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202 Pine St RESA19-0018 Rebuild Existing Deck and Added Roof RESIDENTIAL ADDITION PERMIT PERMIT NUMBER CITY OF ATLANTIC BEACH RESA19-0018 ISSUED: 11/25/2019 800 SEMINOLE ROAD EXPIRES: 5/23/2020 ATLANTIC BEACH. FL 32233 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. 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: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: RESIDENTIAL ADDITION SINGLE 202 PINE ST OR TWO FAMILY RESIDENTIAL REBUILD EXISTING DECK $15000.00 ADDITION AND ADDED ROOF TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 170558 0000 SALTAIR SEC 03 COMPANY: ADDRESS: CITY: STATE: ZIP: LINEAR GROUP, INC 8654 HILMA RD JACKSONVILLE FL 32224 OWNER: ADDRESS: CITY: STATE: ZIP: OBANION JACQUALINE K 202 PINE ST ATLANTIC BEACH FL 32233-4014 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. LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(904-247 -5814)to request an Erosion and Sediment Control Inspection prior to start of construction. 2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. Issued Date: 11/25/2019 1 of 2 • elk' ��, RESIDENTIAL ADDITION PERMIT PERMIT NUMBER A .;:, CITY OF ATLANTIC BEACH RESA19-0018 u ISSUED: 11/25/2019 800 SEMINOLE ROAD j .0' ATLANTIC BEACH. FL 32233 EXPIRES: 5/23/2020 3 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapells,Inc.,Republic Services, Donovan Dumpsters, Phillips Containers,JDog/Dennis Junk Removal,All American Roll Off,WCA Waste Corporation). Container cannot be placed on City right-of-way. 4 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration,including sod,is required. 5 PUBLIC WORKS DECKING REMOVED INFORMATIONAL Notes: All old decking and debris must be removed from job site by Contractor. FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $130.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $65.00 BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $3.68 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.45 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL: $451.13 Issued Date: 11/25/2019 2 of 2 rS�Ly .City of Atlantic Beach APPLICATION NUMBER �5 Building Department (To be assigned by the Building Department.) -/,{ 800 Seminole Road R c 19 -ccs I 8 0 Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 - Fax(904)247-5845 --on 9- E-mail: building-dept@coab.us Date routed: Ci it. CO, i l9 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: Z-0 R kD( s-r De ailment review required Yes No uilding�1� Applicant: Ll i\- -ATL. Rix) P Hing &Zoning-- me minis ra or Project: C( u((..-1 Ck t ST g•tiC- D E ?(C_' ublic . . . n l'ublic Utilitie Ps-NDD r' s ', C R_ )0 = Public Safety 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: ❑Approved. gDenied. ❑Not applicable (Circle one.) Comments: L Jit Co►.^�Ae-r-lT `7 BUILDING PLANNING &ZONING Reviewed by: Date: 10 (O L (1 1 TREE ADMIN. Second Review: 0Apiaroved as revised. ❑Denied. nNot applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: .1-44C— 4, Date: t 45 it q FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ['Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 Building Permit Application Updated 10/9/18 +4City of Atlantic Beach Building Department **ALL INFORMATION 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY -on 9e IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab.us Job Address: 2-OZ r 1 yt `.)tree_ � Permit Number: K LS (C� LJ U ► Lor Legal Description ' $S---h! to i( 1b-Z5-ZR E 5�41�a�Y- ' '�_3 2..S RE# / 7/? `; Valuation of Work(Replacement Cost)$ /5 /L Heated/Cooled SF Non-Heated/Cooled • Class of Work: ❑New ❑Addition If Iteration ❑Repair ❑Move ❑Demo ❑Pool ❑Window/Door • Use of existing/proposed structure(s): ❑Commercial lg'kesidential • If an existing structure, is a fire sprinkler system installed?: ❑Yes 13jNo • Will tree(s) be removed in association with proposed project? ❑Yes(must submit separate Tree Removal Permit) Slo � Describe