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Home My WebLink AboutREVISION 9-19-18OFFICE USE ONLY: SCANNED DATE FILED: � REVISION FEE: A, F) PO P RECEIVE SEP 19 2018 ST, Wop COun€Yl rAM"Icsine LOCATION/SITE PERMIT# RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772) 462.1553 APPLICATION FOR BUILDING PERMIT DEFERRAL PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT REVISIONS: 4 CONTRACTOR INFORMATION: F'"ILE COPY STATE of FL REG./CERT. #: ST. LUCIE CO CERT. #: N BUSINESS NAME: QUALIFIERS NAME: OWNER/BUILDER INFORMATION: NAME ADDR CITY: PHONE (DAYTIME: ARCHITECT/ENGINEER INFORMATION: NAME: ETWIT"Erm CITY: PHONE (DAYTIME): SLCCC.• 9/23109 Revised 07/17118 STATE: FAX: FAX: Ell ZIP: t a. GENERAL NOTES I. THESE DRAWINGS WERE PREPARED WITH THE ASSUMPTION THE CONTRACTOR/OWNER BUILDER S KNOWLEDGEABLE OF COMMON CONSTRUCTION PRACTICES, 2. THE CONTRACTOR/OWNER-BUILDER SHALL REVIEW DRAWINGS FOR ACCURACY AND INTERPRETATION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS PRIOR TO CONSTRUCTION, J. THE FOUNDATION PLAN SHALL BE VERIFIED BY THE CONTRACTOR/OWNER-BUILDER TO CORRESPOND WITH THE FINAL ENGINEERED TRUSS LAYOUT. 4. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE. DO NOT SCALE DRAWINGS u FILE COPY CUT AND REMOVE EXISTING DAMAGED WEBS, BOTTOM CHORD, TOP CHORD, AND VERTICAL WEBS AS REQUIRED TYPICAL EXISTING TRUSS (PARTIAL VIEW) NOT TO SCALE INSTALL NEW 5/8" CDX PLYWOOD GUSSET ON EACH SIDE OF CUT SECTION OF TRUSS. WHERE NEW 2" X 4" MEMBERS HAVE BEEN INSTALLED ALONG DAMAGED AREAS ATTACH W/(2) 100 NAILS INTO ALL WEBS AND CHORDS WHERE GUSSET HAS POSITIVE CONTACT W/AT 3" O.C. MAX THRU. BOTH SIDES INSTALL NEW 21Ix4" NO. 2 SPF CHORDS/WEB AS REO'D THESE PLANS AND ALL PROPOSCO WOF§( ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORCI TO Cv"sPLY WITH ALL APPLICABLE CODES. 2'-0" (MINIMUM) TYPICAL TRUSS REPAIR (PARTIAL VIEW NOT TO SCALE CD t / g 0340 03 7� \ 0 3 a 31 ST, LUCIE COUNTY BUILDING ECEIVED REVIEWED FOR COMPLIANCE SEP 18 Z018 PLANS AN P RMIT MU E KEPT PN IOB SITE OR NO INSPECTIONS) WILL E MADE ST.tucieCoWkY Pent NOTE: THESE DRAWINGS HAVE BEEN DESIGNED TO THE BEST OF OUR KNOWLEDGE TO BE ACCURATE AND CORRECT, BASED ON THE VISIBLE FIELD CONDITIONS OBSERVED OR PRESENTED. ANY UNFORESEEN FIELD CONDITIONS DISCOVERED DURING DEMOLITION AND/OR CONSTRUCTION THAT MAY REQUIRE ADDITIONAL WORK OR REVISIONS TO THE PERMITTED DRAWINGS WILL BE ADDRESSED ACCORDINGLY AND CONSIDERED AS ADDITIONAL WORK. NO ADDITIONAL WORK'HQI I PF PERFDRMFD WITHOUT AN ESTIMATE FOR ADDITIONAL momwamI n Hlvu err r_P/BUILDER. TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, THE FOLLOWING PLANS COMPLY WITH ALL APPLICABLE REQUIREMENTS OF THE 2017 FLORIDA RESIDENTIAL BUILDING CODE 6TH EDITION AND LATEST ADOPTED SUPPLEMENTS GENERAL NOTES: WOOD 1. ALL FRAMING CONSTRUCTION WORKMANSHIP AND MATERIALS (INCLUDING TRUSSES) SHALL CONFORM WITH THE SPECIFICATIONS AND REQUIREMENTS OF THE REF:RENCES LISTED BELOW: "AMERICAN INSTITUTE OF TIGER CONSTRUCTION" THIRD EDITION 1985 "NATIONAL DESIGN SPECIFICRION FOR WOOD CONSTRUCTION "1991 AND SUPPLEMENT "U.S. PRODUCT STANDARD 5 1" OR APA PRP- 108 PERFORMANCE STANDARDS "MANUAL FOR FUSE FRAMING, WOOD CONSTRUCTION DATA NO. 1 "NATIONAL FOR:ST PRODUCTS ASSOCIATION. 