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307 BEACH AVE - REVISION 10/26/17 ;- `- igio,. CITY OF ATLANTIC BEACH /_'t 1 it 800 Seminole Road � '` l Atlantic Beach,Florida 32233 =r•I Telephone(904)247-5800 �I FAX(904)247-5845 ::f_(-�-piles`.--`,�, REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date:/l/ alb /7 Received by: Resubmitted: Permit um : , A-5/4/.1 - tO/d Original Plans Examiner: Project Name: iap.S1/9e& /0,t, Project Address: d7 /.3,Ic% 4// Contractor: -id G ame: A/v Contact Phone : So y- y,14._- G6 r U C act e-mail: Jew ',/a_ G.,,,,G,. eon Revision/Plan Check/Permit Fee(s)Due: 50,0C) Description of Proposed Revision to Existing crmit: wzNd4 w 5 S"1-4(e7C-i,., C /4Z.,Dace.,,Ir Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signing below. I (print name) ids /? !//iG affirm that the above revision is inclusive of the propo d changes. /.2.07 gnature of Contractor/ nt(Contractor must sign if increase in valuation) Dat �^ 3/ I� Office Use Only Date: /0 — 1 % Approved: Rejected: Notified by: Plan Reviewomments: Go4lac t God {vac {an 7c, fl?k- ., 7 Ta 6 Copy C ea/ Departm1 review required Yes No �/� Buildin arming&Zoning Tree Administrator Plans Examiner Public Works ^l0– 1 • 17 Public Utilities ! — Public Safety Date Created 4/13/16 Rev.3 Fire Services PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA Project Name: Post Addition Permit # RESA 17-0010 Project Address: 307 Beach Avenue As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72,please provide the information and product approval number(s) >- for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact a,,, your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide 0 product approval may be obtained at: www.floridabuilding.or Y. V Category/Subcategory [ Manufacturer Product Description 1 Limitation of Use State# Local# I L .J A. EXTERIOR DOORS V 1. Swinging Therma Tru Fiberglass door yes 15225.5 LCL_ 2. Sliding 0 3. Sectional 4. Roll up 5. Automatic 6. Other r B. WINDOWS Z i 1. Single hung Jeld Wen `~ Premium Atlantic Vinyl no 14095.2 02. Horizontal slider (�3. Casement > 4. Double hung W 0 w $ 5. Fixed Pella Alum.Clad Wood Impact no 10026.1 IMQ z 6. Awning Pella Alum. Clad Wood Impact No 10026.5 CD 0 N 7. Pass-through 8. Projected 9. Mullion 10. Wind breaker 11. Dual action 12. Other Category/Subcategory 1 Manufacturer I Product Description jLimitation of Use State# Local# C. PANEL WALL 1. Siding Cedar Shakes 2. Soffits 3. EIFS 4. Storefronts 5. Curtain walls 6. Wall louvers 7. Glass block 8.Membrane ›- 9. 9. Greenhouse _ C- 10. Synthetic stucco 11. Other V W D. ROOFING PRODUCTS V 1. Asphalt shingles Owens Corning Asphalt Shingles yes 10674.1LL 2.Underlayments GAF Synthetic Roof Underlayment yes 15487-.1 3. Roofing fasteners O 4.Nonstructural metal roof 5.Built-up roofing 6.Modified bitumen 7. Single ply roofing A 8.Roofing tiles 9.Roofing insulation 10. Waterproofing 11. Wood shingles/shakes 12. Roofing slate 13.Liquid applied roofing 14. Cement-adhesive coats 15.Roof tile adhesive 16. Spray applied polyurethane roof 17. Other Category/Subcategory J Manufacturer Product Description (Limitation of Use State# Local# E. SHUTTERS 1.Accordion 2.Bahama 3. Storm panels 4.Colonial , 5.Roll-up 6.Equipment 7.Other }o F. STRUCTURAL COMPONENTS o U 1. Wood connector/anchor Simpson L.1J 2.Truss plates C..) 3.Engineered lumber 4.Railing o 5.Coolers-freezers 6.Concrete admixtures 7.Material —_-- --^ 8.Insulation forms 9.Plastics 10.Deck-roof 11. Wall 12. Sheds 13. Other G.SKYLIGHTS 1.Skylight • 2. Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# H.NEW EXTERIOR ENVELOPE PRODUCTS • 1. 2. In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. (Contractor Name) (Print Name) (Signae) ®— Company Name: Lang'General Contracting&Renovation, LLC V W Mailing Address: 13653 Macapa Road V U - City: Jacksonville State: Florida Zip Code: 32246 LL' Telephone Number:( ) Fax Number: ( ) Cell Phone Number: ( 904 ) 422-6690 E-mail Address: Igcr2011 @gmail.com OFFICE COPY REVISION BP# /2& 1t l? 00/0W W DATE Lc' / `3/ / z a SIGNED y!? P Q TREATMENT IS USED DN SILL PLATE ALLTHREAD ANCHORS ARE EMBEDED IN XY I x (AILING INTO SILL PLATE SHALL REQUIRE THAT COATS RODS BELOW THE TOP OF SHOE P.T. U LIPPED GALVANIZED NAILS MEETING ASTM PLATE TO PREVENT LOSS WHEN TREATMENTS OTHER w 6 SPECIFICATIONS IF BORATE TREATMENT THAN BORATE IS USED IN PRESSURE TREATMENT. W ED GALVANIZING IS NOT REQUIRED 0 Crl M CI) z 't o 0 O CV w . 1 c' a SEE NOTE 'A' - 4. BALLON 6'- 1' SWS 6'- 1' SWS 6'- 1' SWS FRAM WALL 6'- 1' SWS VI iM I I m I 5 Qi f �II� (3)2X12 3/2 O 0 tEIIII (u _ _N Z ¢(III W x�HI�—D AA/S 2 A/S-2 X X A /S-2 Q �' Q,.�IIII az - A t\ cu ,nt II uIIII _4 _ N 4 a:1Z (UI ��1III cup I Ac" d aD J11L eI I I ¢ 0 0 IIID '-N I I I I '. CU C) .� CU (III y I(32X12 3/2 H ~ Z Q IllH i i I I I' F I I I o o - s I I z I E' E" N 0 1111 H I I I I I I I I w W d c a —jjjj I I I I I I I 1 w __- (III 4. �3 2X$ CO. P lib' 12C I- � g4 • 1U N 1111 M 1111 1 a I I 1 1 1 1 I I . I z o _ I 1 I I I I I I 14 O v� --- --- 1� I t I r, I I. I 1 I 1 L.. 1111L. o (3)2X12 3/2 C7 ,.a ttO cls --------711 z fZ Q I•.. a1111 (Y d ---Y I_J lII _ 1 1 N �p a 1 O W '� xcpz a U (III a in W O 11 CD -.14111---r: ZJ N p o w-.u(III ,n A /S-2 cu _ M/S-2 N 0 ---�L711r-- ----- 2 �1 - V] L1 c-4.-4(III X > co Z7 ID (III _ au_ No 0 Z III v I C z = 0 Q 1111 0 0 -1111- _ M/S-2 X o N . III( A cud _ d (III F M (1) HDSB AND Z 7111-- - M z (1) MSTA36 FROM (III ou N - BEAM TO RIDGE POST ____ (III N Zj (III III -8'SWS 1'-9'SW$ vi' 8's 5-1/4'x14' 2.0 -9'SV a MICROLLAM LVL USE (1)MSTA12 W/(1)H2.5A F Qi --- FROM BEAM TO CRIPPLE --- AT 32'D.C. MAX (1) HTTS (1) HTTS U 4 (2) MSTA24 BEAM TO JACKS 0 AND (1)HTT4 ON EA. SIDE OF WINDOW Q Z ROOF FRAMING PLAN FRAM( 'LAN © F W rw ALL PLANS, DETAILS, AND NOTES ON THESE DRAWINGS ARE PROPRIETARY AND CAN NOT BE USED, TRANSFERED, OR C OTHERWISE REPRODUCED WITHOUT THE WRITTEN APPROVAL OF a CO BRACKETT AND ASSOCIATES, INC. OR CHARLES T. BRACKETT -L DESIGN: i" OSB W/8d's 0 3" O.C. ON EDGES & THESE STRUCTURAL SHEETS ARE TO BE WORKED WITH THE DESIGN PLANS co SEE AND TRUSS ENGINEERING BY OTHERS & PROVIDED WITH THESE DRAWINGS. ON INTERMEDIATE AND WITHIN 12" din HD3 ® EACH END OF SWS. DESIGN PLANS FOR ALL DEMINSIONS. CONTRACTOR IS TO VERIFY ALL DIMENSIONS 0 02 " OSB W/8d's 0 3" O.C. ON EDGES & AND NOTIFY THE ENGINEER OF ANY DISCREPANCY AS SOON AS POSSIBLE. ON INTERMEDIATE AND WITHIN 12" SEE 'S-2' FOR FRAMING DETAILS AND DESIGN SPECIFICATIONS.