in detail the type of work to be performed: b 64;3,1_ - d V �G Florida Product Approval# for multiple products use product approval form Property Owner Information Name .A�rIJaiine V. -C ? to tOr\1 Address 2_D2 Rrve. St-reek- City / Ac -t-iL Ai._11 State l=L- Zip 322_3:3 Phone 9O -,-17O--O5 '7 E-mail,Qc eie jl5Ic1. (5drlai t i c.crvrt, Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) OW N Contractor Information n Name of Cowany �;AlaQr Group -LA c, Qualifying Agent jo S e k 54Y`►-it Address t3C'Sq i rei,a (L- City , State pc- Zip 22-S/Y Office Phone g'o c( 3 2:2— I L (3 Job Site Contact Number `30 l( 322 /C, /3 State Certification/Registration 13-1)--0 ' E-Mail , - - -// • Architect Name&Phone# 101 (I't t So 6-7 "? S-6'1 Engineer's Name&Phone# Workers Compensation Insurer OR Exempt VExpiration 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 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 RECORDING YOUR TICE OF COMMENCEMENT. fr (Signature of Owner or Agent) (Signature of Contractor) Signed and sworn to(or affirmed) before me this ( C) day of Sime rid s to , -d) •- ore a this day of •t rikr, 2-0►9 , by a Lin W100d , �I 'At' _� flu e i rte-•• (Signature of Notary`��y) lithi Tp_r lif'� - '4 .!)i_ESPERGER y•., KAITLYNMOODY :IOUs rr 924951 )ctober 6 2019 [ Personally Known OR :�=CommisMOson#GG 174952 [ ] Personally;KrtoidM"bR [ ] Produced Identification r Epees February.5,2021 [ ] Pro�lucgA) t43. y - c+ °•` Bonded Tin Tiny Fain Insurance 800-585-1019 Type of Identification: -"ICJ ( 3G- 9/AType of Identification: yp rr �s f CITY OF ATLANTIC BEACH . ., 800 SEMINOLE ROAD Z ATLANTIC BEACH,FL 32233 (904)247-5800 111,)," BUILDING DEPARTMENT REVIEW COMMENTS Date: 10/02/19 Permit#: RESA19-0018 Applicant: Linear Group Site Address: 202 Pine Address: 8659 Hilma Rd Review: 1 Phone: (904)322-1613 RE#: 170558 0000 Email: joeystrange@gmail.com THIS BUILDING DEPARTMENT REVIEW IS ONE OF 4 DEPARTMENT REVIEWS. PLEASE FIND ALL DEPARTMENT REVIEWS AND ADDRESS ALL COMMENTS. Correction Comments: Application is disapproved for the following issues: 1. The Product Approval Number provided, FL 5293, has 115 pages and describes numerous systems. Please provide the Evaluation Report and indicate the specific materials and installation methods for both the roofmg and deck waterproofing, including edge and penetration details. 2. The uplift forces more than double on the existing posts and footings. Designer of Record should provide details of existing footings, connections, and uplift calculations. Dan Arlington, CBO (904)247-5813 darlington@coab.us 1 ALL Revision Request/Correction to Comments **HIGHLI HIED I ON ,:;:1qii14 ��?: HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. ti� 800 Seminole Rd, Atlantic Beach, FL 32233 ri / Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: k Es Pk. ( `"i - L'(: ❑ Revision to Issued Permit OR '✓ Corrections to Comments Date: ' -/11*---- /1 Project Address: 'i-c7,- ft N 6J Contractor/Contact Name: e.-;n G.ate- C roc, i P 4-4.c......_ Contact Phone: _LvCi Tat- /co1J Email: 30-eiS4Thne_ 46) 7 c,,.,) -Cc.�►-i Description of Proposed Revision/Corrections: Rd440/Lt cep IJ Q±- 4 i2 C0 i']`64-2-i-Mraf p ac c c-4- oipprocJ % •te—d • ;4 r C)C I affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? L2/No ❑ Yes (additional s.f.to be added: ) • Wil roposed revision/corrections add additional increase in building value to original submittal? No ❑*Yes (additional increase in building alue: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) ❑ Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ S0• CLQ Revision/Plan Review Comments Department Review Required: t :7 k,.