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1057 Beach Ave RES19-0350 Beam and Slab for Structural Support •S''1.0J'i,' RESIDENTIAL PERMIT PERMIT NUMBER k'''V'- .. ',i CITY OF ATLANTIC BEACH RES19-0350 ISSUED: 1/10/2020 800 SEMINOLE ROAD`' � ATLANTIC BEACH. FL 32233 EXPIRES: 7/8/2020 MUST CALL INSPECTION � ONE LINE (9 , ) 247-5814 4 PM FOR NEXT DAY INSPECTI' h ALL WORK MUST CONFORM TO THE CURROIT 6TH EDI •N (2017) OF THE FLORIDA BUILD,:'G CODE, NEC, IPM AND CITY OF ATLANTIC BE H CODE OF ORDINANCES . ALL CONDINS OF PERMIT APPLY, PL, SE READ CAREFULLY. as 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. JOB ADDRESS: l PERMIT TYPE: DESCRIPTION: VALUE OF WORK: 1057 BEACH AVE RESIDENTIAL ALTERATION BEAM AND SLAB FOR $5000.00 RESIDENTIAL STRUCTURAL SUPPORT TYPE OF REAL ESTATE ; : BUILDING USE ZONING: SUBDIVISIONi CONSTRUCTION: NUMBER: GROUP: 170266 0000 ATLANTIC BEACH COMPANY: ADDRESS: CITY: STATE: ZIP: BOSCO BUILDING 2158 MAYPOR-i RD ATLANTIC BEACH FL 32233 CONTRACTORS OWNS* i a :h,kE ADDRESS: ;t CITY: STATE: ZII :, LOFF HOWf RD J 1057 BEACH AVE ATLANTIC BEACH FL 32233 5753 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. , `n %DITIa: pt,. Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. o , DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $80.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $40.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL: $124.00 Issued Date: 1/10/2020 1 of 2 , 'S"`ii; RESIDENTIAL PERMIT PERMIT NUMBER �� CITY OF ATLANTIC BEACH RES19-0350 r "� ISSUED: 1/10/2020 rslJ'/ 800 SEMINOLE ROAD EXPIRES: 7/8/2020 ATLANTIC BEACH. FL 32233 I Issued Date: 1/10/2020 2 of 2 �tyLvr� City of Atlantic Beach APPLICATION NUMBER S * �� Building Department (To be assigned by the Building Department.) .., 800 Seminole Road C 1 C� _ -v ` ` E 5 l`i Atlantic Beach, Florida 32233-5445 l " 0 s 0 � Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: I ( / at I City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 0 B7 i )€ 10- 4 1\W Department review required Y7 No Applicant: I )C)SC cD Planning &Zoning Tree Administrator Project: l KUC.;10 Pp D cer Public Works Public Utilities Cmc E, 001 -Lf2-S Public Safety F001— Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt 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: proved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILD G PLANNING &ZONING y < Z •2./G� Reviewed b : � Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑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 "/ i YMINMIllb i Vu MM MI% /�rdNiiL,uLI iI upaatea1U/y/1e (. . ' '- ;`/l City of Atlantic Beach Building Department **ALL INFORMATION )/ 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY Phone: (904) 247-5826 Fax: (904) 247-5845 Email: Building-Dept@coab.us IS REQUIRED. Job Address: Pc 7 SEAL1-a /-VEl Permit Number: IRDS(c\ _ 035p Legal Description 6 4 16 -,I s - ,- / /j TL-6A/7-lc 5 lei/ 1-61%.--C�'� �E#4/ /70 2-6 b -00 a 0 Valuation of Work(Replacement Cost)$ ', Heated/Cooled SF 9p•-••.fi YJ�Go Y d ED___ • Class of Work: ❑New ❑Addition DAlteration ❑Repair ❑Move ❑Demo ❑P I "fl?ndow Door • Use of existing/proposed structure(s): riCommercial FiResidential 9F( c E COPY • If an existing structure, is a fire sprinkler system installed?: ©Yes ✓ONo NOV �U(�I • Will tree(s) be removed in association with proposed project? - Yes(must submit separate Tree Removal Permit) ONo Describe in detail the type of work to be performed: 4-O/)/N 7 f.