The URL can be used to link to this page

Home My WebLink AboutGARAGE ROOF PLANRECEIVED SEP 2 S 2017 e BEACH AVE. r/7v SCANNED T.LL?C*r ^?_N'T`• nL7LDL�GDIVISION BY REVIE« `ED Ft) LL 'SCE REVIE ":'!: D St. LUCI@ County DATE ]PLANS .l •, PERMIT 31LST BE Y,-PT ON JOB GARAGE ROOF PL/�I�IVI,6 ECFIO>WILLBENfADE. I 5<V� ..!!w/zl�s''%� No. 82641 ,0 STATE OF (/4ij ZONAL Date: 9 - Z7- /7 General Notes 1..REPLACE DAMAGED BEAM WITH 3-PLY 2X8. BEAM -TO -LEDGER CONNECTION SHALL BE SIMPSON LUS28-3 OR EQUIVALENT. 2. REBUILD 2X4X16" O.C. BEARING WALLS. INSTALL 2-PLY 2X8 HEADERS ABOVE OPENINGS. REPLACE ALL DAMAGED WOOD. 3. REBUILD 2X4X16" O.C. INFILL WALLS. REPLACE ALL DAMAGED WOOD. SHEATH WITH APA RATED PANELS. 4. REPLACE ALL DAMAGED JOISTS. EDINNF69 WROMMTHERS. CO C A TIIESEP w- File Co py � ZZES BEACH AVE. GARAGE ROOF PLAN 0 I" No. 82641 4/ - STATE OF� Date: //-9—/7 General Notes REPAIR GARAGE STRUCTURE PER FLORIDA BUILDING CODE - EXISTING BUILDING, CHAPTER 6. EXTENT OF STRUCTURAL DAMAGE IS LESS THAN SUBSTANTIAL. ALL DAMAGED MEMBERS SHALL BE REPLACED SUCH THAT THE BUILDING IS RESTORED TO ITS PRE -DAMAGED CONDITION. RISK CATEGORY II SURFACE ROUGHNESS B EXPOSURE B DESIGN WIND SPEED = 150 MPH MAX ROOF UPLIFT AT EDGES (ASCE 7-10 CHAPTER 30) = 94 PSI 1. ALL DAMAGED ELEMENTS SHALL BE REPLACED WITH LIKE OR BETTER MATERIAL. 2. REPLACE DAMAGED 4X8 BEAM WITH 3-PLY 2X8. FACE NAIL THE PLIES TOP AND BOTTOM FROM BOTH SIDES (STAGGERED) WITH 16D COMMON 24" O.C. FACE NAIL EACH END WITH (3) 16D COMMON. BEAM TO LEDGER CONNECTION SHALL BE SIMPSON LUS28-3 OR EQUIVALENT. 3. ROOF COVERING DESIGN BY OTHERS. 4. EXISTING PLUMBING AND ELECTRICAL TO REMAIN. 1 COMMENT INCORP. 11/9/17 0 INITIAL 9/27/17 No. Revision/Issue Date r m W♦a RUSSELL B WILLISTON LICENSE NUMBER 82641 4484 NE OCEAN BLVD JENSEN BEACH, FL ft*tt aM Adit. 211 BEACH AVE PORT ST LUCIE, FL ftf-d Shut 1/4 8"=1'-0" . . LL ' ,. nnnr �.ir e-n irn nnnrrr Tines r.rrirni nv nTiirnr SECTION A -A EXIST. GARAGE ENDWALL WALL COVERING, UTILITY ROOM SIDE: NEW 1/2" DRYWALL � JS.V•''�1GENS�c '•..jam No. 82641 ' STATE OF /'SV/ONAL Date: /1-9-17 General Notes REPAIR GARAGE STRUCTURE PER FLORIDA BUILDING CODE - EXISTING BUILDING, CHAPTER 6. EXTENT OF STRUCTURAL DAMAGE IS LESS THAN SUBSTANTIAL. ALL DAMAGED MEMBERS SHALL BE REPLACED SUCH THAT THE BUILDING IS RESTORED TO ITS PRE -DAMAGED CONDITION. RISK CATEGORY II SURFACE ROUGHNESS B EXPOSURE B DESIGN WIND SPEED = 150 MPH MAX ROOF UPLIFT AT EDGES (ASCE 7-10 CHAPTER 30) = 94 PSI 1. ALL DAMAGED ELEMENTS SHALL BE REPLACED WITH LIKE OR BETTER MATERIAL. 2. ROOF SHEATHING (IF USED) SHALL BE NAILED EVERY 6" ALONG EACH DECK PLANK. 3. DECK PLANKS SHALL BE NAILED TO ROOF SUPPORTS USING (6) 16D COMMON NAILS FOR EVERY 6' OF PLANK LENGTH. PLANK BREAKS SHALL OCCUR OVER SUPPORTS. MIN DECK PLANK END BEARING IS 1.5". 4. 