-. CBuilding-----) Planning&Zoning Reviewed By Tree Administrator OCT 1 7 2019 Public Works _ Public Utilities l OZ7 q l Public Safety Building Department D to Fire Services City of Atlantic Reach, FL Updated 10/17/18 1 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 2 800 Seminole Road I ' �' Atlantic Beach, Florida 32233-5445 CS l -cot 8 V. �� Phone(904)247-5826 Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: q iL � 1 �� City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: Z-0 De artment review required Yes No uildin Applicant: L1 NGAg__ C1 jLOQ P _ nning &Zoning) (— f� ree A.minis ra or Project: '�C l�(l-r) t S�r tiC� 1� L� ublic ( iti ublic Utilitie P-c.)c)1✓ Public Safety 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: Approved. ❑Denied. ['Not applicable (Circle one.) Comments: BUILDING A••- PLANNING PLANNING &ZONING Reviewed by: Date: 9 ^Zs I'1 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 rSL�;y� City of Atlantic Beach APPLICATION NUMBER r5S Building Department (To be assigned by the Building Department.) '' ' 800 Seminole Road r� Atlantic Beach, Florida 32233-5445 REP l tQ -00( 8 0 � Phone(904)247-5826• Fax(904)247-5845 ;71/71111111r,' E-mail: building-dept@coab.us Date routed: Ci 1 C tQ City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: Z.-0Z_ Pi De ent review required Yes No ` uildinq i __� Applicant: LI ivy c j7 f2-00 P nning & Zoning) ree minis ra or Project: RC. (Uc L-C) Ek t jr rvC1 E ?1C_ ublic ublic Utilitie�i c.Th 2.C)OF Public Safety 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: ❑Approved. ❑Denied. I Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: 9-3D TREE ADMIN. Second Review: Approved as revise . ❑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 • City of Atlantic Beach ECLAPPLICATION NUMBER 111-1046 Building Department '"' (To be assigned by the Building Department.) 800 Seminole Road {� h - �� Atlantic Beach, Florida 32233-5445 SEP 2 0 20r: 1\ CS(—S -00( Phone(904)247-5826 • Fax(904)247-5845 /1L o;� q;� E-mail: building-dept@coab.us Date routed: l City web-site: http://www.coab.us .— APPLICATION REVIEW AND TRACKING FORM Property Address: Zo R >c)� -7 De• . . ent review required Yes No ` uildin• Applicant: LI N�f��2 faCu =ening &Zoning free •'minis ra or Project: v � Ul 1, k I s r Eli • ;ublic eublic Utilitie 200P- Public Safety r" 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: ['Approved. -Senied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed . / //� _i late' TREE ADMIN. Second Review: 1?Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: •— � GGsS4^ te: FIRE SERVICES Third Review: approved as revised. ❑Denied. ['Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 i ,a'' . .P - A I ---1-6171r---r44 iv- J/-)x '- 7 -t.na --Alm cfchi ' t rei ®E _• ilei WPA I -1=j1J- : Viti— 7:1,4 fi -; —1„ .,00A I , ---ey--x—trei_:110/1,9 ., ,r3:// 1 -:, 7-, Vi _ I 1 la )4, -f 2 -Ire 1,4 2 G X /l _ IJ )415'Y b` ;-, ‘ i f,./-'f / ; -- f X 27 1/# ' J 1` yf7l 9/ ^ 1 x I ht 141i n 7/ 4 = d ltd it 3P,,,i1/ LOT 525, SECTION No. 3 SALTAIR, AS RECORDED IN PLAT BOOK 10, PAGE 16, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: JEFF O'BANION & JACKQUALINE K. O'BANION REVISED LOT 513 50.00' (PLAT) LOT 512 N 23'06'10" E 50.24' (MEASURED) c- 4i, 0.1' A N `0.1' ..141.6' i 1 •i �"`^ � LOT AREA = 5033.2 SQUARE FEET IMPERVIOUS AREA: zyi oti t 4, ..•• C CONCRETE = 1563.6 SQUARE FEET ~-; POOL 7` PAVERS = 602.9 SQUARE FEET t - TOTAL = 2166.5 SQUARE FEET `2.3' ,•j- - NON-IMPERVIOUS AREA: }o l;i y` ; e/---1 ,...4,•. GROUND = 2535.7 SQUARE FEET ♦,�; 33 3 sn^ POOL = 331.02 SQUARE FEET rt; y ♦,♦� ;6 W TOTAL = 2866.7 SQUARE FEET ce i.:_--:-.'...i.:?:-`- ': Poa `zs' „*..s,I♦,I �,o PATO Q �- c��, � aEOU PMENT j♦j ♦�♦$♦� ♦�,- 3.1' w < iv.to I A Q\ 3�_ l ' W. .'-..„...,,m z ia,& 4 .41, ct .� v... LL \� PAD ♦ v ♦ ♦ ♦ ' ♦ O_ W3<;•.•O 1. 27.6' PAVERS -..' O l J NCJIltrikii •r:. -`:'. 0.3',. WM__ 7�1 — O �-f��t`'`A c .cas 1 >g g.--:—:-: o.z' Y ;� :, TWO STORY w Qv-O 14 n FRAME •'0'•;='..::.. , POSTED #202 M 'o LOT 524 ....:.: ' S9 Li.' 'by •"i A/C z - �� 1 r .,•3 <�,..� 0 PSD COVERED. _ W n f :::-....:..4,.:::.-::- V 75.0• 16.2' ENTRY c,`g _— OK ^ h' 0' 11.61. x 4: O C.y`.51;1.Q1v �,�,p 6. o ,,6 b 7.3— o (, Deji'vj Iw :cry ND Y 13,0V • .Z ♦h'f.' ". - .. 