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Permit Beams-Fire Wall 299 Atlantic (mshack) 2011 tit 0' �L` J a r 4 , , , , CITY OF ATLANTIC BEACH >' ,p s) 800 SEMINOLE ROAD __,t ° :.� ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5814 ' Application Number 11- 00002390 Date 7/29/11 Property Address 299 ATLANTIC BLVD A Tenant nbr, name A M SHACK Application type description COMMERCIAL ALTERATION Property Zoning TO BE UPDATED Application valuation . . . 14472 Application desc INSTALL STRUCTURAL BEAMS AND FIRE WALL Owner Contractor SOUTHCOAST CAPITAL PTNRSHP LTD GENESIS BUILDING CORP 1600 INDEPENDENT SQUARE 2158 MAYPORT RD. JACKSONVILLE FL 322025018 ATLANTIC BEACH FL 32233 (904) 241 -0320 Permit COMMERCIAL ALTERATION /OTHER Additional desc . Permit Fee . . . 125.00 Plan Check Fee . . 62.50 Issue Date . . . Valuation . . . . 14472 Expiration Date . 1/25/12 Special Notes and Comments *2007 FLORIDA BUILDING CODE W/2009 REVISIONS FLORIDA FIRE PREVENTION CODE NATIONAL ELECTRIC CODE *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. Other Fees STATE DCA SURCHARGE 2.00 STATE DBPR SURCHARGE 2.00 Fee summary Charged Paid Credited Due Permit Fee Total 125.00 125.00 .00 .00 Plan Check Total 62.50 62.50 .00 .00 Other Fee Total 4.00 4.00 .00 .00 Grand Total 191.50 191.50 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ;s 1- 4PJ City of Atlantic Beach APPLICATION NUMBER f , Building Department (To be assigned, by the Building Department.) 800 Seminole Road / },. Z 3 96 ,y. � Atlantic Beach, Florida 32233 -5445 Phone (904) 247 -5826 • Fax (904) 247 -5845 a%' E -mail: building- dept @coab.us Date routed: City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: � /-4-ze � -. ent review required Yes No p Buildin ' Applicant: qe-f2e/ 5 Planning & Zoning lam' // / Tree Administrator Project: Reia_ekts -� - Public Works Public Utilities Public Safety Fire Services /d Other Agency Review or Permit Required Review or Receipt Date d' of Permit Verified By /jam Florida Dept. of Environmental Protection -- Florida Dept. of Transportation St. Johns River Water Management District -7(-L4J Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: i � APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDINg 11 PLANNING & ZONING Reviewed by: L Date: 7-d1 - 11 TREE ADMIN. Second Review: ['Approved as revised. ['De ed. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ['Denied. Comments: Reviewed by: Date: Revised 05/14/09 BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247 -5826 Fax (904) 247 -5845 Job Address: 2%9 i - LAN7f c &V)> Permit Number: /( g Tee. Legal Description /5 -34 2t -2S -age .3S T(kN7te. Parcel # (72531- F loor Area of Sq.Ft. Sq.Ft Valuation of Work $ 14 Proposed Work heated/cooled non heated/cooled Class of Work (circle one): New Addition ta Repair Move Demolition pool/spa window /door Use of existing/proposed structures) circle one): ommerc' Residenti. If an existing structure, is a fire sprinkler system install . irde one): Yes C • N /A Florida Product Approval # For multiple products use product approval form Describe in detail the type of work to be performed: //VS1" t C. /VG, 577U C V 11JA (- 13111+4 S ei dbr i lU GN, We s`r (t /A L L S -1 Property Owner Information: rr Name: v`� • CcaRS r Ce 17At 6 7 Adess: 1 o t] /1lJD6 - rtiivei/Pr J g City #e-�1t1Vte.e.c State fa- State Phone 9O4 - fo34 E -Mail or Fax # (Optional) Contractor Information: Company Name: 6. , - _S a t, . Qualifying Agent: iv'PD S) Address: .