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1242 Beach Ave RES19-0367 2nd Floor Wood Porch/Int Remodel -S,,,,LA,,,-,,,, ESIDENTIAL PERMIT PERMIT NUMBER CITY OF ATLANTIC BEACH RES19-0367 s.� 800 SEMINOLE ROAD ISSUED: 1/16/2020 ,on19,- ATLANTIC BEACH. FL 32233 EXPIRES: 7/14/2020 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 ALTERATION 2ND FLOOR WOODEN 1242 BEACH AVE PORCH AND INTERIOR $100000.00 RESIDENTIAL REMODEL TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 171828 0000 MANDALAY COMPANY: ADDRESS: CITY: STATE: ZIP: No Limit Contracting LLC 12462 Toucan Drive Jacksonville FL 32223 OWNER: ADDRESS: CITY: STATE: ZIP: KING JOHN ANTHONY 1242 BEACH AVE ATLANTIC BEACH FL 32233 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. FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $480.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $240.00 BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $12.30 STATE DCA SURCHARGE 455-0000-208-0600 0 $8.20 Issued Date: 1/16/2020 1 of 2 �s % '' RESIDENTIAL PERMIT PERMIT NUMBER CITY OF ATLANTIC BEACH RES19-0367 800 SEMINOLE ROAD ISSUED: 1/16/2020 M` o' ATLANTIC BEACH. FL 32233 EXPIRES: 7/14/2020 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL:$890.50 Issued Date: 1/16/2020 2 of 2 City of Atlantic Beach APPLICATION NUMBER rr Building Department (To be assigned by the Building Department.) 800 Seminole Road 0 Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 —Js3 y:' E-mail: building-dept@coab.us Date routed: l Z I 1 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: i Z4 Z )4 Department review required Yes No CBuiIding_i Applicant: \.J oLi r C.,c)N3TR...pcak . tannin &Zonin PoL , ree Administrator Project: 2 _ FL Public Works Public Utilities (\} GQ(p 2 I.G Q oeL Public Safety Fire Services Review fee $ Dept Signature Review or Receipt Other Agency Review or Permit Required of Permit Verified By Date 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 F Reviewing Department First Review: ['Approved. PaDenied. ['Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING M Reviewed by: / Dater j2.-1-c, TREE ADMIN. Second Review: ['Approved as revised. enied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: T./•1�y Date: 1-2 -2•020 FIRE SERVICES Third Review: ❑Approved as revised. ['Denied. []Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 0,'-"'i-i, Building Permit Application OFFICE COPY Updated10/9/18 r: ' _ s **ALL INFORMATION City of Atlantic Beach Building Department HIGHLIGHTED IN GRAY 91 -1 800 Seminole Road, Atlantic Beach, FL 32233 usi9%' IS REQUIRED. Phone: (904) 247-5826 Email: Building-DePt@coab.us lob Address: (1,1-1L FC& k RVQ Permit Number: C-S1 - (D 2 / /- /I-- E. /� / /n (0- (1')-2s' -la /�� ixie,l4�y RE# I�1tZ 7.-0600 Legal Description /M 00.' 1 Heated/Cooled SF Non Heated/Cooled O Valuation of Work(Replacement Cost)$ /, • Class of Work: ❑NewAddition Alteration DRepair ❑Move DDemo DPool Window/Door • Use of existing/proposed structure(s): DCommercial esidential • If an existing structure,is a fire sprinkler system installed?: DYes Iilo • Will tree(s)be removed in association with pro��sed�tp�rS��F❑�f^s(must sat�T•r�e�R��C�Permit) ��o°fel Describe in detail the type of work to be performed: + / I Floridarf frt Product Approval# for multiple products use product approval form Property Owner Information Nam (L Address /Zy2- CC&c te.city FIwS�t'^ � k6g 'G f1.57- E-Mail City ff.. iG �ehi K State n Zip T2Z53 Phone E-Mail W'Ali qfn fQy ge 1(40.- , n44- Owner ne4Owner or Agen'it(If Agent, Power of Attorney or Agency Letter Required) Contractor Information / /� S�� / 1 Qualifying Agent /r'V431 ^"0 Name of Company No 1�M'tic'f Cf>>1�°E���'+� q g g State � Zip 122c? Address /,c City c1�To ht< h.4��s P'r.� rill t,S rJ(, Office Phone qaq -yrs-2Z i3 Job Site contgctNumber L State Certification/Registration# j2` I`I T E-Mail S, SG+- .NLe —J7-- •Lcow. Architect Name&Phone# Engineer's Name&Phone# Workers Compensation Insurer OR Exempt Expiration Date /�( / c) indicated. I certifythat no work installation has Application is hereby made to obtain a permit to do the work and installations as in 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 ICE OF -- tv l ENCEMENT. V / s ignature of Owner or Age 't) (Signature of Contractor) -worn to(or affirmed)before me this I i day of Med and swo n to(. .ffir e•)beore e t 's_.ay of 2 of q ,by N i o 0. M TONI GINDLESPERG R I,:i ' ": MY COMMISSION .'-• •.n< ofNo ry) lik r '; SignaNTKAKIAe NN0 •. `•' ;* `3 Cumm0500r,#GO 67000 ''• �,`7' �; EXPIRES:October 6,2023 ,ire' My Commib�ib(i Expi(®§ .FBF' °Q: Bondet.... ...s • aryPub�CU tWS 4;g,;;:teMurch 27, 2021 [ ]Personally Known OR [ ]Produced Identification �f cion SS( Z -C�[ . 7-167'1- '+✓ in: Type of Identification: I�- ; '` ' , CITY OF ATLANTIC BEACH T _:, 800 SEMINOLE ROAD r ATLANTIC BEACH,FL 32233 (904)247-5800 :-='----. BUILDING REVIEW COMMENTS Date: 1/2/2020 - Permit#: RES19-0367 Site Address: 1242 BEACH AVE Review Status:denied RE#: 171828 0000 Applicant: No Limit Contracting LLC Property Owner: KING JOHN ANTHONY Email:ASIMPSON.NLC@GMAIL.COM Email: KING9929@BELLSOUTH.NET Phone: 9044152218 Phone: 9048686957 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: 1 . Of the resubmittals for the Florida Product Approval numbers for the doors and windows, only information correctly submitted was the installation instructions and FL# for the Therma Tru Doors. 2. Submit the FL#s for the Ply Gem Window and the out swing entrance door made by Nan YA Plastics Corp. 3. When bringing this information in fill out the Florida Product approval information sheets at the front counter. 2 copies please. Building Mike Jones Building Inspector/Plans Examiner . City of Atlantic Beach 800 Seminole Road . Atlantic Beach, FL 32233 (904)247-5844 Email:mjones@coab.us Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding". The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud. The revision date ALL Revision Request/Correction to Comments **HIGHLI HIED I ON ('..si,xii-k HIGHLIGHTED IN "i City of Atlantic Beach Building Department GRAY IS REQUIRED. � ����, 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: �:\LS —[ nV �17 ❑ Revision to Issued Permit OR Corrections to Comments Date: IL/ii / f Project Address: 17 y? i\ps..(i 4.0_. Contractor/Contact Name: filet4'41e..) 5)w f S 04%. Contact Phone: coy 8(-221 S Email: As;v osow .itacto e 11 .Lo.ti, Description of Proposed Revision/Corrections: i'1p 41x1fAkt 3 At,- /00 <I.Joi M ;4 IP(04.1k Aryt^6t ZL S Re.r[A-ct„ t 0Lskr'be_a . W I w ( .60 TO ?kw,- 2 jrc.cP 54.bmt �rbdc..c� °-f�P'��y",( fti k w 1,,,okel I AAA, !y ,Ot, affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) r....cc, .------"? • roposed revision/corrections add additional square footage to original submittal? iNo [1] Yes (additional s.f.to be added: ) t • proposed revision/corrections add additional incr_.se in building value to or W 9-proposed lubmittal? LyNo ❑*Yes (additional increase in building valu•:$ ) (Contractor must sign if increase in valuation) V..A.- ------ *Signature of Contractor/Agent: ___ (Office Use Only) ❑ Approved Denied ❑ Not Applicable to Department Permit Fee Du• $ ^O. r Revision/Plan Review Comments PrOcI/C 7 47prct1c ( 44- s 3-4)1 n'. SS•Y1 s &/O,m a o e- 4-1-‘4. pr od v c r S D rtment Review Required: Building Planning&Zoning Reviewed By Tree Administrator Public Works Public Utilities / — (2 - d 026 Public Safety Date Fire Services Updated 10/17/18 r�' ° '' SS CITY OF ATLANTIC BEACH t: ,.•- l 800 SEMINOLE ROAD r ATLANTIC BEACH, FL 32233 (904) 247-5800 +1-J1�1�r BUILDING REVIEW COMMENTS Date: 12/17/2019 _ Permit#: RES19-0367 Site Address: 1242 BEACH AVE Review Status: Denied RE#: 171828 0000 Applicant: No Limit Contracting LLC Property Owner: KING JOHN ANTHONY Email: ASIMPSON.NLC@GMAIL.COM Email: KING9929@BELLSOUTH.NET Phone: 9044152218 Phone: 9048686957 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: ✓1. Provide 2 certified surveys that show the setbacks to side and front property lines. ,..-2. Submit the Florida Product Approval Numbers and installation instructions from the DBPR Product AO Approval website, for the new 2"d floor entry door(32"x80") from the new porch and the 2 new entry doors(36"x80" on the ground floor. t/3. Verify that the existing window in the New Bedroom 15'x13' ground floor, is egress compliant with R310.2 Emergency Escape and Rescue Openings. 14. The new master bathroom addition does not show any windows on the floor plan. Please verify that the bathroom ventilation will comply with R303.3 BATHROOMS, Exception, and Section M1507 / Mechanical Ventilation. 4/5. Submit an electrical floor plan for all new construction areas. To include the means for illumination of the new exterior deck and stairway and new entry way door on first floor. E3903.3 LIGHTING OUTLETS,Addition Locations. 2 copies. S /2 - d°--/- ? Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 (904) 247-5844 Email:mjones@coab.us 4 Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with"clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud. The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted.ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. ALL Revision Request/Correction to Comments **HIGHLI HIED I ON HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 `pH Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: (VCs I -I -06 (07 ❑ Revision to Issued Permit OR ❑ Corrections to Comments Date: I/ 7/ to Project Address: 12/41. (jei ck (NV.t Contractor/Contact Name: N Contact Phone: /V(/- (Its- 2.7_14 Email: A5 . '' ( _cc- Description of Proposed Revision/Corrections: 5u,6�,.�- F1 'trodd1.Gwl.txf ►I, “-„itedicam- , r rcdcf"a,•-S o b / plc.°r w36x eht7 2Oq6(. I (xtw 4 1.„,1^d sti (61o3 Ute- coons 3Z opt© d 36 s-Ba c c cL d'or & At do j1 bc�-Icc I L1'45-2 I #rw 5 .fr-43S&— affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Wi posed revision/corrections add additional square footage to original submittal? Noro ❑ Yes (additional s.f.to be added: • Wil oposed revision/corrections add additional increase in building value to original submittal? No ❑*Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) r Approved ❑ Denied E Not Applicable to Department Permit Fee Du $ 5D, 00 Revision/Plan Review Comments De artment Review Required: Building /7)1( - nning&Zoning Reviewed By Tree Administrator Public Works ^� Public Utilities I " '6 --c -C)c -O Public Safety Date Fire Services Updated 10/17/18 ferrrli7L .$ /q - 0 36 7 NOTICE OF COMMENCEMENT State of V\044ckc_ OFFICE C0Pr'Folio No. 1 - t -do Goo County of VtAri11,� 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: tU�li [(n ZS 2.g 6 E Mane1c-(r O / �I�C U— Address of property being improved: ZLI Z gek 14-11 t, General description of improvements: /-c(J 1/1.44,q-er LA C4(Ao✓,4. (1444,4r� etdj M' o „`) 0 ca r;1 j IJC�o ,t r es. -f-r Owner: cs...5 Address: 124t2 goat /3 c , AVAA-k. (retic{. ff 3z0 Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name::r C Contractor: NO ((Ned I- Address: 123 c ji"1"lt'Perit-S Oc.^e--4 � , $cFa (3h�`S F'. 32Zci TelephoneNo.: a - 1j_07../ t Fax No: Surety(if any) Address: Amount of Bond$ — Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b), Florida Statues. (Fill in at Owner's option) Name: — Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one (1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER / Doc#2019284451,OR BK 19035 Page 1844, Signed: / C Date:l 2�� ' ,� Number Pages: 1 Before me thisday of D2 CQ. 1Lje( ZAS'the County of Duval,State Recorded 12/12/2019 03:28 PM, Of Florida,has personally appeared RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL Notary Public at Large,State of Florida,County of Duval. COUNTY My commission ex es: RECORDING $10.00 Personally Known: Denise A.Ennis _or Produced Identification: NOTARY PUBLIC •* ' STATE OF FLORIDA 1011:V•-++'CammitFF966426 • H E ill Expires 3/1/2020 MAP SHOWING BOUNDARY SURVEY OF CERTIFIED TO: OFFICE COPY BEACH AVENUE S 03'59'36" E 49.99' (MEASURED) i- Lu 1` ,`` ae 1. •��11''1 '1 44, •' �i • • . r:}T 11-1 O :%tLiif,EL� '''''I':1': Y : S ',_r,ter__ .. ,g�,. W ' ;'Ir. Q co N 4 l t�44, - 1- . 