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631 BEACH RES18-0076CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach, Florida 32233 REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS Date 1 Revision to Issued Permit 1.✓ Corrections to Comments_ Permit # R t13 Project Address K3 i A Y e Contractor/ Contact Name Phone Email6&\4L-'1bVy,\ Description of Proposed Revision / Corrections: Permit Fee Due $ Additional Increase in Building Value $ Additional S.F. By signii4g below, of T (printed name) affirm the Revision is inclusive of the proposed changes. Y/'� I// g 'Agent (Contractor must sign if increase in valuation) Daie (Office Use Only) Approved— Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: Building Planning &.Zoning Tree Administrator Public Works Public Utilities Public Safety Fire Services Reviewed By i Date DESIGN SPECIFICATIONS GENERAL NOTES Et CONSTRUCTION SPECIFICATIONS DESIGN CODE: TRIBUTARY AREA (sf) INTERIOR EDGE STRIP (PSF): ZONE (PSF) 'a' = 4'-6" 2017 FLORIDA BUILDING CODE - RESIDENTIAL +30.2 -32.9 +30.2 -40.5 50 +27.1 -29.6 DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. � DESIGN LOADS: ACTUAL AND UNIFORM ROOF FLOOR ROOF LOADING (cd=1.25) (cd=1.00) TOP CHORD LIVE LOAD 20 psf 40 psf TOP CHORD DEAD LOAD 7 sf (ARCH SHINGLES) 10 psf COMPONENTS & CLADDING ALLOWABLE DESIGN PRESSURES TRIBUTARY AREA (sf) INTERIOR EDGE STRIP (PSF): ZONE (PSF) 'a' = 4'-6" 10 +30.2 -32.9 +30.2 -40.5 50 +27.1 -29.6 +27.1 -34.2 100 +25.7 -28.2 +25.7 -31.2 ROOF SHEATHING SPECIFICATIONS: SHINGLE- MIN. 7/16 ", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). WALL SHEATHING SPECIFICATIONS: FLEXIBLE FINISH -MIN. 7/jr,", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, FASTENED w/ 8d © 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING MAY BE INSTALLED HORIZONTALLY OR VERTICALLY. FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. STUCCO FINISH. -MIN. 7/16", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, FASTENED w/ 8d © 6" O.C. EDGE AND 6" O.C. FIELD. INSTALL SHEATHING WITH THE LONG DIMENSION PERPENDICULAR TO THE WALL. STUDS CONCRETE SPECIFICATIONS: TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 10 psf ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI BOTTOM CHORD LIVE LOAD 10 psf 0 psf THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). TSE AT 28 DAYS CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. BOTTOM CHORD DEAD LOAD 5 psf 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTIO GENERAL NOTES: DEFLECTION CRITERIA: SHALL BE PERMITTED FOOTING AND FOUNDATIONS: ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD AD L COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BO FH FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING DESIGN MAXIMUM OF 2000 PSF. A SOILS INVESTIGATION REPORT IS FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 ( ) POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. RECOMMENDED TO VERIFY SUITABLE SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF WIND LOADING: ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A 0 LINEAR INTERPOLATION IS PERMISSIBLE. MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS 0 PLUS = PRESSURE AND MINUS = SUCTION. LOCATION FROM THE FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED 0 DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE BY 0.75 WHEN COMBINED w/ DEAD LOAD. RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 BASIC WIND SPEED (ASCE 7-10) -------------- 130 MPH THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. © 48" O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH IMPORTANCE FACTOR - - - - - - - - - - - - - - - - - - - - - - 1.00 ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS MEAN ROOF HEIGHT ----------------------- EXISTING CONCRETE SLABS ON GRADE: ROOF PITCH - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXISTING f�-" a SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR BUILDING CATEGORY ----------------------- II _ a PREVENTION OF SUBTERRANEAN TERMITES. EXPOSURE CATEGORY - - - - - - - - - - - - - - - - - - - - - - D I SAWCUTS: FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'x12' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE ENCLOSURE CLASSIFICATION -----------------ENCLOSED �4 DENOTES EDGE STRIP. METHODS. INTERNAL PRESSURE COEFFICIENT -------------- ± .18 o i--- SEE C & C CHART WOOD FRAMING SPECIFICATIONS: I ABOVE FOR 'a' DIMENSION ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT MATERIAL SPECIFICATIONS WITH MASONRY, CONCRETE OR SOIL SHALL BE PRESSURE -TREATED. IF, ACQ OR NON -DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA i a ' _--j ° PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. -- a a ROOF COVERING SPECIFICATIONS: HARDWARE AND ANCHORS:a ; o THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGLES SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH l---- -__j MANUFACTURER'S REQUIREMENTS. CLAY AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM ASTM A 307 OR ASTM F 1554 GRADE 36. [NOT ACTUAL PLAN] 7r a 7r 7r a 7 METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). METAL FLASHING AND VALLEY MATERIALS. NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO WATERPROOFING: EXTERIOR SHALL BE GALVANIZED. SCOPE OF SERVICE THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. RETROFIT REBAR ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/4" PRE-ENGINEERED MISCELLANEOUS STRUCTURES: ANY EYEBROW, CANOPY, ALUMINUM COMPONENT OR ANY OTHER BUILDING APPENDAGES NOT SPECIFICALLY DETAILED HEREIN SHALL BE DESIGNED BY OTHERS AT THE EXPENSE OF THE CONTRACTOR. CONTRACTOR LARGER THAN REBAR SIX AND 1/8" LARGER THAN THREADED ROD SIZE. MEANS AND METHODS: SHALL SUBMIT SHOP DRAWINGS OF MISCELLANEOUS ATTACHED STRUCTURES TO THE MAIN STRUCTURE INDICATING CONNECTION POINTS, REACTIONS AND FASTENER REQUIREMENTS PRIOR TO FABRICATION OF (U.0.N.) THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE MISCELLANEOUS STRUCTURE AND PRIOR TO CONSTRUCTION OF MAIN STRUCTURE. CONTRACTOR SHALL COORDINATE LOADING REQUIREMENTS WITH ANY OTHER PRE-ENGINEERED COMPONENT SUCH AS ROOF FLOOR ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS FCR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR AND ROOF TRUSS ENGINEERING. (DUAL CARTRIDGE INSTALLATION ONLY): SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY EPDXY: ITW RED HEAD A7 0 HER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. DC CUMENTS. WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC LIMITED TO THE FOLLOWING: NEW OPENING IN EXISTING WALL FOR NEW MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi GARAGE DOOR FRAMING. ITEMS NOT DESIGNED PRE-ENGINEERED WOOD FL )OR A D ROOF TRUSSES, FLOOR FRAMING NOT SPECIFICALLY ADDRESSED, TRUSS -TO -TRUSS CONNECTION, AND ANY ARCHITECTURAL, MECHANICAL 0'R ELECTRICAL SYSTEM. �allo C DO'S�O SIGN SIMPSON CONNECTORS WOOD FASTENING SCHEDULE PLAN LEGEND AND ABBREVIATIONS UPLIFT MEMBERS CONNECTION FASTE ER INTERIOR LOAD BEARING WALL CONNECTOR SYP SPF FASTENERS FL CODE TYPE ® BUILT-UP POST IN THE WALL TOP PLATE TO TOP PLATE FACE NAIL 2 -GUN NAILS 12" STAG. GABLE X -BRACE A35 450 450 12-8dx11/2 " 10 46.4 TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3 -GUN NAILS HEADER SIZE, JACK AND KING STUD H2.5T 600 520 5-8d EA. END 11 78.3DESIGNATES SHEARWALL. THE H6-1 /2 QUANTITY. DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3 -GU NAILS H8 620 530 5-10dx11/2" EA. END 11-70.3 _________ HIDDEN LINE DESIGNATES SIDE OF RIM JOIST TO TOP PLATE TOE NAIL (8d © 6") GU I NAIL © 6" SW WALL THE SHEARWALL SHEATHING MTS12 1000 860 7-10dx11/2" EA. END 10 56.3 NAILING: TO BE APPLIED. 8d ® 3/6 HTS20 1450 1245 24-10dx11/" EA. END 13 72.3 CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5 -GUN NAILS -8d@3"/6" DESIGNATES 8d COMMONS © 3" O.C. EDGE & 6" O.C. "IN THE MSTA24 1765 1270 9-10d EA. END 13 72.4 CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4 -GU NAILS FIELD" CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8 -GU � NAILS MSTA36 2050 1870 13-10d EA. END 13 72.8 ADJ - ADJACENT LG - Long JOIST TRUSS TO PLATE TOE NAIL (2-16d 3 -GU NAILS 18-16d TO TRUSS/BEAM / ) BM - BEAM MANUF - Manufacture HTT4 3480 3080 11 96.2 RAFTER TO PLATE TOE NAIL (3-8d 3 -GUN NAILS BOT - BOTTOM MONO - Monolithic 1-5/8"� ROD TO FTG. ) BRIG - BEARING OC - On Center 32-16d TO TRUSS/BEAM JACK RAFTER TO HIP TOE NAIL (3-10d) 4 -GU � NAILS CMU - CONCRETE MASONRY UNIT OSB - Oriented Strand Board O HTT5 5250 4670 1-5/8"� ROD TO FTG. 11-96.2 ROOF RAFTER TO 2x_ RIDGE BM. TOE NAIL (2-16d 3 -GUN NAILS DBL - DOUBLE PERP - Perpendicular DIA - DIAMETER PRE ENG - Pre Engineered A0 6-10d TO HEADER CONT. HEADER, TWO PIECES FACE NAIL 16d© 16" O.C. a EDGE EA - EACH PSF - Pounds per Square Foot LUS28 930 780 10 55.113 EE - EACH END PSI - Pounds per Square Inch 4-10d TO JOIST CONT. HEADER TO STUD TOE NAIL (3-16d) 4 -GUS NAILS EOR - ENGINEER OF RECORD PT- PRESSURE TREATED a 14-16d TO HEADER STUD TO SOLE PLATE TOE NAIL 3-16d 4 -GUS NAILS EQ - EQUAL QT - Quick Tie HU410 905 785 10 31.36 ( ) EXT - EXTERIOR REINF - Reinforce 6-16d TO JOIST SOLE PLATE TO JOIST/BLOCKING FACE NAIL (16d © 16") GUN NAIL ® 8" FBC - FLORIDA BUILDING CODE SF - Square Foot ABU44 2200 5/8"0 ROD w/ 12-16d 10 349.6 FDN - FOUNDATION SPF -Spruce Pine Fur FT - FOOT SYP - Southern Yellow Pine ABU66 2300 5/8"0 ROD w/ 12-16d 10 49.6 NAIL SPECIFICATIONS FTG - FOOTING THRU - Through SET N/A N/A SIMPSON EPDXY-TIE 11 06.4 3"x0.131 "4 = GUN NAILS 2"x0.113"O = RINK SHANK HDR- HEADER TYP - Typical 2"x0.113"O = 6d 21/2 "x0.131 "0 = 8d HORIZ - HORIZONTAL UON - Unless Otherwise Noted 10-16d TO STUD/BEAM/POST LBS - POUNDS VERT - Vertical LTT20B 1675 1675 1 11 96.3 3 xO.148'O = 10d 31/2"4.162"0 = 16d WWF - Welded Wire Fabric 1- /2 0 ROD TO FTG. 1 1/2 "x0.148"O = 10dx11/2 " 11/2 "x0.131 "O = 8dx11/2 " LSTA12 805 695 10-10d 13f72.5 CS16 1705 1705 13-8d 10152.1 LVU L UII(I,{u d1lu Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 NN P. /6 -„ 00 IN/ Na, 5 00 r � STATE OF W R, ,r Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. F_ W U J LL z LLJ 1 = OQQ V) =w m z � pmQ =�Q DESIGN CRITERIA AND GENERAL NOTES DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION 15 UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THF EO.K r --PLAN NAME RESIDENCE DESIGN/DRAWN/CHECKED JMD / MJK /LAP DATE 08.31.18 SCALE AS NOTED LPA No. CONTROL No. SHEET SO.0 SHEET 1 OF 3 EXISTING FOOTING TO REMAIN _��I —01) NEW C.I.P. CONC.