•�L( +►_. City 17AAtT1 C C 1 State t L Zip .3Z Z-33 Office Phone ^ - 2 1- 032-0 Job Site/ Contact Number Fax # 404-2-41 - o32. fp State Certification/Registration # G1C 1 2 5D Z 12. Architect Name & Phone # $ #/,46FER , M qo4 -244 - 3100 Engineer's Name & Phone # , f ;T u c 6 eZU, F/UGtAI eE 2! N ( 1°4 - b - Z-4o Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address 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 o a permit and that all work will be pe owned to meet the standards of all laws Regulating construction in this jurisdiction. This permit becomes null and void of is not commenced within six (6f months, or if construction or work is suspended or abandoned for a period of six f6) months at any time after work is commenced I understand that separate permits must be secured for Electrical - Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, Heaters, Tanks and Air Conditioners, etc 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 RECORDING YOUR NOTICE OF COMMENCEMENT. 1 hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether spell red herein or not. The granting of a permit does not presume to gie authority to violate or cancel the provisions of any other federal, state, or local law regulating construction or the performance of construction. of Owner /7 . , Si Signature �_ Signature of Contacc Print Name Print Name �i c� Sworn to and subscribed before me Sword} to _and subscribed before me this Day of , 20 this J-S Day of .34../ 1 k.f , 20 1 :I/tap-.& Notary A P Notary Public c LA C LAUDIA S. KIRKIAND Revised 01.26.10 MY COMMISSION # EE 008208 '>'s,�•. ;A: EXPIRES: August 14, 2014 WILLIAM L POPE , � �;:•' Bonded Thru Notary Public Undenanters Notary Public, State of Florida My comm. exp. Oct 19, 2011 Comm, No. DD 714218 REVIEWED D FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH ` SEE PERMITS FOR ADDITIONAL LE, COP REQUIREMENTS AND CONDITIONS. REVIEWED BY: /2 t DATE: 2- t, , NOTICE OF COMMENCEMENT Permit No. // `) 9 ° Tax Folio No. State of Florida, County of Duval THE UNDERSIGNED hereby give notice that the improvement will be made to certain real property in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property (legal description of property and address if available): / -e / -2,5 -.29c- • 3 4 la,1Az rc# -T 27,29 4-1-(,4, 61 ✓cI 2. General Description of improvements: f n 5 /I 5 - Fri -c j k2PcArn 4 u eGifLct.c( ;Ac) tn� � �' , cA.Ict (1 Sri 1'44) Ac 3. Owner Information: a) Name and Address: 5O u Cc S1` Ccipt t-fI Pca -feks +n / too 0 inde»P l £r 341/ 3t))_ b) Interest in property: ow new c) Name and address of simple titleholder (if other than owner): 4. Contractor Information: a) Name and Address: (,sits) ,3,,d1 /r,1,inl � 2 - nie y ir 4c( f-1-1 �r c. 60 r,, �� � e b b) Phone Number: 96 ef , `// b Q ` 5. Surety Information: a) Name and Address: b) Phone Number: c) Amount of Bond: $ 6. Lender Information: a) Name and Address: b) Phone Number: L 7. Person within the State of Florida designated by owner upon whom notices or other documents may be served as provided by 71 3.13 (1)(a) 7, Florida Statutes: a) Name and Address: b) Phone Numbers of Designated Person: 8. In addition to himself /herself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)' (b), Florida Statutes. a) Name and Address: b) Phone Number of person or entity designated by owner: 9 Expiration date of Notice of Commencement (The expiration date is one (1) year from the date of Recording unless a different date is specified: WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. The foregoing instrument was acknowledged before me this° -L day of 3 �-- , 20 i / • . "244 ( 24 ; „r ; ... CLAUDIA S. KIRKIAND NOTARY PUBLIC, STATE OF FLORIDA ''�' ,i� .= MY COMMISSION R EE 008208 I k, S . 'U' P „ EXPIRES: August 14, 2014 Print Name: Lil c� I� .� : ` d: 9 " ;t - f *d �'� Bonded Thru Notary Public Underwriters X Personally Known ❑ Identification/Type: Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. / 41 / .