1l ll PS 11 1`.1 r l 1 IiTr•r 4r lA �l W I,' ; 3-4 O r. 11' .: t'7 it i 4-'r' `-. ?_'� ?'1. Z ,4,� N :'T �-111 4. 4 •___ R N 0519'20" W 49.96' (MEASURED) • ■ - . - • I Ray Thompson SURVEYING, Inc. ` , Going the DISTANCE for You / --- 4613 Philips Highway,Suite 210 f ._ - . -. Jacksonville,Florida 32207 (Phone)904-448-5125 .. t-, t..K 1 (Fax) 904-448-5178 _y LAND SURVEYS O CONSTRUCTION SURVEYS -s,,iBGBDIVISIONS OFFICE COPY PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA (*REQUIRED) *Project Address: / Z y2 et," j At. Permit#: R ES t 1 (.c)7 *Owner/Project Name: �(i/�G ,S kce _ 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 -#( �(t �fvv - J .r , d eor ?C// I, I tk ii* 411 �) , door 14/75-Z. 3.Sectional ((( -3/4 i 4. Garage Roll-Up 5.Automatic 6. Other B.WINDOWS t 1.Single hung /71t/} M sift kw,/ kk,flow (003 2. Horizontal slider P J 3. Casement 4. Double hung REVISION 5. Fixed BP# S/q-O 36 6.Awning DATE I / 6 / a�V 7. Pass-through SIGNED /71 8. Projected 9. Mullion 10.Wind breaker 11. Dual action 12. Other Page 1 of 4 Updated 10/17/18 Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# C. PANEL WALL 1.Siding 2.Soffits 3. EIFS 4.Storefronts 5. Curtain walls 6. Wall louvers 7. Glass block 8. Membrane 9. Greenhouse 10.Synthetic stucco 11. Other D. ROOFING PRODUCTS 1.Asphalt shingles 2. Underlayments 3. Roofing fasteners 4. Nonstructural metal roof 5. Built-up roofing 6. Modified bitumen 7.Single ply roofing 8. Roofing tiles 9. Roofing insulation 10.Waterproofing 11.Wood shingles/shakes 12. Roofing slate • 13. Liquid applied roofing 14. Cement-adhesive coats 15. Roof tile adhesive 16.Spray applied polyurethane roof 17. Other J Page 2 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 H. NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. Page 3 of 4 Updated 10/17/18 OFFICE COPY In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. �t r *Contractor NamePrint Name): AOcr� J�M 5�7�^-� ) � Contractor Signature: ,L *Company Name: NO c��r� [(Jv��rc.� i►1� *Mailing Address: / 34( ii) srpriv .\t,3 (1)I �Y *City: 4. )oL *State: Pt *Zip Code: 3 22 5-7 *Telephone Number: /011 - LO -22 j1 *E-mail Address: 14$�w $c;e. UV L[ a� e 144 ( , c,v,,�. Cell Phone Number: Fax Number: c/ Page 4 of 4 Updated 10/17/18 �rs�ay;. City of Atlantic Beach APPLICATION NUMBER /J; r +.�, Building Department (To be assigned by the Building Department.) 800 Seminole Road REI.,-- 1,9--C) (1 :7Atlantic Beach, Florida 32233-5445 VJVPhone(904)247-5826 • Fax(904)247-5845 i !u,ii>%" E-mail: building-dept@coab.us Date routed: l Z I 1 9 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 1 Z4 z B14 Department review required Yes No Buildin _____ Applicant: /y� tannin &Zoning t V 0 L t t� aoNDTRAeri.,-(r5.A. Tree Administrator Project: -- FL ©�.064r` Public Works Public Utilities I `�e�`C) e_. 1,C )OE L 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: I 'Approved. Denied. I INot applicable (Circle one.) Comments: F BUILDING / ,,.p 4 I G-e ., PLANNING &ZONING lJ1 /r v (L- ( 7 - i 9 1 Reviewed by: % Date: TREE ADMIN. Second Review: Approved as revised. ['Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by:`j , Date: ( ^ 15--2.0 FIRE SERVICES Third Review: ['Approved as revised. ['Denied. nNot applicable Comments: Reviewed by: Date: Revised 05/19/2017 Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN f a Jr k �i City of Atlantic Beach Building Department GRAY IS REQUIRED. VV 800 Seminole Rd, Atlantic Beach, FL 32233 It V Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: I \ St t 3 ❑ Revision to Issued Permit OR LJ Corrections to Comments Date: L / 7/Z l Project Address: /7112. g€'. 4' #t ve Contractor/Contact Name: ktitriAl Contact Phone: /d'"(-SII cZz(S Email: k; :01.-C( yewl _ d v-- Description —Description of Proposed Revision/Corrections: Tr - , k- Siye.t I 61re-4.) v.4 tel affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Wiloposed revision/corrections add additional square footage to original submittal? No ❑ Yes (additional s.f.to be added: • Willpioposed revision/corrections add additional increase in building value to original submittal? No ❑*Yes (additional increase in building value:$ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) Approved r Denied H Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments Department Review Required: / .4e/ Building Planning&Zoning 'eviewed By Tree Administrator Public Works Public Utilities I Public Safety Date Fire Services Updated 10/17/18 0l'Akr, TREE & VEGETATION AFFIDAVIT FOR INTERNAL OFFICE USE ONLY r1 at Cityof Atlantic Beach r ,�` ';>r � PERMIT# '� 0 Community Development Department pirt800 Seminole Road Atlantic Beach, FL 32233 '��w >� v (P)904-247-5800 SITE INFORMATION ADDRESS 17 2 YL,,_,I. Ave. SUBDIVISION 63 12(o YUIckA la j BLOCK 5 U LOT Ip RE# p- ly 23 -OOOC) 1114ESIDENTIAL ❑ COMMERCIAL ❑ OTHER APPLICANT INFORMATION NAME (AA ciet ) 5N,.jSo PHONE# ADDRESS Z3rju,-)t‘,),c yfr`I IQ,,,'-4 IJ. CELL# CITY 5k-. )�, c-\ l STATE it ZIP CODE 32 z c 7 EMAIL p 5'j w.,PS,,,,-. 1,1 1-C ❑ OWNER E LEGAL AUTHORIZED AGENT I affirm that I have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation", of the Municipal Code of Ordinances for the City of Atlantic Beach Florida and/or I have participated in a pre- application meeting with the Administrator of those regulations. Subsequently, I affirm that no regulated trees and no regulated vegetation will be damaged, destroyed and/or removed from the above-described property and/or adjacent properties including right-of-way. .r I HEREBY CER FY T ATA L INFORMATION PROVIDED IS CORRECT:Signature of Property Owner(s)or�uthorized Agent — _ Artk—) ,;,,..10 5,„ I 4-(26 SI ATURE OF APPLICANT PRINT OR TYPE NAME DA E SIGNATURE OF APPLICANT(2) PRINT OR TYPE NAME DATE Signed and sworn before me on this 7 day o�C 2-C7-003y State of r ( County of M te.)V-C-\._- Identification verified: Al Oath Sworn: ❑ Yes ❑ No - Z - `ti1 i, I ;, g><�.".k,: TONI GINDLESPERGER --.: .. ;,,: MYCOMMISSION#GG353178Nitary Signature EXPIRES:Odober 6,2023 -.2:NY`• Bonded Thu Notary PublicunderearkA�Commission expires 04 TREE AND VEGETATION AFFIDAVIT 03.01.2018 S rRevision Request/Correction to Comments **ALL INFORMATION i HIGHLIGHTED IN Jr "' City of Atlantic Beach Building Department GRAY IS REQUIRED. \J�... 800 Seminole Rd, Atlantic Beach, FL 32233 "'`°""' Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#:2ESi A ` 0-36o 7 LL4 Revision to Issued Permit OR ❑ Corrections to Comments Date: I (t (2'6 Project Address: /Z.1--(Z- Ce_Q 14 v Contractor/Contact Name: No (i(.,-, A- rov, .-rte -(rv.5 4.V,oY e,._^' c'AI ,SG� �D Contact Phone: `t ' `'r«`ZZ iT Email: AS' �►^„,56, I� C V 1- Description of Proposed Revision/Corrections: i'L t ✓( - cIC 100 r p( 4 D Q C t,U,"ag(..f c- ,eil e r 6ti-G-uta m I.-, 2 ec,o. L — q Z . k S IA Z . 2, .2-- 4v4r1,W <t4-upsGh affirm the revision/correction to comments is inRJET- r.___,v , rp cl oset"cpan +s., (printed name) • Wi proposed revision/corrections add additional square footage to original submittal? JAN 2 4 2020 No ❑ Yes(additional s.f.to be added: ) nr litcdinr! r)epnrtme.nt • Will proposed revision/corrections add additional increase in building value to o6 u l:s(tbmittal? r, re --,..-,r..s, C A •111 No L''*Yes (additional increase in building valu : $ 0001 Gt) ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) 'Approved ❑ Denied ❑ Not Applicable to Department Permit Feeue$ ��• OD Revision/Plan Review Comments 60n.]lac: ", /v ft c/ — "r P•pti; Sc c/ -3 o 10 wry -00Grc- THS s pay -c - DApartment Review Required: filajinL)dPlan &Zoning Reviewed By Tree Administrator Public Works ,^ll Public Utilities / -d-7— a V Public Safety Date Fire Services Updated 10/17/18 0 3 :E 0 c 31Va X G91 a - //-S'�-V/ # d0 -101SIA311 0 0 (D Adui OUJO to O Ul 0 9- a =r 03 > 0 (D 0 3 iii (D C (D CID CID > 0 CL c (D C, :E 0 c 31Va X G91 a - //-S'�-V/ # d0 -101SIA311 0 0 (D Adui OUJO to O Ul 0 9- a uv1d J001 1QA;)J PuO:);)S O-Lu;)(J / WuTJs'xJ 5-; rl—� =' 03 M---' VI (D ulewai ojtmopulm U19wai 01 mopulm 111131113.101 MOPLUAN Sullsix-q sullsIX3 SUIJSIXA ulewal ol "Itkopulm u1maj 01 mopulm �iuljslx-q Suljs1xq -I-Ils .8c @D 7-11S 1-11S 41 =r it 0 A %A -n _Av X L J 00 11191113.101 5111AI-1 uIpwai 01 woolpaja ve� uoqol!N V 51.11AI-1 Sullsixg* Sullsix,3 U!ISIXD q')jJRw 01 c- �aoalaags Mau 1?U11!33 0 o koojO pus onSuol oAowol -A 00, 0 0 CD cr 0 0 CD < UMOLIS SE Sjjl?A% OAOUD J L CD 0 CL U) .3 yri 0 0lz)uud4lrM co paouldw aq o loop aAow�j pqg%qi-t aq of Z5 1, loop ZIA1Q1u3j 17-71 0 F i s;)j'lxg Suiqwn d V sonei simiqua AoLU3.1 0 rtt m > ul'awal 01 03WO 2?ulls !X'J U19W X. 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LL -uou�,lnb in )-Tv O 'pj!nq ipix, "(flimp NJ silotsimillipjI [to ll.4wljs StIOESTIlu lip :111 .10 )Sf-I %igul.'auct 3jltJS loll 0(1 .1 0 CID STLON Nv-1d =r w ro In (D PIAOLU-31 oq of jjvm'5uijsyx;) 0 U., IN II Av (D <--------- — ------------ new staff s down c 0 -0 Existingiv Existing Existing chinincytore ain Existing E: isti Ig window to remain window to remain window for mai' I windo*s tc rerr ain °n -- -- , • ; 1 1 y f corner') o o I I C l�arciuseV I ' �D N = { Existin range/oven &hood DW ccl gzo Bath to remain q ivin C Existing ! l microwave nt r New peck �I g New Kitchen � I Office to remain ` drawer E — _ _ I I new ° Pantry a` -i new island w o _ iV J a new door = e '- ----- J. N 3 r replace all doors as shown with - C uo xsl ngle panel shaker door ��•. _ door I, 8'-0" _ I LU o f --- p move panel iv z new door to this wall new half wall n handrail height new handrail w/cable railing T I I new beam above ceiling t ing T to^o see engineering Y _ s ! I I L •R - L x I U LL C I >; remove tongue and groove Q U ceiling, new sheetrock 0 CE ceiling to match existing II Existing Existing�c Bedroom to remain Living to remain ui Living &Kitchen 777 (f I Existing Existing SILL @ 38" AFF SILL @ 38" AFF SILL @ 30" AFF window to remain window to remain Existing Existing Existing window to remain window to remain windows to remain i _ O U rt3 in v+ U n �o �.. E - v CEJ V C (3 W a ,- 00 ; N ------------- LL a L i j (6 +t6 L C(.1 - L O L C U) G 0 U I_ EVI10f BP# t0eS/ c'- C.367 I Ln v 1 _l 9 o1c' Q DATE v z SIGNED m = ------ ` .- OFFICE C0 i PY 1 I � 1 V i I -0 j, O ! O ! I C A N E j Ln JAN 2 4 220 Q) New First Level Floor Plan z E A2.2.2 S LA2.2 IU` 12' p 2' 4' 3' �' 1 f I C�' GENERAL NOTES ALL -THREAD NOTES 1. CODES USED: 2017 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING 1. ALL -THREAD COWECTORS TO BE 3/8" DIAMETER BARS PLACED AT 4' O.C. IN ALL BEARING EDITION, ACI, NDS, APA AND ASCE7-10. WALLS, UNLESS NOTED OTHERWISE ON PLANS. 2. THE ALTERATIONS FOUND WITHIN THESE PLANS ARE DESIGNATED ADDITION IN COMPLIANCE 2. ALL -THREAD USED IN SHEARWALL AND HIGH UPLIFT TRUSS HOLD-DOWN APPLICATIONS MAY BE WITH SECTION 301.1.2 OF THE EXISTING BUILDING CODE. COUNTED AS PART OF THE DESIGNATED O.C. SPACING. 3. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE 3. PLACE ALL -THREAD RODS WITHIN 6" TO 10" OF EACH CORNER AND AT EACH INTERSECTION OF CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. BEARING WALLS. RECOMMENDED INSTALLATION SEQUENCE IS: 4. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO A. PLACE SHEARWALL RODS (SPECIFIED ON PLANS) COMMENCING CONSTRUCTION. B. PLACE HIGH UPLIFT RODS (SPECIFIED ON PLANS) AND/OR THE FOOTING DETAILS SHEET. C. PLACE CORNER RODS 5. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR D. PLACE ALL OTHER RODS. THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED 10.0 PSFDECK OTHERWISE ON THE PLANS. 4. ALL -THREAD SHALL BE DRILLED AND EPDXIED INTO FOOTING WITH SIMPSON SET EPDXY 50.0 PSF SYSTEM, OR APPROVED EQUIVALENT. ALL -THREAD EMBEDMENTS FOR SHEAR WALLS AND HIGH 6. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE UPLIFT TRUSS CONNECTIONS ARE SPECIFIED IN THEIR RESPECTIVE DETAILS. OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. O SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT 5. WHERE NECESSARY, ALL -THREAD COUPLERS SHALL BE RATED NOT LESS THAN 3200 LBS. DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED ASSUMING 2500 PSF SOIL CAPACITY. 6. MINIMUM EMBEDMENT OF ALL -THREAD SHALL BE: 7. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, 6" - TYPICAL WALLS, MONOLITHIC FOOTING THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, 7" - EXTERIOR WALLS, STEMWALL FOOTING WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK. 8" - MASONRY WALLS 8. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL 7. ALL -THREAD EMBEDMENTS FOR SHEARWALLS AND HIGH UPLIFT CONNECTIONS ARE SHOWN IN EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND THEIR RESPECTIVE DETAILS ON THIS SHEET. NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION 8. USE 2" SQUARE WASHERS ON ALL -THREAD AND ANCHOR BOLT LOCATIONS, U.N.O. DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER 9. WHERE THREADED RODS ARE NOT ABLE TO BE INSTALLED DUE TO FIELD LIMITATIONS, IT IS MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING ACCEPTABLE TO PLACE A DOUBLE 2X STUD GROUP. FASTEN STUDS TOGETHER WITH (1) ROW CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE OF 10d NAILS. FASTEN THE STUDS TO THE TOP AND BOTTOM PLATES WITH (2) SPH. PLACE A 1/2" RESPONSIBILITY OF THE CONTRACTOR. ANCHOR BOLT WITH 6" EMBEDMENT WITHIN 6" OF DOUBLE STUD GROUP. CONCRETE NOTES 10. IN LOCATIONS WHERE SECOND FLOOR BEARING WALLS BEAR ON BEAMS/HEADERS BELOW, IT IS 1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST ACCEPTABLE TO DRILL THE THREADED RODS THROUGH THE HEADER AND FASTEN THE BOTTOM EDITION, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", AND ACI 301, LATEST OF THE ROD WITH A 3" SQ WASHER AND NUT. EDITION, "SPECIFICATIONS FOR STRUCTURAL CONCRETE". EPDXY NOTES 2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/-) ALL CEMENT SHALL CONFORM TO ASTM C150, TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE %" INCHES FOR 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER FOUNDATIONS, AND Y4" FOR ALL SLABS AND SHALL CONFORM TO ASTM C33. EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER, 3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. 2 MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE 4. 4" 3000PS1 CONCRETE SLAB WITH 6X6 W1.4 X W1.4 WWM OR 1/2" FIBERMESH OVER A 6 MIL. ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. ACCEPTABLE EPDXY PRODUCTS ARE: VAPOR BARRIER AND TERMITE TREATED SOIL. HILT[ HY150, HILTI HSE2421, SIMPSON STRONG -TIE SET OR APPROVED EQUAL. 5. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN FOOTING. ACCORDANCE WITH APPLICABLE SAFETY LAWS. 6. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM -A615. ALL 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 CONCRETE REINFORCEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN PSI AND TENSILE STRENGTH OF 2,300 PSI. FORMS AND SECURED IN PLACE IN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT". 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE DIAMETER OF THE STEEL MEMBER BEING INSTALLED. 7. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC., AS REQUIRED FOR MECHANICAL TRADES BEFORE CONCRETE IS PLACED. 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SH LL BE DRY PRIOR TO INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERI ,YS MATERIAL SUCH AS 8. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", LAITANCE, DUST, DIRT, AND OIL. WHICHEVER IS GREATER. 6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE 9. CORNER REINFORCEMENT SHALL BE LAPPED 25". MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS 10. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE 10.1. 3" FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL TO 10.2. 2" FOR CONCRETE EXPOSED TO EARTH AND WEATHER DO THE WORK. 10.3. 1112" FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY SHEATHING NOTES REINFORCEMENT. 11. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, FOR WALL SHEATHING: INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE 1. FOR STUCCO AND STONE: MIN 32" OSB OR PLYWOOD, SPAN RATING 32/16, INSTALLED DETERMINED FROM FOUNDATION PLAN, CONTACT THE ENGINEER OF RECORD. VERTICALLY, OR MIN 16" OSB OR PLYWOOD, SPAN RATING 32/16, INSTALLED HORIZONTALLY, TO WALL FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. 12. STEM WALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF 2. FOR ALL OTHER VENEER: MIN -s" OSB OR PLYWOOD, SPAN RAI-ING 24/16, INSTALLED STEM WALL WILL EXCEED SIX (6) COURSES IN HEIGHT. VERTICALLY OR HORIZONTALLY, TO WALL FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD (BLOCKED PANEL EDGES) OR 6" O.C. EDGE AND FIELD (UNBLOCKED PANEL 13. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEM WALLS, THE TOP TWO COURSES OF EDGES). STEM WALL MUST BE FILLED. 3. FOR CURVED WALLS: TWO (2) LAYERS OF a' PLYWOOD. FASTEN WITH 10d NAILS AT 6" O.C. ON FRAMING NOTES EDGE AND 12" O.0 IN FIELD. OUTER LAYER OF PLYWOOD PANEL EDGES MUST BE LAPPED 24" MIN WITH INNER LAYER. SHIM FRAMING AS NEEDED FOR TIGHT FIT. 1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2017 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD FOR ROOF SHEATHING: CONSTRUCTION. 1. FOR SHINGLE AND METAL ROOF: MIN 16" OSB OR PLYWOOD, SPAN RATING 24/16, INSTALLED PERPENDICULAR TO ROOF FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. FIELD. 3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE 2. FOR TILE ROOF: MIN 32" PLYWOOD, SPAN RATING 32/16, INSTALLED PE PENDICULAR TO ROOF FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER 3. SINGLE CLIP PANEL EDGES. INSTALL PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. STAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVER SINGLE SPANS DUE TO FIELD CONDITIONS, BLOCK PANELS AT 12" O.C. 4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE TREATED. FOR FLOOR DECKING: 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. 1. MIN 4' T&G OSB OR PLYWOOD, SPAN RATING 48/24, INSTALLED PERPENDICULAR TO FLOOR FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. 2. USE OF APA RATED STURD-I-FLOOR IS ALLOWED WITH A MINIMUM SPAN RATING OF 48/24 AND MINIMUM a' THICKNESS. 7. DIMENSION LUMBER 7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS FOR PORCH CEILING SHEATHING: 7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. 1. MIN 8" OSB OR PLYWOOD, SPAN RATING 24/0, INSTALLED PERPENDICULAR TO CEILING FRAMING. 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH FASTEN WITH 8d NAILS AT 3" O.C. ON EDGE, 12" O.C. IN FIELD. SIMPSON STRONG -TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND LOAD TABLE COMPONENT AND CLADDING LENGTH PER THE DETAILS. ROOF: DESIGN PRESSURES 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED LIVE LOAD: 20 0 PSF BELOW: DEAD LOAD: 7.0 PSF 8d = 0.131" x 2-1/2" CEILING: -32.0 10d = 0.148" x 3" LIVE LOAD: 10.0 PSF 12d = 0.148" x 3-1/4" LIVE LOAD -STORAGE: 30.0 PSF 16d = 0.162" x 3-1/2" DEAD LOAD: 5.0 PSF 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN FLOOR: -24.0 AND/OR THE FOOTING DETAILS SHEET. LIVE LOAD: 40.0 PSF 20.8 DEAD LOAD: 10.0 PSFDECK 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. LIVE LOAD: 50.0 PSF WIND LOADS: EFFECTIVE AREA, SF END ZONES, PSF INTERIOR ZONES, PSF 0-20 24.4 -32.0 24.4 -26.6 20-50 22.9 -28.8 22.9 -25.3 50-100 21.6 -27.2 21.6 -24.0 100-200 20.8 -24.4 20.8 -22.9 WIND SPEED: 130 MPH EXPOSURE: C IMPORTANCE: 1.0 BUILDING CATEGORY: II ENCLOSED BUILDING: Yom' INTERIOR PRESSURE O COEFFICIENT: 0.18 ROOF PITCH: MATCH EXISTING 10" 10" X-2" 10'-7" (V 04 r I I JB ih TYP. ! i ! ! I ' ! EXISTING HOUSE ! ! l� i ! ! i ! l ! FOUNDATION PLAN 58"x12x12"" DEEP FOOTING WITH #5 BARS AT 12" O.C. EACH WAY. 24"x24"x12" DEEP FOOTING WITH (3) #5 BARS EACH WAY 4'-9" SHEET INDEX S1.01 GENERAL NOTES co FOUNDATION PLAN AND DETAILS S2.01 FIRST AND SECOND LEVEL FRAMING o N PLAN AND DETAILS I •F�, I T' �LtJ B * 2'-0" VERIFY EXISTING FOOTING 2'-0" PLAN VIEW I Z-0" 1'-0" LO F--� i! I L Cn F I I I L --J B B 7'-4" TYP. 12" #5 BAR AT CENTER OF EACH SIDE. t �I v I_ so _TT i -I --7 e 6 MIL VAPOR BARRIER OR EQUIVALENT WATERPROOFING BETWEEN COMPACTED SUBBASE AND FOOTING/SLAB 24"X24"X12" FOOTING WITH (3) #5 EACH WAY. INTERIOR BEARING FOOTING 3/4" = 1'-0" ❑ Q_ o_ Q m ,r, w N 0 °o ❑ z z w `m � z o 0 o a O U W U) Z) ❑ w T 6 N W o cn ❑ z O D) w Z of I w Z) w TZQ a w m N N M M N N M J U - _r Q w m U H Z J Q � Z co CL. O o N .0nC7 Yom' U' O off' 3w 2 O nU _N o0 F UU o � Z W� CL. O - z z <C O ._I 9 F W Q < W 0 Z % ` Z W Z) Q c� O LL U C M CCD rnti d► *10k V dU CO) ca (a p o 0 U LLLL N N U 04 N J � LL _ t N � aC6i Q cq m o ao v -2 � Ch C Nvii O y N O C) U 0 U CO M �0!!�WAY/VF �'�. o��•, •��IIFie 9�'9�>2 /1/: G Ftm= 0 a No. 59328 ; 70 = STATE OF Sheet No. S1.01 6X6 SYP PT POST, TYP. FIRST LEVEL WALL PLAN 1/4" = V-0" (1) 2X12 (1) 2X12 EXISTING HOUSE (:?) 2X12 _ SECOND LEVEL WALL PLAN 6X6 SYP PT POST, TYP. (2) 2X12 (2) 2X12 (2) 2X12 LCE4 (2) 2X12 PERIMETER BEAM lit] 'I 2X12 STRINGERS, TYP 3 IIl�I� 1, 2X12 STRINGERS, TYP 3 2X4 BLOCK UNDER STRINGER FASTEN TO BLOCKING WITH 1/4"X4" SCREWS AT 12" O.C. 6X6 PT NO.2 SYP POST. FASTEN °• TO FOOTING WITH ABU66 .0 I 1-1 1I- 0 SEE FOUNDATION PLAN. T 711- i-ij NILI 1 TAIR LANDING SECTION 3/4" = 1'-0" 2X12 STRINGERS, TYP 3. FASTEN TO BLOCK WITH A35. 2X10 BLOCKING. FASTEN TO BEAM BELOW WITH 1/4"X4" SCREWS 2X6 LANDING JOISTS AT 24" O.C. 2 PERIMETER BEAM LCE4 6X6 PT NO.2 SYP POST. FASTEN °• TO FOOTING WITH ABU66 o. IIII I III 4 i— SEE FOUNDATION PLAN. 1-I�,I11III17 2 q314" FRAMING NOTES AND LEGEND TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, UNO. STUD MATERIAL: 2x No. 2 SPF, UNO. HEADERS: ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. HEADER NOTATION IS: NUMBER OF PLIES IN HEADER NUMBER OF KING STUDS (2) 2' x6'2:1 I NUMBER OF CRIPPLE STUDS SIZE OF DIMENSIONAL LUMBER PORCH/GLULAM BEAM INTERIOR BEARING WALL �\ VERIFY OR PLACE STUD GROUP UNDER BEAM BEARING. NUMBER OF A ) STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS. FASTEN BEAM TO STUD GROUP WITH (2) MSTA24. FASTEN STUD GROUP TO POST BELOW THRU FLOOR SYSTEM WITH (2) MSTA36. USE 10d NAILS IN ALL HOLES. PLACE 6x6 POST UNDER STUD GROUP ABOVE. SEE NOTE "A". ( B ) FASTEN POST TO FOOTING WITH ABU66. USE 10d NAILS IN ALL �J HOLES. 2x6 NO.2 SYP LEDGER • FASTEN TO EACH STUDITRUSS VERTICAL WITH (3) 1/4"X4" WOOD SCREWS • FASTEN TO BAND BOARD WITH (3) ROWS OF 1/4"X4" WOOD SCREWS AT 16" O.C. OPLACE 4X4 SYP PT POST UNDER BEAM BEARING. FASTEN BEAM TO POST WITH (2) MSTA24. FASTEN POST TO STUD GROUP BELOW THRU FLOOR SYSTEM WITH (2) MSTA36. VERIFY OR INSTALL STUD GROUP BELOW, MIN 3 STUDS. /-� FASTEN BEAM TO LVL WITH HU48 WITH (4) 10d NAILS INTO BEAM AND E (10) 16D NAILS INTO LVL. O(2)2x10 NO.2 SYP LEDGER. FASTEN TO EXISTING BEAM WITH (2) F ROWS OF SDS25600 AT 12" O.C. STAGGERED. (2) 2X12 DECK BEAMS. FASTEN TO POSTS WITH (2) 3/4" THROUGH BOLTS. BOLT PATTERN A. 5/4" PT DECKING FASTENED TO JOISTS WITH (2) 3/16" GALV DECK SCREWS AT EACH INTERSECTION. 