6512 Gall Blvd (6) - Laserfiche WebLink

Browse Search

PIII I I I I 10 I 9 I 8 1 7 I 6 1 5 I 4 1 3 1 2 I 1 A B C D E F G H PURPOSE OF REPAIR NOTE: THE FOLLOWING DETAILS AND SPECIFICATIONS SHALL CONSTITUTE A STRUCTURAL REPAIR OF THE EXISTING STRUCTURES WALL ELEMENTS CAUSED BY VEHICLE IMPACT. DETAILS AND SPECIFICATIONS PRESENTED IN THESE DRAWINGS SHALL INCLUDE NECESSARY REPAIR DETAILS AND SPECIFICATIONS TO RETURN THE EXISTING STRUCTURE TO A STATE AS WAS FOUND PRIOR TO THE DAMAGE. DETAILS AND SPECIFICATIONS ARE INTENDED TO REPAIR STRUCTURAL DAMAGE CAUSED BY THE A IMPACT AND ARE NOT INTENDED TO RETURN STRUCTURE TO 'LIKE NEW' CONDITION, PORTIONS OF THE STRUCTURE MAY BE REMOVED AND REPLACED WITH ALTERNATIVE MATERIALS. OUR INTENTION IS TO MAINTAIN THE INTEGRITY AND APPEARANCE OF THE ORIGINAL STRUCTURE WITH MINIMAL INTRUSION AND MODIFICATION TO THE REMAINING STRUCTURAL FRAMING. NOTE: MAIN WALL AND ROOF FRAMING AND FOUNDATION UPGRADES ARE EXCLUDED FROM THIS SCOPE OF WORK. WE ARE ASSUMING THE EXISTING STRUCTURE IS CAPABLE OF SUPPORTING THE CURRENT LOADING IMPOSED ON IT. v THE REMOVAL AND REPLACEMENT OF THE DAMAGED FRAMING AND SUBSEQUENT FINISHES FALLS BELOW THE STANDARD FEMA GUIDELINE AS REFERENCED IN FEMA SCHEDULES PUBLICATION 55 FOR SUBSTANTIAL IMPROVEMENT AND THEREFORE DOES NOT CONSTITUTE A NECESSARY UPGRADE OF THE EXISTING STRUCTURAL ELEMENTS OF SCALE: - AS BUILDING. ALL REPAIRS SHALL BE MADE IN ACCORDANCE WITH THE GUIDELINES AS SPECIFIED IN THE FLORIDA BUILDING CODE (CURRENT EDITION). WITH REVISIONS EXISTING BUILDINGS AND ALL APPLICABLE LOCAL CODES. THE ENGINEER SHALL BE IMMEDIATELY NOTIFIED. IN WRITING. OF ANY ITEMS ANY ITEMS FOUND TO BE DAMAGED OR IMPROPERLY REMOVED DURING THE BUILDING MODIFICATION. ALL TEMPORARY o a EXISTING ROOF JOISTS ---- SUPPORTING ELEMENTS SHALL BE EQUAL OR GREATER IN STRUCTURAL CAPACITY TO `®v TO REMAIN \� THE ITEM BEING REMOVED. O B RECONSTRUCTION NOTES: El I. CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD (EOR) OF DISCREPANCIES OR ANOMALIES FOUND IN THE FIELD. 2. REPAIR DAMAGED WALLS ACCORDING TO REPAIR DETAILS PROVIDED IN THESE PLANS. ALTERNATIVE METHODS WILL NOT BE APPROVED UNLESS AUTHORIZED BY TIE IN NEW MASONRY TO ADJACENT INTERIOR THE FOR IN WRITING PRIOR TO THE REPAIR BEING PERFOMRED. EXISTING FILLED CELLS OF UNDAMAGED MASONRY NO WORK EXISTING FRAMING --� ABOVE TO REMAIN UN AMAGNRY O ' �� REPAIR NOTES REMAIN :. NOTE: ALL DIMENSIONS SHALL i.. EXISTING 2 PLY