■111ft- Doc g ` 0 ; i 1 023 i u, i■R 5■ .i soo7 Page .i 6y. Signature of Property ' Numoer Pages 1 Recorded 07 26 201 at 03:24 PM. JIM FULLER CLERK CIRCUIT COURT DUV4L COUNTY RECORDING 010 00 Revised 10/1/2009 1 1 ' . ell I 1 i ° BXUV.U4 Fire Resistance Ratings - ANSI /UL 263 Pane Bottom _ Construction /Assembly Usage Disclaimer • Design /System/ the installation Authorities Having Jurisdiction sified consulted in system, devices, and materials. as to the particular requirements covering u use nt of UL Listed ts • FiHaving an should e before construction. • Fire resistance Jurisdiction i assembemb lies ies and products are are developed the by the e design submitter and have been investigate UL for Y compliance with applicable requireent s. The published information cannot always address every construction nuance encountered in the field. specifics . W hen field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. . Use of fire resistance assemblies are advised toi consult t the general oncu Guide ng nd each group of assemblies. The Guide Information Information for each product category altemate materials and alternate methods of construction. • Only products which bear UL's Mark are considered as Classified, Li _ Listed, or Recognized. _ ~� Fire Resistance Ratings - ANSI /UL 263 1 • Li' 1 • .l : 1 -1. 1. - , ► • 1 Design No. U421 June 21, 2011 Nonbearing Wall Rating IRO 4 0 Alp . - 411 i t t oktittAtA Avi it ilk A ONLINE CERTIFICATIONS DIRECTORY BXUV.U421 Fire Resistance Ratings - ANSI/UL 263 Paoe Bottom Design /System /Construction /Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Listed or Classified products, equipment, system, devices, and materials. • Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. • When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics conceming alternate materials and altemate methods of construction. • Only products which bear UL's Mark are considered as Classified, Listed, or Recognized. Fire Resistance Ratings - ANSI/UL 263 See General Information for Fire Resistance Ratinas - ANSI /UL 263 Design No. U421 June 21, 2011 Nonbearing Wall Rating 0 - • 0 �!M%!NM t i 1 4 4 1. Floor and Ceiling Runners — (Not Shown) - Channel shaped, min 2 -1/2 in. deep when Items 4, 4A or 4B are used or 3 -5/8 in deep when Items 4C, 4D or 4E are used, with min 1 -1/4 in. long legs, fabricated from min 25 MSG corrosion - protected steel, attached to floor and ceiling with fasteners 24 In. OC max. 1A. Framing Members* - Floor and Ceiling Runners — (Not Shown) - As an alternate to Item 1 -For use with Item 2A, proprietary channel shaped, min. 2 -1/2 in. deep when Items 4, 4A or 4B are used or 3 -5/8 in deep when Items 4C or 4D are used, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, attached to floor and ceiling with fasteners 24 in. OC max. Effective thickness is 0.034 in. Not to be used with Item 4E. CLARKWESTERN BUILDING SYSTEMS INC UltraSTEEL® , 4 DIETRICH INDUSTRIES INC Ultra STEEL . As an alternate to Items 1, and lA, s - Floor and Ceiling Runner — Not shown 4A or 4B are used 1, and i deep p 8. Framing Members min 2 -1/2 in. deep when Items 4, proprietary channel shaped use d s ,with 1 -1/4 in. long legs fabricated from min 0.020 in. thick gale steel, when ed to to 4D or 4E are used spaced 24 in. OC max. f attached to floor and ceiling MARINO /WARE, DIV OF WARE INDUSTRIES INC — Viper20S" Track, vper20DTM Track TELLING INDUSTRIES LLC — Vper20STM Track, vper20DTM Track As an alternate to Items 1, 1A, and 18, Runners — Not shown — (min bare metal thickness) 1C. Framing Members* ed, min. and Ceiling — channel shaped, mlo. and e, fabricated from min. 0.0150 in. with fasteners 24 in. OC max. Not to be used with Item 4E. proprietary attached to floor and ceiling galvanized steel, Cyy proTRA CLARKWESTERN BUILDING SYSTEMS INC 1 9 DIETRICH INDUSTRIES INC DIETRICH ProTRAK" D MFCW BS L L C— ProTRAK" MBA BUILDING SUPPLIES -- ProTRAK SOUTHEASTERN STUD & COMPONENTS INC — ProTRAK when Items 4, 4A or 48 are used or 3 -5/8 In deep 2. en It Studs , 4D or 4E shaped, us min /4 In. in. deep height and when Items 4C, 4D or 4E are used, 1-1/ of 24 in. 3/4 in b� sstthanroassembly MSG corrosion- protected steel, spaced a max netary channel shaped friction -fit in place. 