� CURB SEE 2A/S2.0 XISTI TO GE XISTING STEMWALL TO BE REMOVED (TYP) FOUNDATI1 SCALE: 1/4" = 1'-0" -- I _ c J 3' -0"x4' -0"x12" DEEP CONC. FOOTING w/ #4 EA. WAY TOP BOT. @ 8" O.C. SEE 2B/S2.0 N PLAN ter-" ISTING STEMWALL REMAIN (TYP) & \_NEW C.I.P. CONC. CURB SEE 2A/S2.0 0 SIMPSON STRONG -WALL WOOD SHEARWALL WSW18x7-78 4 EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. VV L/lJv JI IL/ -I, F\VV/-1L WSW12x7-78 WSW18x7-78 S2.0 A� cF WALL FRAMING PLAN A` SCALE: 1/4" = 1'-0" Lou Pontigo and Associates, Inc. 420 Osceola Avenue )ax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 R ......... . \C E Ns� No. STATE F �O N . Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE Q1 FOUNDATION REVISION 08.31.1 FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. w � U w LLJ > _ DQ Q W= w m � LJ Q U Z m � pm Q I Q FOUNDATION & WALL FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION'S UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME RESIDENCE DESIGN/DRAWN/CH ECKED JMD / MJK /LAP DAIE 08.31.18 SCALE AS NOTED LPA No. CONTROL No. SHEET S1.0 SHEET 2 OF 3 cc w N O cc w cc w t EXISTING FRAMING TO REMAIN (2)CS16 d ° d d d. p p �1 DETAIL S2.0 SCALE: 3/4" = 1'-0" SIMPSON STRONG WALL WALL SHEATHING \\'G'i�i d � \ a \ p p �a BOLT ASSEMBLY SEE DETAIL RIGHT 8" WIDE -CONC. CURB SEE NOTE BELOW SLAB ON GRADE, - SEE PLAN. EXISTING CMU BLOCK TO BE REMOVED AND REPLACED w/ C.I.P. CURB SHOWN a. 3—#3 VERTICAL DRILLED AND EPDXIED 9" INTO SECTION 2A EXISTING FOOTING EXISTING FOOTING TO REMAIN 7/a" BOLT DRILLED THRU EXISTING FOOTING. PROVIDE '/2"x5%5" A36 S.S. PLATE AT BOT. AND COVER w/ CONC. AFTER INSTALLATION �2 PLAN VIEW OF FOUNDATION REPAIRS S2.0) SCALE: 3/4" = 1'-0" ) U u - w >= Z (3) 3Y/„ Ln =� m � FASTENMASTER Q U Z TRUSSLOK WOOD Oma COMMON SCREW @ 24" ?N @ 12" O.C. OC FASTEN NEW TO ) Q EA. SIDE (2)12" OR SMALLER GREATER THAN (2)12" LVL LVL EXISTING DOUBLE TOP Al ) PLATE w/ (2)CS16 ) ' ) NEW (2)11.25" LVL NI W (2)11.25" LVLL U ) I I \\—EXISTING 1 1[ ) FASTEN NEW TO FASTEN SIMPSON STRONG ]L CS16 @ 32" O.C. OUBLE TOP WALL TO HEADER PER j PLATE w (2)CS16 MANUFACTURERS SPECS ) FOR PORTAL FRAME KIT. ) (TYP) ) ) ) ) SIMPSON SIMPSON SIMPSON WSW18x7 78 WSW12x7-78 WSW18x7-78 ) O I i� SEE SIMPSON ) ) INSTALLATION DOCS ) FOR EXACT ANCHOR ) SPACING (TYP) j :: EXISTING STEMWALL 2B EXISTING STEMWALL 2A ) •• #3 TIES @ 3" TO BE REMOVED S2.0 #3 TIES @ 3" TO BE REMOVED 52.0 •• :' ) O. C. TYP O. C. (TYP) .. ) A — --- — ---- a 12" DEEP x 2'-0" WIDE CONC. FOOTING j I i d a EXTENSION w/ #4 TOP & BOT. @ 8" O.C. ) E.W. DRILL AND EPDXY INTO EXISTING i 4 p d d Q FOOTING 6 MIN. (TYP. 2—PLACES) ) .p d. d d a p. d ti d Q d ° d p d 21 EXISTING CONC.