2X8 DECK JOISTS AT 24" O.C. FASTEN EACH END WITH LUS26, ALL HOLES FILLED WITH 10d NAILS. 40.2 SYP POST. FASTEN TING WITH ABU66 SEE FOUNDATION PLAN. aTYPICAL DECK DETAIL 3/4" = 'I '-U" C, C7 C7 m� M w LO N > o w o c z F - z a� w a � z 0 0 U o 11-- 0 tY w W D fn DO 6 N H O cn ¢ z 0 D > o ww z U Z w O cy) U UM N W CV z Z) c+) i- W W LLL Z p Q = U U W v w Q m U m v Z z p Z 04 Q J Q m O U U) O m UOD c*4 C M ((D rn I- ai ;Lot �! Lu ¢ aU :3 mm V) v v C c •c 0 0 0 U "- U- a� U L- LO 0 04 U M N� J 7 LL C ' .0 Nm cam Q i4 m o 00 a°�o M N(1)0 v p Y N O cts U 0 U c a) `,\\Illi►/II WAY/v'c _ C7 No. 59328 • NATE OF •••.• < O RIOP;•• •���: i••••......•• O Sheet No. S2.01 00 � Z CD N a 0 N U� N (0w O� CL C7 N p O U Q p UOD c*4 C M ((D rn I- ai ;Lot �! Lu ¢ aU :3 mm V) v v C c •c 0 0 0 U "- U- a� U L- LO 0 04 U M N� J 7 LL C ' .0 Nm cam Q i4 m o 00 a°�o M N(1)0 v p Y N O cts U 0 U c a) `,\\Illi►/II WAY/v'c _ C7 No. 59328 • NATE OF •••.• < O RIOP;•• •���: i••••......•• O Sheet No. S2.01 pz � Z O c) UOJ W Z Q U) - �-- p Z W 0 Q LL 0 i..._ UN) _j z 0. W > LL W UOD c*4 C M ((D rn I- ai ;Lot �! Lu ¢ aU :3 mm V) v v C c •c 0 0 0 U "- U- a� U L- LO 0 04 U M N� J 7 LL C ' .0 Nm cam Q i4 m o 00 a°�o M N(1)0 v p Y N O cts U 0 U c a) `,\\Illi►/II WAY/v'c _ C7 No. 59328 • NATE OF •••.• < O RIOP;•• •���: i••••......•• O Sheet No. S2.01 ATTACHMENTS & SITEWORK SEALANT NOTES 1. Use materials appropriate to the application for maximum life and optimum 1. appearance. All joints should be sound, clean, dry & free of contaminants. Caulking or sealant should be applied in accordance with spec data sheets and manufacturer's specific recommendations. Colors shall be selected by 2 homeowner from manufacturer's standard colors. Caulking or sealant shall be installed so that finish surface is smooth, even & regular. 2. Caulking shall be installed at interior dry joints between dissimilar materials as required. 3. Sealant shall be installed at exterior or damp interior joints between dissimilar 3. materials as required. Prime all substrates w/primer as recommended by manufacturer of sealant. Apply sealant from the bottom up. Apply sealant when 4• joint is approximately half -way between design extremes. Use flexible open -cell polyurethane foam backer rods at all butt joints to create a sealant joint no thicker than 1/2 the width of the joint, but in no cases thinner than 1/8" or thicker than 3/8". Lap joint depth shall be no greater than 1/2 the width of the 5. joint. 6 CABINETS & FURNITURE 7 MILLWORK 1. Do not scale drawings. Use only dimensions shown on drawings. If dimensions are in question, the builder shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. 2. Field -verify all dimensions before beginning millwork fabrication. Verify all kitchen equipment sizes w/homeowner before ordering cabinets. 3. All cabinet dimensions shown on floor plans or elevations are to primary surface of cabinet. Countertops typically overhang these dimensions & kickspaces underhang them. 8. 4. Provide pre -finished closures, trim or moldings as required to fit walls or furrings. 5. Builder shall provide adequate wood blocking in walls to secure millwork, 9. shelves, fixtures, mirrors, grab bars & toilet accessories as required to walls. 6. See Finish Schedule for wall, base, floor & other finishes. 10. 7. All materials shall be moisture -resistant in countertops w/sinks, lavatories or other plumbing. Plywood to be covered w/plastic laminate shall be 11. cabinet -grade AA fir plywood. All totally concealed wood framing shall be #2 southern yellow pine. 8. Sections and details shown may not cover all cabinet conditions, but are 12. intended instead to indicate the general design and character of the cabinets. In cases where no detail is shown, use most similar condition detailed and modify for cabinet elevation shown. 1. 2. 3. 4. a 7 s MASSING & WALLS CONCRETE MASONRY UNITS All structural information shown is for reference purposes only. A local licensed 1. structural engineer shall design to actual site conditions & design all structural 7 - elements such as footings, foundation walls & slabs. the builder shall be obtain clarification before continuing with All masonry shall be laid plumb, true and square w/filled joints. All walls shall be 2. adequately braced until securely tied to the structure. No work shall be done 8• subject to freezing conditions. All exposed work shall be brush -cleaned to be building for at least 48" outside building perimeter. Builder shall 2. free of surface mortar. finish floor elevation in consultation with homeowner. Builder shall All masonry work below finish grade shall be filled with grout. This includes all 9' cores, cavities & other spaces. 3, Newly laid masonry shall not be disturbed in any manner. Any section which 4. has been disturbed before mortar has set shall be completely removed & re-laid. 10. Protect masonry work from moisture and temperature changes at the end of ii. each day's work. 12 Concrete masonry units shall be sound, dry, clean & free from cracks. CMUs drains in the ground below eaves can carry water successfully away from shall be Grade A units conforming to ASTM C-90. CMUs shall be laid running If gutters & downspouts are used, locate to allow drainage to flow bond using full & half -blocks unless noted otherwise. Saw -cut blocks if 13. non -modular dimensions are required. 14. CMU bearing walls shall be minimum 8" thick, & shall be reinforced 5 w/truss-type reinforcing every other course. & round downspouts should the homeowner elect to install gutters & Reinforce CMUs vertically by filling cores from footing to top of wall w/grout 6 & rebar. Reinforce CMUs @ corners by filling all such cores from footing to shown shall be Architectural Grade. This grade includes top of wall w/grout & rebar. Reinforce CMUs within 16" of beam or girder -proportioned base & capital details & proper entasis (taper). 8. bearing or other concentrated loads by filling all such cores from footing to top shall be sized to match actual window openings. Mount with hinges & of wall w/grout & rebar at each core. Reinforce 1 CMU core under each end of ii. bond beams by filling all such cores from footing to top of wall w/grout & rebar question, the electrician shall be responsible for obtaining clarification at each core. Reinforce all openings in CMU walls larger than 12" in any 1• direction w/rebar at all sides of the opening. Extend bars 24" past corners of 2' opening. Reinforcing bars shall be ASTM A-615 Grade 60 or better, refer to 3. Engineering. Extend hook bars of same size as vertical reinforcing into footing & 4. lap vertical reinforcing 24" minimum. Install bond beam course w/1 #5 -o continuous @ top of all CMU retaining walls & above all door & window accessories, etc. for complete installation whether or not every item openings. is shovvn Consult with a licensed structural engineer if CMU walls will be required to act 7• as retaining walls. Backfill after first floor is set. 1. Mortar shall be freshly prepared and uniformly mixed. All mortar joints shall be certai:,n completely filled as the masonry units ere laid. 9• Grout shall be freshly mixed of fluid consistency and uniformly mixed. Fill cells size, brand name, capacity or other characteristic of the engineered of masonry in vertical reinforcing in lifts not to exceed 48". 2• Verify masonry wall reinforcement & turn up equal quantity & sizes of rebar out All window, door and soffit assemblies shall be designed to withstand the design 9' ed of footing at locations for wall reinforcement so that reinforcement is continuous 3' from wall into footing. showri Provide anchor bolts at all reinforced CMU cores as noted above, or if 15• foundation is concrete, provide anchor bolts 48" OC maximum & at all corners 4- & edges of openings for connection of framing to concrete or masonry work. S. WALL FRAMING All structural members shall be sized to carry all imposed loads by structural 1 engineer. Wall framing & blocking shall be white pine, spruce, or fir, stud grade or better. All framing & blocking lumber shall be kiln -dried to a moisture content of 19% or better. 2. All wood in contact w/concrete, earth, masonry, or in a moist location shall be pressure -preservative -treated with a water -borne preservative applied by vacuum process in closed cylinder & shall be kiln -dried after treating. 3• Wood blocking shall be solid & shall match the depth of the primary framing members. Provide blocking in wall to secure mounted millwork shelves, fixtures, mirrors, toilet accessories & other items requiring a permanent attachment to the wall. Interior walls shall be 2x4 studs (3 1/2" thick) & exterior walls shall be 2x6 studs (5 1/2" thick) unless noted otherwise. Exterior walls of garages & other unheated areas shall be 2x4 studs unless noted otherwise. 4• Headers shall be sized by structural engineer to meet all local live & dead load requirements. Install minimum 2x4 liner under each end of all headers. Install 2x6 over top plate of wall in walls parallel to framing above for sheetrock 5• blocking. Install minimum 3 studs @ beam bearing points unless noted otherwise. Exterior Wall sheathing shall be 1/2" CDX plywood sheathing. Exterior Wall sheathing shall be wrapped in 30 lb. felt or equal. Install as per 6. manufacturer's recommendations, making sure to achieve an airtight seal at the edges of the wrap & at all interior joints. FINISHES 1. Wallboard & ceiling board shall be screw -attached 5/8" fire -rated gypsum board ELEVATION NOTES conforming to ASTM c36-64. Use of this material in lieu of standard 1/2" 7 - gypsum board will result in a stiffer, straighter, smoother wall at slightly elevated the builder shall be obtain clarification before continuing with cost. All details used in these drawings are based on 5/8" gypsum board. Builder shall verify all dimensions & conditions at jobsite. 2. Wallboard @ the shall be equal to Georgia-Pacific Dens -Shield tile backer board. 8• 3. Wallboard @ damp areas shall be equal to screw -attached 5/8" moisture resistant building for at least 48" outside building perimeter. Builder shall 2. gypsum board @ all areas exposed to high humidity levels such as bathrooms. finish floor elevation in consultation with homeowner. Builder shall 4. Sheetrock accessories shall be equal to USG. All exposed corners and gypsum 9' board edges shall have appropriate metal accessories. Sheetrock joint treatment shall also assure that there is adequate clearance between finish grade materials shall conform to ASTM c476-64. Tape all joints & apply 3 coats of wood construction. joint compound. Sand between coats and after the final finish coat. 10. 5. Tile showers shall be constructed to at least the following minimum standard: ii. Wall tile shall be installed over Georgia-Pacific Dens -Shield tile backer board or 12 equal and shall be installed to an elevation of 72" or higher as required to drains in the ground below eaves can carry water successfully away from produce full (uncut) tile throughout the height of the wall. The floor shall be If gutters & downspouts are used, locate to allow drainage to flow prepared by grouting to slope to drain over a waterproof membrane. Floor tile 13. shall be laid according to Owner or Architect. Small bullnose trim shall be used 14. at all edges. Cove trim shall be used at all interior corners, unless otherwise shown. The Architect suggests the use of traditional half -round noted. & round downspouts should the homeowner elect to install gutters & 6. Remove all rust, grease & erection marks from surfaces to be painted. Fill and 7. sand all woodwork with an appropriate filler before beginning work. Filler coats shown shall be Architectural Grade. This grade includes shall be applied after the priming coats are dry on surfaces scheduled for painting -proportioned base & capital details & proper entasis (taper). 