2A. Framing when - p Items 4C or 4D are used, fabricated Membn d - Steel n I es — 4 n 4 A o r4B are used or 3-5 8 inldeep A rop when Items 4, alvanized steel, spaced a max of 24 in. OC. fuds, min. 2 in. D eep S d from min. . less than n a s bare metal ht. Allowable thickness) g Studs attachment a h m t 3/4 m. less ent of gypsum th board only. l Effective thickness is in. Not to be used with b Item el4E. For Sired acm CLARKWESTERN BUILDING SYSTEMS INC ItraSTEELO DIETRICH INDUSTRIES INC Ultra STEEL JUL - 26 -2012 08: 00A FROM: JEFFREY SCHAEFER 9042645964 '" TO: 19042475845 P. JEFFREY E. SCHAEFER AIA ARCHITECT / GENERAL CONTRACTOR AR0005582 / CGC012058 MASTER BUILDER 1`, 1 w + July 26, 2011 q. City of Atlantic Beach Building Department Fax: 904 - 247 -5845 800 Seminole Road Atlantic Beach, FL 32233 Re: Permit Application #11 -2368 299 Atlantic Blvd Dear City of Atlantic Beach Building Department: In response -to your plan review dated July 26, 2011: 1) On July 26, 2011 I made a field inspection of work being done by the landlord's contractor: Westside: Rear (north end) is concrete block and does not need any additional drywall except between 2x10 roof joist. I will inspect that when it Is completed. Front (middle and south end) is getting metal studs and (3) layers of 5/8" gypboard per UL 263 from the 12' ceiling to the underside of the roof deck. From the ceiling to the floor should conform to UL U301 (two layers of 5/8" Type X on our side of the wall). Eastside: Rear (north end) is concrete b lock and does not need any additional drywall except between 2x10 roof joist. I will inspect that when it is completed. Front (middle and south end) is brick exterior wall above the ceiling and does not require any additional drywall. From the ceiling to the floor should conform to UL U301 (two layers of 5/8" Type X on our side of the wall). 2) Do you want me to change any notation on the plans and resubmit them? Fire Marshall's review did not call for any additional exits or increase of size of exits. 1414 PLAINFIELD AVENUE • ORANGE PARK, FLORIDA 32073 • TEL (904) 264 -3106 • FAX (904) 264 -5964 JUL -2012 08:00A FROM:JEFFREY SCHAEFER 9042645964 '! T0: 19042475845 p,2 3) North wall will be concrete block per code as shown on Sheet A -5. South wall will be impact glass storefront as shown on Sheet A -8. East and west walls are interior. 4) I have added this note on Sheet A-4 and will resubmit that sheet. 5) Sheet A-4 will be revised and resubmitted for the Fire Marshall. A) Double swing exit door near restroom has been changed to single swing door in direction of exit. B) Meat prep room door has been shifted and made smaller to reduce the conflict with exit traffic. C) Tactile signage locations have been added to Sheet A-4. D) Clarification of firewall construction per #1 above shall be forwarded to the Fire Marshall. 6) See #1 above. Please let me know if there are any other changes to the drawings that will be required before I resubmit them for permitting. W est r- • - • s, Je ey . Scha , .I.A. JES: Js 1B. Framing Members* - Floor and Ceiling Runner — Not shown - As an alternate to Items 1, and 1A, proprietary channel shaped runners, min 2 -1/2 in. deep when Items 4, 4A or 4B are used or 3 -5/8 in deep when Items 4C, 4D or 4E are used ,with 1 -1/4 in. long legs fabricated from min 0.020 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. MARINO /WARE, DIV OF WARE INDUSTRIES INC — V1per20STM Track, Viper20D`" Track TELLING INDUSTRIES L L C — Viper20S" Track, Viper2OD" Track _____go 1C. Framing Members* — Floor and Ceiling Runners — Not shown — As an alternate to Items 1, 1A, and 1B, proprietary channel shaped, min. 3 -5/8 in. wide, fabricated from min. 0.0150 in. (min bare metal thickness) galvanized steel, attached to floor and ceiling """ with fasteners 24 in. OC max. Not to be used with Item 4E. CLARKWESTERN BUILDING SYSTEMS INC(W ProTRA " 19 DIETRICH INDUSTRIES INC DIETRICH ProTRAK" DMFCWBSLLC — ProTRAK" MBA BUILDING SUPPLIES — ProTRAK SOUTHEASTERN STUD & COMPONENTS INC — ProTRAK 2. Steel Studs — Channel shaped, min 2 -1/2 in. deep when Items 4, 4A or 4B are used or 3 -5/8 in deep when Items 4C, 4D or 4E are used, 1 -1/4 in. flanges and 3/16 in. returns, fabricated from min 25 MSG corrosion- protected steel, spaced a max of 24 in. OC. Studs to be cut 3/4 in. Tess than assembly height and friction -fit in place. 