-7goe 1i2�-'�C ��! k; ' t�. '1'f!`t�P '_ rZ- a', �'k/S:/w 6 6.4,2.416 ,a 1&eVfv'c 3 g 4Y V't_... ROO 3 pi,a7,,r S j , ekes%i-J 6' ,r44-8 . City of Atlar t► I`�. , Florida Product Approval# for multiple products use product approval form Property Owner Information Name )-Pok/,92o > Lt /• Address 162.5 7 6L4GJ/ /jt/ AT.` /3C41 City 47-A,94/'7-i c _13/. State ft Zip 32-.233 Phone 981--B.f/- `I/Y/ E-Mail hloVrrldpa6c 14o fi-i oi alCcherno I a . cOY ' Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) n/a Contractor Information Name of Company 13X'-0 -but"Lp 144 coi tr'ade's-1--/JA: Qualifying Agent /017D i$ s&o Address . -ISSV .Ajq.yp42-r 'IP City Tig-A State Fl-- Zip 3--1 -.3-7 Office Phone y0.4-->-t/I 07-,-0 Job Site Contact Number 904— 25—ego¢- State Certification/Registration# C)3G /..23-D).h. E-Mail TO DO Ice c-fC, 64 Architect Name& Phone# Engineer's Name& Phone# Workers Compensation Insurer X, t°1ci �'r/9fr i-6Rk4'f OR Exempt❑ Expiration Date 37/s/�-1'I?-O 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 regulating 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 PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDIN7OUBA5OTICE OF COMMENCEMENT. // /�s4- (. ignature of Owner or Agent) signature of Contractor) Signed and sworn to(or affirmed) before me thislic _day of Signed and sworn to (or affirmed) befor me this' 1 day of no\exr6r, , 2or- by .- • . . _ SZdwrnloC , tc‘ , t d cl s c_o (Signature of Notary) (Signature of Notary) Denise A.Ennis • Denise A.Ennis ``r'' NOTARY PUBLIC �'j Personally Known OR NOTARY PUBLIC �.]Personally Known OR �► P _'p STATE OF FLORIDA [ ]Produced Identification -+STATE OF FLORIDA [ ]Produced Identification 4fr.t�- Type of Identification: '`"'•`�.-' Comm#FF966426 Type of Identification: • .,.�`. • Comm#FF966426 ' t — --- C 19� V ' Expires 3/1/2020Tr�3/172020 — NOTICE OF COMMENCEMENT Per 7 7/ /26 ./ - o 3 S.--- State of PLO"/04 Tax Folio No. OFFICE COPY County of Pity* To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: (4 " / )4. ": S a-f A-me-. i" fl/2/5/ Z--01--( -Ss- gzk4./ Address of property being improved: J9 r7 OM 01-1 /94/I 177 17C 1C/s// /r I--' - -3)--1--3:-.7 General description of improvements: k0 )iu C U1WA(__ t3c "/M la Th 4/?idc7 ✓ 140 iZe ifd Penh co- 2 0•71134-024 Owner: #O11/440 LO f f Address: /0--7 gF/1167/ 1v4 P ✓9yi go,/ Owner's interest in site of the improvement: /W1.0 64 c-e Fee Simple Titleholder(if other than owner): "__-- Name: 0pintractor: 30.5-60 231('.L7 i-/-( CPn-7"2,q c rRsj ,,.,'c - r 'PJ /3 of'- Address: / ��330 I"� /`17�m� R D -rj-" 1I=1-. �3� Telephone No.: / .-�f l-'if)--3 -p Fax No: 704'_ 14-'1)32.I Surety(if any) Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: , Phone No: '— . Fax No: --- Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: r- In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section . 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: • Telephone No: --- - Fax No: Expiration date of Notice of Commencement(the expiration date is one (1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: 4_.7 Date:Ilt19t2.