4 • ;. ZA N OVER ,.......,:,..........,„4. '' LOT 525 n(v j V 0 59 ft w••<+y . ° D k.. CORNER S 23'08'13" W ui 47 LEGEND: < .,.:. 5'` } 50.01' (MEASURED) —X— - F? tC41. ,,4. 50.00' (PLAT) t' ACOFCURB y645� . y�.': Q = CONCRETE / �• - �? -•'� mCF OF A51'HALT:`.�; .-.. O-gT 1/2'REHAi STAMPED PSM/6/46 • -FOUND 1/2•IRON PPE NO IDENTIFICATION •'_'.$' _ - - (UNLESS OTNERWSE.EXISTING FLOW UNE NOTED) `. ''PINESTREET_:"-::< II 4•x4 CONCRETE MONUMENT : - - -yy' (50 RIGHT OF WAY).,•6 _ '`-•.'.:.:• ^' •38'SANTARY A/C = MR CONOITIONER ....n."....>r'-�SEl1ER YANHQI.E r ''..::',::,....-1.%:2'.‘--.',-.• .,,_��.'_•...��'�:' W 9. yAT1CN-5.7$ - :BENCHMARK ((DIRECTION)R v . SET NAIL t 0151( ,' EXISTING OEVATWNS �•EIEVATON� 5.86'^`- PRC = POINT OF REVERSE CURVATURE -. ••• :._, NAVD 1986 :.:.-.'..- PCC - POINT OF CONFOUND CURVATURE • - _ .. PC - POINT OF CURVATURE PT POINT OF TANGENCY NOTES: REVISIONS 1. BEARINGS ARE BASED ON THE ASSUMED BEARING OF S 67'00'00 E ALONG __ NORTHERLY BOUNDARY LINE OF SUB.ECT PARCEL_ --- - — - --- - _ _ v.4 _I PION TF -------------- 1b ' F' 4 r�� —,11. tr - + . _ �Q- Q i _ i' r 1 ,4, 1 ,_::,.. , t / 7 a . . _ ...._,......4 / ,..t, / _ . ., .Z•9J E.,, . . __,_ ,____- . ti ';'*1444Ztj -In 1 Iii- i_ ‘)11-II!) ... )rakte--7 i-z it; i *--,r41.1,..,,x. 1 1 .,:-.- 7 .- ,E-L__ _pi. . i . f, ,,,. -tom -~ ,. . • �.._.. _ { I i 1 1 1/1.570‹x� j 1 IIIF it. "Mk.. 11111•410•01•MIOW -.1101,. 111 I . OPEN TO BELOW tt CONY I jF _ ILI BEDROOM BATH . I 1 I ' PATIO 1 I\ 1 sli • 1 i I , ,_ __I _ I-- _.1 ' ! r • ----_-- -- - 7 TT,---1---, ii i ,... 1 ,- tclpi i,. 1.10:41-14, _ i I I 1 ! r iADDITiokl. . p -I ' , i i I , ' i 1 Ay-ir-r- Poe---r, st.,' "- .. 1 ! ; .iiiili : i ! litt TR ----4- 111611 le- F ,,,. . A PO 11-104 jkg LOOP DLA\ Ai7i-riol,i. ci...........i. MEY ARC fITEC. THIRD ST. 246-SC MVILLE BEACH , FLOR October 14, 2019 City of Atlantic Beach Building Department plan Review Comments Project : Entry Addition 202 Pine Street Atlantic Beach The following is a response to the plan review comments : 1. Designed for Basic Wind Speed = 130 mph Building Classification II Exposure C MWFRS Max Design Pressures +29.31, -26.4! Footing requirement for uplift under columns = 2.5' x 2.5' x 1' ( the weight of the exist building and reinforced concrete is 150 lbs / ft cubed ) RRev%S'tQN 00tED Thank you for your help to resolve this. , n^TF_ 1 0 � . / I :1....-=-:;.7...:„.,,:,._::,& s.-,f ,.., .:, ,_ Itioxi 12 -. a . - E V .: y I �� v rsu�;r 4fir~ ' PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA (*REQUIRED) *Project Address: 2 l?`, /le. S- A neaz4- L ct.,,t L 6(.,(,,, C.- Permit#: *Owner/Project Name: r—t1,',Q„ 0 Cb ,;0"eN 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 your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at:www.floridabuilding.org. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A. EXTERIOR DOORS 1. Swinging 2.Sliding 3.Sectional 4. Garage Roll-Up 5.Automatic - 6. Other B.WINDOWS - 1.Single hung 2. Horizontal slider 3. Casement 4. Double hung - 5. Fixed 6.Awning q1c� 7. Pass-through 8. Projected /C Z4‘� 9. Mullion 0 10 10.Wind breaker 1i 11. Dual action 12. Other Page 1 of 4 Updated 10/17/18 Category/Subcategory 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 F.STRUCTURAL COMPONENTS 1.Wood connector/anchor 2.Truss plates 3. Engineered lumber 4. Railing 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 O^" H. NEW EXTERIOR ENVELOPE PRODUCTS � 1. 