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631 Beach Ave RES18-0076 COAB Permit Form with Conditions - RenewedOWNER:ADDRESS:CITY:STATE:ZIP: HUDSON MICHAEL A 319 12TH ST ATLANTIC BEACH FL 32233 COMPANY:ADDRESS:CITY:STATE:ZIP: SIGNATURE HOMES & DEVELOPMENT 1474 South 3rd Street Jacksonville Beach FL 32250 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 170113 0000 BROOMES R/P LOTS 1,2 BK15 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 631 BEACH AVE RESIDENTIAL ALTERATION RESIDENTIAL REPLACE CEDAR SHAKES, WATER BARRIER & 20 WINWS - renewed $60000.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING FINAL 11/06/2018 RBE 45500003221002 0 $55.00 BUILDING PERMIT 455-0000-322-1000 0 $320.00 BUILDING PERMIT RENEWAL 455-0000-322-1000 0 $49.20 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 2Issued Date: 3/5/2018 PERMIT NUMBER RES18-0076 ISSUED: 3/5/2018 EXPIRES: 4/1/2024 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 BUILDING PLAN CHECK 455-0000-322-1001 0 $160.00 BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00 BUILDING WINDOW DOOR INSTALL 08/02/2018 RBE 45500003221002 0 $55.00 STATE DBPR SURCHARGE 455-0000-208-0600 0 $7.20 STATE DCA SURCHARGE 45500002080700 0 $4.80 TOTAL: $701.20 2 of 2Issued Date: 3/5/2018 PERMIT NUMBER RES18-0076 ISSUED: 3/5/2018 EXPIRES: 4/1/2024 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 J CITY OF ATLANTIC BEACH u+l , - 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 RESIDENTIAL - ALTERATION RESIDENTIAL MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RES18-0076 Description:REPLACE CEDAR SHAKES, WATER BARRIER, SHEATHING AND 20 WINDOW Estimated Value: 60000 Issue Date: 3/5/2018 Expiration Date: 9/1/2018 PROPERTY ADDRESS: Address: 631 BEACH AVE RE Number:170113 0000 PROPERTY OWNER: Name: HUDSON MICHAEL A Address: 319 12TH ST ATLANTIC BEACH, FL 32233 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: SIGNATURE HOMES & DEVELOPMENT Address: 1474 South 3rd Street QA REX JONATHAN WILLIAMS Jacksonville Beach, FL 32250 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. A notice of Commencement is only required for work exceeding an estimated value of 2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. City of Atlantic Beach APPLICATION NUMBER Js SA Building Department To be assigned by the Building Department.) 800 Seminole Road j o cAtlanticBeach, Florida 32233-5445 Phone (904)247-5826 Fax(904)247-5845 9%' E-mail: building-dept@coab.us Date routed: Z City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: COJ 6 E t p, tie Department review required Yes No uilduilding Applicant: Scam c LP_E 140MES lanning &Zoning Tree Administrator Project: C(Z c S L v R r E_2 Public Works Public Utilities BFRRLG1 1O Public Safety Z 0 tN) t N 0 O t.0 Fire Services Review fee $ Dept Signature Review or Receipt Other Agency Review or Permit Required Date of Permit Verified By__ Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [ pproved. Denied. Not applicable Circle one.) Comments: UILDIN PLANNING & ZONING Reviewed by: i/'1 2' Date: 3--/ •ool ir TREE ADMIN. Second Review: Approved as revised. ['Denied. o Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. ['Denied. Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 47'Au Building Permit Application Updated 12/8/17 K- OFFICE COPY City of Atlantic Beach 800 Seminole Road,Atlantic Beach,FL 32233 R, Phone:(904)247-5826 Fax:(904)247-5845 i ES O /Job Address: i ( I/.J€.t e,. n, Per it Number:/ 1/U` Legal Description 6-4-3, (6-25 -AGE ,26( Broom es P s+ 3P( 10f ,3/1 fl16'3 _c() Valuation of Work(Replacement Cost)$ 6 03000 Heated/Cooled S 1!. / Non-Heated/Cooled /1(4 Class of Work(Circle one): New Addition Alteration epair Move D of Window/Door Use of existing/proposed structure(s)(Circle one): Commercial Residential If an existing structure,is a fire sprinkler system installed?