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2341 W Oceanwalk Dr RES21-0143 Int RemodelOWNER:ADDRESS:CITY:STATE:ZIP: SMITH JOHN GREGORY 2341 W OCEANWALK DR ATLANTIC BEACH FL 32233 COMPANY:ADDRESS:CITY:STATE:ZIP: Rainier Inc 12667 Agatite Road Jacksonville Fl 32258 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 169463 1066 OCEANWALK UNIT 03 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 2341 W OCEANWALK DR RESIDENTIAL ALTERATION RESIDENTIAL REMODEL AND REMOVING LOAD BEARING WALL $165000.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BUILDING PERMIT 455-0000-322-1000 0 $675.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $337.50 STATE DBPR SURCHARGE 455-0000-208-0700 0 $15.94 STATE DCA SURCHARGE 455-0000-208-0600 0 $10.63 TOTAL: $1,089.07 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 2Issued Date: 6/3/2021 PERMIT NUMBER RES21-0143 ISSUED: 6/3/2021 EXPIRES: 11/30/2021 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 2 of 2Issued Date: 6/3/2021 PERMIT NUMBER RES21-0143 ISSUED: 6/3/2021 EXPIRES: 11/30/2021 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 Final Plumbing Final Electrical Final HVAC CC Final Final Building* Swimming Pool Steel Swimming Pool Safety Electrical Grounding & Bonding Swimming Pool Final (Bldg) Swimming Pool Final (PW) Formed Columns/ Beams* Masonry Cell Fill Structural Steel* OTHER: OTHER: OTHER: OTHER: OTHER: Power Pole Silt Fence Piers/ Stem Walls Underground Plumbing Underground Electric Foundation/ Footing Slab** Retaining Wall Footing Driveway Sewer (Building Dept) Sewer Tap (Utilities Dept) Rough Electric* Rough Plumbing/ Top Out* Rough Mechanical* House Wrap Wall Sheathing Roof Sheathing Tie-down Framing Connections Rough Framing Roofing In Progress Window/Door In-Progress Insulation Ceiling Insulation Wall Exterior Lath Stucco Scratch Coat Exterior Siding In-Progress Brick Flashing & Ties Early Power Gas Rough Gas Final* * When all rough electric, plumbing, mechanical are complete but before any work is covered up. * When all gas piping is complete and wallboard is installed but before gas is attached to any appliance. All outlets must be capped and pipe pressurized at a minimum of 15 lbs. * For new living space: When all construction work including electrical, plumbing, mechanical, exterior finish, grading, required paving and landscaping is complete and the building is ready for occupancy, but before being occupied Additional inspections may apply to your project if your project contains these elements: INSPECTIONS REQUIRED FOR BUILDING PERMITS To verify compliance with building codes, inspections of the work authorized are required at various points of the construction. The following inspections are typically required for residential projects: Date: Initial: Date: Initial: _____________________________________________________ Permit Type ____________________________________________________ Permit No. __________________________________________________________ Job Address ____________________________________________________ Contractor POST THIS CARD WITH PERMITS AND PERMIT DOCUMENTATION IN FRONT OF BUILDING Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends Building Department Public Works/Utilities Fire Department Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789 Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203 * When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all electrical, plumbing and mechanical work is in place, but before concrete is poured. * When all structural steel members are in place and all connections are complete, but before such work is covered or concealed. ** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION IN fE'1r l@N l lN E~ ~I@ ~1-iM Musr CAIi. BY 4PM PREVIOUS DAY FOR NIEXI' DAY INSPECIION DESCRIPTION ACCOUNT QTY PAID PermitTRAK $1,089.07 RES21-0143 Address: 2341 W OCEANWALK DR APN: 169463 1066 $1,089.07 BLDG SUBSEQUENT PLAN REVIEW FEES $50.00 BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BUILDING $675.00 BUILDING PERMIT 455-0000-322-1000 0 $675.00 BUILDING PLAN REVIEW $337.50 BUILDING PLAN CHECK 455-0000-322-1001 0 $337.50 STATE SURCHARGES $26.57 STATE DBPR SURCHARGE 455-0000-208-0700 0 $15.94 STATE DCA SURCHARGE 455-0000-208-0600 0 $10.63 TOTAL FEES PAID BY RECEIPT: R16001 $1,089.07 Printed: Thursday, June 3, 2021 4:23 PM Date Paid: Thursday, June 03, 2021 Paid By: Rainier Inc Pay Method: CREDIT CARD 463619024 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R16001 ~+; CENTRALSQUARE RES21-0143 11\ Building Permit Application ~ City of Atlantic Beach Building Department 800 Seminole Road, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us Updated 10/9/18 **ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. Job Address: 2341 bceanwalk Dr. 1/1/. Atianlic Beach, FL 32233 Permit Number: ___________ _ Legal Description dceanwalk Unit 3 Lot 33 RE# 169463-1066 Valuation of Work (Replacement Cost) $_1_65_,oo_o _____ Heated/Cooled SF _3_, 1_0_6 ___ Non -Heated/Cooled _6_16 ____ _ • Class of Work: □New □Addition e!Alteration □Repair □Move □Demo □Pool □Window/Door • Use of existing/proposed structure(s): □Commercial 0Residential • If an existing structure, is a fire sprinkler system installed?: □Yes fZINo • Will tree/sl be removed in association with orooosed oroiect? □YF>s /must submit seoa rate Tree Removal Permit! el No Describe in detail the type of work to be performed: Upstairs and downstairs layout change including a load-bearing wall removal, renovating kitchen and all baths, new windows and doo rs, new ba seboards and trim, new flooring and paint throughout. Florida Product Approval # ___________________ for multiple products use product approval form Property Owner Information Name Greg & Susan Smith City Atlantic Beach E-Mail susanpllck@gmail.ge,m Address 2341 Oceanwalk Dr. W. State _F~L __ Zip 32233 Phone _9_04_-_86_1_-8_4_1_5 ________ _ Owner or Agent (If Agent, Power of Attorney or Agency Letter Required) ___________________ _ Contractor Information Name of Company _R_a_.in_ie_r,_ln_c_. ____________ Qualifying Agent _J_am_e_s_L_a_m_o_ur_eu_x_. ---------- Address 5875 Mining Terrace #103 City Jacksonville . State _F_L __ Zip 32257 Office Phone 904-451-7212 Job Site Contact Number 904-891-0510 ----------------St ate Certification/Registration# QBC-1260953 E-Mail trjpp@r;:1in[er-inc,com Architect Name & Phone# ___________________________________ _ Engineer's Name & Phone# Russell Rowland, Inc. 904-503-3283 Workers Compensation Insurer GIGA.Sol~ti9!'