Loading...
631 BEACH AVE - REVISION 8-21-18CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach, Florida 32233 REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS Date�) ! D Revision to Issued Permit_ Corrections to Comments Permit # ) 676 Project Address 1 9 ek, C'� Contractor / Contact Name Phone —7s'9 No Description of Proposed Revision / Corrections: I_ s b Y\N Email rexp,S ► Lo r-zsfl , Cori— Permit Fee Due $ Additional Increase in Building Value $_ Additional S.F. By signing below, I } X Vy / 1 i J affirm the Revision is inclusive of the proposed changes. (printed name) Signature of Contractor/Agent (Contractor must sign if increase in valuation) Date Approved 11 Denied Revision/Plan Review Comments 644T0 Department Review Required: Building Planning & Zoning Tree Administrator Public Works Public Utilities Public Safety Fire Services (Office Use Only) 4 r, 1P,z Not Applicable to Department 9 of -P—t . Reviewed By Date DESIGN SPECIFICATIONS GENERAL NOTES Et CONSTRUCTION SPECIFICATIONS COMPONENTS & CLADDING ALLOWABLE DESIGN PRESSURES DESIGN CODE: INTERIOR EDGE STRIP (PSF): 2017 FLORIDA BUILDING CODE - RESIDENTIAL 'a' = 4'-6" 10 DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, +30.2 -40.5 50 UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. +27.1 -34.2 100 DESIGN LOADS: ACTUAL AND UNIFORM +25.7 -31.2 �QU ROOF FLOOR ROOF LOADING (cd=1.25) (cd=1.00) z TOP CHORD LIVE LOAD 20 psf 40 psf � TOP CHORD DEAD LOAD 7 psf (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 SHEAVING, 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. 7/16", 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 BOTTOM CHORD LIVE LOAD 10 psf 0 psf THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD)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 :. THE BOTTOM CHORD DEAD LOAD 5 psf 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTEE BY AT 28 DAYS CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUC ION GENERAL NOTES: DEFLECTION CRITERIA: SHALL BE PERMITTED ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 FOOTING AND FOUNDATIONS: FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR OTH 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 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 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 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 DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS T E 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. @1 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 ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS IMPORTANCE FACTOR - - - - - - - - - - - - - - - - - - - - - - 1.00 MEAN ROOF HEIGHT ----------------------- EXISTING -a ecIz CONCRETE SLABS ON GRADE: ROOF PITCH - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXISTING 0�" ----� 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 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 Ak4 DENOTES EDGE STRIP. METHODS. INTERNAL PRESSURE COEFFICIENT -------------- ± .18 0 �-' SEE C & C CHART ABOVE FOR 'a' DIMENSION WOOD FRAMING SPECIFICATIONS: 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 0 