(Circle one): es No Submit a Tree Removal Permit Application if any trees are to be`removed or Affidavit o No Tree Removal 1DescribeindetailthqtypeofworktPbeperformed: Re.rr.oVG 0,,it d Ce?I f,,ZC Claw,a Ce,)c r 54,G,E,5tvs)G'k`G r 6 0.r t.e,c- ME.w.k,c At a° iJ,r.c 0v.b E3 M LC S e*' ovC Sf.P ^G d G o-S i'1cGeSSO, C/. II Florida Prodict Approval#L. 6525,I j0Vbk inu.. • \\ for multiple products use product approval form Property Owner Informatio (+ M6nov. Wt4(J; Name: Sht01n'j--Aw„0,Ac.. kkU 51. Address: 6j 31 Re4cL AVC. e City fl t3 State I Zip •3).) 3 Phone S71--1501 E-Mail A a;a Q rockccee occApt{ow(,CO k1 Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information W ll r Name of Company: Si v k Ore. na d- DCV.Qualifying Agent: FC)( 1 I Cc w S Address He"! S, J3(-- S-}, Cityj g State [_ Zip 3).).SO Office Phone 7 I if—O7 Job Site/Contact Num er 751`'I 86 State Certification/Registration# CRC O 'S 1'1.6 E-Mail }C®S1 Q nrv S ci . Gbr`^• Architect Name&Phone# Cl C- b U c J Engineer's Name&Phone# Workers Compensation /0C5OD.$)—fl Dct Ctii ti)S ) g0st,nESS--Tr.3uS`i-fa Fu Exempt sure /Lease Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PR'O'PERTY. IF YOU INTEND TO OBI, N FINANCING, CONSULT WITH YOUR LENDER OR AN A ' 0 ' NEY BEFORE RECO' 'I , YOUR • I OF COMMENCEMENT. ' IXirela Signatu 7 of Owner or Agent)ignature of Contractor) inc uding contractor) Signed and sworn to(or affirmed)before me this IA day of Sig ed a . sworn to(or affirmed)before me this'5'1 day of jtbv M V-11441"11(Ai , 2.018 ,bV-11441"11 c fVa. bf .., atter , by a W-,Iiay•t3 ASHLEY ANN DODD ature of Notary) ign a of Notary) s Commission I FF 925690 f, -so V. HiiWsQ(n Expires kersonally Known OR P:'a.c, JENNIFER JOHNSTON V ,• li cl u cE04461iifatiC 2019 Produced Identification t. n woe i, MY COMMISSION#GG 042984 n n EXPIRES:October 27.2020 Type of Identification: c 6,F 8uided Thru Nutdry Public Underwriters CITY 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 PSIBOTTOMCHORDLIVELOAD10psf0psfTHEVALUESABOVEAREALLOWABLEWINDPRESSUREVALUES (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 ISFLOORFRAMING: 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 ACZAi 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. CONTRACTORLARGERTHANREBARSIXAND1/ 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 OFU.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 FLOORANCHORINGADHESIVE: 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 ARESHALLMEETOREXCEEDTHEFOLLOWINGDESIGNPROPERTIES - 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 -BRACEA3545045012-8dx11/ 2 " 10 46.4 TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3 -GUN NAILS HEADER SIZE, JACK AND KING STUDH2.5T 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 NAILS18-16d 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 OHTT552504670 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 a14- 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/NEWELEVATIONSANDTYPEOFCONSTRUCTIONOFTHOSESTRUCTURES, 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 mLJ 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" LVLLU 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 jIidaEXTENSIONw/ #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 dd 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 AT9" 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. SIDEC 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. SIDEC 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 f. S\ CITY OF ATLANTIC BEACH r 800 SEMINOLE ROAD 15 ATLANTIC BEACH, FL 32233 904) 247-5800 BUILDING REVIEW COMMENTS Date: 8/ 6/2018 Permit It: RES18-0076 Site Address: 631 BEACH AVE Review Status: denied RE#: 170113 0000 Applicant: SIGNATURE HOMES & DEVELOPMENT Property Owner: HUDSON MICHAEL A Email: rex@sighomesfl.com Email: Phone: 9047140744 Phone: 9047599867 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: 1. Structural design changes need to be signed and sealed. 