~• Inc:;. . OR Exempt p Exp i ration Date _1,,..01_0_11...,;2.0_2_1_,,__ __ _ 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 perm it and that all work will be performed to meet the standards of all the laws regu lating 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. NO TICE : In addition to th e requ irements of this perm it, t here may b e additi o nal restri ct ions app li ca ble to this property t hat may be fo und in the public re cords of this county, an d here may be additional permits required from other governmental e ntiti es such as water management districts, state age nci es, o 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 PAY ING TWI CE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE ENCEME (Signature of Signed and sworn to (or affirmed) before me thi sc3 l.9 ""d ay of Signed and sworn to (or affirmed) before me this Z.lO"'a ay of ~n l ZQ~,bv Sc=,::, Sna1:!b ~" ,z o<cl ~e~,x ~ ~ (., 't.. :;.(91,1,lftaft .~Nf918'9r,--..o,_~ ~ture of Notary) • ,.-~-;,._v P~;·--. SHAN NON DOWNcS ~ [ ] Pers onal ly Known OR [){Produ ced Identification Type of Identification: . if';f~fft·.\ Not ary Pub lic -State of l'loric1 I'· : \:~~J..i Comm iss ion_# GG 260028 • .L" · ··?o,~'?/ My Comm . Exp.res Sep 19, 2022 \,f Personally Known OR ' ... "··Bon de d throu gh Nati on al Notal"/ Ass r . · ] Produced Identification _ . ""'fype of Identification: ...-·;:is •~;--.. SHANNON DOWN ES . ff,~;'f-;\ Not ary Publi c • St at e of Flonda l~~,f Commi ss ion# GG 26 0028 -..,~1-oF ;__f..-My Comm. Expir es Sep 19, 2022 ............ · sn. NOT ICE OF COMMENCEMENT State of _F_lo_ri_da __________ _ Tax Folio No. 169463-1066 -------------- County of _D_u_v_a_l _________ _ 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: 42-74 37-2S-29E OCEANWALK UNIT 3 LOT 33 Address of property being improved: 2341 0ceanwalk Dr W. Atlantic Beach Fl 32224 General description of improvements: Kitchen renovation, 3 bathroom renovations, load-bearinq wall removal, full window and exterior door replacement, and layout changes throughout the home Owner: John & Susan Smith Address: 2341 0ceanwalk Dr. Atlantic Beach Fl 32224 Owner's interest in site of the improvement: _P_rim_ar_y_R_e_si_de_n_c_e ________________________ _ Fee Simple Titleholder (if other than owner): N/A ------------------------------- Name:----------------------------------------- Contractor: _R_a_in_ie_r_ln_c ______________________________________ _ Address: 5875 Mining Terrace #103 Jacksonville Fl 32257 Telephone No.: _(9_0_4)_4_5_1-_7_21_2 _____ _ Fax No : ____________ _ Surety (if any) Cypress Property & Casualty Address: 12926 Gran Bay Pkwy W #200 Jacksonville Fl 32257 Amount of Bond$ _________ _ Telephone No: _(8_7_7_) 5_6_0-_5_22_4 _____ _ Fax No: ____________ _ Name and address of any person making a loan for the construction of the improvements Name: _N_/A _______________________________________ _ 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: ____________ _ 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 uni ess a different date is specified):------------------------------------------- THIS SPACE FOR RECORDER'S USE ONLY Doc# 2021129849, OR BK 19733 Page 1239, Number Pages: 1 Recorded 05/21/202L1ER09K:~~~UIT COURT DUVAL JODY PHILLIPS C COUNTY RECORDING $10.00 OWNER Signe ~~ L,k-,, Date0' / :i / I Z f Befor~~{ = . in th e County of Duval, State Of Florida, has personally appeared Su.sa c ,5cn ,tv:) Notary Public at Large, State of Florida, County of Duval. My commission expires: _Cf~/(~q~t_2._'Z-______________ _ Personally Known: -----,------,,~---c=,-------------or Produced Identification: FiOL-S 5 3 0-~'3 -(,p Z -Z(oq ~ 0 1fj}lf//·: SHANNON DOW NES , , (·· A.;.\ . , Notary Publ ic -State of Florida \j~,!_i Commission // GG 260028 ·-1.,o,~-~~/ My Comm . Expires Sep 19, 2022 Bon de d through Nationa l Notary Ass n. In addition to completing t h e a b o v e l i s t o f m a n u f a c t u r e r s , p r o d u c t d e s c r i p t i o n a n d S t a t e a p p r o v a l n u m b e r f o r t h e p r o d u c t s u s e d o n t h i s p r o j e c t , t h e Contractor shall maintain o n t h e j o b s i t e a n d a v a i l a b l e t o t h e I n s p e c t o r , a l e g i b l e c o p y o f e a c h m a n u f a c t u r e r ' s p r i n t e d s p e c i f i c a t i o n s a n d i n s t a l l a t i o n instructions along with this P r o d u c t A p p r o v a l S h e e t . I certify that this product a p p r o v a l l i s t i s t r u e a n d c o r r e c t t o t h e b e s t o f m y k n o w l e d g e . I f u r t h e r c e r t i f y t h a t u s e o f d i f f e r e n t c o m p o n e n t s o t h e r t h a n t h e ones listed in this documen t m u s t b e a p p r o v e d b y t h e B u i l d i n g O f f i c i a l . *Contractor Name (Print N a m e ) : - f : e r t J ~ t ' c . t : : - - - *Company Name: f..q_ , ~ , - e . , , . , , - ( I I ' \ . c : . • * C o n t r a c t o r S i g n a t u r e , # L *Mailing Address: S$7 f ; t , 1 , · , , , ; ' : ; j ~ - W / D 3 ~ *City: Jwo,.,,µ;/ k _ * S t a t e : F / o n k *Telephone Number: ----= ? _ O _ ' t _ . _ - _ ' - f _ ~ _ ( _ - _ 7 _ , _ _ 2 - - _ ! _ 2 - _ _ _ * E - m a i l A d d r e s s : r ; - H . · u . . - & r O J n . . i e , , , r - , • ~ c _ • C o " " " Cell Phone Number: __ C/ _ O _ l - ( _ - - - - " - I ' _ 1 - - " - f f _ - _ t . ( . . . . . . . . . . . ; . . 7 _ 7 _ , _ _ _ F a x N u m b e r : _ A J . _ _ ~ _ _ _ , ; , . . - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ P a g e 4 o f 4 U p d a t e d 1 0 / 1 7 / 1 8 R E S 2 1 - 0 1 4 3 PRODUC T A P P R O V A L I N F O R M A T I O N S H E E T F O R T H E C I T Y O F A T L A N T I C B E A C H , F L O R I D A ( * R E Q U I R E D ) *Project Address: ~ 3Lf ( D e e . a t / I , L A . J o i _ ( / < - 1 ) , , - - - : W · P e r m i t # : _ _ _ _ _ _ _ _ _ _ _ *Owner/Project Name: 5r v , , . i + L _ f - e , v i b V a : h ' o r . . . As required by Florida Statu t e 5 5 3 . 