2. Page 3 of 4 Updated 10/17/18 -1-1N.'",rtqc TRINITY ERD TABLE 1A: WOOD DECKS-NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE A-1.: BONDED INSULATION,BONDED ROOF COVER System Deck Base insulation Layer Top Insulation Layer No. (Note 1) Type Attach Roof Cover(Note 14) Type Attach Min.19/32-Inch Min.1.5-inch " Cap MOP(psi) W-1. plywood or OSB at max. EnergyGuard RA, Min.0.5-inch Structodek High EnergyGuard RA, GAF 2-Part Density Fiberboard Roof GAF 2-Part BP-M,SBS-AA (Optional)One Sr more SBS-AA,SBS-TA or 24-inch span Insulation BP-AA,SBS-AA,SBS-TA EnergyGuard RN or APP-TA APP-TA -52.5 Min.19/32-inch Min.1.5-inch Min.0.25-inch Dens Deck, W 2• plywood or OSB at max. EnergyGuard RA, Dens Deck Prime or (Optional)One or more EnergyGuard RH, GAF 2-Part GAF 2-Part BP-M,SBS-AA,SBS- 24-inch span RoofSECBoard Gypsum-Fiber TA or APP-TA BP-AA,SBS-AA,SBS-TA SBS-AA,SBS-TA or EnergyGuard RN Roof Board or APP-TA APP-TA Min.19/32-inch Min.1.5-inch Min.0,25-Inch Dens Deck, W�• plywood or OSB at max. EnergyGuard RA, Dens Deck Prime or WeatherWatch Xi EnergyGuard RH, GAF 2-Part GAF 2-Part Mat Surfaced Leak (Optional)SBS-TA,APP- w-3. span SECUROCK Gypsum-Fiber 11111111 EnergyGuard RN Roof Board Barrier TA SBS-TA,APP-TA TABLE 1B-1: WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE A-2: MEC1IANICr LLYATTACHED.ANCHOR SHEET,BONDED INSULATION,BONDED ROOF COVER System Deck Anchor Sheet No. Base Insulation Top Insulation Roof Cover(Note 14) Type Fasteners Attach CONVENTIONAL SYSTEMS:(Note Ol Type AttachType MDP EZIEMEman®ll32111 (psf) Min•1-inch Min.0.5-inch Min,15/32- min. #75 Base Sheet, 32 ga.,1- 8-inch o.c.at EnergyGuard Polylso Structodek High Inch Tri-Ply#75 Base Sheet, 5/8-inch dla. min.4-inch laps Insulation, and 8-inch o.c.In EnergyGuard Ultra Density Fiberboard W . plywood at GAFGLASt180 Ultima Base tin caps with (Optional) two,e uall PolyisoRoof Insulation or max.24- spaced, GAFGLAS Stratavent 11 ga. q y Insulation or Hot Hot BP-AA,SBS- BP-AA' F SBS-AA, spaced, Ener asphalt EnergyGuard or M Inch span Nailable Venting Base annular ring EnergyGuard RH Recover Board or Min. asphalt AA SBS-AA, SBS-TA, -45.0 Sheet,Ruberoid 20 Smooth shank nails staggered center Polyiso or min.1.5- SBS-TA, APP-TA 0.75-Inch EnergyGuard rows Inch EnergyGuard RA Perko Roof Insulation APP-TA or EnergyGuard RN (homogeneous) Min.1-Inch GAFGLAS#75 Base Sheet, 32 ga.,1- 8-inch o.c.at EnergyGuard Polyiso Min.15/32- 5/8-inch 5/32 Tri-ply#75 Base Sheet, 5/S inch dia. min.4-inch laps Insulation' Inch and 8-inch o.c.In EnergyGuard Ultra Min.0.25-inch Dens (Optional) W-5. plywood at GAFGLAS#80 Ultima Base tin caps with max.24- Sheet,GAFGLAS Stratavent 11 ga. two,equally Polyiso Insulation or -45.0 Hot Deck Prime or Hot BP-AA,SBS- BP-qq SBS-AA, Inch s an Nailable Venting Base annular ring spaced, EnergyGuard RH asphalt SECUROCK Gypsum- asphalt SBS-TA, SBS-AA, SBS-TA, p Sheet,Ruberoid 20 Smooth shank nails staggered center Polyiso or min.1,5_ Fiber Roof Board APP-TA SBS-TA, APP-TA rows Inch EnergyGuard RA APP-TA or EnergyGuard RN Exterior Research and Design,LLC.d/b/a Trinity(ERD Certificate of Authorization#9503 FBC NON-HVI-i2 EVALUATION;GAF Modified Bitumen Roof Systems Evaluation Report01506.1Revisi 18 for FL568D-R17 Prepared by: Robert Nleminen,PE-S9166 GAF;(800)766-3411 Revision 18:04/12/2017 Appendix 1,Page 5 of 85 L-. k ?-r Pk c--_ v \ ,,..-,/ TRINITY I ER® APPENDIX 1:ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE Table Deck Application Type Description 1A Wood New, Reroof(Tear-Off) or Recover C Mech.Attached Insulation, Bonded Roof Cover page 1B Wood New, Reroof(Tear-Off) or Recover D Insulated, Mech.Attached Base Sheet, Bonded Roof Cover 2 1C-1 Wood New or Reroof(Tear-Off) E Non-Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 2 1C-2 Wood New, Reroof(Tear Off) or Recover E Non-Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 2 10 Wood New or Reroof(Tear-Off) F Non-Insulated, Bonded Roof Cover 3 The followingnotes apply to the systems outlined herein: 3 1. Roof decks shall be in accordance with FBC requirements to the satisfaction of the AHJ. Wind load resistance of the roof deck shall be docume proper codified and/or FBC Approval documentation. nted through 2. Unless otherwise noted, fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: Plates. Minimum 3/4-Inch Wood Deck: OMG #12 or #14 HD with OMG 3 in. Galvalume Steel Plate or Tru-Fast DP or HD with MP-33 penetration or minimum 1-inch wood plank embedment. nch plywood 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, Polystyrene, wood fiberboard, DensDeck DuraGuard, SECUROCK Gypsum-Fiber Roof Board or SECUROCK Glass-Mat Roof Board that meets the QA requirements of F.A.C. Rule 9N-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC 2603.4.1 or 2603.8, when installed with the roof cover. perllte DensDeck, DensDeck Prime, 4. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16, and Zones 2 and 3 shall employ an attachment density designed bya professional to resist the elevated pressure criteria. Commonlyused methods are RAS 117 and FM LPDS 1-29. Assemblies marked with an asterisk* car limitations set forth in Section 2.2.11.5.1(a) of FM LPDS 1-29 for Zone 2/3 enhancements, qualified design ry the 5. For assemblies where all components are fully adhered, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no rational analysis is permitted. 6. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with TAS 105 or ANSI/SPRI FX-1. A qualified design 7. For existing substrates in a bonded recover or re-roof installation, the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive, and the existing roof system (for recover) shall be capable of resisting satisfaction of the AHJ, as documented through field uplift testing in accordance with ASTM E907, FM LPDS 1-52pANSI/SPRI9IA-pressures on 1 or TAS 124ts own merit to the 8, "MDP"= Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads.Refer to FBC 1609.1.5 for determination of design wind loads. Exterior Research and Design, LLC.d/b/a TrinitylERD Certificate of Authorization#9503 Evaluation Report Date of x.12.11 for 2/09/2-R1 Prepared by: Robert Nieminen, PE-59166 of Issuance: 12/09/2011 Appendix 1,Page 1 of 3 -- 1 - y `-.I TRINITY ERD TABLE 1A: WOOD DECKS—NEW CONSTRUCTION,REROOF(Tear-Off)or RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Roof Deck Base Insulation Top Insulation Layer NO' Layer Roof Cover Type Fasteners Attach Base Ply Cap MDP(psf) Min. 19/32"plywood at (Optional)One or 1V-1 max. 24"spans attached more layers, any Min. 3/8 inch with 8d common or ring combination, loose SECURoofOCGypsum- See Note 2 1 per 1 ft2 EasyBase (Optional) EasyStick Plus -52.5 shank nails,6"O.C. laid Fiber Roof Board EasyBase TABLE iB: WOOD DECKS—NEW CONSTRUCTION, REROOF(Tear-Off)or RECOVER SYSTEM TYPE 0: INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Roof Deck Insulation Layer Base Sheet No. Roof Cover Type Attach Type Fasteners Attach Ply Cap MDP(psf) Min. 19/32"plywood at 10-Inch o.c. In the min.4- W-2 max.24"spans attached •Any type, with 8d common or ring thickness or Loose laid EasyLay See Note 2 Inch lap and 10-inch o.c. In shank nails,6"o.c, combination two, equally spaced, EasyBase EasyStick plus 60.0 staggered center rows TABLE 1C-1: WOOD DECKS—NEW CONSTRUCTION or REROOF(Tear-Off) SYSTEM TYPE E: NON-INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System No. Roof Deck Base Sheet Roof Cover Type Fasteners Attach Ply Ca MDP(psf) Min. 19/32"plywood at max.24" 12 9a, annular ring shank nails P W-3 spans attached with Sd common EasyLay and min. 32 ga., 1-5/8" 7-Inch o.c. In the 4-inch lap and 7- nails,6"o.c, diameter tin-caps. (Ref: FBC inch o.c. In three,equally spaced, EasyBase EasyStick Plus -45.0 1517.5) staggered center rows Min. 19/32"plywood at max.24" 12 9a. annular ring shank nails W-4 spans attached with&dram Bas La and min. 32 ga., 1-5/8" 7-inch o.c.In the 4-Inch lap and 7- shank nails, 6"o.c. Easy y diameter tin-caps. (Ref: FBC inch o.c.In three,equally spaced, EasyBase EasyStick Plus -60.0 1517.5) staggered center rows Exterior Research and Design, LLC. d/b/a TrinitylERD Certificate of Authorization#9503 Evaluation Report Tte of 112.11 for 2/09/2-R1 Prepared by: Robert Nieminen,PE-59166 Date of Issuance: 12/09/2011 Appendix 1, Page 2 of 3 TRlNI`fl� ERD TABLE 1C-2: WOOD DECKS—NEW CONSTRUCTION, REROOF(Tear-Off)or RECOVER SYSTEM TYPE E: NON-INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System No. Roof Deck _ Type ■ Roof Cover minvimimmumMin. 