(q1Doc#2019268114,OR BK 19011 Page 833, Before me this day of __afh 70 'ti in he County of Duval,State Number Pages:1 Of Florida,has personally appeared U.XLdr Recorded 11/20/2019 12:25 PM, Notary Public at Large,State of Florida,County of Duval. itx- � 7 RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL My commission expires COUNTY Personally Known: or RECORDING $10.00 Produced Identification: 1A11tYar, Denise A.Ennis c),, • NOTARY PUBLIC '• =STATE OF FLORIDA Q Coma 26 ��NCE 1t�' Expires FF96643/1/2020 GENERAL NOTES ALL -THREAD NOTES BRITTLE FINISH 1. CODES USED: 2017 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING EDITION, ACI, NDS, 1. ALL -THREAD CONNECTORS TO BE 3/8" DIAMETER BARS PLACED AT 4' O.C. IN ALL BEARING WALL HEIGHT (U120) APA AND ASCE7-10. WALLS, UNLESS NOTED OTHERWISE ON PLANS. 2. THE ALTERATIONS FOUND WITHIN THESE PLANS ARE DESIGNATED LEVEL 2 ALTERATIONS IN COMPLIANCE WITH 2. ALL -THREAD USED IN SHEARWALL AND HIGH UPLIFT TRUSS HOLD-DOWN APPLICATIONS MAY BE 9 FT SECTION 301.1.2 OF THE EXISTING BUILDING CODE. COUNTED AS PART OF THE DESIGNATED O.C. SPACING. CONDITION 3. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND 3. PLACE ALL -THREAD RODS WITHIN 6" TO 10" OF En CH CORNER AND AT EACH INTERSECTION OF 20.8 AUTHORITIES HAVING JURISDICTION OVER THE WORK. BEARING WALLS. RECOMMENDED INSTALLATION SEQUENCE IS: 4. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING A. PLACE SHEARWALL RODS (SPECIFIED ON PLANS) 12 > �, CONSTRUCTION. B. PLACE HIGH UPLIFT RODS (SPECIFIED ON PLANS) N U M LL LL C. PLACE CORNER RODS 5. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR THIS JOB ONLY. D. PLACE ALL OTHER RODS. ca K DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED OTHERWISE ON THE PLANS. ONE 2X4 NO.2 SPF 16 12 4. ALL -THREAD SHALL BE DRILLED AND EPDXIED INTO FOOTING WITH SIMPSON SET EPDXY 6. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE OWNER SHALL PROVIDE SYSTEM, OR APPROVED EQUIVALENT. ALL -THREAD EMBEDMENTS FOR SHEAR WALLS AND HIGH 12 TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. SOIL PREPARATIONS NOTED IN SAID REPORT UPLIFT TRUSS CONNECTIONS ARE SPECIFIED IN THEIR RESPECTIVE DETAILS. of O Y N SHALL BE FOLLOWED UNLESS MORE STRINGENT DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS U 'I 0) STRUCTURE WAS PERFORMED ASSUMING 2500 PSF SOIL CAPACITY. 5. WHERE NECESSARY, ALL -THREAD COUPLERS SHALL BE RATED NOT LESS THAN 3200 LBS. 7. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, THE SCOPE OF 6. MINIMUM EMBEDMENT OF ALL -THREAD SHALL BE: 16 WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, WATERPROOFING, MECHANICAL, PLUMBING OR 16 16 ELECTRICAL WORK. 6" - TYPICAL WALLS, MONOLITHIC FOOTING -CD No 70= 7" - EXTERIOR WALLS, STEMWALL FOOTING 8. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL EXISTING/NEW ELEVATIONS 8" - MASONRY WALLS 16 AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING o NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN 7. ALL -THREAD EMBEDMENTS FOR SHEARWALLS AND HIGH UPLIFT CONNECTIONS ARE SHOWN IN CONSTRUCTION DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL THEIR RESPECTIVE DETAILS ON THIS SHEET. m TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES 2X4 NO.2 SPF 16 NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. THE DESIGN 8. USE 2" SQUARE WASHERS ON ALL -THREAD AND ANCHOR BOLT LOCATIONS, U.N.O. 16 ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. STORY CONCRETE NOTES 9 WHERE THREADED RODS ARE NOT TO BE li�STALLED DUE TO FIELDDTH ACCEPTABLE TO PLACE A DOUBLE 2XSTUDGROUP. FASTEN STUDS TOGETHER WILE (1) ROW 1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST EDITION, "BUILDING