2A. Framing Members* - Steel Studs — In lieu of Item 2 - For use with Item 1A - Proprietary channel shaped studs, min. 2 -1/2 in. deep when Items 4, 4A or 4B are used or 3 -5/8 in deep when Items 4C or 4D are used, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. Allowable use of studs is shown in the table below. For direct attachment of gypsum board only. Effective thickness is 0.034 in. Not to be used with Item •E. CLARKWESTERN BUILDING SYSTEMS INC ItraSTEELO DIETRICH INDUSTRIES INC Ultra STEEL 2B. Framin. mbers* - Steel Studs — Not shown - In lieu of Item 2 an. — For use with Item 1 B - proprietary chann- .aped steel studs, 1 -1/4 in. wide by min 2 -1/ . deep when Items 4, 4A or4B are used or 3 -5/8 in deep • Items 4C, 4D or 4E are used, fa. . ed from min 0.020 in. thick galv steel. Studs cut 3/8 to 3/4 in. less i •th than assembly he'• . MARINO /WARE, DIV OF WARE INDUS S INC — Viper20ST ", Viper20D" TELLING INDUS : L LC — Viper2OST ", Viper20D" 2C. Framing Members* — Steel Studs — As an alternate to Items 2, 2A and 2B, for use with Item 1C, proprietary channel shaped studs, min. 3 -5/8 in. wide, fabricated from min. 0.0150 in. (min bare metal thickness) galvanized steel, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. Not to be used with Item 4E. CLARKWESTERN BUILDING SYSTEMS INC CW ProSTUDT" ao IETRICH INDUSTRIES INC — •IETRICH ProSTUD" DMFCWBS LLC — ProSTUDT" MBA BUILDING SUPPLIES — ProSTUD r SOUTHEASTERN STUD & COMPONENTS INC — ProSTUD 3. Batts and Blankets* — Optional laced in stud cavities, any glass fiber or mineral wool insulation bearing the UL Classificat ng as to Surface Burning Characteristics and /or Fire Resistance. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 4. Gypsum Board* — Nom 5/8 in. thick gypsum panels with beveled, square or tapered edges. Base layer applied vertically or horizontally on both sides of the studs, with vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Horizontal edge joints (when applied horizontally) and horizontal butt joints (when applied vertically) on opposite sides of studs need not be staggered or backed. Base layer panels attached to studs with 1 in. long Type S or Hi -Low screws spaced 8 in. OC when applied horizontally, orb in. OC along the vertical edges and 12 in. OC in the field when applied vertically. When Items 1C and 2C are used the base layer is required to be installed vertically. Remaining two layers applied vertically or horizontally on one side of the wall. Horizontal butt joints staggered a min of 6 in. on adjacent layers. First of these two layers attached to studs with 1 -5/8 in. long Type 5 or Hi -Low screws spaced 12 in. OC. Face layer attached to studs with 2 -3/8 in. Type 5 or Hi -Low screws spaced 8 in. OC when applied horizontally, or 8 in. OC along the vertical edges and 12 in. OC in the field when applied vertically. When used in widths other than 48 in., gypsum panels to be installed horizontally. AMERICAN GYPSUM CO — Types AGX -1, M -Glass and AG -C. GEORGIA PACIFIC GYPSUM L L C — Type 9, Type 5, Type 6, Type DAP, Type DS, Type DGG, Type DAPC. © LAFARGE NORTH AMERICA INC — Type LGFC6A. PABCO BUILDING PRODUCTS LLC, DBA PABCO GYPSUM — Type PG - 11. TEMPLE INLAND — Type X, Veneer Plaster Base - Type X, Water Rated - Type X, Sheathing - Type X, Soffit - Type X, GreenGlass Type X. 4A. Gypsum Bo • — As an alternate to Item 