LVL —FASTEN TRACK TO WOOD BE FIELD VERIFIED BY ALL (TOTAL WIDTH 3.5") BEAM WITH (2) #8 COATED O PROVIDE TEMPORARY SHORING OF ROOF FRAMING AND WALL ELEMENTS PRIOR TO . . REMOVAL AND INSTALLATION OF NEW WALL FRAMING. ALL SHORING INSTALLATION AND 2 TRADES WIT OUT EXCE PTIO WOOD SCREWS AT 8" C/C DESIGN SHALL BE BY OTHERS. FOR RESERVES THE RIGHT TO INSPECT SHORING MIN 2.25" EMBED PRIOR TO START OF REPAIR. INSUFFICIENT SHORING SHALL BE REMOVED AND SI00 ✓ REPLACED OR MODIFIED AS NECESSARY TO PROVIDE ADEQUATE SUPPORT AND I EXISTING STEEL BEAM. STABILITY DURING REPAIR. 3 PLYWOOD SHEATHING AND C 100 ::) j VERTICAL FRMAING OF MAIN REMOVE DAMAGED BLOCK WALL TO UNDERSIDE OF TIE BEAM. INSTALL NEW MASONRY % STRUCTURE TO REMAIN O WALL AND EPDXY ALL REINFORCING STEEL INTO SLAB BELOW. PROVIDE NEW STOREFRONT FRAMING AND INSTALL PER MFG SPECIFICATIONS NEW STOREFRONT—\ );• FRAMING I._. CHECKOUT II .... STATION ALL DAMAGED AND DETERIORATED MORTAR JOINTS SHALL BE NOTED AND MADE 600S162-33 C� Ib C/C VERT O KNOWN. IN WRITING. TO THE FOR FOR REPAIR AND/OR REPLACEMENT AS NECESSARY. ' q 600T162-33 TRACK TOP AND I • `{ EXISTING OR NEW FILLED - f:: ' BOTTOM CONNECT TO STUD \ CELL IN SILL COURSE L_ ` WITH (2) #10 PAN HEAD SDS BELOW STOREFRONT 3 FRAMING ) EACH SIDE, TYPICAL ` TIE IN NEW MASONRY TO ). ' \ / EXISTING FILLED CELLS OF t.. s 600TI500-33 ATTACHMENT TRACK. UNDAMAGED MASONRY �\ FASTEN TRACK TO PLYWOOD SHEATHING AND VERTICAL STUDS WITH (4) 1.5" LONG I_. 5 F. s100 \ 20 #12-14 HWH SDS 0 16" C/C. SCREW UNDAMAGED + \\ MASONRY TO STOREFRONT HEAD HT SHALL PENETRATE PLYWOOD INTO EACH VERTICAL METAL STUD. D REMAIN •10.00' (MOL) AFF. FIELD VERIFY ADD NEW I-#5 IN FULLY —� GROUTED CELLS AS SHOWN. f/ ❑ 600SI62-33 KICKER TO DECK Ccb 32" C/C. FILL TWO CELLS AT END TIE IN TO EXISTING / GLASS WALL 0 INTERIOR FASTENED --- � (EVERY OTHER VERT) CONNECT TO SHADING DENOTES AREA / TO TRACK. INSTALL PER MFG SPECS VERT WITH MIN (5) #10 PAN HEAD SIDS OF IMPACT DAMAGE REPAIR --- ADD WOOD FILLER AS NEEDED FOR ATTACHMENT. _ USE PT WOOD ONLY 3 NEW HEADER AND STOREFRONT ATTACHMENT REPAIR NOTES SCALE: 3A" - 1'-0" SCALE: - NEW STOREFRONT GLASS.