CODE OF 10d NAILS. FASTEN THE STUDS TO THE TOP AND BOTTOM PLATES WITH (2) SPH. PLACE A 1/2" 16 REQUIREMENTS FOR REINFORCED CONCRETE", AND ACI 301, LATEST EDITION, "SPECIFICATIONS FOR STRUCTURAL ANCHOR BOLT WITH 6" EMBEDMENT WITHIN 6" 01= DOUBLE STUD GROUP. CONCRETE". Y 10. IN LOCATIONS WHERE SECOND FLOOR BEARINGIWALLS BEAR ON BEAMS/HEADERS BELOW, IT IS 2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/-) ALL CEMENT SHALL CONFORM TO ASTM 0150, ACCEPTABLE TO DRILL THE THREADED RODS THROUGH THE HEADER AND FASTEN THE BOTTOM TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE 1%" INCHES FOR FOUNDATIONS, AND 3/4" FOR ALL SLABS AND SHALL OF THE ROD WITH A 3" SQ WASHER AND NUT. CONFORM TO ASTM C33. EPDXY NOTES 3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. 1. ANCHOR BOLTS, REINFORCING STEEL, THRE/\DED RODS, STAIR HANDRAILS, AND OTHER 4. 4" 3000PSI CONCRETE SLAB WITH 6X6 W1.4 X W1.4 WWM OR 1/2" FIBERMESH OVER A 6 MIL. VAPOR BARRIER AND EMBEDDED STEEL ITEMS SHALL BE SET INTO HIARDENED CONCRETE WITH EPDXY OR EPDXY TERMITE TREATED SOIL. GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER. 5. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, COHESIVE SOILS OR ANY 2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM DRY DENSITY ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. ACCEPTABLE EPDXY PRODUCTS ARE: FOR TWO FEET BELOW THE BOTTOM OF THE FOOTING. o HILTI HY150, HILTI HSE2421, SIMPSON STRONG -TIE SET OR APPROVED EQUAL. 6. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM -A615. ALL CONCRETE REINFORCEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN FORMS AND SECURED IN PLACE IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS IN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT". AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN ACCORDANCE WITH APPLICABLE SAFETY LAWS. 7. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC., AS REQUIRED FOR D MECHANICAL TRADES BEFORE CONCRETE IS PLACED. 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 PSI AND TENSILE STRENGTH OF 2,300 PSI. 8. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", WHICHEVER IS GREATER. 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE DIAMETER OF THE STEEL MEMBER BEING INSTALLED. 9. CORNER REINFORCEMENT SHALL BE LAPPED 25". W 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO 10. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS 10.1. 3" FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH LAITANCE, DUST, DIRT, AND OIL. 10.2. 2" FOR CONCRETE EXPOSED TO EARTH AND WEATHER 10.3. 1112" FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY REINFORCEMENT. 6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE MANUFACTURER FURNISHING THE EPDXY MATE=RIALS, AND SHALL HAVE NO LESS THAN FIVE 11. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, INC., SHOULD BE USED YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE DETERMINED FROM FOUNDATION PLAN, CONTACT PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE THE ENGINEER OF RECORD. TRAINING SHALL BE SUBMITTED TO THE ENGINEI=R/ARCHITECT ALONG WITH THE PROPOSAL TO N M DO THE WORK. 12. STEM WALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF STEM WALL WILL EXCEED SIX (6) COURSES IN HEIGHT. LOAD TABLE COMPONENT AND CLADDING 13. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEM WALLS, THE TOP TWO COURSES OF STEM WALL MUST BE ROOF: DESIGN PRESSURES FILLED. LIVE LOAD: 20 0 PSF FRAMING NOTES DEAD LOAD: 7.0 PSF 1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2017 FLORIDA BUILDING CODE, CEILING: RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. LIVE LOAD: 0.0 PSF LIVE LOAD -STORAGE: 30.0 PSF 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. DEAD LOAD: 5.0 PSF 3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE ACCEPTABLE PROVIDED FLOOR: EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER OF RECORD IF EQUAL CAPACITIES ARE NOT LIVE LOAD: 40.0 PSF APPARENT. DEAD LOAD: 10.0 PSF DECK LIVE LOAD: 50.0 PSF 4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE TREATED. WIND LOADS: 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. WIND SPEED: 130 MPH EXPOSURE: C 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. IMPORTANCE: 1.0 BUILDING CATEGORY: II 7. DIMENSION LUMBER ENCLOSED BUILDING: 7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS INTERIOR PRESSURE 7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. COEFFICIENT: 0.18 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH SIMPSON ROOF PITCH: MATCH EXISTING STRONG -TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND LENGTH PER THE DETAILS. 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED BELOW: 8d = 0.131" x 2-1/2" 10d = 0.148" x 3" 12d = 0.148" x 3-1/4" 16d = 0.162" x 3-1/2" 9 WHERE FRAMING DETAILS SHOW FOOTINGS SEE F DOTING DETAILS ON THE FOUNDATION PLAN AND/OR THE FOOTING DETAILS SHEET. 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. EXTERIOR WALL STUD SPACING END ZONES, PSF BRITTLE FINISH FLEXIBLE FINISH 24.4 WALL HEIGHT (L1360) WALL HEIGHT (U120) BEARING STUD SIZE AND GRADE 8 FT 9 FT 10 FT 11 FT 12 FT 8 FT 9 FT 10 FT 11 FT 12 FT CONDITION -24.0 100-200 20.8 -24.4 20.8 -22.9 Z 2X4 SPF STUD 16 12 > �, 16 16 N U M LL LL 3;' � C ca K m ONE 2X4 NO.2 SPF 16 12 16 16 16 12 STORY of O Y N QC U 'I 0) %II►►it 2X6 SPF STUD GRD OR NO.2 16 16 16 16 16 16 16 16 16 16 -CD No 70= 2X4 SPF STUD 16 12 i' 16 12 o TWO m � 2X4 NO.2 SPF 16 12 �" I I 16 16 12 STORY 2X6 SPF STUD GRD OR N0.2 r 16 16 16 16 16 1 16 16 1 16 16 16 NOTES 1. ALL NON -CORNER STUDS LOCATED IN WALL END ZONES TO BE DOUBLED, FASTEN STUDS TOGETHER WITH 12d COMMONS AT 8" O.C. 2. NON -(BEARING WALLS MAY BE FRAMED WITH 2X STUDS AT 24" O.C. MAX. EFFECTIVE AREA, SF END ZONES, PSF INTERIOR ZONES, PSF 0-20 24.4 -32.0 24.4 -26.6 20-50 22.9 -28.8 22.9 -25.3 50-100 21.6 -27.2 21.6 -24.0 100-200 20.8 -24.4 20.8 -22.9 SHEET INDEX S1.01 COVER PAGE/FOUNDATION PLAN L -J AND DETAILS S2.01 FRAMING PLAN AND DETAILS I I O L -J LL 0 Q I I L -J I I L -J ---� �,-------I-I - ! I I j I I I I I ! 1 ! I ! I I I I ! I { I I I I I I ' UNDER I ! I! ! I UNDER B3 UNDER ! I ----- ----' t 132A 62 I 11 I I i I i I 1 I { I I I A I A A { I i I VERIFY OR INSTALL FOOTING f BELOW NEW LVL BEARING ' I I I i LOCATIONs. SEE DETAIL 1/01.01 I I I I I ! I i I I I ! I I I i I I I I I i I E I I I I i I I I I I I i I I I { ! II ► I I I I 1---_._.