4 - Nom 5/8 in. thick • : • m panels with beveled, square or tapered edges. Base layer • . ..plied vertically attache. -• uds with 1 in. long Type 5 or HI -Low screws 8 In. OC along the vertical edges an. .. OC in to - e d. Remaining two layers applied vertically on one side of the wall. First of these two layers atta • o studs with 1 -5/8 In. long Type S or Hi -Low screws spaced 12 in. OC. Face layer attached to studs • 2 -3/8 in. .e 5 or Hi -Low screws spaced 8 in. OC along the vertical edges and 12 In. OC in • - field. Not to be used wi - m 6, resilient channels. TEMPLE INLAND — •pe X ComfortGuard Sound Deadening Gypsum Boa •. 4B. Gypsum Board* , an alternate to Item 4, for use as the b- - ayer of boards on one or both sides of the steel studs. Nom. 5/8 thick gypsum panels with bevel- •, square or tapered edges secured as described in Item 4. When use. '• widths other than 48 i.., gypsum panels to be installed horizontally. CGC INC — 5/8 in. thick Type AR, C, IP -A P -X1 •-X2, IPC -AR, SCX, SHX, WRX or WRC. UNITED STATES GYPSUM CO — 5/8 ' . thick Type AR, C, :X-G, IP -AR, IP -X1, IP -X2, IPC -AR, SCX, SHX, USGX, WRX, WRC. USG MEXICO S A D V — 5/8 in. thick Type AR, C, IP -AR, IP -X1, IP -X2, IPC -A• , X, SHX, WRX, WRC. --- - D' 4C. Gypsum Board* — As an alternate to Item 4, for use as the base layer of boards on one or both sides of the steel studs. Nom. 5/8 in. thick gypsum board applied vertically to studs with *6 x 1 -1/4 in. long bugle head screws spaced 8 in. OC at the perimeter and 12 in. OC in the field of the boards. Vertical joints are centered over studs and staggered from vertical joints on opposite sides of the wall. 60 NATIONAL GYPSUM CO — Types FSK, FSK -C, FSW, FSW-6, FSW -C • 4D. Gypsu : oard* — As an alternate to Item 4, for use as the base layer of boards on one or both sides of ' the steel studs. • • m. 5/8 in. thick gypsum board applied vertically or horizontally • - • • . " en applied vertically, boards a . hed with 1 in. long T pp g ype -S bugle head screws space. = • . OC at the perimeter and 12 in. OC in the field with t st screw installed 4 in. from the board .: • es at the perimeter and 6 in. from the board edge in the field. Vertic. '•'nts are centered over s • . nd staggered from vertical joints on opposite ` sides of the wall. When applied horiz. board . ached with 1 in. Tong Type -S bugle head screws spaced 8 in. OC at the perimeter and in the n- with the 1st screw installed 4 in. from the board edge. Horizontal joints need not be staggere. • opposi - .ces or backed by steel framing. When Items 1C and 2C are used the base layer is re. • -d to be installed ve .11y. CERTAINTEED GYPSUM • — Type ProRoc Type X, ProRoc Type C CERTAI D GYPSUM CANADA INC — Type ProRoc Type X, ProRoc Abuse Resistant, ProRoc Type C 4E. , psum Board* — As an alternate to Item 4, for use as the base layer of b. .s on one or both sides of the ste- tuds Nom. 5/8 in. thick, 4 ft wide, attached to steel studs and fl., and ceiling track with 1 in. long, Type steel screws spaced 8 in. OC. along edges of board and in. OC in the field of the board. Joints Oriente. - rtically and staggered on opposite sides of th- . sembly. CERTAINTEED GYPSU NC — Types 1, EGRG, Glas • • , • roRoc Type X, ProRoc Type C. CERTAINTEED GYPSUM CAN • INC • roRoc Type C, ProRoc Type X or ProRoc Type Abuse - Resistant. %.4 NATIO GYPSUM CO — Types FSK, FSK -C, FSK -G, FSW -C, F • FSW, FSW -3, FSW -5, FSW -6. 4F. Wall and Parts • cings and Accessories* — • - - - mate to Items 4 and 4E) — Nominal 5/8 in. thick, 4 ft wide panels, app • vertica • y and secured as described in Item 4. SERIOUS MATERIA — Type QuietRo Type QuietRock QR -527. 4G. Gypsum Board* — - - n alternate to Item 4: - • or use with Items 1C and 2C) - Nom. 5/8 in. thick gypsum panels with beveled, sq i . - • - - - • edges installed as described in Item 4B. UNITED STATES GYPSUM C • Type ULX. 5. 