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Home My WebLink AboutRESTROOM RENOVATIONSPALL SAWCU EDGE SAWCUT DETAIL I�:If��YY1�Ce7K�i�i:[3n1�i i►liL��1 I" DEEP SAWCUT 4" MINIMUM REMOVAL BEHIND REBAR EXISTING REBAR, SEE SPALL REPAIR NOTE 4. FINISHED SURFACE TO MATCH EXISTING REPAIR MATERIAL DEEP SPALL REPAIR (REFER TO SPALL REPAIR NOTE 5.) SPALL REPAIR NOTES 1. DETAILS ARE APPLICABLE TO ALL ORIENTATIONS. 2. REPAIR AREA TO BE SAWCUT I" AROUND PERIMETER. SAWCUT LINE SHALL BE OUTSIDE OF DELETERIOUS CONCRETE BY 1/2" MINIMUM. PERIMETER TO BE BASICALLY RECTANGULAR AND KEPT AS SIMPLE AS POSSIBLE. 3. SAWCUTS CORNERS SHALL BE RIGHT ANGLE CUTS WITH NO FEATHER EDGING. 4. EXISTING REBAR SHALL BE CLEANED OF ALL CORROSION BYPRODUCT, SCALE, OIL, DIRT, ETC. PRIOR TO PLACING THE PATCH MATERIAL. SPLICE BAR SHALL BE USED WHEN: (1) EXISTING REBAR HAS LESS THAN THE REMAINING DIAMETER SHOWN IN THE BELOW TABLE FOR 1' OR MORE (COLUMN A); AND/OR (2) EXISTING REBAR HAS LESS THAN THE REMAINING DIAMETER SHOWN IN THE BELOW TABLE IN A CONCENTRATED AREA (COLUMN B). LENGTH OF SPLICE BAR SHALL EXTEND A MINIMUM OF ONE LAP LENGTH (SHOWN ON THIS SHEET) BEYOND THE POINT OF 100%SECTION REMAINING AT EACH END OF THE DETERIORATED REBAR. 5. A SHALLOW SPALL REPAIR SHALL BE USED WHEN SOUND CONCRETE IS REACHED PRIOR TO DEPTH PAST HALF THE DIAMETER OF THE TOP REINFORCEMENT LAYER, OR REMAINING REBAR DIAMETER IS BEYOND THAT LISTED IN NOTE 4. 6. THE MAXIMUM DEPTH OF CONCRETE REMOVAL SHALL BE 6INCHES. IF SOUND CONCRETE IS NOT REACHED AT 6 INCHES, THEN NOTIFY THE ENGINEER. THE CONTRACTOR MAY PERFORM SPALL REPAIR ON BOTH SIDES OF THE WALL AT THE SAME TIME, BUT DO NOT REMOVE CONCRETE ON THE OPPOSITE SIDE OF THE WALL THAT WOULD CAUSE THE M INIMUM THICKNESS OF REMAINING CONCRETE TO BE 8INCHES OR LESS. SCANNED BY St. Lucie County lr, EXISTING REBAR TO REMAIN REFER TO SPALL REPAIR NOTE 4. . - SPALL REPAIR MATERIAL FINISHED SURFACE TO �I I MATCH EXISTING II SHALLOW SPALL REPAIR (REFER TO SPALL REPAIR NOTE 5.) issue DArn: WALTON ROCKS BEACH - RESTROOM RENOVATION s-zo-zol9 6700 S OCEAN DRIVE �� JENSEN BEACH, FLORIDA vi CONCRETE REPAIR DETAIL & MATERIAL SPECIFICATIONS Undemater Engineering Services, Inc. 2030 f LINE OF ROOF OVERHAN5 EY5T b' CM) WALL DUST 3xIO RAFTERS e = 3W OL. NEK H15HIb G FA — RAFTER TO GM WALL DOST 3xIO RAFTERS G i 5e OL. ROOF FRAMING PLAN SCALE SAO = 1'-0' NOTES. 1. (H-) DENOT15 DE51fM MD FRE55MRE5 (09d) OL. LAt4' 'v P.T. BILK AS RERIIRED BY ODOR MANUFACTURER V4'0 TAPGONS INTO 6ROUIW W50MRY W 13/4' E EW TYR (MN OF 3 FASTENERS EA SIDE) V 0 DOOR BUCK ATTACHMENT DETAIL (MASONRY) DESIGN CRITERIA FIMPA BALDING CODE bth EDITION (20rM - E)U5TN6 BMUDIN6 F200F LOAM VEAD 20 PSF KTAL ROOF) w �a PSF DE516N CRITERIA PER ASCE 1-10 ULTIMATE FUND SPEW RE6CN *14-110 PFlt NOMHAL HIND SPEW REGION V(" W WIT Him BORt✓E DEBRIS REGION ENG.OSED STRICTURE EULDN6 H36Hf < 6 FT ROOF PITCH M2 RISK CATE60R1' II NIERIN_ PFB29ARE COEF. ! OJ3 > DF05M D FE16W 4 WORK COEFF. 