8 4 2 a n d F l o r i d a A d m i n i s t r a t i v e C o d e R u l e 9 B - 7 2 , p l e a s e p r o v i d e t h e i n f o r m a t i o n a n d p r o d u c t a p p r o v a l n u m b e r ( s ) f o r the building components li s t e d b e l o w a s a p p l i c a b l e t o t h e b u i l d i n g c o n s t r u c t i o n p r o j e c t f o r t h e p e r m i t n u m b e r l i s t e d a b o v e . Y o u s h o u l d c o n t a c t y o u r product supplier if you do n o t k n o w t h e p r o d u c t a p p r o v a l n u m b e r f o r a n y o f t h e a p p l i c a b l e l i s t e d p r o d u c t s . I n f o r m a t i o n r e g a r d i n g s t a t e w i d e p r o d u c t approval may be obtained a t : w w w . f l o r i d a b u i l d i n g . o r g . Category/Subcategory M a n u f a c t u r e r P r o d u c t D e s c r i p t i o n L i m i t a t i o n o f U s e S t a t e # L o c a l # A. EXTERIOR DOORS 1. Swinging ? l a s - h , , v o ~ : l o c A _ ' f \ 1 , 1 . . 5 ~ . q \ ~ J P , · ~ ~ , « ~ . l , 1 S - 2 1 Y : 1 2. Sliding . . _ , , V 3. Sectional 4. Garage Roll-Up 5. Automatic 6. Other B. WINDOWS 1. Single hung ~ f ~ _ _ , , _ _ ~ r · t . , , . I I , e e t ' t l c ! i i > \ . . l . . - 4 ! : . i f ~ ~ . A f 2. Horizontal slider 3. Casement : : ; i 1 " " ' 1 - f ) I r , . + - o " ' ! J S b D ( c _ . Q Y { - e _ J - 7 ' O v \ , 5 / 0 7 - 2 - . 4. 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L en <( \S) N r re: ~ r:::: F S 0 . 0 G E N E R A L N O T E S S H E E T I N D E X S 0 . 0 G E N E R A L N O T E S S 0 . 1 F O U N D A T I O N P L A N S 1 . 0 E X I S T I N G 1 S T L E V E L F R A M I N G S 1 . 1 P R O P O S E D 1 S T L E V E L F R A M I N G S 2 . 0 R O O F F R A M I N G S D . 1 D E T A I L S D E S C R I P T I O N D A T E S H E E T N U M B E R R E V I S I O N S 13241 BARTRAM PARK BLVD #601 JACKSONVILLE, FL 32258 P 904-503-3283 RUSSROW.COM C.A. No. 32756 P R O J E C T N U M B E R D E S I G N E D R E V I E W E D S H E E T N A M E A D A M K . R U S S E L L , P E F L L I C E N S E N O . 7 7 6 9 3 RAINIER, INC (904) 451-7212 WWW. RAINIER-INC.COM 0 4 - 1 9 - 2 0 2 1 A K R B D P 2 1 - 0 3 4 6 DUVAL COUNTY ATLANTIC BEACH, FL 32233 2341 OCEANWALK DRIVE W. SMITH RENOVATION T H I S I T E M H A S B E E N D I G I T A L L Y S I G N E D A N D S E A L E D B Y A D A M K . R U S S E L L , P E O N U S I N G A D I G I T A L S I G N A T U R E . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D S I G N E D A N D S E A L E D . 0 4 - 1 9 - 2 0 2 1 130(ULT)/ 101(ASD)BENCLOSEDRESIDENTIALIINO0 psfIIBD4.5GABLE ROOF-C&C DESIGN PRESSURES (ASD)LOCATIONAREA(SF)POSITIVE(ALL ZONES)ZONE 1 &2e (psf)ZONE 2n(psf)ZONE 2r(psf)ZONE 3e(psf)ZONE 3r(psf)ROOF 0-10 +11.05 -25.95 -41.39 -41.39 -41.39 -48.3011-20 +9.96 -25.95 -36.25 -36.25 -36.25 -40.6721-50 +9.60 -22.29 -29.46 -29.46 -29.46 -30.5851+ +9.60 -32.54 -40.53 -40.53 -40.53 -50.97OVERHANGS0-10- --33.67 -49.12 -49.12 -58.38 -66.3911-20- --33.67-45.95 -45.95 -50.87 -59.6021-50- --32.68-41.77 -41.77-40.94 -50.6250+- --31.93 -38.61 -38.61 -33.43 -43.82ALLOWABLE PRESSURES (ASD)=0.6*ULTa=4FT C&C DESIGN PRESSURES (ASD)LOCATIONAREA(SF)INTERIOR ZONE 4(psf)END ZONE 5(psf)WALLS,WINDOWS, &DOORS 10 +18.23 -19.77 +18.23 -24.4020 +17.40 -18.95 +17.40 -22.7650 +16.32 -17.86 +16.32 -20.59100 +15.50 -17.04 +15.50 -18.95200 +14.68 -16.22 +14.68-17.311000 +13.59 -15.14 +13.59 -15.1416FT GARAGEDOOR+14.68 -17.31SOFFITS+18.23-19.77+18.23-24.40ALLOWABLE PRESSURES (ASD)=0.6*ULTa=4FTHIP ROOF- C & C D E S I G N P R E S S U R E S ( A S D ) LOCATIONAREA(SF) P O S I T I V E ( A L L Z O N E S ) Z O N E 1 ( p s f ) Z O N E 2 e ( p s f ) Z O N E 2 r ( p s f ) Z O N E 3 ( p s f ) ROOF 0-10 + 1 3 . 5 9 - 2 4 . 4 0 - 3 3 . 6 7 - 3 3 . 6 7 - 3 3 . 6 7 11-20 + 1 1 . 7 3 - 2 1 . 6 1 - 3 0 . 1 0 - 3 0 . 1 0 - 3 0 . 1 0 21-50 + 9 . 6 0 - 1 7 . 9 3 - 2 5 . 3 7 - 2 5 . 3 7 - 2 5 . 3 7 51+ + 9 . 6 0 - 1 5 . 1 4 - 2 1 . 8 0 - 2 1 . 8 0 - 2 1 . 8 0 OVERHANGS 0-10 - - - 3 1 . 9 6 - 4 0 . 5 7 - 4 0 . 5 7 - 4 8 . 5 8 11-20 - - - 3 1 . 6 4 - 3 8 . 9 7 - 3 8 . 9 7 - 4 3 . 3 5 21-50 - - - 3 1 . 2 2 - 3 6 . 8 6 - 3 6 . 8 6 - 3 6 . 4 2 50+ - - - 3 0 . 9 0 - 3 5 . 2 7 - 3 5 . 2 7 - 3 1 . 1 9 ALLOWAB L E P R E S S U R E S ( A S D ) = 0 . 6 * U L T a = 4 F T H I P 3 3 2 r a a aa 1 GABLEWALL ZONES (GENERIC BUILDING SHOWN)aa 554 545 aaROOF ZONES (GENERIC B U I L D I N G S H O W N ) WOOD FRAMING1. ALL WOOD AND WOOD-BASED P R O D U C T S H A S B E E N D E S I G N E D I N A C C O R D A N C E W I T H NDS FOR WOOD CONSTRUCTIO N A N D N D S S U P P L E M E N T ( 2 0 1 8 ) 2. ALL STRUCTURAL SAWN LUMBE R A N D E N G I N E E R E D W O O D P R O D U C T S H A L L B E IDENTIFIED BY GRADE MARK OF A N A C C R E D I T E D L U M B E R G R A D I N G O R I N S P E C T I O N AGENCY3. ALL STRUCTURAL WOOD OR W O O D - B A S E D M E M B E R S I N C O N T A C T W I T H S O I L , CONCRETE, MASONRY, OR EXP O S E D T O W E A T H E R S H A L L B E P T A C C O R D I N G T O AWPA U1 AND/OR AWPA M4, BA S E D O N I N T E N D E D U S E . 4. REFERENCE FBC2304.10.1 FOR C O D E P R E S C R I B E D C O N N E C T I O N S . A L L F R A M I N G CONNECTIONS SPECIFIED ON P L A N A R E I N A D D I T I O N T O T H E S E M I N C O D E REQUIREMENTS R O O F , F L O O R , & W A L L S H E A T H I N G 1 . A L L W O O D S T R U C T U R A L P A N E L S H E A T H I N G S H A L L C O N F O R M T O D O C P S 1 O R D O C P S 2 2 . P A N E L S S H A L L B E I D E N T I F I E D F O R G R A D E , B O N D C L A S S I F I C A T I O N , A N D P E R F O R M A N C E C A T E G O R Y B Y A G R A D E M A R K O R C E R T I F I C A T E O F I N S P E C T I O N I S S U E D B Y A N A P P R O V E D A G E N C Y 3 . S E E F R A M I N G N O T E S F O R S H E A T H I N G T H I C K N E S S , S P A N R A T I N G , F A S T E N I N G , A N D B L O C K I N G R E Q U I R E M E N T S 4 . A L L S H E A T H I N G S H A L L B E I N S T A L L E D W I T H L O N G D I M E N S I O N ( S T R E N G T H A X I S ) P E R P E N D I C U L A R T O S U P P O R T S U N O O N P L A N CONCRETE1. ALL CONCRETE HAS BEEN DESI G N E D I N A C C O R D A N C E W I T H A C I 3 1 8 " B U I L D I N G C O D E REQUIREMENTS FOR STRUCTUR A L C O N C R E T E A N D C O M M E N T A R Y " ( 2 0 1 4 ) 2. MIXING AND DELIVERY OF CONC R E T E S H A L L C O M P L Y W I T H A C I 3 1 8 , A C I 3 0 1 , A N D A S T M C94. CONCRETE SLUMP NOT TO E X C E E D 6 " I N A C C O R D A N C E W I T H A S T M C 1 4 3 3. CONCRETE SHALL MEET THE MI N C O M P R E S S I V E S T R E N G T H ( f ' c ) A T 2 8 D A Y S A S FOLLOWS:a. SLABS ON