-... -------------- - - - - - - - - - - I I L----- -- -- - - - - - --- - - - - - i I I I FOUNDATION PLAN I I - f I 24"x24"x18" DEEP FOOTING WITH (3) #5 BARS EACH WAY 6"t 6" SEE PLAN 12" #5 DOWEL N r 6 MIL VAPOR BARRIER PROPOSED FOOTING. SEE PLAN FOR SIZE AND REINF. INTERIOR BEARING FOOTING 314" = l' -U' OFFICE COPY REVIEWED FOR CODE COMPLIAN�. CITY OF ATLANTIC BEACH S; C P,EFiMlTS FOR ADDITIONAL REQUiFiL ENTS AND CONDITIONS IF4 iF�"fED 6Y:_ %I� DATE:% d O < LL 0 Q U w WU � W Q Q m M LL U Q W m U o = LL 0 � z C� J U> a C7 a � � Q p III -i 00 d SEE PLAN 12" #5 DOWEL N r 6 MIL VAPOR BARRIER PROPOSED FOOTING. SEE PLAN FOR SIZE AND REINF. INTERIOR BEARING FOOTING 314" = l' -U' OFFICE COPY REVIEWED FOR CODE COMPLIAN�. CITY OF ATLANTIC BEACH S; C P,EFiMlTS FOR ADDITIONAL REQUiFiL ENTS AND CONDITIONS IF4 iF�"fED 6Y:_ %I� DATE:% \z W W O M LL 0 Q U w WU � W Q Q m M LL U Q W m U o = LL 0 � z C� J U> a C7 a � � Q p LL LL 00 a� Z Z) C7 c9 N U M LL LL 3;' � C ca K m m a Q (n m O N -2 c') •C c0 NU) `r of O Y N QC U 'I 0) %II►►it WAYNF o [tri '• � 2�n -CD No 70= w :• E OF' o � m � z Z Y 0 z O U o a 0 FL w (�j D 0_ W Z) O co W rn rn N M w 0 0 ¢ cn 0 z 0 v5 rn ° o w .- Z �• M m 0 \z W W O M LL 0 Q U w WU � W Q Q m M LL U Q W m U o = LL 0 � z C� J U> a C7 aC \z W Q O rn J a. U) T 0O N �c7 4)c>>9 0 C� .00> U> C7 U> a C7 p) ui o 0 0 Q p \z W Q O 0 J a. 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FLOOF; FLOOR PLAN I I 1 I , I , f , I I I I I ❑ ❑ I I , ----- ----------------------j i i EXISTING 2ND LEVEL WALL NEW 16" LVL. FASTEN TO EXISTING WITH (3) ROWS OF EXISTING CEILING JOIST. FASTEN TO LVL WITH LUS26. EXISTING 16" LVL %S %:=:V_3/4" = 1'-0" IUS HANGER AT EACH JOIST. EXISTING FLOOR JOISTS. NEW 4 -PLY 14" LVL 2 SECTION SDS SCREWS AT 12" O.C. STAGGERED. MINIMUM EDGE DISTANCE = 2" MINIMUM END DISTANCE = 2" SCREW LENGTH PER TABLE: 2 -PLY: SDS25312 3 -PLY: SDS25500 4 -PLY: SDS25600 SCREWS STAGGERED EACH FACE. LVL/BEAM. SEE PLAN FOR SPECIFICATIONS. MULTI -PLY FASTENING u -11111 rr'ITYPICAL GARAGE OPENING DETAIL FRAMING NOTES AND LEGEND PORCH/GLULAM BEAM 0 1 -STORY THREADED ROD N N 2 -STORY THREADED ROD LL 0 o INDICATES GLAZING CLASSIFIED AS END ZONE. EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF p = STRUCTURE WILL BE CLASSIFIED AS INTERIOR Lo ZONE. SEE "COMPONENT AND CLADDING DESIGN L PRESSURES," ON COVER SHEET. ABBREVIATIONS: ICR INTERMEDIATE CRIPPLES REQUIRED. HEADER TO CRIPPLES WITH SDWC15600 SCREWS. LVL 1.75" WIDE 2.0E EVEREDGE ENGINEERED LUMBER. MIR MIRROR. MSR MACHINE STRESS RATED LUMBER. O.C. ON CENTER. OSB ORIENTED STRAND BOARD. SIM SIMILAR. SPF SPRUCE PINE FIR. SPH STRUCTURAL PANEL HEADER. SYP SOUTHERN YELLOW PINE. TYP TYPICAL. UNO UNLESS NOTED OTHERWISE. CANT CANTILEVER OVERIFY OR PLACE STUD GROUP UNDER BEAM BEARING. NUMBER OF A STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS. FASTEN BEAM TO STUD GROUP WITH (2) MSTA24 OR (2) MTS20. FASTEN STUD GROUP TO FOOTING WITH LTT20B. USE 10d NAILS IN ALL HOLES AND A J"X8" ANCHOR. (3) Y" BOLTS EACH SIDE OF BEAM. EDGE OF ALL THREAD WASHER MUST BE WITHIN 3" OF THE HEADER KING STUD, TYP BOTH SIDES OF OPENING. TOP PLATE TO GARAGE HEADER CONNECTION: SIMPSON SPH AT 24" O.C. WITH (12) 10dX1-1/2" COMMONS. TOP PLATE TO KING STUD CONNECTION: (2) SIMPSON SPH WITH (12) 10dX1-1/2" COMMONS AT EACH END OF HEADER. GARAGE DOOR HEADER. SEE FRAMING PLANS FOR SIZE AND PLIES. CRIPPLES TO HEADER WITH MSTA24 WITH 10d NAILS IN ALL HOLES. FASTEN ADJACENT STUDS W/ (2) ROWS 10d COMMON NAILS @ 8" O.C., STAGGERED. FASTEN 7/16" OSB TO EXTERIOR OF RETURNS & ABOVE DOOR W/ 8d @ 3" O.C. ON EDGE, 12" O.C. IN FIELD. LTT131 FOR GARAGE HEADER CRIPPLES. ALL HOLES FILLED WITH 10d NAILS. i GARAGE SLAB \\ �// 3/4" = 1'-0" &1 — _1 ECTION 1 0 CARRYING LVL. SEE PLAN HANGING LVL. SEE PLAN . W w o � o> ❑ z Q a� 2 o E z 0 O w o d O U - w ❑ U) Z) a ❑ D CO w rn rn N M w 0 0 Q z 0 cn rn