2 copies. 2. Drawing submitted do not show any details of the structural/building elements that will be installed to divide the garage opening into 2 opening. Drawings only show garage wing wall information. Submit information for the framing that will divide the opening; framing attachments to header above and attachment to footer below as well as footer details. 2 copies. 0 Building Q (9'Vf •-i7• ti Mike Jones U ?g 0 4 e- . c-9 Building Inspector/Plans Examiner J Q' Q City of Atlantic Beach V 0 800 Seminole Road Q) 1' e 9 Atlantic Beach, FL 32233 0 904.247.5844 V . Q J. '-3 P Email:mjones@coab.us CO Q 0vy.4,4,4-r ig itY•r? i Q /\ Resubmittal Notes: L mQ lieu P4 '..e All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be left y,, + CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach,Florida 32233 N'it.: 7-:-,•- ,,..7 REVISION REQUEST /CORRECTIONS TO PLAN REVIEW COMMENTS Date -7(..0/1 Revision to Issued Permit/ Corrections to Comments Permit iU-- 607' Project Address 6-3 t 13ea.(,,, A L/C, Contractor/Contact Name 51 6 a4-u f t q 4.,5 Rex J\./t (11 a - Phone 151-930 Email rc)05j5 ,ow,c.sc , CAA". Description of Proposed` Revision /Corrections:Permit Fee Due $ 5-0- :MC? C Ve(k Sifnte (lc coo q trA, t- d +o ID c004 gcfa c oocs, YooTi.n rev) reJ (.SEG ct-k`c,c(„ ) ,Ne1,U o.rcicNi C5 . C(O a rip c „cV rcove, (150-7q- Additional S O 4- 5 , Py P Additional Increase in Building Value $ ()COO Additional S.F. By signing below,I , ., s affirm the Revision is inclusive of the proposed changes. printed name) 4./ i atu- of Contractor/Agent(Contractor must sign if increase in valuation) Date I Office Use Only) Approved Denied X Not Applicable to Department Revision/Plan Review Comments©rriv cai0n.t re (1.1rif -kba c,, -0,ef{ ,- -e,' ilvn-edt. Department Review Required: ui . 71 Planning & Zoning viewed By Tree Administrator Public Works Public Utilities s-6 -/r Public Safety Date Fire Services EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL EXISTING/NEW IIELEVATIONSANDTYPEOFCONSTRUCTIONOFTHOSESTRUCTURES, 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 Lou Pont1OFABOVEITEMSARETHESOLERESPONSIBILITYOFTHECONTRACTOR. go Ana Associates.Inc. 420O9renla Avenue lex.Beach I Iolida 32250 Ph.242-0908 Fee.241-9557 FI CA a 8344 SC.CA0 3579 J 07, 4. Luis A.Pontlgo,PE FL PEI/53311 4"RCVSICNS I)ATf\ FASTEN HARDY PANEL PLYWOOD SHIMSTOTOPPLATEWITH c'° fAX REQUIRED. OUTLINE OF Jr 10-' Ae4'/z" HFS SCREWS jIII FOOTING BELOW CMU CURBOREQUAL) JTOPPLATE9'-O" x— ELEV. LS12 STRAP ° CONC. FOOTING 0_ BOT. PLATE OF TOP & BOT I ' 2x4 BUCK ADJACENT TO SEE SECTION HARDY FRAME 0 32" O.C. HARDY FRAME PANEL. L FASTEN TO PANEL WITH WALL THING 0 4)'/"x4'/7" HF8 SCREWS 1 DCTHREADEDRODGARAGEii' r1 f 2x4 R A LSO HEADER HARDY FRAME PAN=L...NUT SEE PLAN FASTEN TO PANEL 1,41.11-1 4)10dx1Y" NAILSZ% U3TYi WASHER HARDY FRAME STRAPS-".- HFX-1Bx9 056BOLTDETAILPLANVIEWHARDYFRAME fff 2x4 BUCK ADJACENT TO HARDY FRAME PANEL.HFX-18x9 2)2x6 P.T. SPFN2 FASTEN TO PANEL WITH LLi --J 1-0" JACK STUDS f(4)10dx1)" NAILS 0 1 Li_ 2x4BUCK ADJACENT TO _i LL Z LLI ZHARDYFRAMEPANEL. W > DM PLATE FASTEN TO PANEL WITH BOLT ASSEMBLY 4)'/,"x4'/7" HFS SCREWS SEE DETAIL ABOVE0 Ci Q 2 REQUIRED) BOLT ASSEMBLY USP TA51 HARDY FRAME SEE DETAIL ABOVE Z T Ll_J LI EMBED STRAP HFX-18x91 2 REQUIRED) H0 \ m WALL SHEATHING \ LL `< J ( Jw LIJ _ I DOWEL ERTSAL f)Z mi`FINISH FLOOR 0=0" FINISH FLOOR+0=0" ;°° 0 zELE- = ....