete min., and ALL Concrete used for vertical filled cells, continuous. tie beams etc.. shall be 3,000 P.S.I. concrete and/or 4 000 P.S.I. grout mix min. 4. Soil bearing capacity assumed to be 256O psf and stable. This shall be confirmed in writing by soil testing report done bg others rior to the start of any construction S. Verify all recess thickness at shower floors, all floor finishes as selected bg owner, door sills d thresholds prior to placing any slabs. L. ALL Reinforcing steel shall be grade 40, meeting ASTM A —IL and A-35 specifications. ALL Anchors to be A-301 steel. 1. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. ExistinXga Roofing To 1Ci Existing Footing and slab to remain. III IIII=IIII IIII Set new steel 3" 6" min. in epoxy embedment FOOTING REPAIR DETAIL SCALE 1/2" = 1'-0" Min. (3) studs at - each side of opening 2" x L" Buck w/ / 1/2" dia. lag bolts with 4" min, embedment at 18" o.c. L" from each corner top, sides, and bottom overhead door track secured to wood ,Jamb per manufacturers spec's Csarage Door Jamb Detail at Frame Wall SEE PRODUCT APPROVAL FOR GARAGE NTS MANUFACTURERS TRACK INSTALLATION INSTRUCTIONS Existing straps to remain Existing wood beam — Existing fascia to room — Existing Soffit To Remain repair as needed Install 1 i'," Hardi-Plank Siding face nailed thru plank overlap using the following nails: Head dia - 0.22" Shank dia 0.09" Nail Length: 2y2" long at IL" o.c. with a maximum pressure of -84.3 pef Per FL# 13192.2 over house wrap or 151b felt on 11/32" COX plywood nailed to studs using IOd ring shank nails at L" o.c. at edges and 12" ox. in field to studs at IL" o.c. Provide new 4"w x L"fi concrete curb with (1) #4 bar cont. Termite shield------. Dowel #4 bar x 10" long min. 4" into existfooting and set _ epoxy at 24" o.c. Grade Electrical Symbol Legend S Single Pole Switch Ss Double Pole Switch e Push Button Switch eee Duplex Outlet Waterproof, ground fault Interrupter Wall Mounted Light JxEcki SEP 6 2018 Permi'ling P Sty---=� Pa.rtmer►tl 2" long L" into set in Hilti HIT (or equal) at 18" o.c. onnection and settlement x18"d concrete with (2) #5 bars e bottom steel to let in epoxy. it detail g steel into un. L" and act in epoxy (or equal) ALL WINDOW AND DOOR OPENINGS SHALL BE PROTECTED WITH WALL SEALANT PRIOR TO PROPER INSTALLATION Door Schedule Mark I Size Door Description A 10'-0" x 8'-O" GARAGE DOOR B 3'-0" x 8'-0"1 SOLID CORE WOOD ALL exterior doors including garage doors to withstand pressures stated in permit information box on these plans. - verify all masonry/rough opening sizes prior to ordering windows. - See product approval chart on these plans for exterior door manufacturer information (including garage door) Provide one exit door (swing type) that is 3'-0" wide minimum and one emergency escape door (not shuttered). If escape door has glazing then it must be impact resistant and shall NOT be thru garage. This may be the same door if it meets both criteria listed above. Window Schedule Mark I Size (wxl) Window Description I. 3'-I" x 3'-2" 1 SINGLE HUNG ALL Windows to be white ESP aluminum windows with tint. Provide muntin's and structural mullions per elevations. See product approval chart for window manufacturer information. ALL windows to withstand Pressures stated in Permit Information Box on these plans. ALL windows in bathrooms to be tempered ALL windows within 18" of finished floor to be tempered unless Impact rated. verify a(I masonry/rough opening sizes prior to ordering windows. ST. LUCIr COI N, Bill DI,-r ; "G REVIEWED FOR Co NC ✓ REVIEWED BY DATE PLANS AN'D P R ! ST BE KEPT O V JOB G;<`� aSPECfIOS WILL BE \LADE. ;ONCEALED FASTENERS OR ATTACHMENT:. ARE THE RESPONSIBIUTY OF THE CONTRACTOR OF RECORD THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BYfIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. Existin Roofing To Remain New drop -down gable truss strapped \ EXISTING TRUSSES to existing 2x with H2.5A twist \�I TO REMAIN strap with (10) 8d nails WITH ANY APPROVED PRODUCT Existing Soffit To Remain STING TRUSSES '0 REMAIN Field Verify Existing Beam repair as needed Install l%,i" Hardi-Plank Siding face nailed thru plank overlap using the Following nails: Head die 0.22" Shank dia = 0.09" — Nail Length: V2" long at IL" o.c. with a maximum pressure of -84.3 psf Per FL# 13192.2 over house wrap or 151b felt on 19/32" CDX plywood nailed to studs using IOd ring shank nails at L" o.c. at edges and 12" o.c. in field to studs at 16" o.c. Provide smpson LSTAIB See Garage Door Strapping Detail (on hia sheet) Attach 2" x L" plate to existing beam using #12 x 3.25" screws at 12" o.c. Attach plates together using #12 x 3.25" screws at 12" o.c. w C) u1 2" x 4" SYP #2 PT studs et IL" o.c. Install one row of blocking at midspan of stud 2" x 4" PT bottom plate with 1/2" dia x L" expansion anchors and I" washers at 32" o.c. max. Provide Simpson SP4 strap at each stud to plate connection Slab and Footing IIII; I —I I I I1 l lI1 1- IALL NEW — = —IIII IIII—IIII IIII-IIII SYP #2 PTUMBER TO BE A TYPICAL SECTION 2" Scale : 1/2" = 1'-0" See Door Schedule (on this sheet) See Footing Repair Detail (on this sheet) —� 1 1/2" Recess in slab, Remove Existing Beam 8/30/L6 Attach door per detail on this sheet Existing Slab footing to re Section at Garage I SGBY� �t �II�.Ip:�lrrr►lF U_ Q� i7- Q w to ft III)QLnOD 10 �l C NN V C OD OD E �(- 4) ODco� I �NN w RaV6ci m t M ++ r— r- s 4)Wrr� 4J .. 1M `�� E Q IL File COPY_ of Doors Scale : 1/2" = 1' on Sheet 2, Comm 18-112