—� E MATCH ADJACENT EXISTING PER OWNERS SPECS STOREFRONT SILL HT PRE -CAST CONCRETE----,, -03.50' (MOL) AFF, FIELD VERIFY SILL WITH MIN 35' SLOPE ~\ /—KO BLOCK WITH I-#5 CONS IN FILLED COURSE. PROVIDE STD #5 VERTICAL HOOK BAR TIED TO STUCCO BANDING----�ttow- EACH VERTICAL DOWEL. LAP 3/4" "V" REVEAL, 2" MIN 48 BARD. _ FRY-REGLET INTERIOR STEEL STUD FURRING 4" CHANNELS AND WALL L E INSULATION TO MATCH TO B U ? ' EXISTING, SEE PLAN FOR LOCATION 5/8" PAINTED STUCCO 1/2" GWB OVER MASONRY �\ IMPACT DAMAGE REPAIR AREA � F SCALE:" FINISHES TO MATCH EXISTING. EXIST 8" CMU WALL. SEE PLAN - EXISTING OR NEW FILLED ---- 12" LONG #5 BAR C� 24" C/C CELL, EPDXY NEW #5 r— PROVIDE NEW VERTICAL 5 0 32" INTO FILLED CELL j' VERT, EMBED 6" MIN C/C IF NONE FOUND OR IF EXISTING IS DAMAGED. 7 5/8"' EXISTING CMU ----=� NEW CMU WALL. FILL --DRILL 3/4" 0 X 6" DEEP HOLE. CELL W/ 1-#5 VERT BLOW OUT HOLE AND FILL WITH HALF CELL REPAIR SIMPSON EPDXY -TIE, OR EQUAL G IF CELL IS FULL. EPDXY \ — 12- LONG #5 BAR C� 24" C/C NEW #5 INTO FILLED CELL \ VERT, EMBED b" MIN ASPHALT APRON 7 5/8" NEW CMU WALL. FILL EXISTING CMU ----� 2 CELLS W/ 1-#5 IN EACH ___ EXISTING SLAB AND FOUNDATION H MASONRY DETAILS _ - L NEW SILL DETAIL 5 SCALE: 3" - 1'-0" SCALE: 3" - I'-0" o SCALE: 1.5" - -0- 1 10 I 9 I 8 I 7 1 6 I 5 I 4 I 3 I 2 1 1 1 FBC-APPROVED PRODUCTS LIST -OTHER * SEE ALSO SCHEDULES FOR ADDITIONAL INFORMATION (WHERE APPLICABLE) PRODUCT SUB CATEGORY MANUFACTURER ST. OF FLORIDA APPROVAL NO. WINDOWS EXTERIOR WINDOWS -STOREFRONTS KAWNEER FL7237-R3 RADIANT ZH IMPACT CG 12-016 C❑NNELLY GROUP CONSULTING ENGI NEERB ' 200 2nd Ave South - #465 St Petersburg, FL 33701 info®connsllyengineering.com (T)813. 232. 8448 (F)BOO.69B. 1945 0i WWW.connellyengineering.DDR, F8C 200IREV09. CHAPTER PROJECT { s 108.4.I PERMIT INTENT I i U H LL BE CONSTRUCTED TO BE A LICENSE TO PROCEED DATA WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE. CANCEL ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SMALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER DESIGNER E REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE EVERY PERMIT ISSUED SHALL BECOME INVALID CRC DRAWN BY JJC L.I,? f.l�rt UNLESS THE WORK AUTHORZED BY SUCH PERMIT IS COMMENCED WITHIN 51X MONTHS AFTER ITS IS SUANCE. OR IF THE WORK AUTHORIZED BY SUCH PERMIT IS SUSPENDED OR ABANDONED FOR A PERIOD OF SIX MONTHS AFTER THE TIME THE WORK IS COMMENCED. CHECKED CRC ,M. Yam• WE HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE BUILDING CODES SPECIFIED ON THE TITLE SHEET LcJ NORTH CV 0 M-7 0 M � J LL LL J J w MJ 0CIO W J Q - EJ = �. Q Q Q Q a N EL cr. UI W .o N DRAWING SETS PERMIT 01.25.12 PROFESSIONAL SEAL DATE SEALED: 25-UAN-1 2 r^ •v r �. y RI m_� " ��.gqCOO 'uno$11``�� '� " STRUCTURAL DETAILS sloo