8. or enameling. Filler shall be tinted to match woodwork on all stained or shall be sized to match actual window openings. Mount with hinges & natural -finish surfaces. All knots, pitch pockets & sap streaks shall be shellacked ii. before paint is applied. All finished surfaces shall be left smooth, even & free question, the electrician shall be responsible for obtaining clarification from defects. Brushwork shall show even coatings free from brushmarks. Do not before roll -apply any paint on trimwork or other wood. Trim shall be brush -applied 12. only. No paint shall be applied to wet or damp surfaces or until undercoat is dry. at jobsite. Coverage shall be complete so that no primer or substrate may be seen through Drawings the finish coat(s). -o King Residence 1242 Beach Avenue Atlantic Beach, FI PLAN NOTES SIDING NOTES 10. Exterior shingle siding shall be Hardi Lap siding similar. Any new Brick shall be match existing. All exposed CMU shall be Stucco finished. Stucco finish shall be smooth sand. All siding shall be installed as per Manufacturer's instructions. 1 ELEVATION NOTES Do not scale Drawings. Use only dimensions shown on drawings. If dimensions 1. are in question, the builder shall be obtain clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. Finished grade lines shown are approximate. Verify that finished grade slopes away fi-om building for at least 48" outside building perimeter. Builder shall 2. establish finish floor elevation in consultation with homeowner. Builder shall take into account design intent, including number of steps, water table masonry, 3. etc. Builder shall also assure that there is adequate clearance between finish grade & any wood construction. See details for exterior materials not shown here. 4. Gutters & downspouts may not be shown for clarity. Homeowner may elect to use rain diverters over doors & walkways in lieu of gutters. Properly -planned 5. French drains in the ground below eaves can carry water successfully away from the house. If gutters & downspouts are used, locate to allow drainage to flow away from house, adjacent structures & property line. Locate downspouts in 6. non -visually -offensive locations Do not locate downspouts on front face of housesinless shown. The Architect suggests the use of traditional half -round gutters & round downspouts should the homeowner elect to install gutters & downspouts. 7. All columns shown shall be Architectural Grade. This grade includes correctly -proportioned base & capital details & proper entasis (taper). 8. Shutter's shall be sized to match actual window openings. Mount with hinges & hold ins place with shutter dogs located at bottom rail as shown. 9. SIDING NOTES 10. Exterior shingle siding shall be Hardi Lap siding similar. Any new Brick shall be match existing. All exposed CMU shall be Stucco finished. Stucco finish shall be smooth sand. All siding shall be installed as per Manufacturer's instructions. 1 3 4 9• Mech. Elec. & Plumbing Systems Project information MECHANICAL NOTES DESIGN CRITERIA: Building Classification: Residential AO.1 System shall be designed in accordance with all applicable codes, standards & Building Type: Type V Construction requirements of local utility officials. Design engineer shall prepare calculations TRIMWORK NOTES for equipment sizing, duct sizing, accessory arrangement, etc., and shall prepare All finish work shall be executed by qualified subcontractors, and shall be filled, 2. 3 sanded smooth and ready for finishes. Trim materials should be tempered to - ambient project conditions. All finish lumber, trim, moldings & millwork shall Unless otherwise noted, project site considerations shall be the responsibility of the have a moisture content of 12% or better. 4. Exterior fascia shall be backprimed solid wood, & screwed @ corners (see associated with FEMA flood hazard and/or DEP zones. Drawings for widths). Finger joint material is NOT allowed. All valves, dampers & other control devices shall be accessible for operation & Exterior soffits shall be backprimed solid wood up to ii" in width or sh.111 be as to insure the safety of the building and its component parts during 1/2" smooth factory -primed exterior hardboard if greater than i i" wide (see 5• Drawings for widths). Finger joint material is NOT allowed. 6. Exterior cornerboards & casing shall be backprimed 2x solid wood (see 7' Drawi7zgs for widths). Finger joint material is NOT allowed 8 Intericr trimwork shall be shapes as shown on drawings. Provide pressure regulators for all gas equipment as required for proper It is the owner's and/or contractor's responsibility to obtain a soils exploration .ELECTRICAL PLAN NOTES 9. Coordinate with electrician concerning items requiring electrical service such as noted assumptions. All requirements for site preparation and soil compaction to. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions ii. are in question, the electrician shall be responsible for obtaining clarification devices prior to the operation of system. The Builder shall test and balance all before continuing with construction. Builder shall verify all dimensions & 12. conditions at jobsite. heaters. Route drain lines down to floor drain or utility sink in utility room Drawings are diagrammatic only. Furnish all conduit, wiring, panels, breakers, -o disconnects, accessories, etc. for complete installation whether or not every item 13• is shovvn or specified. 7• These drawings are intended as general guidelines for purposes of establishing valve. certai:,n minimum criteria, & do not necessarily represent the final layout, 9• arrangement, size, brand name, capacity or other characteristic of the engineered 14• system. System shall be designed in accordance with all applicable codes, All window, door and soffit assemblies shall be designed to withstand the design 9' ed standards & requirements of local utility officials. Deviations from the concepts locations shall be reviewed & approved by Owner or Interior Designer showri on these Drawings should be supported by design calculations. Design 15• enginer shall prepare calculations for loading & equipment sizing, accessory eement, Switches shall be located adjacent to but not intersecting door casing or arrangement etc„ and shall prepare final drawings accordingly. i6. InstaL'1 GFCI outlets as required by applicable codes. These areas include ganged tight together & shall be covered with a single plate designed for receptacles in a bathroom, kitchenette, or other area where running water is present or areas exposed to the weather. Support all fixtures rigidly from structure of building. Install hardwired smoke detectors with battery backup on all floors. Interconnect detectors so that all will sound should one detector activate. Verify number of type & switching. smoke detectors required & locations w/homeowner & code requirements. 1' Detectors shall be installed in all sleeping areas just outside bedrooms as a z. minimu i m. Some equipment shown on other plans may require electrical service, such as 3. water heaters, condensing units, air -handling units, condensate pumps, etc. Electrician shall include electrical service to all such equipment. Coordinate with 4. other trades concerning items requiring electrical service. Coordinate service & 5. ampacity required. Provide one duplex outlet & one light if unit is in non -lit 6• area for every condensing unit & every air -handling unit as required by applicable codes. Outlet shall be weatherproof GFCI if unit is exposed to weather. Obtain name plate rating of all equipment before roughing in & provide wiring of proper size, voltage & ampacity. Provide fused or non-fused disconnect switch as required. 1• Provide panelboards of proper voltage & ampacity for all electrical circuits. More than one panel may be required due to number of circuits required. Provide a z' minimum of 8 spare circuits. Verify service requirements with local power company including transformer 3 locations & types, disconnects at exterior of building, voltages, ampacities & 4 other details of electrical construction. Size all feeders according to NEC requirements. Run all cable concealed in walls, ceilings or floors unless noted otherwise. Support all fixtures & other items rigidly from structure of building. GFCI receptacles may be laid out so that one GFCI receptacle protects other standard receptacles beyond it if there is at least one GFCI receptacle in a room I and if'they can all be on the same circuit. Insulate & seal solidly behind receptacles in exterior walls. Kitclien equipment service may not be shown on plan. Verify whether equipment should be hardwired or requires an outlet & connect as required. Provide circuits sized as required for load. 3 4 9• Mech. Elec. & Plumbing Systems Project information MECHANICAL NOTES DESIGN CRITERIA: Building Classification: Residential AO.1 System shall be designed in accordance with all applicable codes, standards & Building Type: Type V Construction requirements of local utility officials. Design engineer shall prepare calculations 2. for equipment sizing, duct sizing, accessory arrangement, etc., and shall prepare 3• final drawings accordingly. 4' Furnish all ductwork, control wiring, piping, fittings, accessories, etc. for sale or distribution of any part of these Plans without the prior written consent of complete installation. Michael L Sherrod represents a violation of Federal Laws subject to the Insulate all heating or condenser water lines in uninsulated spaces w/tubular Unless otherwise noted, project site considerations shall be the responsibility of the foam insulation. Insulation shall be of self-sealing type or shall be taped closed owner and/or contractor. Examples of such items include, but shall not be limited to, w/foil-faced tape. determination of grade elevations, drainage features, and special requirements Closely coordinate work with all other trades. Maintain ceiling heights &- duct associated with FEMA flood hazard and/or DEP zones. spaces provided. The contractor is responsible for the means and methods of construction. It is the All valves, dampers & other control devices shall be accessible for operation & contractor's sole responsibility to determine the procedure, sequence, and temporary bracing maintenance through accessible ceilings or through access doors or panels as to insure the safety of the building and its component parts during manufactured for such purposes. construction. All units above ceiling shall have auxiliary drain pans installed below entire unit. The contractor shall verify all conditions and dimensions at the job site prior to Route internal & auxiliary drain lines down to floor drain or utility sink in commencing work. utility room or other non-public areas where overflow would be noticed by the builder's responsibility to assure that all work is in strict accordance with the homeowner. The contractor shall supply, locate, and build into the work all inserts, anchors, angles, plates, openings, sleeves, hangers, slab depressions, or other components as Provide fresh air duct to each air -handling unit as per applicable codes. Fresh air may be required to attach and accommodate other work. duct shall extend from intake blower at exterior to return air side of ductwork. equipment are