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 0 PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. a a ROOF COVERING SPECIFICATIONS: HARDWARE AND ANCHORS:I 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 0 1 --i 0 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] ?r 7r 7r 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: LARGER THAN REPAIR SIX AND 1/$" LARGER THAN THREADED ROD SIZE. MEANS AND METHODS: 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 SHALL SUBMIT SHOP DRAWINGS OF MISCELLANEOUS ATTACHED STRUCTURES TO THE MAIN STRUCTURE INDICATING CONNECTION POINTS, REACTIONS AND FASTENER REQUIREMENTS PRIOR TO FABRICATION OF (U.O.N.) THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPON BIBLE ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR F MISCELLANEOUS STRUCTURE AND PRIOR TO CONSTRUCTION 0 MAIN STRUCTURE. CONTRACTOR SHALL COORDINATE LOADING REQUIREMENTS WITH ANY OTHER PRE-ENGINEERED COMPONENT SUCH AS ROOF FLOOR AND ROOF TRUSS ENGINEERING. (DUAL CARTRIDGE INSTALLATION ONLY): SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR A Y EPDXY: ITW RED HEAD A7 OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR AN �' 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. DOCUMENTS. 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 LOOR AND ROOF TRUSSES, FLOOR FRAMING NOT SPECIFICALLY ADDRESSED, TRUSS -TO -TRUSS CONNECTION, AND ANY ARCHITECTURAL, MECHANICA OR ELECTRICAL SYSTEM. SIMPSON CONNECTORS WOOD FASTENING SCHE ULE PLAN LEGEND AND ABBREVIATIONS UPLIFT MEMBERS CONNECTION FASTENER INTERIOR LOAD BEARING WALL CONNECTOR SYP SPF FASTENERS L# CODE TYPE ® BUILT-UP POST IN THE WALL TOP PLATE TO TOP PLATE FACE NAIL 2 -GUN NAILS @ 12" STAG. A35 450 450 12-8dx11/2" 10446.4 GABLE X -BRACE TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3-1 UN NAILS HEADER SIZE, JACK AND KING STUD H2.5T 600 520 5-8d EA. END 11478.3 DESIGNATES SHEARWALL. THE H6-1/2 QUANTITY. H8 620 530 5-1Odx11/2" EA. END 11470.3 DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3-UUN NAILS ------------ - HIDDEN LINE DESIGNATES SIDE OF RIM JOIST TO TOP PLATE TOE NAIL (8d ® 6") UN NAIL © 6" SW WALL THE SHEARWALL SHEATHING MTS12 1000 860 7-1 Odxl 1/2 "EA. END 10456.3 NAILING: TO BE APPLIED. 8d @ 3/6 HTS20 1450 1245 24-1 Odxl 1/2 "EA. END 13872.3 CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5- UN NAILS 8d@3"/6" DESIGNATES 8d COMMONS @ 3" O.C. EDGE & 6" O.C. "IN THE MSTA24 1765 1270 9-10d EA. END 13872.4 CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4 UN NAILS FIELD" CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8- UN NAILS MSTA36 2050 1870 13-10d EA. END 13872.8 ADJ - ADJACENT LG - Long 18-16d TO TRUSS/BEAM JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3 -GUN NAILS BM - BEAM MANUF - Manufacture HTT4 3480 3080 11496.2 RAFTER TO PLATE TOE NAIL (3-8d N NAILS BOT - BOTTOM MONO - Monolithic 1-5/8 "0 ROD TO FTG. ) 3-G BRG - BEARING OC - On Center 32-16d TO TRUSS/BEAM JACK RAFTER TO HIP TOE NAIL (3-10d) 4- UN NAILS CMU - CONCRETE MASONRY UNIT OSB - Oriented Strand Board HTT5 5250 4670 1-5/8"� ROD TO FTG. 1496.2 ROOF RAFTER TO 2x_ RIDGE BM. TOE NAIL (2-16d 3JUN UN NAILS DBL - DOUBLE PERP - Perpendicular