1.41 NOTM NTS I. - ALL DOOR PERIPETEFS SHALL BE WATERTIGHT. PROVIDE AN MPUCABLE APPROVED HAT3&ROCP SEALW, N COAT FORE 1115TALIJMK BUCKS 4 N COAT AF(Ei2 BUCK INSTALLATION 2 THE MNINM STRUCTURAL FOOD BILK EMLL BE I UT TUCK PT. ATTALIED TO 6RO11ED WSOMRY OR CONCRETE W V4'm STANE56 STEEL TAPCC S AS SHOW 3. �T � SHALL B: 5TANF55 51®. TOTALLED N COHIMANCE HIM THE MMM COMP ENT • CLAOONG PREOMM PRF (AM) ZONE E FFLTIVE AREA (Sa FT) 0<10 1 11<20 21<50 51<100 1 +21 -42 +24 -M +2 -N Hq 33 2 +ZI 73 +24 bi +2 -GO +H si4 3 +21 -103 +24 -101 +2 -U H9 -85 4 +46 :T +44 -f8 A -Fi +34 � 5 Hb �i2 +44 38 +41 -53 r34 -48 '- 2 -SO -43 -45 -E 3 -62 33 33 BD IONS 5 5 HIININ A DISTANCE OF (a) = 4 Fr FROM WI DAF6 CORERS. SCOPE OF WORK I. SCOPE OF HOW 15 LA41TED TO THE FO LONN6, a REPLACE DETERIORATED RAFTER CONNECTIONS • CFU WALL b. RE111-AC.E EXTERIOR TOR DOW O STORAGE AREA AS PER FLAK STRUCTURAL NOTES I. SHALL ALL DIIBGIOMR N THE F®.D AND NOTIFY THE EN6PEEt OF ANY DISC.iEPANCE5 PRIOR O CO ION. PRIOR TO CONSTRICTION. IM 2 ALL COt57RO110N SNALLBE BRAG® MD SFIOR®BY THE CONTRACTOR A5 REAlIft07 TO SAFB.Y PHiFOR4 THE WORY 3. ALL DOOF5 AND HARDHARE KST BE DE 519W AND CEZnFED TO 14TSTAMD THE DESM FEND NOTED N THIS DOORBNT AID 5HALL BE IWALT RESISTANT OR PROTECTED NTH PPALT RESISTANT LOVM* WMAL AS REWRD BY THE EBDRIDA EII11DIN6 CODE 4 � it TIMBER ��p, 1. ALL NNL5 AW FETAL HN;VWM EXPOSED TO THE WATER 5FW1 EE 5TAULE5 STEEL ALL NVL55W41 BE COM<ON HIRE ORr"'- HNLS. SPALE NAILS N STRAPS 50 AS NOT TO SPLLT FOOD. F7O`'S 2 RAFTER TO CM HALL CONNECTION SHALL M V P5011 EIi5FB6, NOT DIPPED GALVANIZED OR STAIRF55 51E$. COAT ALL STRAPS W COW45M IMBITOR PRIOR TO WALIATON NORTH HIM HTSMb • EA RAFTER TO h CMl HALL W (4) V4'm x2 V4. 56 THMADED CONG AUGUR t (b) 011,D x1 Irz' 55 NAILS (SEE TU93ER NOTE 2) SCANNED BY EAST b'CMI HAIL St. Lucie County SECTION SCALE 62' = I'-0' JOB FLAME: WALTON ROCKS BEACH - RESTROOM RENOVATION 6700 S. OCEAN DRIVE JENSEN BEACH, FLORIDA TTE. ROOF FRAMING PLAN, DETAILS & ISSUE DATE: 5-1 0-1 9 JOB NO. 19-145 DRAWN BY: TR CHECKED BY: ML SHEET NO: S-1 OF 1 SHEETS FILE ropy :SAL: " This drawing and design as shown is the property of NIL Engineering, Inc. Reproduction and/or use of this drawing or any content therein, without express G consent or permission of this company is prohibited, may constitute on Infringe- ment, and may be subject to legal action MICLIAELALUE,!?.E.( by MIL Englneering, Inc.