applied, installed, connected, erected, used, cleaned, adjusted, operated and conditioned as directed by the manufacturers, unless Provide pressure regulators for all gas equipment as required for proper It is the owner's and/or contractor's responsibility to obtain a soils exploration operation. Verify gas pressure at meter to determine necessity of regulators. report. The Engineer shall be notified if soil conditions encountered differ from the Coordinate with electrician concerning items requiring electrical service such as noted assumptions. All requirements for site preparation and soil compaction condensing units, air -handling units, condensate pumps, motorized dampers, etc. specified in the soils report shall be followed unless more stringent requirements are specified in these plans. Coordinate service &ampacity required. components are new and of good quality. The Builder shall test pressure -reducing valves, T&P relief valves & other safety devices prior to the operation of system. The Builder shall test and balance all 7.It is the builder's responsibility to check all plan dimensions &details for overall systems prior to completion of the work. accuracy appropriate to the site &final selection of masonry, floor joists, lumber, structural members, veneer, roofing, etc., all of which can create revised Plumbing dimensions & details. For example, use of fabricated floor joists in lieu of standard lumber could increase the floor -to -floor dimension & would require revised System shall be designed in accordance with all applicable codes, standards 2. & requirements of local utility officials. Design engineer shall prepare 3• calculations for pipe & equipment sizing, accessory arrangement, etc., and 4' shall prepare final drawings accordingly. sale or distribution of any part of these Plans without the prior written consent of Furnish all piping, fittings, accessories, etc. for complete installation. Michael L Sherrod represents a violation of Federal Laws subject to the Insulate all domestic water supply lines in uninsulated spaces w/tubular prescribed penalties. foam insulation. Insulation shall be of self-sealing type or shall be taped N closed w/foil-faced tape. 5• 6. Cleanouts shall extend to surfaces or shall be provided w/access doors or or Michael L Sherrod. similar devices. Cap all pipe to be left open overnight & protect pipe during 7- installation from dirt, gravel & other debris which might cause blockages or 1. flow restrictions. prior to starting construction of such items. Center all fixtures in space allocated unless noted otherwise. 9• Lead solder is not allowed. 2. Closely coordinate work with all other trades. Maintain ceiling heights & 3• pipe spaces provided. the builder's responsibility to assure that all work is in strict accordance with the All valves, cleanouts & control devices shall be accessible for operation & 4• maintenance through access doors or panels manufactured for such 5. It is the builder's responsibility to assure that all manufactured articles, material, purposes. equipment are applied, installed, connected, erected, used, cleaned, adjusted, operated and conditioned as directed by the manufacturers, unless Soil & vent stacks shall have cleanouts as indicated on Drawings and/or as 5• required by applicable codes for proper maintenance. and preserve all expressed or implied warranties and guarantees. Coordinate placement of all drains with flooring subcontractor. 6. All pressure piping located in inaccessible areas such as under slabs shall be 6. It is the builder's responsibility to assure that all materials, equipment and continuous copper tubing without joints. components are new and of good quality. Coordinate with electrician concerning items requiring electrical service such as water coolers, sensor flush valves & water heaters. Coordinate 7.It is the builder's responsibility to check all plan dimensions &details for overall service & ampacity required. accuracy appropriate to the site &final selection of masonry, floor joists, lumber, structural members, veneer, roofing, etc., all of which can create revised Provide expansion valves & pressure relief valves & drain lines from water dimensions & details. For example, use of fabricated floor joists in lieu of standard lumber could increase the floor -to -floor dimension & would require revised heaters. Route drain lines down to floor drain or utility sink in utility room stairway dimensions & framing. or other non-public areas where overflow would be noticed by homeowner. -o If line is run to exterior, extend line concealed in walls to within 18" of g_ Names of materials & manufacturers shown on these Plans do not represent any finish grade & terminate with 9o' elbow pointed down. endorsement or recommendation by Michael L Sherrod. Final selections of Provide pressure reducing valve as required for proper operation of the 7• system. Verify water pressure at meter to determine necessity of reducing 8. valve. caulking, insulating, flashing, roofing, weatherproofing & many other small items & details not necessarily indicated on the Plans over which Michael L Sherrod, has Seal to wall, floor or countertop around all fixtures with tub & the sealant to 9• match color of fixture unless noted otherwise. To Install shower heads 8o" OC AFF @ wall penetration unless directed 11. otherwise by homeowner. All window, door and soffit assemblies shall be designed to withstand the design 9' ed Bath Accessories 12. Bath accessories are generally not shown anywhere on plans, but should be installed as noted below. Homeowner shall select accessories. Install toilet paper holder 24" OC AFF & minimum 36" OC from wall behind toilet (i per toilet). Install 18" towel bar in tub on wall opposite shower @ 60" OC AFF (i per 1• bathtub). Install 24" towel bar outside tub or shower @ 48" OC AFF (i per tub or shower). Install soap dish @ 36" OC AFF 6 per lavatory). Provide blocking in walls for all bath accessories. Auxiliary Systems 2. structural engineer or other individual acceptable to state & local 3• No alarm systems are shown. Verify alarm requirements with homeowner & 4' install as required. sale or distribution of any part of these Plans without the prior written consent of Telephone outlets may not be shown. Verify telephone requirements with Michael L Sherrod represents a violation of Federal Laws subject to the homeowner & install as required. prescribed penalties. Computer outlets may not be shown. Verify computer network N requirements with homeowner & install as required. 5• 6. Cable TV outlets may not be shown. Verify cable TV requirements with or Michael L Sherrod. homeowner & install as required. 7- framing members. Roof trusses shall be designed, fabricated & erected in accordance w/the 8. LIGHTING NOTES prior to starting construction of such items. the Truss Plate Institute. Truss manufacturer shall provide engineering 9• Light fixtures shall be located as close as possible to locations shown on this plan. 10. Fixtures shall align with or center on each other or with adjacent architectural the latest edition of all applicable National, State, and Local Building Codes. It is elements. Coordinate locations of light fixtures with HVAC grilles so that they the builder's responsibility to assure that all work is in strict accordance with the align with or are at least symmetrical with each other where there may be latest edition of all applicable Construction Standards. conflicts. Grilles & registers shall be blocked as required so that they align with 5. It is the builder's responsibility to assure that all manufactured articles, material, light fixtures. Light fixture & switch locations shall be reviewed & approved by equipment are applied, installed, connected, erected, used, cleaned, adjusted, operated and conditioned as directed by the manufacturers, unless Owner or Interior Designer before installation of sheetrock or other wall & herein specified to the contrary. Builder shall follow all instructions to sustain ceiling finishes. and preserve all expressed or implied warranties and guarantees. Center items shown in ceiling areas unless noted otherwise. Coffer dimensions are shown to face of framing unless noted otherwise. 6. It is the builder's responsibility to assure that all materials, equipment and Switches shall be located adjacent to but not intersecting door casing or trim. components are new and of good quality. Verify trim size & selection for each room. Grouped switches shll be ganged tight together & shall be covered with a single plate designed for that purpose. 7.It is the builder's responsibility to check all plan dimensions &details for overall Switches shall typically be mounted 48" AFF to center of switch. accuracy appropriate to the site &final selection of masonry, floor joists, lumber, structural members, veneer, roofing, etc., all of which can create revised Support all fixtures rigidly from structure of building. dimensions & details. For example, use of fabricated floor joists in lieu of standard lumber could increase the floor -to -floor dimension & would require revised Verify device & plate colors with Owner or Interior Designer. stairway dimensions & framing. Consult Owner & add exterior security lighting if required. Verify lighting type -o & switching. g_ Names of materials & manufacturers shown on these Plans do not represent any Consult Owner & add landscaping lighting if required. Verify lighting type & endorsement or recommendation by Michael L Sherrod. Final selections of switching. Connect all exterior lighting to photocell control relays with materials to be used are the responsibility of the homeowner and/or builder, timeclock override for time -controllable illumination during darkness. including, but not limited to proper installation of materials, nailing, gluing, All fluorescent lamps shall be warm white deluxe. caulking, insulating, flashing, roofing, weatherproofing & many other small items & details not necessarily indicated on the Plans over which Michael L Sherrod, has CEILINGS & ATTICS Al.l A2.1 A2.2 A3.1 Index Title Sheet & Specifications Existing / New Site Plan Existing / Demo Floor Plan New Floor Plan Existing / Demo & New Exterior Elevations These drawings may not correlate to any in -field modifications, any discrepancies or questions should be reported to the Architect as soon as possible for resolution. All work is to be in accordance with the latest codes: Local Ordinances: Atlantic Beach, FI Building Code: 2017 Florida Building Code Residential 2017 Florida Mechanical Code Residential 2017 Florida Plumbing Code Residential Electrical Code: 2017 National Electrical Code Ceiling & Roof Framing General Conditions All structural members shall be sized to carry all imposed loads by a 1 These Plans are the property of Michael L Sherrod & are protected by Federal structural engineer or other individual acceptable to state & local Copyright Laws. Any use of the information contained herein beyond the authorities. one-time use authorized by a plan purchase, or any duplication, publication, Ceiling & roof framing & blocking shall be #2 KD southern yellow pine. sale or distribution of any part of these Plans without the prior written consent of All framing & blocking lumber shall be kiln -dried to a moisture content of Michael L Sherrod represents a violation of Federal Laws subject to the 19% or better. prescribed penalties. All wood in contact w/concrete, earth, masonry, or in a moist location shall N be pressure -preservative -treated with a water -borne preservative applied by N 2 o reproductions shall be made from these prints with