GROUND AND FOO T I N G S f ' c = 2 , 5 0 0 p s i b. STRUCTURAL WALLS, BEAMS, A N D C O L U M N S f ' c = 3 , 0 0 0 p s i 4. STEEL REINFORCING FOR FOOTI N G S S H A L L C O M P L Y W I T H A S T M A 6 1 5 D E F O R M E D BARS AND HAVE A MIN YIELD ST R E N G T H O F 4 0 , 0 0 0 p s i ( G R A D E 4 0 ) 5. SEE FOUNDATION PLAN AND DE T A I L S F O R A L L A D D I T I O N A L C O N C R E T E A N D R E I N F REQUIREMENTS AND SPECIFICA T I O N S 6. SLABS ON GROUND SHALL BE R E I N F O R C E D P E R O N E O F T H E F O L L O W I N G M E T H O D S : a. 6x6 W1.4xW1.4 WWF SHALL PL A C E D I N T H E M I D D L E T O U P P E R T H I R D O F T H E S L A B , SUPPORTED AT A MAX 3FT S P A C I N G , A N D S H A L L C O N F O R M T O A S T M A 1 0 6 4 / A 1 0 6 4 M . EDGES SHALL BE LAPPED A M I N I M U M O F 8 " b. SYNTHETIC FIBER REINFORC E M E N T - F I B E R L E N G T H B E T W E E N 1 2 " - 2 1 4 " . D O S A G E AMOUNTS SHALL BE 0.75-3.0 P O U N D S P E R C U B I C Y A R D I N A C C O R D A N C E W I T H MANUFACTURER'S RECOMME N D A T I O N S A N D S H A L L C O M P L Y W / A S T M C 1 1 6 M E T A L C O N N E C T O R S C H E D U L E S I M P S O N U S P Q U I C K - T I E C O N N E C T I O N A T M E M B E R A N C H O R A G E H 2 . 5 T R T 7 H A 6 ( 5 ) 8 d x 1 1 2 " E A C H E N D - - H 8 R T 8 A H A 8 ( 5 ) 1 0 d x 1 1 2 " E A C H E N D - - M T S 1 2 M T W 1 2 C S M T S 1 2 ( 7 ) 1 0 d x 1 1 2 " E A C H E N D - - H T S 2 0 H T W 2 0 C S H T S 2 0 ( 1 1 ) 1 0 d x 1 1 2 " E A C H E N D - - L G T 3 - S D S 2 . 5 L U G T 3 C S L G T 3 ( 1 2 ) 1 4 " x 2 1 2 " S D S ( W S 2 5 ) T O G I R D E R ( 2 6 ) 1 6 d S I N K E R S T O S T U D S L G T 4 - S D S 3 L U G T 4 C S L G T 4 ( 1 6 ) 1 4 " x 3 " S D S ( W S 3 ) T O G I R D E R ( 3 0 ) 1 6 d S I N K E R S T O S T U D S M S T A 2 4 M S T A 2 4 C S M S 2 4 ( 9 ) 1 0 d C O M M O N E A C H E N D - - M S T A 3 6 M S T A 3 6 C S M S 3 6 ( 1 3 ) 1 0 d C O M M O N E A C H E N D - - C S 1 8 C S 2 0 C S 1 8 - 2 0 0 ( 9 ) 1 0 d C O M M O N E A C H E N D - - D T T 2 Z D T B - T Z H D T T ( 8 ) 1 4 " x 1 1 2 " W O O D S C R E W S 1 2 " Ø x 4 1 2 " S C R E W A N C H O R O R E M B E D H T T 4 H T T 4 5 H D T T 4 5 ( 1 8 ) 1 6 d x 2 1 2 " 5 8 " Ø A N C H O R W / 6 " E M B E D H T T 5 H T T 4 5 H D T T 4 5 ( 2 6 ) 1 6 d x 2 1 2 " 5 8 " Ø A N C H O R W / 6 " E M B E D A B U 4 4 Z P A U 4 4 P B A 4 4 ( 1 2 ) 1 6 d C O M M O N 5 8 " Ø A N C H O R W / 7 " E M B E D A B U 6 6 Z P A U 6 6 P B A 6 6 ( 1 2 ) 1 6 d C O M M O N 5 8 " Ø A N C H O R W / 7 " E M B E D N A I L S I Z E S S P E C I F I C A T I O N D I A M E T E R ( Ø ) L E N G T H 8 d C O M M O N 0 . 1 3 1 " 2 1 2 " R S R S - 0 1 0 . 1 1 3 " 2 3 8 " R S R S - 0 3 0 . 1 3 1 " 2 1 2 " 1 0 d x 1 1 2 " 0 . 1 4 8 " 1 1 2 " 1 0 d 0 . 1 3 1 " 3 " 1 0 d C O M M O N 0 . 1 4 8 " 3 " 1 6 d S I N K E R 0 . 1 4 8 " 3 1 4 " 1 6 d C O M M O N 0 . 1 6 2 " 3 1 2 " DESIGN CRITERIAGENERAL NOTESTHIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE FOLLOWING: - FLORIDA BUILDING CODE - RESIDENTIAL, 7TH EDITION (2020)- FLORIDA BUILDING CODE - EXISTING, 7TH EDITION (2020)- ASCE/SEI 7-16 "MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES"WIND ( Cd = 1.60)WIND SPEED (MPH) EXPOSURE CATEGORYENCLOSURE CLASSIFICATIONOCCUPANCYRISK CATEGORYWIND BOURNE DEBRISALTERATION LEVELLEVEL IISNOW ( Cd = 1.15)GROUND SNOW LOAD (pg)SEISMIC ( Cd = 1.60)RISK CATEGORYSEISMIC DESIGN CATEGORY (SDC)SITE CLASSRAIN LOAD DATARAIN INTENSITY, i (IN/HR)SOILS1. ALL SLABS ON GROUND AND FO O T I N G S H A V E B E E N D E S I G N E D A S S U M I N G NON-EXPANSIVE SOIL WITH A MI N A L L O W A B L E S O I L C A P A C I T Y O F 2 , 0 0 0 p s f 2. IT IS THE RESPONSIBILITY OF T H E C O N T R A C T O R T O O B T A I N A S O I L S I N V E S T I G A T I O N REPORT FROM A LICENSED GE O T E C H N I C A L E N G I N E E R A N D S H A L L N O T I F Y E O R I F A N Y SOIL CONDITIONS DIFFER FROM T H E A S S U M P T I O N S S T A T E D O N T H I S P L A N S E T 3. FDN'S SHALL BE FULLY SUPPOR T E D B Y U N D I S T U R B E D N A T U R A L S O I L S O R STRUCTURAL COMPACTED FILL F R E E O F O R G A N I C S , D E B R I S O R A N Y O T H E R DELETERIOUS MATERIAL.4. STRUCTURAL COMPACTED FILL S H A L L B E C O M P A C T E D T O A D E N S I T Y O F A T L E A S T 95% OF THE MODIFIED PROCTO R M A X I M U M D R Y D E N S I T Y . A L L F I L L G R E A T E R T H A N 1 2 " IN DEPTH SHALL BE INSPECTED F O R P R O P E R C O M P A C T I O N P R I O R T O C O N C R E T E POUR IN ACCORDANCE WITH A S T M D 1 5 5 7 5. SOILS SHALL BE TREATED FOR S U B T E R R A N E A N T E R M I T E S O R B Y O T H E R C O D E APPROVED TERMITE PREVENTI O N M E T H O D A N D I S T H E R E S P O N S I B I L I T Y O F T H E CONTRACTOR.6. SLABS ON GROUND SHALL BE P L A C E D O V E R A M I N 6 - M I L ( 0 . 0 0 6 " ) P O L Y E T H Y L E N E VAPOR RETARDER, ALL JOINTS S H A L L B E L A P P E D A M I N I M U M O F 6 " N O T E : A L L C O N N E C T I O N S O N P L A N S H A L L B E W / 1 0 d , U N O N O T E S : 1 . A L L C O N N E C T O R S S P E C I F I E D P E R S I M P S O N S T R O N G - T I E " W O O D C O N S T R U C T I O N C O N N E C T O R S " C A T A L O G ( 2 0 1 9 - 2 0 2 0 ) , U S P " S T R U C T U R A L C O N N E C T O R S , " 5 9 T H E D I T I O N ( 2 0 1 8 ) , & Q U I C K - T I E " P R O D U C T C A T A L O G " ( S P R I N G 2 0 2 0 ) 2 . A L L C O N N E C T O R S T O B E I N S T A L L E D P E R M A N U F A C T U R E R ' S S P E C I F I C A T I O N S 3 . A N Y C O N N E C T O R S N O T S P E C I F I E D I N T A B L E A B O V E , S H A L L B E I N S T A L L E D P E R T H E M A N U F A C T U R E R ' S S P E C I F I C A T I O N S 4 . P O S I T I V E P L A C E M E N T G U N N A I L S W / E Q U A L D I A M E T E R & M I N 2 1 2 " L O N G M A Y B E U S E D I L O C O M M O N N A I L S O N C S 1 8 S T R A P S , M S T A S T R A P S , A N D A B U P O S T B A S E A N C H O R S 5 . P L A N S P E C I F I E D C O N N E C T O R S M A Y B E S U B S T I T U T E D W / E Q U A L O R G R E A T E R A L T E R N A T I V E A S D E T E R M I N E D B Y P R O D U C T M A N U F A C T U R E R 6 . A L L P O S T - I N S T A L L E D A N D E M B E D A N C H O R S I N C O N C R E T E S H A L L B E I N S T A L L E D W / S I M P S O N S E T - X P , A T - X P , Q U I C K - T I E Q E - 1 , O R E Q U I V A L E N T 7 . F A S T E N E R S , C O N N E C T O R S , A N D A C C E S S O R I E S I N C O N T A C T W I T H P T W O O D S H A L L B E H O T - D I P P E D G A L V A N I Z E D S T E E L O R S T A I N L E S S S T E E L I N A C C O R D A N C E W I T H T H E M A N U F A C T U R E R ' S R E C O M M E N D A T I O N S 8 . I F F O R E X T E R I O R U S E O R W I T H A C Q / C A / M C A T R E A T E D W O O D , C O N N E C T O R S & F A S T E N E R S S H A L L B E H O T - D I P P E D G A L V A N I Z E D , G - 1 8 5 ( Z - M A X ) , O R S T A I N L E S S S T E E L W A T E R P R O O F I N G 1 . D E S I G N A N D I N S T A L L A T I O N O F A L L W A T E R P R O O F I N G , F L A S H I N G , A N D R O O F / W A L L C O V E R I N G A S S E M B L I E S A R E T H E R E S P O N S I B I L I T Y O F T H E C O N T R A C T O R A N D / O R A R C H I T E C T O F R E C O R D . 