- 4.1,-, 2-#4 VERTICAL IIIiII GARAGE n CO Q GFLOOR j DOWEL BARS IIIht FLOOR / rn J w I UJ f< 1 ' --..., l'-0" 4, DC O H 40Q Di SECTION A- A EACH REBAR CY H GARAGE WINGWALL WITH Z DETAILS to HARDY FRAME PANEL P 7" PIAN NAM' N RESIDENCE 0ISIGNII)ItnWNICI IICICED MO/UJ(/LAP DATE 07.18.18 SCN I. AS NOTED LOA, 01301 No S2.0 J SHEET 3 OF 3 / 1 14" y FASTEN HARDY PANEL PLYWOOD SHIMSTOTOPPLATEWITHLASREQUIRED. OUTLINE OF10-'/•"0x4/=" HFS SCREWS 6" JI T1' OR EQUAL) FOOTING BELOW CONC. 3 HAIRPIN DETAIL 11` NUT, L512 STRAP L. -"+ CONC. FOOTING NUT BOT. PLATE OF TOP & BOT T 2x4 BUCK ADJACENT TO SEE SECTION HARDY FRAME ®32" O.C. HARDY FRAME PANEL. WALL w FASTEN TO PANEL WITH SHEATHING 4)'/4"x4'/2" HFS SCREWS a 17(3""0 A36 11 wx THREADED ROD GARAGE] Y'2x4 BUCK ADJACENT TO ttl HEADER HARDY FRAME PANEL.NUT SEE PLAN FASTEN TO PANEL WITH 32304" WASHER 4)10dx1Y2" NAILS NUT 2)MS36_,... HARDY FRAME 1/R""0 11/R""95 A36 BOLT DETAIL STRAPS — HFx-taxa d' 1 2x4 BUCK ADJACENT TO PLAN VIEW HARDY FRAME HARDY FRAME PANEL. HFX-18x9 V-6" 2)2x6 P.T. SPFN2 FASTEN TO PANEL WITH 4, 1'-Ob" , JACK STUDS 4)10dx17}" NAILS 2x4 BUCK ADJACENT TO HARDY FRAME PANEL.pp FASTEN TO PANEL WITH Ba BOTTOM PLATE (4)'/4"x41/2" HFS SCREWS BOLT ASSEMBLY USP TASt SEE DETAIL ABOVE EMBED STRAP 2 REQUIRED) HARDY FRAME BOLT ASSEMBLY HFX- 18x9 SEE DETAIL ABOVE 2 REQUIRED) 243 HAIRPINS 0 6" O.C. WALL SHEATHING 243 HAIRPINS O 6" O.C. 6" WIDE GARAGE GARAGE FINISH FLOOR 0'-0" FINISH_FLOOR 0'-0" CONC. CURB / FLOOR FLOOR ELEV. ELEV. 'E NOTE BELOW 0" y 4Iir1uii 41 4.4 0" T 1) IIMPORTANTMPORT NOTE IF CURBM HEIGHT TAN IS GREATER SECTION A— A 3-#5 REBAR THAN 12", CONTRACTOR SHALL EACH WAY CONTACT ENGINEER OF RECORD FOR ADDITIONAL REINFORCEMENT GARAGE WINGWALL WITH 0 HARDY FRAME PANEL CITY 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) 4r, 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 WALLSTUDS 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 PSITHE 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 ISPOSITIVEANDNEGATIVEPRESSURESSHOWNINTABLEABOVE. 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 OFWINDLOADING: 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 ANDBOTTOMCHORD. 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 FOUNDATIONOFROOFTRUSSESSHALLBEREDUCED. 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 EACHELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERSIMPORTANCEFACTOR - - - - - - - - - - - - - - - - - - - - - - 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 SEAMASTMA307ORASTMF1554GRADE36. [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 ALLWASHERS: 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 OFU.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 FMISCELLANEOUSSTRUCTUREANDPRIORTOCONSTRUCTION0 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 ARESHALLMEETOREXCEEDTHEFOLLOWINGDESIGNPROPERTIES - ELASTIC LIMITED TO THE FOLLOWING: NEW OPENING IN EXISTING WALL FOR NEWMODULUS (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 STUDH2.5T 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 3JUNUN 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 Inch4-10d 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 UOQQ w w CO QU z m mQr.) D J Q DESIGN CRITERIA AND GENERAL NOTES DO NOT SCALE DIMENSIONSjTHESEDRAWINGS. 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 -1R7 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 ISUNCLEARREFERTOTHE 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 NN 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 BARSd 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