out consent of the Owner vacuum process in closed cylinder & shall be kiln -dried after treating. or Michael L Sherrod. Wood blocking shall be solid & shall match the depth of the primary 3 It is the builder's responsibility to provide standard construction detailing & framing members. Roof trusses shall be designed, fabricated & erected in accordance w/the practices which will provide a structurally sound & weatherproof finished product. The builder shall resolve any discrepancies or problems observed or perceived "Design Specification for Light Metal Plate Connection Roof Trusses" of prior to starting construction of such items. the Truss Plate Institute. Truss manufacturer shall provide engineering design & shop drawings which bear the seal of a registered engineer in the 4. It is the builder's responsibility to assure that all work is in strict accordance with state in which work is to be performed. Shop drawings shall indicate the the latest edition of all applicable National, State, and Local Building Codes. It is species, sizes& stress grades of lumber, metal connector plate sizes & types the builder's responsibility to assure that all work is in strict accordance with the & bearing & anchorage details. Truss manufacturer shall submit supporting latest edition of all applicable Construction Standards. design documents which indicate loading, section modulus, assumed allowable stress, stress diagrams, calculations & any other requiredand 5. It is the builder's responsibility to assure that all manufactured articles, material, supporting information, which is for file purposes only as the Architect equipment are applied, installed, connected, erected, used, cleaned, adjusted, operated and conditioned as directed by the manufacturers, unless shall not be responsible for checking calculations. herein specified to the contrary. Builder shall follow all instructions to sustain Any hip or valley rafter over 28' long shall be Laminated Veneer Lumber. and preserve all expressed or implied warranties and guarantees. Roof sheathing shall be 5/8" Exposure i tongue & groove plywood glued w/ waterproof construction adhesive & screwed or nailed 12" OC to framing. 6. It is the builder's responsibility to assure that all materials, equipment and OSB is NOT allowed. components are new and of good quality. Hold roof deck panels apart as recommended by decking manufacturer. Hold roof deck panels away from items penetrating roof deck as 7.It is the builder's responsibility to check all plan dimensions &details for overall recommended by roof deck manufacturer to allow for expansion & accuracy appropriate to the site &final selection of masonry, floor joists, lumber, structural members, veneer, roofing, etc., all of which can create revised contraction of roof deck. Hip rafters, ridge boards, &valley rafters shall be one size larger than rafters. dimensions & details. For example, use of fabricated floor joists in lieu of standard lumber could increase the floor -to -floor dimension & would require revised Purlins shall be 2x4s 16" OC. Provide 2x6 rafter ties at all locations where stairway dimensions & framing. ceiling joists run perpendicular to rafters. -o �� b C g_ Names of materials & manufacturers shown on these Plans do not represent any endorsement or recommendation by Michael L Sherrod. Final selections of Lighting materials to be used are the responsibility of the homeowner and/or builder, including, but not limited to proper installation of materials, nailing, gluing, Light fixtures shall be located as close as possible to locations shown on this caulking, insulating, flashing, roofing, weatherproofing & many other small items & details not necessarily indicated on the Plans over which Michael L Sherrod, has plan. Fixtures shall align with or center on each other or with adjacent no control or responsibility. Michael L Sherrod, shall not be held liable for any architectural elements. Coordinate locations of light fixtures with HVAC errors, omissions, or deficiencies in any form by any party whatsoever. grilles so that they align with or are at least symmetrical with each other where there may be conflicts. Grilles &registers shall be blocked as All window, door and soffit assemblies shall be designed to withstand the design 9' ed required so that they align with light fixtures. Light fixture & switch pressures indicated below and shall be installedin accordance with the e locations shall be reviewed & approved by Owner or Interior Designer requirements. before installation of sheetrock or other wall& ceiling finishes. Center items shown in ceiling areas unless noted otherwise. 10. SCOPE OF WORK:INTERIOR RENOVATION OF EXISTING STRUCTURE & NEW Coffer dimensions are shown to face of framing unless noted otherwise. CONSTRUCTION CONSISTING OF OPEN REAR PORCH STRUCTURE Switches shall be located adjacent to but not intersecting door casing or trim. Verify trim size & selection for each room. Grouped switches shll be Lo ganged tight together & shall be covered with a single plate designed for �--i that purpose. Switches shall typically be mounted 48" AFF to center of switch. Support all fixtures rigidly from structure of building. Verify device & plate colors with Owner or Interior Designer. Consult Owner & add exterior security lighting if required. Verify lighting type & switching. Consult Owner & add landscaping lighting if required. Verify lighting type & switching. Connect all exterior lighting to photocell control relays with timeclock override for time -controllable illumination during darkness. All fluorescent lamps shall be warm white deluxe. All light bulbs shall be compact fluorescent bulbs or LED,Owner to select. A T n N N L IN U c t ca c 0 U U ca 0 M \ V U \J lAI U N m c � ISI 3 U V.� 4 ra 6 _ N Q v y.� Y = w �E Qv E Q -o �� b C U (0 Y� 3 � L N Lo �--i Q LIPTA V4 - -, O%f Jb" E 49.99' MEASURED Beach Avenue (40' right of way) 0 Drawing Format and Drawings may not be reproduced without the express written consent of Michael Sherrod. `.0 "' "- 'moo t 49.99' MEASURED Beach Avenue (40' right of way) 0 sheet M m x• M X• M X. M M M r' O,y. N m m m of m m m drawn `.0 "' "- 'moo t 49.99' MEASURED Beach Avenue (40' right of way) 0 m X M m x• M X• M X. M M M r' O,y. M m m m m m m m r Z O O x. x. x. X. X. x. X. x. X. X. x. O croC 0 r ( (A fD N fD 7 Oq 00 7 Oq OR OG OC 7 CQ 3 Oq 3 OU 3 0Ci 7 OR1 3 00 O OU 7 04 rr N v rr1 CL o c Q _ 3 m rTD m 3 I �f m M m 3 3 tv CL tb '° -7 2� z, o z 0' 0 0 z. z x m ao o_ o o°_ o o N C) N a = ro p y 3 v+ 0 v N = N. rD r N H N• w t C O rD two cn v O, _ = rp �, O-0 O 0 z h H ^ 'CJ �• N 034 Ln = € CL H O• W 0100 (n O0 —h rL { /y��� VV C r O'rD er O1Uj H F� 00 01 w 41 r a� OJ �� UO') -9. C' O r 0 = O r+0 LA -0Qp r C� ' ear N '"1' N F K O'* � O rD %P O (D C rD o ` ^G C N ^^ `G { o I \ N ai F qQOIQ\ M `C t i n 0 ( A N N W ° N i i 0 a% r+ N � M r+ °• y O C U7 U7 (A U1 O l0 V 0 O O 0) lD N W U1 NI l0 , l0 V V O O O O V l0 00 W 'n < N U1 Un O Un O N V O O O Ol O In FA V O O O O 01 N O C C 00 l0l0 00 0 O 00 C0 0 0 U7 W U7 W O O O 0 O O V N0 O W t0 U7 00 U7 W O O O O O O O O -4 N0 0 �+ M 0 0 1 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 o n H King Residence 1242 Beach Avenue Atlantic Beach, FI A r c h i t e c t u r a l D r a f t i n g & U r b a n S t u d i e s S D D r a w i n g s. c o m( m i k e a@ s d d r a w i n g s c o m) i " II © 2018 Michael Sherrod. All rights reserved i Bosco Building Contractors, Inc. date 8/27/18 revisions B A2.1 3 z a W X 0 ~ J J 0 0 o= _z 'd 3 D z F N X W 3 Exi. ing REMOVE WINDOWS FOR Existing Existing chi ney to re ainExisting ExlstinYEW CONSTRUCTION window to remain window to remain window to remain windows to ren%k#- @ 38" AFF LL = ,I, I - � _- JJI I Existing - Bath to remain F i ' II Existing I , IL 5 Office to remain _ _ _ _ J I I LL p Ur------Irl I Q o � �n I 111 1 i I CO o " remove cabinets i ®'X 3 40liances & plumbing fixtures i w remiWe door to be repFased rgmove door to be replaced move panel _ - _ _ T _ _ _ _ _ _ _ _ _ _ ai r J o' remove walls as shown LL II I I 1 I I 1 I I I LJ Q L Cd remove tongue and groove Q ao °~' ceiling, new sheetrock con 3 il' t h X Existing ce mg o matt eX Allig Existin 3 v W o Bedroom to remain g Living & Kitchen Living to remain 0 3 r, I I I I I I I I i I I I I I I , I I -�_ -_--irk--- Existing Existing SILL @ 38" AFF SILL @ 38" AFF SILL @ 30" AFF window to remain window to remain Existing Existing Existing window to remain window to remain windows to remain Existing / Demo Second Level Floor Plan chi�Existing ney tore ain Existing window to remain ' I i I � z rerrrtpve walls & doors '¢ z , z as shown ' existing Laundry W Q Q � � J � � < m n ` - Existing 0 It XJ , Bath to remain _ n 0'0 I I ;1 O a• - I 0 to z z 3 ,,IL ----J -- --- II I= o - existing bedroom , - - - T z wJU W U z N X W existing Hall r, 91 It., 4,_8„ �I O o -o existing a1'(U /, Foyer �? TL - 7'-6" CEILING 46" SILL -window to be removed— — widen wall for new door EXISTING WINDOW TO REMAIN 46" SILL Existin/Demo First Level Floor Plan .g 0 2' 4' 6' 8' 10' 12' 14' 16' E1 /4" 1'-O' N I- Wall Material Key existing wall to be protected existing wall to be removed PLAN NOTES z. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, obtain clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. 2. See A0.1 for specifications & Notes. ,4 0 N 0 L.L. v E O —0 N 00 N V QO J.1 U c �i O L c U rn c =a (i W ^^ll W O U 0 m I 0 L.L. v E —0 V Y� a� M3 (i ^^ll W 4-J � 66v 4 @ Q v 4� v �Y oE E > a -0 i L M Y • � � V C L N Q i N Q) A2.1 r O 0010 O Existing N Existing Existing chi ney to re ain Existin E isti g M „ window to remain window to remain window to r ma' wind s t re ain ,3, o0 i r----- , co er) O° far useVLU N Existing( range/oven &hood DW iv 3 Bath to remain I p Existing microwave New Deck fo Office to remain I drawer New Kitchen Q ao o CD Y o o new I M .V 3 ° Pan new island a JWo � new door L -----j J o In •3 replace all doors as shown bb with bD o single panel shaker door 2g„ k 3 t1+oo 8'-0" W b r � O t movepanel N { 3 new door to this wall new half wall @ handrail height new handrail w/cable railing o7T new beam above ceiling see engineering T-10" a r •� 3 � G L W >i 73 LL remove tongue and groove Q �= Y ceiling, new sheetrock O Existing Existing ceiling to match existing W o Bedroom to remain Living to remain I Living &Kitchen J S 3 m 3 Existing window to remain Existing window to remain SILL @ 38" AFF Existing window to remain SILL @ 38" AFF Existing window to remain SILL @ 30" AFF Existing windows to remain IA2.21 New Second Le'vel Floor Plan 0 a ne staff s u Vney Irge c iain i s { inain 12'-10" 6' S" 6'-5" tn a 0)L 0 N O 0 t 60 x 32 6'-3" U C 3 dryer 1 ° tub & o10 C .'A X °° ° shower I I z C � N (p I new closet I � v z a v washer y U C j verify shelving w/Owngr I a- In w 0 :"o Laundry ' I I Existing New g Master Bath Bath to remain � O J 3 J c p� ° 0 I I =. �b � ON �E c P g a 'S - � aoo 24"x80" dor .E 3 1c0n 0 U U) ne sliding o 0 new m w 3 - I 2x6 U 3 o�ko new 24"x80" sliding door align wall w/existI x M p k W L i 3 b d' new 2"x80" single panel 1 Q Q new 32"x80" sliding door shaker door new doors co E linen new closet new 36"x " w 0 verify shelving w/(5wner single -lite oor i � c i z W New Bedroom O 15X 13 r; p � J J 3 New Living z Room t ~ to 15-2 X 9-6 ".' W new 36"x80" T-6^ CEILING single -lite door EXISTING WINDOW TO REMAIN 46" SILL A ` New First Level Floor Plan A2.2 0 2 4' 6' 8' 10' 12' 14' 16' 12'-10" 6' S" 6'-5" tn a 0)L 0 N O 0 L vE _o t O U C a IO^ C W d0 N C v fa Cv U C a- Q` m c 0 rn �E c a 'S Q m 0 U U) Q 0 �n m I L vE _o A2.2 O U y, a C U a..