3e2naaaa3r3e2n3r2e12r2e12r3e2n3r3e2n3r FLOOR LOADING (Cd = 1.00) TC LLTC DLBC LLBC DLBALCONIES/DECKS 60 psf10 psf0 psf5 psfGAME ROOMS 60 psf10 psf0 psf5 psfALL OTHER AREAS 40 psf10 psf0 psf5 psf ROOF LOADING (Cd = 1.25)TC LLTC DLBC LLBC DLSHINGLE/METAL 20 psf7 psf10 psf * 5 psfTILE20 psf15 psf10 psf *5 psf* BC LL NON-CONCURRENT W/ OTHER LL's. INCREASE BC LL TO 20psf IN ATTICAREAS W/ STORAGEDEFLECTION CRITERIAFLOOR: LL L/360TL L/240ROOF: LL L/240TL L/180WALLS: WIND L/360 (STUCCO)WIND L/240 (BRITTLE)WIND L/180 (FLEXIBLE) 3 3 1 1 a a 1 2 r 2 e 2 e 2 e 2 e 2 r 2 r 2 r 2 r A B B R E V I A T I O N S A C I A M E R I C A N C O N C R E T E I N S T I T U T E A D D T A D D I T I O N A L A N S I A M E R I C A N N A T I O N A L S T A N D A R D S I N S T I T U T E A P A T H E E N G I N E E R E D W O O D A S S O C I A T I O N A R C H A R C H I T E C T U R A L D R A W I N G S A S C E A M E R I C A N S O C I E T Y O F C I V I L E N G I N E E R S A S D A L L O W A B L E S T R E S S D E S I G N A S T M A M E R I C A N S O C I E T Y F O R T E S T I N G A N D M A T E R I A L S A T R A L L - T H R E A D R O D A W P A A M E R I C A N W O O D P R O T E C T I O N A S S O C I A T I O N B C B O T T O M C H O R D B C S I B U I L D I N G C O M P O N E N T S A F E T Y I N F O R M A T I O N B R G B E A R I N G C & C C O M P O N E N T S & C L A D D I N G C O N C C O N C R E T E C d L O A D D U R A T I O N F A C T O R C O N T C O N T I N U O U S C M U C O N C R E T E M A S O N R Y U N I T D B L D O U B L E D I A G D I A G O N A L D L D E A D L O A D D O C D E P A R T M E N T O F C O M M E R C E E O R E N G I N E E R O F R E C O R D E W E A C H W A Y E W P E N G I N E E R E D W O O D P R O D U C T f ' c C O N C R E T E C O M P R E S S I V E S T R E N G T H F B C F L O R I D A B U I L D I N G C O D E F D N F O U N D A T I O N F F E F I N I S H E D F L O O R E L E V A T I O N f ' m M A S O N R Y C O M P R E S S I V E S T R E N G T H F R C F L O R I D A R E S I D E N T I A L C O D E F T F E E T F T G F O O T I N G G C p i I N T E R N A L P R E S S U R E C O E F F I C I E N T H D R H E A D E R H G T H E I G H T I L O I N L I E U O F k s i K I P S P E R S Q U A R E I N C H L L L I V E L O A D L S L L A M I N A T E D S T R A N D L U M B E R ( 1 . 5 5 E - 1 3 4 " W I D E P L I E S U N O ) L V L L A M I N A T E D V E N E E R L U M B E R ( 2 . 0 E - 1 3 4 " W I D E P L I E S U N O ) M A X M A X I M U M M I N M I N I M U M N D S N A T I O N A L D E S I G N S P E C I F I C A T I O N N o . N U M B E R O C O N C E N T E R O S B O R I E N T E D S T R A N D B O A R D P E R P P E R P E N D I C U L A R P L T P L A T E p s f P O U N D S P E R S Q U A R E F O O T p s i P O U N D S P E R S Q U A R E I N C H P T P R E S S U R E T R E A T E D R E I N F R E I N F O R C E M E N T R E Q R E Q U I R E D R S R S R O O F S H E A T H I N G R I N G S H A N K S B C A S T R U C T U R A L B U I L D I N G C O M P O N E N T S A S S O C I A T I O N S E I S T R U C T U R A L E N G I N E E R I N G I N S T I T U T E S F S Q U A R E F E E T ( A R E A ) S I M S I M I L A R T O D E T A I L / C A L L O U T S P F S P R U C E P I N E F I R S W S H E A R W A L L S Y P S O U T H E R N Y E L L O W P I N E T C T O P C H O R D T L T O T A L L O A D T M S T H E M A S O N R Y S O C I E T Y T O P T O P O F P L A T E T O M T O P O F M A S O N R Y T P I T R U S S P L A T E I N S T I T U T E T Y P T Y P I C A L U L T U L T I M A T E U N O U N L E S S N O T E D O T H E R W I S E W / W I T H W / O W I T H O U T W S P W O O D S T R U C T U R A L P A N E L W W F W E L D E D W I R E F A B R I C I I I I I I I I I II+ ~,------------,7, r7--------------------r I I I I~ "i ____________________ i I I r7--------------------r I I H H I I+ r~--------------------~ I I I I I I I I I I I I I I I I I I I I I I I S 0 . 1 F O U N D A T I O N P L A N S c a l e : 1 / 4 " = 1 ' - 0 " P A R T I A L F O U N D A T I O N P L A N 0 . 1 F O O T I N G S C H E D U L E 2 4 " x 2 4 " x 1 8 " D E E P W / ( 4 ) N o . 4 O R ( 3 ) N o . 5 E W F 2 4 F O U N D A T I O N N O T E S : S E E C O N C R E T E A N D S O I L G E N E R A L N O T E S S H E E T S 0 . 0 F O R A L L A D D I T I O N A L S P E C I F I C A T I O N S . C O N C R E T E F O O T I N G S 1 . M I N I M U M C O M P R E S S I V E S T R E N G T H f ' c = 2 , 5 0 0 p s i A T 2 8 D A Y S 2 . S E E F O U N D A T I O N D E T A I L S F O R F O O T I N G T H I C K N E S S , W I D T H A N D R E I N F R E Q U I R E M E N T S D E S C R I P T I O N D A T E S H E E T N U M B E R R E V I S I O N S 13241 BARTRAM PARK BLVD #601 JACKSONVILLE, FL 32258 P 904-503-3283 RUSSROW.COM C.A. No. 32756 P R O J E C T N U M B E R D E S I G N E D R E V I E W E D S H E E T N A M E A D A M K . R U S S E L L , P E F L L I C E N S E N O . 7 7 6 9 3 RAINIER, INC (904) 451-7212 WWW. RAINIER-INC.COM 0 4 - 1 9 - 2 0 2 1 A K R B D P 2 1 - 0 3 4 6 DUVAL COUNTY ATLANTIC BEACH, FL 32233 2341 OCEANWALK DRIVE W. SMITH RENOVATION T H I S I T E M H A S B E E N D I G I T A L L Y S I G N E D A N D S E A L E D B Y A D A M K . R U S S E L L , P E O N U S I N G A D I G I T A L S I G N A T U R E . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D S I G N E D A N D S E A L E D . 0 4 - 1 9 - 2 0 2 1 F 2 4 F 2 4 D R I L L & E P O X Y ( 2 ) 1 2 " L O N G N o . 