19/32"plywood at max. 24" pay MDP(psf) spans attached with 8d common 10-Inch o.c. In the min. 4-inch lap and 10-Inch or ring shank Halls,6"o.c. See Note 2 o.c. In two,equally spaced,staggered 99ered center EasyBase EasyStick Plus -60.0 TABLE 10: WOOD DECKS—NEW CONSTRUCTION or REROOF— (Tear-Off) SYSTEM TVI>E Fr BONDED ROOF COVER System No. Roof Deck Roof Cover Base Ply 11111.111321.1111.111 ilin Min. 19/32"plywood at max. 24"spans MDP(psf) attached with 8d�a shri;nails,6" EasyBase attached o.c. (Optional)EasyBase -75.0 psf,it / Exterior Research and Design, LLC.d/b/a TrinityIERD Certificate of Authorization#9503 Prepared by: Robert Niemen, PE-59166 Evaluation Report Date of x.12.11 for 2/09/2-R1 of Issuance: 12/09/2011 Appendix 1, Page 3 of 3 MA rLS 0 41 .04 ,. 1 FIRST FLOOR PLAN Ile,"= (EXISTING) WIND LOAD NOTES Codes: Florida Building Code 2017 and ASCE-7-10 Ultimate Design Wind Speed: Vult: 130 mph Wind importance Factor: I = 1.0 Building Category: 11 Wind Exposure: C Enclosure: Enclosed Building Internal Pressure Coefficient GCpi = +.18 or -.18 Wind Pressure to Windows/ Doors (Mean Roof Height 25) Zone Effective wind areas Wind loads�sf Positive Suction Interior 10 +41.0 -44.5 20 +39.1 -42.6 50 +36.7 -40.2 100 +34.9 -38.3 End Zone 10 +41.0 -54.9 20 +39.1 -51.3 50 +36.7 -46.3 100 +34.9 -42.6 NOTE: _ AWS Design Pressure = Ultimate Pressure x 0.6 or Divide with 1.6 FRAMING NOTES 1. Timber: All wood framing shall be fabricated and installed as per AITC & TPI & National Design Specification for Wood Construction. Provide temporary top chord bracing until roof sheathing is in place. All wood members exposed to weather shall be pressure treated. Pre-engineered wood trusses shall comply with Truss Plat Institute Standard with proper dead; live and wind loads. Drawings shall be signed and sealed by professional engineer registered in the State of Florida. Provide hurricane clips at both ends of each rafter and truss. The number and size of nails connecting to wood members shall not be less than those specified in FBC 2010 Table 2304.9.1 Fastening Schedule. OPEN TO BELOW DN BALCONY BEDROOM BEDROOM BATH PATIO SECOND FLOOR PLAN 1/811= 11---o'1 (EXISTING) 9ro-iect Scope: ro j ect Area Information: i A . Site Area Gonc. Drive � Porches Tota I House Total Pr000sed Lot Goveroge Proposed Lot Goveroge I 5 U cture He i eht 4 Number of 5tor i es: ean roof Height 113F -r. umber of Stories L T� e of Construction: Type \/B-2 Unprotected Ureprinkled occupancy Class: Residential Group R3 AP livable Codes: 017 Florida Building Code- Building (6th Edition) 017 Florida Building Code- Residential (6th Edition) O14 Notionol Electrical Gode l,Uijjol Zone Information: See iNind Zone N/A lli�Ex b� G�,Q.WIh1CiLj. 1-4 er A l 517E f �(- ,N , WIND LDAV, ►� 1 fzT eco P E j1.G�rL Pt.�l11S (,Exisrlt,lG� �DDiTI�htS, �GU��p`ilOtJ Pt�ti1 -!�-4 Xe -r A-2 k5LIrYA-r tot4 h, Mzp IZ p a -rA I.4, _ R - REVIEW ED FOR CODE COMPLIANCE CITY OF ATLF TIC BEACH R ADD rjONAL SEE PERMITS REQUIREMENTS At4D CONDITIONS ,q DATE;1 O Z REVIEWED BY''= yy s LU 4 F 1 _ _I O^^ q ADD rr iow. P. T.4,xst PaST' — �4:4344� AI`s- BA*r CnO dN 2x2x (0"t7E�P 0A 0coNc- r-e�)err� W/ SE(,OND FLOOR PLAN ADPITiO�. 2-•� �Z�S ou ATI�N PLAQ 1/4'=i' -a,1 REVISIONS 13Y w 6 _a a moo" Wqg H W� t O GNU 0 n =a® m O 1 W YI D C) it r Nr 0 � o W awos �e Q o U L7 0 • N U.., �O U_P, _w v O Iii ® Q ojE Q Z a ® CL to 1,0 o� t-9 * N Qs tD OAAWN ff, . r?", r=-. CHECKEO G .Y- OATS SCALE JOS NO. SHEET Q OF SHEETS 4- f rt i NORTH ELEVATION. SOUTH ELEVATI O N SCALi� 1/4 u _ I ►_011 -.__ _ _- :�J C7�G0r2ATE !AOK C --T To MATO EAST ELEVATI 0 N r- 5CAL_ P,T• 2x 10 LEV4ei� To 15x15T11114 6,:5) LIP _Ex I S -r I QC -j L� 15 r>4 t5 F 4-1h. 1 PKAMtNG W1 L-2� 1/2" X 1::J' LAG t LTA T *- E3 —T ---1 -. i _f a J W/ I/2" TH fGK 1,446HLLe � --'5 PpGEp, GA W. MT L � - -� 4 - - - --- - - FI-Ahti-IhG z �i— r dVEIZ. Zx�G =� _. • 3 q/1✓tz 1/`z I .. 