2-PLY HORIZ. MEMBERS SHALL BE NAILED EVERY 16" TOP AND BOTTOM WITH 16D COMMON NAILS. 5. ROOF COVERING DESIGN BY OTHERS. 0 INITIAL 11/9/17 No. Revision/Issue Date rirn Nea nM Aft. RUSSELL B WILLISTON LICENSE NUMBER 82641 4484 NE OCEAN BLVD JENSEN BEACH, FL rrelat Name"Afteu 211 BEACH AVE PORT ST LUCIE, FL vrnlnt sinhaeett / J / 4 L Date ele cAny swe 3/4"=1'-0' ' nnnr �.ir e ri l �nnrrrrinu nrrirr.i n.. .. r: �rnr SECTION B-B EXIST. UTILITY ENDWALL WALL COVERING, EXT.: LUMBER SHEATHING WALL COVERING, INT.: NEW 1/2" DRYWALL No.82641 -;30 STATE OF 40— - i lS •'0 Date: // — 9 — 17 General Notes REPAIR GARAGE STRUCTURE PER FLORIDA BUILDING CODE - EXISTING BUILDING, CHAPTER 6. EXTENT OF STRUCTURAL DAMAGE IS LESS THAN SUBSTANTIAL. ALL DAMAGED MEMBERS SHALL BE REPLACED SUCH THAT THE BUILDING IS RESTORED TO ITS PRE -DAMAGED CONDITION. RISK CATEGORY II SURFACE ROUGHNESS B EXPOSURE B DESIGN WIND SPEED = 150 MPH MAX ROOF UPLIFT AT EDGES (ASCE 7-10 CHAPTER 30) = 94 PSI 1. ALL DAMAGED ELEMENTS SHALL BE REPLACED WITH LIKE OR BETTER MATERIAL. 2. ROOF SHEATHING (IF USED) SHALL BE NAILED EVERY 6" ALONG EACH DECK PLANK. 3. DECK PLANKS SHALL BE NAILED TO ROOF SUPPORTS USING (6) 16D COMMON NAILS FOR EVERY 6' OF PLANK LENGTH. PLANK BREAKS SHALL OCCUR OVER SUPPORTS. MIN DECK PLANK END BEARING IS 1.5". 4. 2-PLY HORIZ. MEMBERS SHALL BE NAILED EVERY 16" TOP AND BOTTOM WITH 16D COMMON NAILS. S. ROOF COVERING DESIGN BY OTHERS. 0 INITIAL 11/9/17 No. Revision/Issue Date rim wuam uaw RUSSELL B WILLISTON LICENSE NUMBER 82641 4484 NE OCEAN BLVD JENSEN BEACH, FL wolmu w� 211 BEACH AVE PORT ST LUCIE, FL n*t st wn � 3/4"=1'-0" ?P / r t.ir A ri irn nnnTrr I^u nrrIrKl nv .. i irnr 72" (REF) SECTION C-C TYP, EXISTING INFILL WALL WALL COVERING, EXT.: T1-11 PANEL J5•.•'• L\CENSF''•. JO No.82641 ,0 STATE OF ((/Z Date: 11 ` 9 — General Notes REPAIR GARAGE STRUCTURE PER FLORIDA BUILDING CODE - EXISTING BUILDING, CHAPTER 6. EXTENT OF STRUCTURAL DAMAGE IS LESS THAN SUBSTANTIAL. ALL DAMAGED MEMBERS SHALL BE REPLACED SUCH THAT THE BUILDING IS RESTORED TO ITS PRE -DAMAGED CONDITION. RISK CATEGORY II SURFACE ROUGHNESS B EXPOSURE B DESIGN WIND SPEED =150 MPH MAX ROOF UPLIFT AT EDGES (ASCE 7-10 CHAPTER 30) = 94 PSI 1. ALL DAMAGED ELEMENTS SHALL BE REPLACED WITH LIKE OR BETTER MATERIAL. 2. ROOF SHEATHING (IF USED) SHALL BE NAILED EVERY 6" ALONG EACH DECK PLANK. 3. DECK PLANKS SHALL BE NAILED TO ROOF SUPPORTS USING (6) 16D COMMON NAILS FOR EVERY 6' OF PLANK LENGTH. PLANK BREAKS SHALL OCCUR OVER SUPPORTS. MIN DECK PLANK END BEARING IS 1.5". 4. 2-PLY HORIZ. MEMBERS SHALL BE NAILED EVERY 16" TOP AND BOTTOM WITH 16D COMMON NAILS. 5. ROOF COVERING DESIGN BY OTHERS. 0 INITIAL 11/9/17 No. Revision/Issue Date R NoemAAd . RUSSELL B WILLISTON LICENSE NUMBER 82641 4484 NE OCEAN BLVD JENSEN BEACH, FL ftjut Race roAAA.. 211 BEACH AVE PORT ST LUCIE, FL Rejwr sti.� 3/4"=V-0"