° a d d d p' d d e _ p dp� . _ ° d .d..p pd 1 G d °d / d p ° d Q a p d d d a p d Q.. ) p p Q ) ° 3—#3 VERTICALEXISTING FOOTING #4 REBAR 2—#3 VERTICALS 7/8" BOLT DRILLED THRU EXISTING FOOTING. ) DRILLED EPDXIED TO REMAIN @ 8 O.C. EA. w/ 9" HOOK INTO PROVIDE '/2"x5"x5" A36 S.S. PLATE AT ) 9" 9 EXISTING F INTO OTING WAY TOP & BOT. FOUNDATION BOT. AND COVER w CONC. AFTER ) INSTALLATION (TYP (9 WING WALLS) SIMPSON STRONG WALL WALL SHEATHING \\'G'i�i d � \ a \ p p �a BOLT ASSEMBLY SEE DETAIL RIGHT 8" WIDE -CONC. CURB SEE NOTE BELOW SLAB ON GRADE, - SEE PLAN. EXISTING CMU BLOCK TO BE REMOVED AND REPLACED w/ C.I.P. CURB SHOWN a. 3—#3 VERTICAL DRILLED AND EPDXIED 9" INTO SECTION 2A EXISTING FOOTING EXISTING FOOTING TO REMAIN 7/a" BOLT DRILLED THRU EXISTING FOOTING. PROVIDE '/2"x5%5" A36 S.S. PLATE AT BOT. AND COVER w/ CONC. AFTER INSTALLATION �2 PLAN VIEW OF FOUNDATION REPAIRS S2.0) SCALE: 3/4" = 1'-0" ri ri (3) 5" FASTENMASTER TRUSSLOK WOOD SCREW @ 16" OC (3)PLY LVL (3) 6 j4„ FASTENMAS FER TRUSSLOK WOOD SCREW @ 16" OC (4)PLY LVL (3) 10d (4) 10d @ 12" O.C. @ 12" O.C. EA. SIDE Z EA. SIDE ,�__C � (2)2x— (3)2x— BEAM BEAM " @ 2x6 " @ 2x8 12d NAILS FROM OTHER SIDE OF 2nd PLY. 2x6 or 2x8 2x4 POST POST NOTES: 1. TYPICAL CONNECTION AT STUD COLUMNS, ACK—TO—KING ASSEMBLIES, CORNER POSTS, ETC. 2. SEE FASTENMASTER FOR TRUSSLOK INSTAL ATION RECOMMENDATIONS BUILT UP MEMBER FASTENING S2.0/ SCALE: NTS S MPSON STRONG WALL WALL SHEATHING d CD p #4 REBAR @ 8" O.C. EA. WAY TOP & BOT. BOLT ASSEMBLY SEE DETAIL RIGHT #3 TIES @ 6" O.C. 6" WIDE GARAGE CONC. CURB FLOOR SLAB ON SEE NOTE BELOW GRADE ° d d , d d 4 . UNDERMINE EXISTING SLAB TO POUR NEW FOOTING SECTION 2B 114_ TOP OF CONC. —LEVELING NUT �7/8"O A307 N THREADED ROD f -NUT �2x2xY8" WASHER NUT 7/g "0 A307 BOLT DETAIL LENGTH VARIES .#3 HAIRPIN DETAIL Lou Pontigo and Associates, Inc. 420 Osceola Avenue )ax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 Fl�c ANi•04h'n'r•r, r No. 5331 71C - STATE 0 N A V, Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE QFOUNDATION 08.31.18 REVISION FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. W J U u - w >= Z (3) 3Y/„ Ln =� m � FASTENMASTER Q U Z TRUSSLOK WOOD Oma COMMON SCREW @ 24" ?N @ 12" O.C. OC Q EA. SIDE (2)12" OR SMALLER GREATER THAN (2)12" LVL LVL ri ri (3) 5" FASTENMASTER TRUSSLOK WOOD SCREW @ 16" OC (3)PLY LVL (3) 6 j4„ FASTENMAS FER TRUSSLOK WOOD SCREW @ 16" OC (4)PLY LVL (3) 10d (4) 10d @ 12" O.C. @ 12" O.C. EA. SIDE Z EA. SIDE ,�__C � (2)2x— (3)2x— BEAM BEAM " @ 2x6 " @ 2x8 12d NAILS FROM OTHER SIDE OF 2nd PLY. 2x6 or 2x8 2x4 POST POST NOTES: 1. TYPICAL CONNECTION AT STUD COLUMNS, ACK—TO—KING ASSEMBLIES, CORNER POSTS, ETC. 2. SEE FASTENMASTER FOR TRUSSLOK INSTAL ATION RECOMMENDATIONS BUILT UP MEMBER FASTENING S2.0/ SCALE: NTS S MPSON STRONG WALL WALL SHEATHING d CD p #4 REBAR @ 8" O.C. EA. WAY TOP & BOT. BOLT ASSEMBLY SEE DETAIL RIGHT #3 TIES @ 6" O.C. 6" WIDE GARAGE CONC. CURB FLOOR SLAB ON SEE NOTE BELOW GRADE ° d d , d d 4 . UNDERMINE EXISTING SLAB TO POUR NEW FOOTING SECTION 2B 114_ TOP OF CONC. —LEVELING NUT �7/8"O A307 N THREADED ROD f -NUT �2x2xY8" WASHER NUT 7/g "0 A307 BOLT DETAIL LENGTH VARIES .#3 HAIRPIN DETAIL Lou Pontigo and Associates, Inc. 420 Osceola Avenue )ax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 Fl�c ANi•04h'n'r•r, r No. 5331 71C - STATE 0 N A V, Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE QFOUNDATION 08.31.18 REVISION FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. W J U u - w >= 0Q Q Ln =� m � Q U Z LLJ Oma mQ z Q DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS IF DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE EO.R PLAN NAME RESIDENCE DESIGN/DRAWN/CHECKS[) JMD / MJK /LAP DA! E 08.31.18 SCALE AS NOTED LPA No. CONTROL No. SHEET S2.0 SHEET 3 OF 3 00 N 0 00 w v, 00 0 0