0 R i —_ -_ CZ)2xIZ BM. � 1 0 P�oGTs rJ/Q,t! GAIN. N1rW 1. TX 4 (12 I �A4 • ALT'S ATTAGN To irXlh?trl4 .... _.. Lz�2x to +, I x �n L. WALL 15r --LOW- J tJEW PT, -4X4 � PU9'i' W/ I L7C'.`Tp.1 L1 tt GB.4 4 64 . • 2x4 2 �{ 1 o G. T. •+X4 PO -vi -'n" GK 1rT x 4 AIUACH M'17, To 'Wa mbL - FeAtiF M s 44ca 13 1= oN �x �1 C-". FTG, - F 'C. A2GUf l D 4X 4 Pr>yT Ali PE P- pl eq:Mr7 ,111211 LE�Pi=izS. 5t 1: 1`�1 I� tY313P�.il1� p�� F 1 � 15f-1 t 3l J7LYwa�p �� PEcK (�� x 12 sMr�I'A 24"S1'�t? e l2u O. G 1J r?TX 1"XIbTIN� CbM t2 �, ;'S1�7J12 'J"O 1rXJ5TJJ 2X� 1�'�D, G• ! o , �.� 4 M 1s t�oV� 01/91-41 E>r t AU -20 G,P� tv: H4t�1G J ISL W �T x�• ° J ATTACH To ' t -2-)-2X1 N2.s HURerC:aNE - -- CLIP -r-{P-• _ _ = 1�d I�larts /2j1 --o i L /'' 1� 1 I I K t=1 M 2 J.MtN4 . CONVENTIONAL FRAME ROOF AREAS SNINGLE ROOFS Span Tables for No. 2 SYP Rafters CA I.V. L.AC�` No Ceiling Load -20 psf I.L.Ot-r-7 PL,10psf OL . IFA . 2x S- " SIZE 12" ac. - t6" o.c. 24" O.C. W iT4' SW Tables for No. 2 SYP Rafters - No Ceiling Joist- with Drywall Ceiling - 20 psf LL, 1S psf DL. — SIZE 12" ox- 16" 2x1 ot- _ 24' ac —��`-r 1 Span Tables for No. 2 SYP Ceiling Joist 20 psf LL, 10 psf DL SIZE 12" ox. 16" o.c. 24" ac 24Wr—•�— Span Tablas for Na 2 SYP Floor Joist 40 psf Ll„ 10 psf DL SIZE 12" o.c. 16" mt 24" ac. ZX5ti"_1A'-9"'" _'"_'— Roof Fraft Notes: 1. Clip rafters to each bearing point with SST- H2.SA clips. up to 10' span. For greater than 10' span use Simpson LTS12. 2. All ridges and valleys shall be one (1) nominal size larger than adjoining ra 3. Nail rafters to ceiling joists with 4 -.131" x 3114" nails. - 4. Nair ratters to plates with 346d common trails. S. All rafters and ceiling joist shall be No. 2 or BL SYP. FR.15.t,.�t D e I ell GALV LAq. POLT5 REVISIONS BY C�04 to 8 " v �M F" °m W I -L I•- N U 0 0 F� Z� �.m . dornw 40Id ova °IZ � 94 N0 Wad >a') �-rM9 OO N O N 0 Zo W Q p Q = CL U � ` z� Oo� n E "0 N 0 D DRAWN IF,. &. CHECKED i (*. U . OATH SCALE T4s- HAD JOB NO. SHEET i 0F y SHEETS -`� i"--- 1 0 X64"_'- i 19 SW Tables for No. 2 SYP Rafters - No Ceiling Joist- with Drywall Ceiling - 20 psf LL, 1S psf DL. — SIZE 12" ox- 16" 2x1 ot- _ 24' ac —��`-r 1 Span Tables for No. 2 SYP Ceiling Joist 20 psf LL, 10 psf DL SIZE 12" ox. 16" o.c. 24" ac 24Wr—•�— Span Tablas for Na 2 SYP Floor Joist 40 psf Ll„ 10 psf DL SIZE 12" o.c. 16" mt 24" ac. ZX5ti"_1A'-9"'" _'"_'— Roof Fraft Notes: 1. Clip rafters to each bearing point with SST- H2.SA clips. up to 10' span. For greater than 10' span use Simpson LTS12. 2. All ridges and valleys shall be one (1) nominal size larger than adjoining ra 3. Nail rafters to ceiling joists with 4 -.131" x 3114" nails. - 4. Nair ratters to plates with 346d common trails. S. All rafters and ceiling joist shall be No. 2 or BL SYP. FR.15.t,.�t D e I ell GALV LAq. POLT5 REVISIONS BY C�04 to 8 " v �M F" °m W I -L I•- N U 0 0 F� Z� �.m . dornw 40Id ova °IZ � 94 N0 Wad >a') �-rM9 OO N O N 0 Zo W Q p Q = CL U � ` z� Oo� n E "0 N 0 D DRAWN IF,. &. CHECKED i (*. U . OATH SCALE T4s- HAD JOB NO. SHEET i 0F y SHEETS ,t M15K-Tlwa 1444 PLY. M r-- t-4 E�:, RAI -J 15- 1200tz W/ It -31'x' SLoPI= 142 Mlf V41:2 . . . . . . Aw OeW 2XIO LM741FIZ 2Y,4, F=~ IA W/ALUM .2ec- 10 + vrz f 4 -r I- p I T- H:2. P5 e EA - JO 16T M-FrA 24 (2� -2)110 &M WW.APAWUl-Jt7 P. T. r-:xl-6-rIt-JG V'pr-L. 7 --- 7' - es -a4 C7 68V F;iWlt)H PrLWR T 12 t (,Z) 51M P-r7o4 (2'32X12 M. "MSTA 2-4 HU6210-2 FAC E; MOUNT r.T.Zy-9, 5MI4 VIDE - +1 or PT -4X4 RMT IST FL - 4 ey. 1 'e -sr 11,4q . P -r. -4)<+ F20r:;Fr VIAP40H 11APSI! 4411 E!Asc- t NEW 2)c2x I cork 4 IBJ C2) 141 POW C -t- INTO r7 � TA I L L O11 .C4 N.T.S. 0 44 z o J ZZ 0 woo > w ORAWN �. Ls. B. CHECKWO Giv OATE SCALE ,40!5 fAo-rep Joe NO. SHEET OF SHEETS bo 0 10 to 1 D q) O0 E. 7 E (N c 04 C 0 44 z o J ZZ 0 woo > w ORAWN �. Ls. B. CHECKWO Giv OATE SCALE ,40!5 fAo-rep Joe NO. SHEET OF SHEETS