w z 0 Sheet OFFICE COPY I S2,01 w N N cM LL 0 o v z W 0 WC)Q � > Q a m M 2 w m U p = LL O Lo z L _J d � Q Sheet OFFICE COPY I S2,01 V N N C ccoo o N L a) d � M ❑ U Q O Sheet OFFICE COPY I S2,01 V N N C ccoo wQ Q_ U :3 a7 M � � C `oo 0 '- a� U cu LO CDU UM -0 c cn cu�w t at )i m'a in m o Q t�rn Amo C', 5: cq U) "t N N Y N U 0t U O m 0 ```��►1111//// 01 = - C7 ; No. 328 = P ' FF 3qg I MOO? Sheet OFFICE COPY I S2,01 Revision Request/Correction to Comments **ALL INFORMATION e_Af.,-„-„. HIGHLIGHTED IN -ifiJ , City of Atlantic Beach Building Department GRAY IS REQUIRED. 3 800 Seminole Rd, Atlantic Beach, FL 32233 -� r``'` - Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: L\ - Vi -c • �- - 0 Revision to Issued Permit OR ❑ Corrections to Comments Date: / -6�� Project Address: /0 / 6Z77e 4176.-- Contractor/Contact Name: Rosso f rf i'.a/4 P C d r651e T;4,Q - .7'413D /7g-ICO Contact Phone: p",,271/ --0172 d Email: —14C/Ci6? �fa'CA{' CC`s Description of Proposed Revision/Corrections: 7-)i)e.2) /)7 e7 i mve- /7 /2/) Z. 0 ( nr fr.7: ,r-N c"--- , ,.; I 7it)A 1c1 6 Afe" affirm the revision/correction to comments is inclusive of the ifrg•Oosg ha s. (printed name) • Will proposed revision/corrections add additional square footage to original submittal?.Building Department �0 No ❑ Yes (additional s.f.to be added: ) City of Atlantic Beach, FL • Will proposed revision/corrections add additional increase in building valto original submittal? ❑No ❑*Yes (additional increase in building value: $ W ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent. (6------- (Office (Office Use Only) ❑ Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Du $ Sv O B Revision/Plan Review Comments 0!1 TO C7 W vW LJ - 119 J.b Coppo S' g PA\-7 re)2_, Department Review Required: Building Planning&Zoning Re wed By Tree Administrator Public Works Public Utilities 3/q/26 Public Safety Date Fire Services Updated 10/17/18 ri rL`.1.0 s° Cash Register Receipt Receipt Number 75 r City of Atlantic Beach R11988 DESCRIPTION ACCOUNT I QTY PAID PermitTRAK $55.00 RES19-0350 Address: 1057 BEACH AVE APN: 170266 0000 $55.00 BUILDING FRAMING ROUGH 03/05/2020 RBE $55.00 1 BUILDING FRAMING ROUGH 03/05/2020 455-0000-322-1002 0 $55.00 RBE TOTAL FEES PAID BY RECEIPT: R11988 $55.00 Date Paid: Friday, March 13, 2020 Paid By: BOSCO BUILDING CONTRACTORS Cashier: CT Pay Method: CREDIT CARD 13 Printed: Friday, March 13, 2020 2:53 PM 1 of 1 S Tf—— ' II II II it II ii II II II II � II--- II li 71 I? i' 11 II II II a If II I! II II II II II ,1 II II ill ? 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EXISTING FLOOR JOISTS. NEW 4 -PLY 14" LVL 2 SECTION SDS SCREWS AT 12" O.C. STAGGERED. MINIMUM EDGE DISTANCE = 2" MINIMUM END DISTANCE = 2" SCREW LENGTH PER TABLE: 2 -PLY: SDS25312 3 -PLY: SDS25500 4 -PLY: SDS25600 SCREWS STAGGERED EACH FACE. LVUBEAM. SEE PLAN FOR SPECIFICATIONS. MULTI -PLY FASTENING 1-112"= T-0" EDGE OF ALL THREAD WASHER MUST BE WITHIN 3" OF THE HEADER KING STUD, TYP BOTH SIDES OF OPENING. TOP PLATE TO GARAGE HEADER CONNECTION: SIMPSON SPH AT 24" O.C. WITH (12) 10dX1-1/2" COMMONS. TOP PLATE TO KING STUD CONNECTION: (2) SIMPSON SPH WITH (12) 10dX1-1/2" COMMONS AT EACH END OF HEADER. GARAGE DOOR HEADER. SEE FRAMING PLANS FOR SIZE AND PLIES. CRIPPLES TO HEADER WITH MSTA24 WITH 10d NAILS IN ALL HOLES. FASTEN ADJACENT STUDS W/ (2) ROWS 10d COMMON NAILS @ 8" O.C., STAGGERED. FASTEN 7/16" OSB TO EXTERIOR