3oint Tape and Compound — Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw heads of outer layers. Paper tape, nom 2 In. wide, embedded in first layer of compound over all joints of outer layer panels. When square-edge gypsum board is used, treatment of joints is optional. 6. Furring C els ( I, not shown, for use on the single layer side only) — Resilient furring channe bricated f 5 MSG corrosion - protected steel, spaced vertically a max of 24 in. OC. Flange po n attached to each intersecting stud with 1/2 in. long Type S -12 steel screws. 7. Caulkin Sealants* — (Option not shown) - A bead of acoustical sealant applied around the partitio erimeter for sound rol. UNITED STATES GYPSUM CO — Type AS *Bearing the UL Classification Mark Last Updated on 2011 -06 -21 _ Questions? Print this page Notice of Disclaimer Page Top Coovrioht n 2011 Underwriters Laboratories Inc.® The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Designs and /or Listings (files) must be presented in their entirety and in a non - misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "Copyright © 2011 Underwriters Laboratories Inc. ®" " ' An independent organization working for a safer world with integrity, precision and knowledge • il N Z Q O r ,[0 g T 17 T n I a JUL 28 i "_ in I 2 c w C i 7- -REMOVE AREA OF WALL BELOW 0 g , � 2 LEAVE EXISTING BOND BEAM r �'� ",- -- I co ta � . -� IN PLACE � ( 6 W m I P I II111 !_., _ . ` - BOLT BEAM TO W o m ' � .- c3' a ( V III EX ISTING (2) 2x12 BEAM — '111111 � „ IU _- 111111 w/ (3) BOLTS R o a z I III ,% (2) 2x12 BEAM „I o Z REMOVE EXISTING- - " I =III COLUMN \ ju t _ —MGU 5.50111 HANGER ! Pi Ul \ ( ` \..: �� 11111 1 (4 Z s j )1 3 /4"x 11 %" LVL _ . 111111 NEW 4x4 PT COLUMN W e r c All ON ABU66 POST BASE _ o Qua L 111 , MTS24 BEAM 1 Z W ATTACH EXIST 1 RAFTERS TO ( 111111 MT POST 9 w ie BEAM WITH H8 • IPS (TYPICAL) 1' If/f � , Liu W Jam/( J P1 witit "t 1 �a 8 re 1 1E-3 I a U P LL SCALE: K " =1' -0" (U.O.N.) A DO NOT SCALE g$ THIS DRAWING p RELEASE DATE: A?f? 0& -20.11 WALL LAYOUT $ 4 I. REVISIONS: I �' A 07- 28- 11(CMF) f�I�� COPS �� REVIEWED FOR CODE COMPLIANCE 1 I 1 CITY OF ATLANTIC BEACH SEE E PERMITS FOR ADDITIONAL E DRAWN BY: REQUIREMENTS AND CONDITIONS. " NOTE: OJM I NO NEW SHEARWALLS ARE REQUIRED IN CHECKED BY: SHEET: n / JKH REVIEWED BY: 0 DATE: I �` �( THE SCOPE OF WO RK. F._ _ S -1 e DESIGN SPECIFICATIONS: Project has been designed in accordance with the 2007 Florida Building Code, Residential, and the Florida Building Code, Existing Building (as applicable), with the 2009 supplements. DESIGN CRITERIA: Wind Design Method ASCE 7 -05 Basic Wind Speed: 120 mph Building Category: II Wind Importance Factor: 1.0 Wind Exposure: B (Enclosed Structure) Building Classification: Business Building Type: Type V Construction Wind -Borne Debris: NOT located in the wind -borne debris region All wood framing has been designed in accordance with "National Design Specification (NDS) for wood construction," 2005 edition. Engineered lumber (LVL, Parallam or LSL) shall meet the following minimum material specifications: LVL or Parallam LSL E= 1,900,000 psi E= 1,550,000 psi Fb =2,600 psi Fb =2,325 psi Fc =750 psi Fc =800 psi Fv =285 psi Fv =310 psi All framing anchors and connectors noted on the structural drawings shall be manufactured by Simpson Strong -Tie or Engineer approved equal. All metal connectors and hardware which are exposed to the exterior or in contact with ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized per ASTM A153, Class C, or ASTM B695, Class 50. Scope: HTSM20 CLIP WITH Project scope consists of removing existing rear wall to allow installation of a wall -in freezer (4) ) "x 1 3" TITEN SCREWS and installation of new roof beams to allow removal of an existing column. INTO BOND BEAM (2 TOTAL) PROJECT SCOPE OF WORK IS CLASSIFIED PER EXISTING BUILDING CODE AS BOTH "ADDITION" AND "ALTERATION LEVEL (2) ".