5 D O W E L S I N T O E X I S T I N G F T G W / M I N 6 " E M B E D , T Y P A S S H O W N DRILL & EPOXY (2) 12"LONG No.5 DOWELS INTOEXISTING FTG/SLAB W/MIN 6" EMBED, TYP ASSHOWN EXISTING FOUNDATIONTO REMAIN, TYP ± 1 3 ' - 9 " ± 3 2 ' - 5 " ±13'-11"±5'-5"±19'-6"±2'-5" N 1. EOR ASSUMES NO RESPONSIBILITY FOR THE STRUCTURAL INTEGRITYOF THE EXISTING STRUCTURE. SHOULD OWNER/CONTRACTOR FINDAREAS OF CONCERNS IN THE EXISTING STRUCTURE, CONTACT EOR.2. DO NOT SCALE OR DIMENSION FROM THESE DRAWINGS. SHOULD ADIMENSION BE UNCLEAR, CONTACT OWNER FOR APPROVAL.3. CONTRACTOR TO PROVIDE TEMPORARY SHORING AS REQUIRED TOSUPPORT EXISTING FRAMING UNTIL ALL NEW STRUCTURAL MATERIALSAND CONNECTIONS ARE IN PLACE AND INSPECTED.**NOTES**' - --------/ "-/ i _/ '------7 i - -II F I I I I r1~ I ~t I I I I I I I I I I I I I I I ; I I I I I I I I I I "" I I I I I I I I I I I I I ~I I I I I I y~ I I I I I - - - - - - 7 - i I I I I I I I L _ _ _ _ _ 7 I I I I I I I I I I I L I I I I I I I _j l 7 I I I I L - - - - - ' - - - - 7 I I I I J I I I I I I I I I I I I I I I I I I I I I I I I I I - - - - _ J □ " ' O c I ~ c I c t S Q J I V J ' C J l 3 ~ o ~ ~ S 1 . 0 E X I S T I N G F R A M I N G P L A N S c a l e : 1 / 4 " = 1 ' - 0 " P A R T I A L E X I S T I N G 1 S T L E V E L F R A M I N G 1 . 0 D E S C R I P T I O N D A T E S H E E T N U M B E R R E V I S I O N S 13241 BARTRAM PARK BLVD #601 JACKSONVILLE, FL 32258 P 904-503-3283 RUSSROW.COM C.A. No. 32756 P R O J E C T N U M B E R D E S I G N E D R E V I E W E D S H E E T N A M E A D A M K . R U S S E L L , P E F L L I C E N S E N O . 7 7 6 9 3 RAINIER, INC (904) 451-7212 WWW. RAINIER-INC.COM 0 4 - 1 9 - 2 0 2 1 A K R B D P 2 1 - 0 3 4 6 DUVAL COUNTY ATLANTIC BEACH, FL 32233 2341 OCEANWALK DRIVE W. SMITH RENOVATION T H I S I T E M H A S B E E N D I G I T A L L Y S I G N E D A N D S E A L E D B Y A D A M K . R U S S E L L , P E O N U S I N G A D I G I T A L S I G N A T U R E . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D S I G N E D A N D S E A L E D . 0 4 - 1 9 - 2 0 2 1 EXISTINGEXISTING E X I S T I N G E X I S T I N G E X I S T I N G E X I S T I N G E X I S T I N G E X I S T I N G E X I S T I N G E X I S T I N G E X I S T I N G E X I S T I N G E X I S T I N G E X I S T I N G EXISTING EXISTING EXISTINGEXISTING HDR TOBE INFILLED, SEESHEET S1.1 P L A N K H D R S I Z E M A X C L E A R S P A N 2 x 4 5 ' 1 1 ' ' 2 x 6 8 ' 8 ' ' ( 2 ) 2 x 4 8 ' 5 ' ' ( 2 ) 2 x 6 1 2 ' 3 ' ' F R A M I N G N O T E S : S T U D S N o . 2 S P F O R N o . 2 S Y P 1 . A L L N E W L O A D B E A I N G W A L L S T O B E F R A M E D W / M I N 2 x 4 @ M A X 1 6 " O C 2 . A L L N E W N O N - L O A D B E A R I N G W A L L S T O B E F R A M E D W / M I N 2 x 4 @ M A X 2 4 " O C 3 . F A S T E N A L L S T U D S T O E X I S T I N G T O P A N D B O T T O M P L T W / M I N ( 4 ) 1 0 d T O E - N A I L S O R ( 3 ) 1 0 d F A C E - N A I L S 4 . F A S T E N A L L M U L T I - S T U D G R O U P S T O G E T H E R W / ( 2 ) R O W S 1 0 d @ 1 2 " O C S T A G G E R E D H E A D E R F R A M I N G N o . 2 S Y P , L S L , O R L V L 5 . S E E F R A M I N G P L A N F O R A L L H D R L O C A T I O N S , S I Z I N G A N D S T R A P P I N G R E Q U I R E M E N T S . S E E H D R C A L L O U T B E L O W F O R A D D I T I O N A L I N F O R M A T I O N 6 . F A S T E N A L L P L I E S O F H D R T O G E T H E R W / ( 2 ) R O W S 1 0 d @ 1 2 " O C S T A G G E R E D 7 . F A S T E N H E A D E R T O K I N G S T U D S W / ( 4 ) 1 0 d T O E - N A I L S O R F A C E - N A I L S W A L L S H E A T H I N G 1 3 . S H E A T H A L L E X T E R I O R W A L L S W / 7 1 6 " 2 4 / 1 6 S P A N R A T E D O S B O R P L Y W O O D . S H E A T H I N G S H A L L B E I N S T A L L E D H O R I Z O N T A L L Y O R V E R T I C A L L Y W I T H 2 x 4 M I N S P F B L O C K I N G A T A L L H O R I Z O N T A L P A N E L E D G E S 1 4 . F A S T E N S H E A T H I N G T O W A L L F R A M I N G W / 8 d C O M M O N @ 6 " O C A T A L L P A N E L E D G E S A N D 1 2 " O C I N T H E F I E L D , U N O O N P L A N 1 5 . F A S T E N S H E A T H I N G T O E A C H S T U D O F M U L T I - P L Y S T U D G R O U P A N D E A C H K I N G S T U D W / 8 d C O M M O N @ 1 2 " O C I N - F I L L W A L L F R A M I N G 1 6 . I N F I L L W A L L B E L O W E X I S T I N G H E A D E R W / 2 x 4 N o . 2 S P F @ M A X 1 6 " O C 1 7 . A D D N E W 2 x 4 N o . 2 S Y P P T B O T T O M P L A T E A S R E Q ' D , F A S T E N T O E X I S T I N G S L A B W / ( 2 ) R O W S 1 4 " Ø x 2 3 4 " T A P C O N S @ M A X 2 4 " O C , S T A G G E R E D 1 8 . F A S T E N N E W S T U D S T O E X I S T I N G H E A D E R & B O T T O M P L T W / ( 3 ) 1 0 d T O E - N A I L S 1 9 . S H E A T H E X T E R I O R F A C E O F W A L L P E R W A L L S H E A T H I N G N O T E S A B O V E H E A D E R C A L L O U T 1 1 2 2 x 6 N o . O F H D R P L I E S H D R S I Z E N o . O F J A C K S T U D S N o . O F K I N G S T U D S E X I S T I N G L O A D - B E A R I N G W A L L T O B E R E M O V E D A F T E R N E W B E A M I S I N S T A L L E D , S E E D E T A I L X X / S D . 1 H D R / B E A M L E G E N D & S Y M B O L S E X I S T I N G E X I S T I N G H D R T O R E M A I N E X I S T I N G N O N - L O A D B E A R I N G W A L L T O B E R E M O V E D I N - F I L L W A L L P E R I N - F I L L W A L L F R A M I N G N O T E S A B O V E E X I S T I N G I N T E R I O R N O N - L O A D B E A R I N G W A L L S T O B E R E M O V E D , T Y P EX I S T I N G I N T E R I O R LO A D B E A R I N G W A L L T O B E R E M O V E D , S E E DE T A I L B 1 / S D . 1 N 1. EOR ASSUMES NO RESPONSIBILITY FOR THE STRUCTURAL INTEGRITYOF THE EXISTING STRUCTURE. SHOULD OWNER/CONTRACTOR FINDAREAS OF CONCERNS IN THE EXISTING STRUCTURE, CONTACT EOR.2. DO NOT SCALE OR DIMENSION FROM THESE DRAWINGS. SHOULD ADIMENSION BE UNCLEAR, CONTACT OWNER FOR APPROVAL.3. CONTRACTOR TO PROVIDE TEMPORARY SHORING AS REQUIRED TOSUPPORT EXISTING FRAMING UNTIL ALL NEW STRUCTURAL MATERIALSAND CONNECTIONS ARE IN PLACE AND INSPECTED.**NOTES**LOCATION OF NEWWINDOW, SEE SHEET S1.1 L O C A T I O N O F N E W W I N D O W , S E E S H E E T S 1 . 1 E X I S T I N G EXISTING INTERIORNON-LOAD BEARINGWALLS TO BEREMOVED, TYP I / I ' ' ~"";<:;;; ' 0 , - - - - - - - l j ~ I ) l _ ) ) I e z a 7 7 Y r f l 7 J V T @ : = : = / / I j / / / / / / / / I ) I r ¥ / I / I / " / ~/ / - - = - - ~ I I - , ' , , \ I I , - - - - ) - \ - 1 - v w / l f " \ I I y I m r I ~ - , - - - / _ ) - - I ' I - - - - / - - - - - - \ i ~ \ / - - - - - - - - - - ~ ' , - - - - - ~ J I -- - - ' , I I ' - I I I I i I I i , ; : ' I r - J~ - - - - - - - - - - - - u , -- / / I . . . : ; ! " \ x r f c / ~ F l : , , ) ' ! / \ " " ' ; l I ' / / y C \ / " " ' - , I _ ) 1 _ / - ~ //~ C ' ) I / _ _ _ , , / l _ J ! I j I l , ) \ S 1 . 