OF RETURNS & ABOVE DOOR W/ 8d @ 3" O.C. ON EDGE, 12" O.C. IN FIELD. LTT131 FOR GARAGE HEADER CRIPPLES. ALL HOLES FILLED WITH 10d NAILS. GARAGE SLAB — _ b TYPICAL GARAGE OPENING DETAIL O d a Q FRAMING NOTES AND LEGEND m ABBREVIATIONS: ICR INTERMEDIATE CRIPPLES REQUIRED. HEADER TO CRIPPLES WITH SDWC15600 SCREWS. LVL 1.75" WIDE 2.0E EVEREDGE ENGINEERED LUMBER. MIR MIRROR. MSR MACHINE STRESS RATED LUMBER. O.C. ON CENTER. OSB ORIENTED STRAND BOARD. SIM SIMILAR. SPF SPRUCE PINE FIR. SPH STRUCTURAL PANEL HEADER. SYP SOUTHERN YELLOW PINE. TYP TYPICAL. UNO UNLESS NOTED OTHERWISE. CANT CANTILEVER OVERIFY OR PLACE STUD GROUP UNDER BEAM BEARING. NUMBER OF STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS. FASTEN BEAM TO STUD GROUP WITH (2) MSTA24 OR (2) MTS20. FASTEN STUD GROUP TO FOOTING WITH LTT20B. USE 10d NAILS IN ALL HOLES AND A J"X8" ANCHOR. 4 SECTION V-0" (3) t" BOLTS EACH SIDE OF BEAM. CARRYING LVL. SEE PLAN HANGING LVL. SEE PLAN OFFICE COPY REVISION BP#_2&3/9-0350 DATE 3 /_Iq /s2u SIGNED I-~� EXISTING 9.25" I -JOIST EXISTING 2ND LEVEL WALL 2 -PLY"' PLYWOOD SHIM AS NEEDED. NEW 16" LVL. 4"0 DRAIN PIPE EXISTING CEILING JOIST. FASTEN TO LVL WITH LUS26. 1X10X5'-0" STEEL PLATE, CENTERED ON PIPE. (2) ROWS OF 3/4"0 THROUGH BOLTS AT 8" O.C. SEE DETAIL. EXISTING 16" LVL 6 SECTION SEE ELEVATION A PORCH/GLULAM BEAM 0 1 -STORY THREADED ROD ® 2 -STORY THREADED ROD Z) w INDICATES GLAZING CLASSIFIED AS END ZONE. EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF Q STRUCTURE WILL BE CLASSIFIED AS INTERIOR Lu ZONE. SEE "COMPONENT AND CLADDING DESIGN I — PRESSURES," ON COVER SHEET. ABBREVIATIONS: ICR INTERMEDIATE CRIPPLES REQUIRED. HEADER TO CRIPPLES WITH SDWC15600 SCREWS. LVL 1.75" WIDE 2.0E EVEREDGE ENGINEERED LUMBER. MIR MIRROR. MSR MACHINE STRESS RATED LUMBER. O.C. ON CENTER. OSB ORIENTED STRAND BOARD. SIM SIMILAR. SPF SPRUCE PINE FIR. SPH STRUCTURAL PANEL HEADER. SYP SOUTHERN YELLOW PINE. TYP TYPICAL. UNO UNLESS NOTED OTHERWISE. CANT CANTILEVER OVERIFY OR PLACE STUD GROUP UNDER BEAM BEARING. NUMBER OF STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS. FASTEN BEAM TO STUD GROUP WITH (2) MSTA24 OR (2) MTS20. FASTEN STUD GROUP TO FOOTING WITH LTT20B. USE 10d NAILS IN ALL HOLES AND A J"X8" ANCHOR. 4 SECTION V-0" (3) t" BOLTS EACH SIDE OF BEAM. CARRYING LVL. SEE PLAN HANGING LVL. SEE PLAN OFFICE COPY REVISION BP#_2&3/9-0350 DATE 3 /_Iq /s2u SIGNED I-~� EXISTING 9.25" I -JOIST EXISTING 2ND LEVEL WALL 2 -PLY"' PLYWOOD SHIM AS NEEDED. NEW 16" LVL. 4"0 DRAIN PIPE EXISTING CEILING JOIST. FASTEN TO LVL WITH LUS26. 1X10X5'-0" STEEL PLATE, CENTERED ON PIPE. (2) ROWS OF 3/4"0 THROUGH BOLTS AT 8" O.C. SEE DETAIL. EXISTING 16" LVL 6 SECTION SEE ELEVATION A U- W V 'w CA O o Z) w T 1 r Q Q = Lu M I — o Fw- 0 rY 0 , 0 o> LL � Z = r 0 z _ r � Z Q m in m o M Uvmo = a0 N In w `r 0 O N U O M U �c0) IAY • FI o No 328 • �a TE OF /PF Z O w O w o d LL W 0' LL a. J w a o w E of U- W V CA CA O W Z) w T 1 r Q Q = N M I — � Z Fw- 0 o 0 , 0 O LL `n O Z = D 0 -j _ r � Z �- m in m o M Uvmo = a0 N In w `r 0 O N U- W V T M M .00 W Z) w u J Q Q = LL' W U w m Q m m U O LL `n O Z = 0 J 0 -j _ r m 0 z Z U)J J CL Q V Z W C) U c N U) T 0 o N .00 nC7 NUS r U m 2 C , C7 N c? o o � Q o 0 z Z U)J J CL Q V Z W C) U c N U) rnti U a � -16a m O L �L O O U u- u. m U cu Lf) 17111 C) c*q m 0 :3w _ r m aXi m in m o Q i-2 Uvmo = a0 N In w `r O N U O M U �c0) IAY • FI No 328 • �a TE OF /PF S2.01