- 'S-3' 2 SEE FOR TRUSS TO TOP PLATE UPLIFT CONNECTORS. 2 ® EACH END OF SWS. m OSB W/8d's ® 3" O.C. ON EDGES & REVISION/1O/25/17 a. ON INTERMEDIATE AND WITHIN 12" 2 ® EACH END OF SWS. ' 1 r o OSB W/8d's ® 3" O.C. ON EDGES & ON INTERMEDIATE AND WITHIN 12" 03/29/2017 -2 'B EACH END OF SWS. 7'e/ ' / ' 72' 7 s-i ,/l ' OOI II A H A DENOTES A 7/16" OSB SHEAR WALL & LENGTH f-l" SWS DENOTES SHEAR WALL 8d COM. NAIUNG O /" ON EDGE AND. 0 f IN FIELD / DENOTES WINDOW AND DOOR OPENINGS I DENOTES CONVENTIONAL FRAMING ALLTHREAD RODS (ATR) 307 STEEL RODS DENOTES ATR OR STUBBIE SPACING (FEET) < 6' O.C. f—X—I WHERE SPACING IS NOT SHOWN USE AIR 0 6' MAX. AA/: DENOTES ONLY SHOWN IN SPECIFIC LOCATIONS DENOTES 3/8"0 (ATR)ALLTHREAD LOCATION • W/2x2x1/6" WASHER & 6" EMBEDMENT DENOTES 1/2"0 (ATR)ALLTHREAD LOCATION 0 W/3x3x1/8" WASHER & 6" EMBEDMENT IN MONO. AND 12" IN CMU DENOTES 5/8"0 (ATR)ALLTHREAD LOCATION W/3x3x1/4" WASHER & 9-1/2" EMBEDMENT IN MONO. AND 15" IN CMU DENOTES STUBBIE: 1/2"0 X 6" EPDXIED ATR X W/NUT & CUT WASHER. (1) AIR CAN SUBSTITUTE FOR (1) STUBBIE DENOTES FOR A FRAME OPENING HEADER SCHEDULE DENOTES (2) 2X ? W/ = HEADER W/1/2" FJTCH (2) 2X? #/# DENOTES NO. OF JACKS & KINGS EA.SIDE HEADER DENOTES END ZONE FOR WIND PRESSURE aNi NOTE "A" 9' FOR WALLS ON THE LEFT, REAR, AND RIGHT SIDE USE. A/S- (1) SDWC1515600 0 STUD TO ALL FRAMING LUMBER TO BE AS FOLLOWAAt, TO TOP PLATE O 32" O.C.. It WALLS. #2 SPF JACKS (2) SDWC1515800 O STUD TO WALL PLATES. #2 SYP NAIL EA. PLY W/0,131x3-1/4' TO BOTTOM PLATE 0 32" O.C.. ES WALL HEADERS. #2 SYP COM. OR BOX NAILS 2 6' O.C. (1) AT X 9" PLATE IT RAFTERS/JOIST. #2 SYP STAGGERED BOTTOM 32"2 IT/6" EMBEDMENT 0 0 C. MAX HEADER ATTACHMENT HEADERS UNO 0-6' USE (4) 0.131x3' NAILS NAIL EA. PLY W/0,131x3-1/4' 6-12' USE (6) 0.131x3' NAILS COM. OR BOX NAILS # 6' O.C. 12-16' USE (2) A34'S STAGGERED NOTES. ALL CLIPS & STRAPS ARE ALL EXTERIOR WALLS ARE 2X6-#2 SYP OR BETTER Z-MAX OR HOT DIPPED GALV. 2 16' O.C. OR STAINLESS STEEL> ALL HEADERS ARE #2 SYP OR ALL ALLTHREAD RODS AND BOLTS BETTER. Z-MAX OR HOT DIPPED GALV. OR STAINLESS STEEL> ROOF FRAMING NOTES: 1. ALL C❑NVENTI❑NAL FRAMING SHALL BE 4$2 OR BETTER 2. FASTER ALL RAFTERS TO PLATES W/SIMPS❑N H8 CLIPS (UNO) & TO THE PLATE W/(5)-0,131'x 3' NAILS @ EA. END. SHEAR V 4. FASTEN ALL RAFTERS AT RIDGE W/2X8 COLLAR TIES, FACE NAIL COLLAR TIE TO RAFTERS W/(7)0.131x3' NAILS, Front: USE 5. TOENAIL ALL JACK RAFTERS TO HIP AND VALLEYS W/(5) 0.131x3' SINKERS. USE E 6. ALL RIDGE, HIP, AND VALLEYS SHALL BE ONE NORMAL SIZE LARGER Rear: USE 7 THAN ADJOINING RAFTER (UNO), 12" 7, FASTER RAFTERS TO CEILING J❑IST W/(4) 0.131 x 3' NAILS USE 8. FASTER RAFTERS AND CEILING J❑IST TO TOP PLATE W/(4)0.131 x 3' Left: USE 7, TOENAIS, 12" 9. FASTEN ALL HIP & VALLEY RAFTERS W/SIMPSON MTS12 STRAPS W/(7) USE 10d's x 1 1/2' NAILS AT EA. END OF STRAP. Right: USE 12" USE