DIA - DIAMETER PRE ENG - Pre Engineered 6-10d TO HEADER CONT. HEADER, TWO PIECES FACE NAIL 16d® 16" O.C. ® EDGE EA - EACH PSF - Pounds per Square Foot LUS28 930 780 0655.113 EE - EACH END PSI - Pounds per Square Inch 4-10d TO JOIST CONT. HEADER TO STUD TOE NAIL (3-16d) 4 -GUN NAILS EOR - ENGINEER OF RECORD PT - PRESSURE TREATED 14-16d TO HEADER STUD TO SOLE PLATE TOE NAIL 3-16d 4- UN NAILS EQ - EQUAL QT - Quick Tie HU410 905 785 0531.36 ( ) 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 10849.6 FDN - FOUNDATION SPF -Spruce Pine Fur OFFICE COPY ABU66 2300 5/8"0 ROD w 12-16d 0849.6 FT - FOOT SYP - Southern Yellow Pine / NAIL SPECIFICATIONS FTG - FOOTING THRU - Through SET N/A N/A SIMPSON EPDXY-TIE 11506.4 3"x0.131"O = GUN NAILS 2"x0.113"O = RINK SHANK HDR - HEADER TYP - Typical 2"x0.113"O = 6d 21/2 "x0.131 "O = 8 HORIZ - HORIZONTAL LION - Unless Otherwise Noted LTT20B 1675 1675 1496.3 3"x0.148 10-16d TO STUD/BEAM/POST „� = 10d 31/2 x0.162"� = 1 d LBS- POUNDS VERT - Vertical REVISION "- 1-1 2 0 ROD TO FTG. 11/2 "x0.148"O = 10dx11/2 " 11/2 "x0.131 "O = 8 x11/2 WWF Welded Wire Fabric " BP#-& ES/R -0C27(6 LSTA12 805 695 10-10d 3872.5 DATE„ , f Z2 CS16 1705 1705 13-8d 10852.1 SIGNED ;, Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 P 6 lV JX �GENSF' O ` v � 0 53311 N E OF , S '4.( X, ' .CO90.. . sS10NAV Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & 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 5 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES W J U H wLij > U OQ Q w = w CO �QU z m � "'mQ r.) ::D � J = Q DESIGN CRITERIA AND GENERAL NOTES DO NOT SCALE DIMENSIONSj THESE DRAWINGS. IF A DIMEN UNCLEAR REFER TO TH ARCHITECTURAL DRAWING CONTACT THE E.O.R r --PLAN NAME RESIDENCE DESIGN/DR AW'N CHECKED JMD MJK LAP DATE 08.16.18 SCALE AS NOTED LPA No. CONTROL No. SHEET SO.0 SHEET 1 OF 3 0C 3' -0"x4' -0"x12" FOOTING w/ #4 EA. BOT. @ 10" O.C. L — DEEP CON C. WAY TOP & SEE 1/S2.0 EXISTING STRUCTURE TO REMAIN UNCHAN ED U.O.N. DEEP CONC. FOOTING CUT BACK EXISTING SLAB SEE 1 /S2.0 (TYP) 1� �11 1 -1 - =R7 3' -0"x3' -0"x12" DEEP CONC. 3' -0"x4' -0"x12" U DEEP CONC. FOOTING w/ #4 EA. WAY TOP FOOTING w/ #4 EA. WAY TOP & & BOT. @ 10" O.C. SEE 1/S2.0 BOT. @ 10" O.C. SEE 1/S2.0 FOUNDATION P LAN SCALE: 1/4" = 1'-0" SIMPSON STRONG—WALL WOOD SHEARWALL WSW18x7-78 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\J \-/ L-1 JI ILPII\VV PI LL VV\JUU JI ILPII\VV PILL WSW12x7-78 WSW18x7-78 WALL FRAMING PLAN SCALE: 1/4" = 1'-0" OFFICE COPS' Lou Pontigo and Associates, Inc. 420 Osceola Avenue )ax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL CA # 8344 SC: CA# 3579 Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CUNTACT 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 a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. w � U z Lij >= <<U w= w m � Q U OZmF- pm Q 2 Q FOUNDATION 6 WALL FRAMING PLAN L OT SCALE DIMENSIONS FROM DRAWINGS. IF A DIMENSION ISUNCLEAR REFER TO THE CHITECTURAL DRAWINGS OR CONTACT THE E.0 R. PLAN NAME RESIDENCE DESIGN/DRAWN/CH ECKED JMD / MJK /LAP L)A1 E 08.16.18 SCALE AS NOTED LPA No. CONTROL No. SHEET S1.0 SHEET 2 OF 3 00 N O w N N N 0 EXISTING FRAMING TO REMAIN (2)CS16 ° I