2. ALL TRUSS BEAM AND COLLMN MEMBERS SHALL BE SPECIES AND GRADES OF LUMBER WHICH WILL PRODUCE DESIGN VALUES EQUAL TO OR GREATER THAN VALUES FOR SOUTHERN YELLOW PINE NO. 2, 19% MAX. M.C. 3. GALVANIZED METAL HANGER: AND FRAMING ANCHORS SHOWN ON THE PLANS SHALL BE USED ANC SHALL BE FASTENED IN ACCORDANCE WITH THE MANUFACTURERS SPECI'ICATIONS, SUBSTITUTIONS REQUIRE ENGINEER'S APPROVAL. 4, ANCHORING AND NAILING NG IDENTIFIED SHALL COMPLY WITH THE NAILINLG SCHEDULE GIVEN WTHIN "MANUAL FOR HOUSE FRAMING", AND 2Q17 FLORIDA BUILDING CODE 6TH EDITION. UM OF TWO STUDS S 5. A MINIMUM HALL BE INSTALLED ADJACENT TO ALL OPENINGS IN EXTERIOR AND LOAD BEARING WALLS AND BENEATH ALL BEAM & GIRDER BEARING POINTS. 6. TRUSSES SHALL BE SIZED AND DETAILED IN ACCORDANCE WITH THE DIMENSIONS AND LOADS INDICATED. 7. TRUSS SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED BY A FLORIDA LICENSED ENGINEER FOR REVIEW PRIOR TO FABRICATION. THE SPECIALTY ENGINEER SHALL SPECIFY BLOCKING AND BRACING N NECESSARY TO WITHSTAND WIND LOADS DETERMINED USING ASCE 7-10. 8. AS A MINIMUM, ROOF SHEATHING SHALL CONSIST OF 15/32 " (NOMINAL) APA SPAN RATED, EXPOSURE 1 PLYWOOD OR O.S.B., NAILED TO SUPPORT WITH 8d RING SHANK NAILS AT 6" O.C. ON EDGES, 6" O.C. IN FIELD 9. ALL EXTERIOR WALLS SHALL BE SHEATHED WITH 15/32" APA SPAN RATED, EXPOSURE 1 PLYWOOD OR O.S.B. THE SHEATHING SHALL BE ATTACHED TO FRAMING WITH 8d COMMON NAILS AT 4" O.C. ON EDGES, 6" OC IN FIELD 10. EXTERIOR AND INTERIOR LOAD BEARING WALLS SHALL BE FRAMED WITH 2X MEMBERS AT 16" O.C. MAX. SPACING FOR MAX. 8' HIGH PARTITIONS. FOR HEIGHTS ABOVE 8' REFER TO WALL SECTIONS. STUDS SHALL BE SPRUCE -PINE -FIR #2 OR SPECIES WITH EQUAL OR GREATER DESIGN VALUES. 11. ALL PRESSURE TREATED LUMBER SHALL BE SOUTHERN YELLOW PINE #2 19% MAX. M.C. IN ACCORDANCE WITH AWPA STANDARDS C1,C2 AND C9 LATEST EDITIONS, WITH A WATERBORNE PRESERVATIVE IN ACCORDANCE WITH STANDARD PS, ALL NAILS AND SCREWS SHALL BE STAINLESS STEEL OR GALVANIZED. 12. WHERE DRAWING INDICATES APPLIED EXTERIOR FINISH OVER APPROVED WATER BARRIER OVER WOOD FRAMING MEMBERS. OWNER IS RESPONSIBLE TO INSTALL ALL REQUIRED SEALANT, FLASHING, ETC. TO MAINTAIN WATER- PROOF INTEGRITY TO PREVENT MOISTURE INFILTRATION INTO STRUCTURE. OWNER IS RESPONSIBLE FOR PERIODIC MAINTENANCE AND UPKEEP OF EXTERIOR APPLIED FINISH TO MAINTAIN WATERPROOF INTEGRITY TO PREVENT DAMAGE TO INTERIOR COMPONENTS. 13. 1404.2 WATER -RESISTIVE BARRIER. EXTERIOR WALLS OF FRAME CONSTRUCTION RECEIVING A VENEER SHALL BE PROVIDED WITH A WATER -RESISTIVE BARRIER. THE WATER RESISTIVE BARRIER SHALL BE A MINIMUM OF ONE LAYER OF NO. 15 ASPHALT FELT, COMPLYING WITH ASTM D 226 FOR TYPE 1 FELT, SHALL BE ATTACHED TO THE SHEATHING, WITH FLASHING AS DESCRIBED IN SECTION 1405.3, IN SUCH A MANNER AS TO PROVIDE A CONTINUOUS WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR WALL VENEER. 