1 S c a l e : 1 / 4 " = 1 ' - 0 " P A R T I A L P R O P O S E D 1 S T L E V E L F R A M I N G 1 . 1 D E S C R I P T I O N D A T E S H E E T N U M B E R R E V I S I O N S 13241 BARTRAM PARK BLVD #601 JACKSONVILLE, FL 32258 P 904-503-3283 RUSSROW.COM C.A. No. 32756 P R O J E C T N U M B E R D E S I G N E D R E V I E W E D S H E E T N A M E A D A M K . R U S S E L L , P E F L L I C E N S E N O . 7 7 6 9 3 RAINIER, INC (904) 451-7212 WWW. RAINIER-INC.COM 0 4 - 1 9 - 2 0 2 1 A K R B D P 2 1 - 0 3 4 6 DUVAL COUNTY ATLANTIC BEACH, FL 32233 2341 OCEANWALK DRIVE W. SMITH RENOVATION T H I S I T E M H A S B E E N D I G I T A L L Y S I G N E D A N D S E A L E D B Y A D A M K . R U S S E L L , P E O N U S I N G A D I G I T A L S I G N A T U R E . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D S I G N E D A N D S E A L E D . 0 4 - 1 9 - 2 0 2 1 B1SD.1(2) 16" LVL EXISTINGEXISTING E X I S T I N G E X I S T I N G E X I S T I N G E X I S T I N G E X I S T I N G E X I S T I N G E X I S T I N G E X I S T I N G E X I S T I N G E X I S T I N G E X I S T I N G E X I S T I N G EXISTING EXISTING 2 1 2 2 x 6 112 2x6 112 2x6 E X I S T I N G I N C R E A S E D E P T H O F E X I S T I N G O P E N I N G A S R E Q ' D P L A N K H D R S I Z E M A X C L E A R S P A N 2 x 4 5 ' 1 1 ' ' 2 x 6 8 ' 8 ' ' ( 2 ) 2 x 4 8 ' 5 ' ' ( 2 ) 2 x 6 1 2 ' 3 ' ' F R A M I N G N O T E S : S T U D S N o . 2 S P F O R N o . 2 S Y P 1 . A L L N E W L O A D B E A I N G W A L L S T O B E F R A M E D W / M I N 2 x 4 @ M A X 1 6 " O C 2 . A L L N E W N O N - L O A D B E A R I N G W A L L S T O B E F R A M E D W / M I N 2 x 4 @ M A X 2 4 " O C 3 . F A S T E N A L L S T U D S T O E X I S T I N G T O P A N D B O T T O M P L T W / M I N ( 4 ) 1 0 d T O E - N A I L S O R ( 3 ) 1 0 d F A C E - N A I L S 4 . F A S T E N A L L M U L T I - S T U D G R O U P S T O G E T H E R W / ( 2 ) R O W S 1 0 d @ 1 2 " O C S T A G G E R E D H E A D E R F R A M I N G N o . 2 S Y P , L S L , O R L V L 5 . S E E F R A M I N G P L A N F O R A L L H D R L O C A T I O N S , S I Z I N G A N D S T R A P P I N G R E Q U I R E M E N T S . S E E H D R C A L L O U T B E L O W F O R A D D I T I O N A L I N F O R M A T I O N 6 . F A S T E N A L L P L I E S O F H D R T O G E T H E R W / ( 2 ) R O W S 1 0 d @ 1 2 " O C S T A G G E R E D 7 . F A S T E N H E A D E R T O K I N G S T U D S W / ( 4 ) 1 0 d T O E - N A I L S O R F A C E - N A I L S W A L L S H E A T H I N G 1 3 . S H E A T H A L L E X T E R I O R W A L L S W / 7 1 6 " 2 4 / 1 6 S P A N R A T E D O S B O R P L Y W O O D . S H E A T H I N G S H A L L B E I N S T A L L E D H O R I Z O N T A L L Y O R V E R T I C A L L Y W I T H 2 x 4 M I N S P F B L O C K I N G A T A L L H O R I Z O N T A L P A N E L E D G E S 1 4 . F A S T E N S H E A T H I N G T O W A L L F R A M I N G W / 8 d C O M M O N @ 6 " O C A T A L L P A N E L E D G E S A N D 1 2 " O C I N T H E F I E L D , U N O O N P L A N 1 5 . F A S T E N S H E A T H I N G T O E A C H S T U D O F M U L T I - P L Y S T U D G R O U P A N D E A C H K I N G S T U D W / 8 d C O M M O N @ 1 2 " O C I N - F I L L W A L L F R A M I N G 1 6 . I N F I L L W A L L B E L O W E X I S T I N G H E A D E R W / 2 x 4 N o . 2 S P F @ M A X 1 6 " O C 1 7 . A D D N E W 2 x 4 N o . 2 S Y P P T B O T T O M P L A T E A S R E Q ' D , F A S T E N T O E X I S T I N G S L A B W / ( 2 ) R O W S 1 4 " Ø x 2 3 4 " T A P C O N S @ M A X 2 4 " O C , S T A G G E R E D 1 8 . F A S T E N N E W S T U D S T O E X I S T I N G H E A D E R & B O T T O M P L T W / ( 3 ) 1 0 d T O E - N A I L S 1 9 . S H E A T H E X T E R I O R F A C E O F W A L L P E R W A L L S H E A T H I N G N O T E S A B O V E H E A D E R C A L L O U T 1 1 2 2 x 6 N o . O F H D R P L I E S H D R S I Z E N o . O F J A C K S T U D S N o . O F K I N G S T U D S E X I S T I N G L O A D - B E A R I N G W A L L T O B E R E M O V E D A F T E R N E W B E A M I S I N S T A L L E D , S E E D E T A I L B 1 / S D . 1 N E W B E A M U P L E G E N D & S Y M B O L S E X I S T I N G E X I S T I N G H D R T O R E M A I N E X I S T I N G N O N - L O A D B E A R I N G W A L L T O B E R E M O V E D E X I S T I N G S T R U C T U R E T O R E M A I N A S I S , T Y P I N - F I L L W A L L P E R I N - F I L L W A L L F R A M I N G N O T E S A B O V E SEE IN-FILL WALLFRAMING NOTES ·MI N ( 3 ) 2 x 4 N o . 2 S P F S T U D S B E L O W N E W B E A M ·S T U D S T O N E W F O O T I N G W / H T T 4 ·MI N ( 3 ) 2 x 4 N o . 2 S P F S T U D S B E L O W N E W B E A M ·S T U D S T O N E W F O O T I N G W / H T T 4 N 1. EOR ASSUMES NO RESPONSIBILITY FOR THE STRUCTURAL INTEGRITYOF THE EXISTING STRUCTURE. SHOULD OWNER/CONTRACTOR FINDAREAS OF CONCERNS IN THE EXISTING STRUCTURE, CONTACT EOR.2. DO NOT SCALE OR DIMENSION FROM THESE DRAWINGS. SHOULD ADIMENSION BE UNCLEAR, CONTACT OWNER FOR APPROVAL.3. CONTRACTOR TO PROVIDE TEMPORARY SHORING AS REQUIRED TOSUPPORT EXISTING FRAMING UNTIL ALL NEW STRUCTURAL MATERIALSAND CONNECTIONS ARE IN PLACE AND INSPECTED.**NOTES** P R O P O S E D F R A M I N G P L A N I I I I I -~ I I I I l -_) ' 0 1iil I 1111 Iii) 1iil I I I _ ) Ill I - - - + ; = ~ , - - - - :t= = = = = = = = = = = = = = = = - 1 i 1111 I I \ , " ~ !iiV = = = = = . ~ ~ 1 F 1 = = = v r--;;:;=:::::;::;:::::::::;~Jl_ V < ' _ ) ~ i r I ( I _Ji ____ ~_ . L i , ~ / / } < ~ n J I l I I I L , I / I e z a 7 7 Y r f l 7 J V T @ L _ ) ' L e - , i - - ) - I J l I I w ~ ~ ' - 1 1 1 7 1 / ~ ~ / > / J ' " \ / ~ J _ _ - / / l ! I J t " ' O _ ) ' I s : : : ' · I c t S Q J I V J ' C J l 3 ~ o ~ ~ ~ ~ S 2 . 0 E X I S T I N G R O O F F R A M I N G S c a l e : 1 / 4 " = 1 ' - 0 " E X I S T I N G R O O F F R A M I N G P L A N 2 . 0 D E S C R I P T I O N D A T E S H E E T N U M B E R R E V I S I O N S 13241 BARTRAM PARK BLVD #601 JACKSONVILLE, FL 32258 P 904-503-3283 RUSSROW.COM C.A. No. 32756 P R O J E C T N U M B E R D E S I G N E D R E V I E W E D S H E E T N A M E A D A M K . R U S S E L L , P E F L L I C E N S E N O . 7 7 6 9 3 RAINIER, INC (904) 451-7212 WWW. RAINIER-INC.COM 0 4 - 1 9 - 2 0 2 1 A K R B D P 2 1 - 0 3 4 6 DUVAL COUNTY ATLANTIC BEACH, FL 32233 2341 OCEANWALK DRIVE W. SMITH RENOVATION T H I S I T E M H A S B E E N D I G I T A L L Y S I G N E D A N D S E A L E D B Y A D A M K . R U S S E L L , P E O N U S I N G A D I G I T A L S I G N A T U R E . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D S I G N E D A N D S E A L E D . 0 4 - 1 9 - 2 0 2 1 R O O F F R A M I N G N O T E S : R O O F F R A M I N G 1 . A L L E X I S T I N G R O O F F R A M I N G M E M B E R S T O R E M A I N , U N O 2 . C U T & A L T E R E X I S T I N G R O O F T R U S S E S T O A L L O W F O R N E W B E A M U P A S S H O W N O N P L A N & D E T A I L B 1 / S D . 1 E X I S T I N G R O O F F R A M I N G T O R E M A I N , T Y P B1SD.1EXISTING MONO TRUSSES TO BE REPAIREDFOR NEW BEAM UP, SEE DETAIL B1/SD.1 EXISTING 1ST LEVELPRE-ENGINEERED ROOFTRUSS TO REMAIN AS IS(2) H T S 2 0 O R (2) M S T A 2 4 T O N E W ST U D P A C K N 1. EOR ASSUMES NO RESPONSIBILITY FOR THE STRUCTURAL INTEGRITYOF THE EXISTING STRUCTURE. SHOULD OWNER/CONTRACTOR FINDAREAS OF CONCERNS IN THE EXISTING STRUCTURE, CONTACT EOR.2. DO NOT SCALE OR DIMENSION FROM THESE DRAWINGS. SHOULD ADIMENSION BE UNCLEAR, CONTACT OWNER FOR APPROVAL.3. CONTRACTOR TO PROVIDE TEMPORARY SHORING AS REQUIRED TOSUPPORT EXISTING FRAMING UNTIL ALL NEW STRUCTURAL MATERIALSAND CONNECTIONS ARE IN PLACE AND INSPECTED.**NOTES**NEW (2) 16" LVL BEAM UP (2) H T S 2 0 O R (2) M S T A 2 4 T O N E W ST U D P A C K EXISTING 1ST LEVEL PRE-ENGINEEREDROOF TRUSS TO REMAIN AS IS EXI S T I N G 2 N D L E V E L P R E - E N G I N E E R E D R O O F T R U S S T O R E M A I N A S I S I 11 I 1 1 II II II I I I I ~ II II II II '3..& I I 1 1 : : ~ I II II --,,_\ I I 1 1 ---.--I ~~,i---11 II II \,, J l 1 1 : : ~ 11 11 II II II == ~ , , : : 1 1 ~ 0; II II II II II , , 1 1 1 1 r -11~ ~"' '> II II II II II -~ ~ ~ ~ ~ ' \ , , _ , ! I ~ 11 II 11 II _ 1 -~ II II I Jl ... - I ~ JL_ _ _l=-41l==- I I -~ = _ _ I I I I Ill - - = = 7 1 =2 --= = = - - -=-==== 111=-- : : . . - - = = = = = i 1 _ = = = i=== = - - I I _ ==- I I 111 - - = = = 1 1 -==ca,-== = = - - I I -Ill I I I I -==- - - = c a l _ = 'l!j, _ - = = = - - I I I I 111 === = = = = = = ~ : ========m J : e = ~==•= = = = = = = 7 : == ··· I I Ill --= = = = = = 1 1 = = ""==-- I I Ill I I - - = = = 9 1 _==='Ill=== = = - - _ I I ===- I I -- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I : I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I : 1 I I I I I I I I I I I I I I I I I I I I I " ' O . . , - - : 1 s : : : . . , - . . . , c t S Q J I V J ' C J l 3 ~ o ~ ~ S D . 1 D E T A I L S M I N ( 3 ) F A S T E N E R S A T B E A M S P L I C E E N D J O I N T N A I L S P A C I N G A B O V E M U L T I - P L Y B E A M / H D R C O N N E C T I O N ( T O P - L O A D E D O N L Y ) 2 - P L Y ( 2 ) R O W S 1 0 d @ 1 2 " O C S T A G G E R E D 3 - P L Y ( 3 ) R O W S 1 0 d @ 1 2 " O C S T A G G E R E D , I N S T A L L E D F R O M E A C H F A C E 4 - P L Y ( 2 ) R O W S 6 " S D W S C R E W S @ 2 4 " O C S T A G G E R E D N O T E : · O P T I O N A L O S B F L I T C H M A Y B E A D D E D B E T W E E N B E A M P L I E S A T C O N T R A C T O R ' S D I S C R E T I O N · F A S T E N E R S U B S T I T U T I O N W / O S B F L I T C H : · · U S E 1 0 d C O M M O N I L O 1 0 d N A I L S · · S D W S C R E W S T O B E I N S T A L L E D F R O M E A C H F A C E F O R 4 - P L Y M E M B E R S MULTI-PLY STUD CONNECTI O N 2-PLY 3 - P L Y 4 - P L Y (2) R O W S 1 0 d @ 1 2 " OC S T A G G E R E D ( 2 ) R O W S 1 0 d @ 1 2 " O C S T A G G E R E D , I N S T A L L E D F R O M E A C H F A C E ( 2 ) R O W S 6 " S D W S C R E W S @ 2 4 " O C S T A G G E R E D , I N S T A L L E D F R O M E A C H F A C E FASTENERSPACINGWIDE-FACE (2) ROWS OFFASTENERSSTAGGERED KING STUDS TO TOP PLT:·OPENINGS < 6FT: (1) SDWC15600·OPENINGS >6FT: (2) SDWC15600 UNO ON PLAN·SDWC15600 SCREWS MAY BE INSTALLED TO THEWIDE FACE OR NARROW FACE OF KING STUD·NO SCREWS REQ @ THE FOLLOWING:··1ST LEVEL OPENINGS < 3FT W/ 2ND LEVELFLOOR SYSTEM ABOVE··OPENINGS < 3FT BELOW GABLE END TRUSS··OPENINGS < 3FT BELOW JACK TRUSSES W/MAX 7'-0" CLEAR SPAN FASTEN HDR TO TOP PLT W/SDWC15600 OR DSP @ 32" OCNOT REQ FOR OPENING < 3FTPLANK HDR & CRIPPLES BELOWHDR TO FRAME OUT ROUGHOPENINGTYPICAL HEADER FRAMINGHEADER FRAMING ELEVATIONS HEADER PER PLAN D E S C R I P T I O N D A T E S H E E T N U M B E R R E V I S I O N S 13241 BARTRAM PARK BLVD #601 JACKSONVILLE, FL 32258 P 904-503-3283 RUSSROW.COM C.A. No. 32756 P R O J E C T N U M B E R D E S I G N E D R E V I E W E D S H E E T N A M E A D A M K . R U S S E L L , P E F L L I C E N S E N O . 7 7 6 9 3 RAINIER, INC (904) 451-7212 WWW. RAINIER-INC.COM 0 4 - 1 9 - 2 0 2 1 A K R B D P 2 1 - 0 3 4 6 DUVAL COUNTY ATLANTIC BEACH, FL 32233 2341 OCEANWALK DRIVE W. SMITH RENOVATION T H I S I T E M H A S B E E N D I G I T A L L Y S I G N E D A N D S E A L E D B Y A D A M K . R U S S E L L , P E O N U S I N G A D I G I T A L S I G N A T U R E . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D S I G N E D A N D S E A L E D . 0 4 - 1 9 - 2 0 2 1 A2 A 3 B1A1HEADER FRAMING ELEVATIONS NEW (2) 16" LVLBEAM PER PLAN ·SISTER NEW 4'-0" LONG 2x10 No.2 S Y P S C A B T O EACH MONO TRUSS PER PLAN·CUT & REMOVE EXISTING TRUSS M E M B E R S T O ALLOW FOR NEW BEAM·NOTCH 2x10 SCAB FOR NEW BEAM & F A S T E N T O EXISTING TRUSS WEB & BOTTOM C H O R D W / (3) 14"Ø x3" LONG SDS SCREWS·FASTEN 2x10 SCAB TO EXISTING E N D V E R T I C A L W/ (2) ROWS 14"Ø x 3" LONG SDS SC R E W S @ MAX 6" OC, STAGGERED, MIN (6) SC R E W S @ CONNECTION·FASTEN 2x10 SCAB TO NEW BEAM U P W / H 2 . 5 T EXISTING MONO TRUSS TO BEALTERED FOR NEW BEAM FIT E X I S T I N G M O N O T R U S S T O B E A L T E R E D F O R N E W B E A M F I T , S E E D E T A I L A · C U T & R E M O V E E X I S T I N G W A L L B O T T O M P L T & N O T C H S T U D S F O R N E W B E A M F I T · F A S T E N S T U D S T O N E W B O T T O M P L T B L O C K I N G W / ( 3 ) 1 0 d T O E - N A I L S · P R O V I D E N E W 2 x 4 B O T T O M P L T B L O C K I N G B E T W E E N 1 S T L E V E L M O N O T R U S S E S & F A S T E N T O N E W B E A M U P W / M I N ( 3 ) 1 0 d P E R B O T T O M P L T S E C T I O N N E W ( 2 ) 1 6 " L V L B E A M P E R P L A N DETAIL ATRUSS ALTERATION DETAIL D E T A I L B 2 N D L E V E L W A L L A L T E R A T I O N D E T A I L r I I 4~~==-==-==-==-==-==================~£1~ 0 • I 11 .,--• • 0 0 -,..I IV .... , - ; - , - ~ L . . . 1 - - , - _ J I V - , _ " " - " " I , _ L 7 I ' / I . . . 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