d #4 REBAR d © 10" O.C. EA. WAY TOP & BOT. ri— DETAIL S2,0 SCALE: 3/4" = 1'-0" CONC. FOOTING SEE 1/S2.0 SIMPSON STRONG—WALL WOOD SHEAR WALL WSW18x7-78 NEW U(2)11.25" LVL FASTE NEW TO EXISTING DOUBLE TOP PLATE w/ (2)CS16 SIMPSVN WSW1 x7-78 0 I i� #3 TIE 3" O.C. (T P) NEW (2)11.25" L FASTEN SIMPSON STRONG CS16 © 32" O.C. WALL TO HEADER PER MANUFACTURERS SPECS FOR PORTAL FRAME KIT. (TYP) p � G d d d 4 Q, d d p d p EXISTING CONC. d #4 REBAR 10" O. C. 3—#3 VERTICALS EA. WAY TOP w9" HOOK INTO & BOT. FO NDATION C i� -- (3) 33/ff SIMPSON STRONG WALL BOLT ASSEMBLY EFT FOOTING WALL SHEATHING SIMPSON SIMPSON WSW12x7-78 WSW18x7-78 FASTEN NEW TO EXISTING DOUBLE TOP PLATE w/ (2)CS16 NL'T TOP OF CONC. LEVELING NUT "' /%"O A307 LENGTH VARIES N THREADED ROD NUT 2x2xY8" WASHER 2" NUT #3 HAIRPIN DETAIL "0 A307 BOLT DETAIL SHEATHING 2 PLAN VIEW OF FOUNDATI S2.0 SCALE: 3/4" = 1'-0" z (3) 12d COMMON ?N @ 12" O.C. EA. SIDE (2)12" OR SMALLER LVL Z (3) 33/ff SIMPSON STRONG WALL BOLT ASSEMBLY W LIJ > TRUSSLOK WOO DQQ SCREW @ 24" SEE DETAIL ABOVE SEE SIMPSON GREATER THAN (2)12" LVL INSTALLATION DOCS LLJ WALL SHEATHING #3 TIES © 6" O.C. FOR EXACT ANCHOR mQ D Z J ~ SPACING (TYP) Q 6" WIDE GARAGE A A A"—COC. CURB FLOOR SLAB ON DRILL 4" AND EPDXY 1—#3x16" A SEE NOTE BELOW GRADE HORIZONTAL DOWEL BARS @ `o 24" O.C. (TYP) �\� ° - d ° d d d a d _ d d d d p d d - d ° d - _ d DRILL 4" AND EPDXY 1—#3x16" ° d G p .p d e _ .d .g ° ° d d ° p .. I a ° d 4 e HORIZONTAL DOWEL BARS d ° p ° 24" O.C. (TYP) p d ;. C d ° a dQ #4 REBAR °° °° #4 REBAR 3 —0 4" CONCRETE SLAB w/ © 10 O.C. d © 10" O.C. FIBERMESH © 1.5 LBS/CU.YD. 2—#3 VERTICALS EA. WAY TOP 3—#3 VERTICALS EA. WAY TOP SECTION A—A OF CONCRETE OR 6x6 W1.4xW1.4 w/ 9" HOOK INTO & BOT. w/ 9" HOOK INTO & BOT. WWF ON 6MIL VAPOR BARRIER FOUNDATION FOUNDATION IN PREPARED GRADE. SHEATHING 2 PLAN VIEW OF FOUNDATI S2.0 SCALE: 3/4" = 1'-0" z (3) 12d COMMON ?N @ 12" O.C. EA. SIDE (2)12" OR SMALLER LVL Z (3) 33/ff UL.L FASTENMASTER W LIJ > TRUSSLOK WOO DQQ SCREW @ 24" w=w OC GREATER THAN (2)12" LVL ri (3) 5" FASTENMASTER TRUSSLOK WOOD SCREW @ 16" OC (3)PLY LVL (3) 6Y4 FASTEN ASTER TRUSSL K WOOD ECREW 16" OC (4)PLY LVL (3) 10d "@ 12" 0. C. Z EA. SIDE (2)2x— BEAM " @ 2x6 " @ 2x8 12d NAILS FROM OTHER SIDE OF 2nd PLY. (4) 10d © 12" O.C. *14--L EA. SIDE Mi (3)2x_ BEAM 2x6 or 2x8 2x4 POST POST NOTES: 1. TYPICAL CONNECTION AT STUD COLUMNS, JACK—TO—KING ASSEMBLIE`_,, CORNER POSTS, ETC. 2. SEE FASTENMASTER FOR TRUSSLOK INS ALLATION RECOMMENDATIONS BUILT UP MEMBER FASTENIN S2.0/ SCALE: NTS DRILL AND EPDXY 1—#3x16" LONG DO' BAR 4" MIN. © 24" (TYP) ONC. FOOTING EE SECTION SHEATHING CONC. FOOTING /SEE SECTION 4 OFFICE COP s REVIS, Lou Pontigo and Associates, Inc. 420 Osceola Avenue )ax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 v� GEN,3 .0 rn No. X11 N 0 TATE OF ".5p'0'`� OR1�P'' NA `L E�; K Luis A. Pontigo, PE FL PE#53311 REVISIONS 7 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. w J UL.L W LIJ > U DQQ w=w m �QU z LLJ Om~ Lf) mQ D Z J ~ I Q DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME RESIDENCE DESIGN/DRAWN/CHECKED JMD / MJK /LAP DATE 08.16.18 SCALE AS NOTED LPA No. CONTROL No. SHEET S2.0 SHEET 3 OF 3