1404.2.1 WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED TO LATH OVER FRAME CONSTRUCTION, MEASURES SHALL BE TAKEN TO PREVENT BONDING BETWEEN THE CEMENT PLASTER AND THE WATER -RESISTIVE BARRIER. A BOND BREAK SHALL BE PROVIDED BETWEEN THE WATER -RESISTIVE BARRIER AND THE CEMENT PLASTER (STUCCO) CONSISTING OF ONE OF THE FOLLOWING: GENERAL NOTES 1. THESE DRAWINGS WERE PREPARED WITH THE ASSUMPTION THE CONTRACTOR/OWNER-BUILDER IS KNOWLEDGEABLE OF COMMON CONSTRUCTION PRACTICES. 2. THE CONTRACTOR/OWNER-BUILDER SHALL REVIEW DRAWINGS FOR ACCURACY AND INTERPRETATION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS PRIOR TO CONSTRUCTION. 3. THE FOUNDATION PLAN SHALL BE VERIFIED BY THE CONTRACTOR/ OWNER -BUILDER TO CORRESPOND WITH THE FINAL ENGINEERED TRUSS LAYOUT. 4. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE - DO NOT SCALE DRAWINGS. 5. FLASHING SHALL BE PROVIDED PER FIELD CONDITONS. 6. MOISTURE PROTECTION SHALL BE PROVIDED BETWEEN ALL MASONARY AND NON PRESSURE TREATED WOOD SURFACES. 7. A 1/2" DIAMETER X 10" LONG MINIMUM WEDGE ANCHOR MAY BE USED IN LIEU OF 1/2" DIAMETER J-BOLTS. MINIMUM EMBEDMENT = 7" PER FLORIDA RESIDENTIAL BLDG CODE 8. ALL NAILS SHOWN SHALL BE CORROSION RESISTANT COMMON TYPE UNLESS NOTED OTHERWISE. 9. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE DRAWINGS AND SPECIFICATIONS LISTED. 10. THE GENERAL CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION SHOWN ON THE DRAWINGS. ANY QUESTIONS OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION TO THE ENGINEER BEFORE STARTING CONSTRUCTION. 11. THE STRUCTURE HAS BEEN DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE 6TH EDITION. 12. FDUNDATION AND SLAB ARE TO BE FORMED UPON SOIL WITH A MINIMUM SNFE BEARING CAPACITY OF 2000 PSF. 13. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO UNIFORMLY PROVIDE THE BEARING CAPACITY UNDER ALL FOUNDATIONS. 14. THE CONTRACTORS SHALL HIRE A GEOTECHNICAL ENGINEER TO RECOMMEND SOIL IMPROVEMENTS REQUIRED TO OBTAIN THE MINIMUM SAFE BEARING CAPACITY STATED ABOVE. 1. TWO LAYERS OF AN APPROVED WATER-RESISTANT BARRIER; OR 2. ONE LAYER OF AN APPROVED WATER-RESISTANT BARRIER OVER AN APPROVED PLASTIC HOUSE WRAP; OR 3. OTHER APPROVED METHODS OR MATERIALS APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. A CORROSION RESISTANT WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3 '1A INCHES SHALL BE PROVIDED AT OR BELOW THE FOUNDATION PLATE LINE ON ALL EXTERIOR STUD WALLS. THE SCREED MUST BE PLACED AT A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS AND SHALL BE OF A TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING. SCANNED St LuCs County ' 7 "+84 g 1 inli -REVISIONS- ISSUED: 9-13-16 AN*** *** *** U)o ro n 0, C N � N O � O OJ N n cl� J n - } " H O m Q N N U �O] .�i� J SK U Q W a -a wa ELu d I- LL L.LI 0 N O O O El 0 ID O O O U z v� EL Li 0 U z QD ) LLJ Q Wz LLJ LLJ z_ U z I�,J LLl I 0 LL_ Q N w o` Q � N7 LLJ Q LL w U N LL � - w QCL w s w LLJ I- ~ (f 0 w z I N _Lj 0 r w cr ! 1 J1 LLB h7 Lc) u ■ r U;LF Cl) EY LLJ to cl�LL_ Uati LLJ J_ QO W 3: w p N � o 0 z p r` - J = w LLJ � IL LL SHEET I OF 1 DRAWN BY- DANIEL FRECHETTE �3-03?