+ C v fa Cv a- Q` ^`Y W �E v Q E Q —0 �n U 3 L i d' 1 Q Q A2.2 O 00 b N Existing N ;= Existing Existing chiey to re ain Existin E ist g M „ window to remain window to remain window to r ma' n wdoi vs tc ren ain co erl �� 0 0 Q ' �Carduself O \ r Existing I range/oven &hood DW Bath to remain 1 0 N Existing 1microwave New Kitchen M nLL Office to remain dry o° new 1 b 4. new island � 3 Pantry I �' replace all doors as sho7newdoor with new door ` - - - - - ' J tN o single panel shakerr wo �OOr 8' O" 0 O move panel 3 to this wall N 3 new half wall @ handrail height o _TT_ new beam above ceiling 7� I I see engineering II 'Icu U: � E >! remove tongue and groove Q r O O ceiling, new sheetrock Existing Existing I ceiling to match existing X o Bedroom to remain g ani Living &Kitchen a Living to remain I -o •3 �I I Existing Existing SILL @ 38" AFF SILL @ 38" AFF SILL @ 30" AFF window to remain window to remain Existing Existing Existing window to remain window to remain windows to remain New Second Level Floor Plan 11 New Bedroom 15x 13 00 1 lw J J New Living Room 15-2 X 9-6 new 36"x80" single -lite door T 6" CEILING EXISTING WINDOW TO REMAIN 46" SILL New First Level Floor Plan 2 0 2' 4' 6' 8' 10' 12' 14' 16' Q c0 �1 new t O 3 � v Existing c i ney to re ain � ind w t ne stats u mg re ain FT lA V � fit o � r1 -� 91_0" •3 6' -3 - 3" handrail w/cable railing 7'-1 O" — — Co dryer dryer ' 3 m U c E 0 I I Uv E2 C O X N New 0 1 new closet 1 c . a z 2 f �Y z a M washer N M °� Master Bath C j vevfy shelving w/Owndr rn Existing 0 � M rn m 0" Laundry E 1 3 > 1 Q Bath to remain 0 F J T V 0 0 0� 1 U 3 N I o� Yrn 3 m 3:o o . 9;�]j 1 i ��3 K'C� zU1 Z°° / G z 13 d - N .--I ( 1 '� N ne 24"x80" sliding dor o 0 new X ° o z I 0000 o new 24"x80" sliding door align wall w/existin 3 ' m X w M � 3 b new 2"x80" single panel new 32"x80" sliding door shaker door new doors i linen '05 new closet Fnw 36"x " w o verify shelving w/Owner gle-lite oor New Bedroom 15x 13 00 1 lw J J New Living Room 15-2 X 9-6 new 36"x80" single -lite door T 6" CEILING EXISTING WINDOW TO REMAIN 46" SILL New First Level Floor Plan 2 0 2' 4' 6' 8' 10' 12' 14' 16' Q c0 �1 new t O 3 � New Deck r lA -.o,2 •� 3 fit o � r1 b U •3 V handrail w/cable railing 7'-1 O" I — 12'-10" 6'-5" 6'-5" Rsa t O (A vE Rsa O (A vE lA 0 r1 U a 1/4" 1'-O" v L i IS �L Q O L L L Ln N U U_ z 00 O N Ml u i (A vE 0 U V fa Co N ISI 3 U c E 0 U E2 C O U Q c . a W �Y M U rn 0 M E I > i LL_ vE �'v V U V fa 10 ISI 3 a-.+ v Q V W �Y �E Qv E > Q -0 T V MVV 1 U 3 N � Yrn L i d - N .--I ( 1 Q in i 4.1 c A2.2.2 BG°11 Existin Front Elevation Existin Side Eli 1/4 A f evaton 1/4 A3.1 0 2' 4' 6' 8' 10' 12' 14' 16' 0 2' 4' 6' 8' 10' 12' 14' 16' 11.011 New Front Elevation 0 2' 4' 6' 8' 10' 12' 14' 16' 1/411 C 11-0" X3. 1 New Side Elevation 0 2' 4' 6' 8' 10' 12' 14' 16' Q � -oU v1 4„ W C (/O mL W OD r� U � N m L v U C N L O .E.) U f6 L ' ^ C O V c m C_ U .j fi] yJ Y O U O m �E I � -oU Q) A3.1 4„ W U mL U � m L .E.) ' ^ Q c v W yJ Y C �E E > Q -o bL W M V � L U � „rn 00 v - �M N L L NL v Q 1 Q N Q) A3.1 4„ Revision Request/Correction to Comments **ALL INFORMATION r " HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 'Ai 9.- Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: /'Es(l p -0f6-4 Revision to Issued Permit OR ❑ Corrections to Comments Date: 2/70/2v Project Address: (2 'Z &Ad, Are. Contractor/Contact Name: it ""[i"} C('''1,05(3^ N 1 ti'‘`i- CD vt l'12CCfy41 Contact Phone: fDg-415-42(1 Email: /15/,.io561,• ). AIL C.0 „y ,f( , cO L Description of Proposed Revision/Corrections: gce__ eh9,"1tr r Ldaaa I?phw. G&p 5+L,rr 1 /kar it lr .4ar `fie zit_ etiw.ye row d rea-- 14,66., S F P3« affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Wil roposed revision/corrections add additional square footage to original submittal? No ❑ Yes (additional s.f.to be added: ) • Will proposed vision/corrections add additional increase in building value to original submittal? ❑No *Yes (additional increase in building value: t/D(1 ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: �� - -N- � , (Office Use Only) [`�� Approved ! Denied I_ I Not Applicable to Department Permit[Frq Dye,$ ,. ,. 50.00 / U ,11Revision/Plan Review Comments (cO/QC/ to pi(� '�1/) j .10 yl, P„- .: Re.,Asii,,,,t, n rst. De artment Review Required: //1 ul Ing `1 Planning&Zoning eviewed By Tree Administrator Public Works Public Utilities 2/it/id C Public Safety Date Fire Services Updated 10/17/18 !P Russell 41h7 Rowland Engineer of Record Succession February 18, 2020 TO: Geoffrey W. Gartner, PE OFFICE COPY Alexander Grace Consulting, Inc. 3010 S. 3rd St., Suite C Jacksonville Beach, FL 32250 REVISION RE: King Residence BP#,7/2q—0367 1242 Beach Ave. DATE a. /01-S- ,90 Atlantic Beach, FL 32233 SIGNED RR #20-0150 Permit No. RES 19-0367 Mr. Gartner, Pursuant to Florida Statutes 61G15-27.001, this letter is to provide written correspondence of the intent to takeover of Engineer of Record responsibilities associated with the single-family residential renovation project located at the above reference address. Should you have any questions or need additional information, please call the office at 904-503-3283 or email me directly at,iowland(a�russrow.com Thank you for working with me to resolve. Sincerely, ClelyeaLA Xoteti,eK Jacqueline E. Rowland, PE PE No. 80499 2/18/20 13241 Bartram Park Blvd#813 Jacksonville, FL 32258 904-503-3283 russrow.com CA No.32756 DESIGN CRITERIA THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE FOLLOWING: - FLORIDA BUILDING CODE - RESIDENTIAL, 6TH EDITION (2017) - FLORIDA BUILDING CODE - EXISTING, 6TH EDITION (2017) - ASCE/SEI 7-10 "MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES" WIND( Cd =1.60) WIND SPEED (MPH) EXPOSURE CATEGORY ENCLOSURE CLASSIFICATION OCCUPANCY RISK CATEGORY WIND BOURNE DEBRIS ALTERATION FLOOR LOADING (Cd =1.00) TC LL BALCONIES/DECKS 60 psf GAME ROOMS 60 psf ALL OTHER AREAS 40 psf ROOF LOADING (Cd = 1.25) 129 D ENCLOSED RESIDENTIAL NO LEVEL 11 TC DL BC LL BC DL 10 psf 0 psf 5 psf 10 psf 0 psf 5 psf 10 psf 0 psf 5 psf TC LL TC DL BC LL BC DL SHINGLE/METAL 20 psf 7 psf 10 psf 5 psf TILE 20 psf 15 psf 10 psf 5 psf * BC LL NON -CONCURRENT W/ OTHER LL's. INCREASE BC LL TO 20psf IN ATTIC AREAS W/ STORAGE DEFLECTION CRITERIA FLOOR: LL L/360 TL L/240 ROOF: LL L/240 TL L/180 WALLS: WIND 1_/360 (STUCCO) WIND 1_/240 (BRITTLE) WIND L/180 (FLEXIBLE) C&C DESIGN PRESSURES (ULT) LOCATION AREA (SF) INTERIOR ZONE 4 (psf) END ZONE 5 (psf) WALLS, WINDOWS, & DOORS 10 +48.11 -52.19 +48.11 -64.42 20 +45.94 -50.02 +45.94 -60.08 50 +43.08 -47.16 +43.08 -54.35 100 +40.91 -44.99 +40.91 -50.02 200 +38.74 -42.82 +38.74 -45.69 1000 +35.88 -39.96 +35.88 -39.96 16FT GARAGE DOOR -97.04 +38.74 -45.69 SOFFITS -+7.34 +48.11 -52.19 +48.11 -64.42 -+7.34 a= 4.OFT WALL ZONES (GENERIC BUILDING SHOWN ROOF-C&C DESIGN PRESSURES (ULT) LOCATION AREA (SF) POSITIVE (ALL ZONES) ZONE 1 (psf) ZONE 2 (psf) ZONE 3 (psf) ROOF 0-10 +27.72 -44.03 -76.65 -113.34 11-20 +25.27 -42.81 -70.51 -105.98 21-50 +22.02 -41.18 -62.40 -96.25 51+ +19.57 -39.96 -56.26 -88.88 OVERHANGS 0-10 - - -+7.34 -97.04 -158.19 11-20 - - -+7.34 -97.04 -143.46 21-50 - - -+7.34 -97.04 -124.00 51+ - - -+7.34 -97.04 -109.27 ROOF ZONES ON ME ROOF ZONES (GENERIC BUILDING SHOWN GENERAL NOTES CONCRETE 1. ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANC WITH ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND C MMENTARY,(2014) 2. MIXING AND DELIVERY OF CONCRETE SHALL COMPLY WITH ACI 318, ACI 301, AND ASTM C94. CONCRETE SLUMP NOT TO EXCEED 6" IN ACCORDANCE WITH ASTM C143 3. CONCRETE SHALL MEET THE MIN COMPRESSIVE STRENGTH (fc) AT 28 DAYS AS FOLLOWS: a. SLABS ON GROUND AND FOOTINGS fc = 2,500 psi b. STRUCTURAL WALLS, BEAMS, AND COLUMNS fc = 3,000 psi 4. STEEL REINFORCING FOR FOOTINGS SHALL COMPLY TH ASTM A615 DEFORMED BARS AND HAVE A MIN YIELD STRENGTH OF 40,000 psi (GRADE 40) 5. SEE FOUNDATION PLAN AND DETAILS FOR ALL ADDITIONAL CONCRETE AND REINF REQUIREMENTS AND SPECIFICATIONS 6. SLABS ON GROUND SHALL BE REINFORCED PER ONE OF THE FOLLOWING METHODS: a. 6x6 W1.4xW1.4 WWF SHALL PLACED IN THE MIDDLE TO UPPER THIRD OF THE SLAB, SUPPORTED AT A MAX 3FT SPACING, AND SHALL CONFORM TO ASTM Al064/A1064M. EDGES SHALL BE LAPPED A MINIMUM OF 8" b. SYNTHETIC FIBER REINFORCEMENT - FIBER LENGTH BETWEEN Y2" -2Y4'. DOSAGE AMOUNTS SHALL BE 0.75-3.0 POUNDS PER CUBIC YARD IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND SHALL_ COMPLY W/ ASTM C116 SOILS 1. ALL SLABS ON GROUND AND FOOTINGS HAVE BEEN DESIGNED ASSUMING NON -EXPANSIVE SOIL WITH A MIN ALLOWABLE SOIL CAPACITY OF 2,000 psf 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN A SOILS INVESTIGATION REPORT FROM A LICENSED GEOTECHNICAL ENGINEER AND SHALL NOTIFY EOR IF ANY SOIL CONDITIONS DIFFER FROM THE ASSUMPTIONS STATED ON THIS PLAN SET 3. FDN'S SHALL BE FULLY SUPPORTED BY UNDISTURBED NATURAL SOILS OR STRUCTURAL COMPACTED FILL FREE OF ORGANICS, DEBRIS OR ANY OTHER DELETERIOUS MATERIAL. 4. STRUCTURAL COMPACTED FILL SHALL BE COMPACTED TO A DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY. ALL FILL GREATER THAN 12" IN DEPTH SHALL BE INSPECTED FOR PROPER COMPACTION PRIOR TO CONCRETE POUR IN ACCORDANCE WITH ASTM D1557 5. SOILS SHALL BE TREATED FOR SUBTERRANEAN TERMITES OR BY OTHER CODE APPROVED TERMITE PREVENTION METHOD AND IS THE RESPONSIBILITY OF THE CONTRACTOR, 6. SLABS ON GROUND SHALL BE PLACED OVER A MIN 6 -MIL (0.006") POLYETHYLENE VAPOR RETARDER, ALL JOINTS SHALL BE LAPPED A MINIMUM OF 6" MASONRY 1. ALL MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH AND SHALL BE CONSTRUCTED IN ACCORDANCE TO TMS 402/ACI 530/ASCE 5 (2013) 2. ALL CMU SHALL CONFORM TO ASTM C90 AND BE NORMAL WEIGHT W/ MIN COMPRESSIVE STRENGTH OF 2,000 psi (fm = 1,500 psi) 3. ALL MASONRY SHALL BE LAID IN RUNNING BOND PATTERN W/ FULL MORTAR BEDS 4. MORTAR SHALL CONFORM TO ASTM C270 AND SHALL BE TYPE M OR TYPE S WITH MIN COMPRESSIVE STRENGTH OF 2,000 psi AT 28 DAYS. 5. ALL GROUT USED IN MASONRY CONSTRUCTION SHALT_ BE IN ACCORDANCE WITH ASTM C476. GROUT SHALL HAVE THE MIN COMPRESSIVE STRENGTH OF 2,000 psi AT 28 DAYS. GROUT SLUMP SHALL BE BETWEEN 8"-11" 6. STEEL REINFORCING FOR MASONRY SHALL COMPLY WITH ASTM 615 DEFORMED BARS AND HAVE A MINIMUM YIELD STRENGTH OF 40,000 psi (GRADE 40) 7. ALL MASONRY STEMWALL FOUNDATIONS AND WALL CELLS CONTAINING VERTICAL REINF SHALL BE GROUT FILLED SOLID 8. PRE -CAST LINTELS SHALL BE PROVIDED ABOVE ALL OPENINGS, TEMPORARY SHORING SHALL BE PROVIDED BY CONTRACTOR FOR ALL LINTEL SPANS 6FT OR GREATER WOOD FRAMING 1. ALL WOOD AND WOOD -BASED PRODUCTS HAS BEEN DESIGNED IN ACCORDANCE WITH NDS FOR WOOD CONSTRUCTION AND NDS SUPPLEMENT (2015) 2. ALL STRUCTURAL SAWN LUMBER AND ENGINEERED WOOD PRODUCT SHALL BE IDENTIFIED BY GRADE MARK OF AN ACCREDITED LUMBER GRADING OR INSPECTION AGENCY 3. ALL STRUCTURAL WOOD OR WOOD -BASED MEMBERS IN CONTACT WITH SOIL, CONCRETE, MASONRY, OR EXPOSED TO WEATHER SHALL BE PT ACCORDING TO AWPA U1 AND/OR AWPA M4, BASED ON INTENDED USE:. 4. REFERENCE FRC TABLE R602.3 FOR CODE PRESCRIBED CONNECTIONS. ALL FRAMING CONNECTIONS SPECIFIED ON PLAN ARE IN ADDITION TO THESE MIN CODE REQUIREMENTS ROOF, FLOOR, & WALL SHEATHING 1. ALL WOOD STRUCTURAL PANEL SHEATHING SHALL CONFORM TO DOC PS 1 OR DOC PS 2 2. PANELS SHALL BE IDENTIFIED FOR GRADE, BOND CLASSIFICATION, AND PERFORMANCE CATEGORY BY A GRADE MARK OR CERTIFICATE OF INSPECTION ISSUED BY AN APPROVED AGENCY 3. SEE FRAMING NOTES FOR SHEATHING THICKNESS, SPAN RATING, FASTENING, AND BLOCKING REQUIREMENTS 4. ALL SHEATHING SHALL BE INSTALLED WITH LONG DIMENSION (STRENGTH AXIS) PERPENDICULAR TO SUPPORTS UNO ON PLAN WATERPROOFING 1. DESIGN AND INSTALLATION OF ALL WATERPROOFING, FLASHING, AND ROOF/WALL COVERING ASSEMBLIES ARE THE RESPONSIBILITY OF THE CONTRACTOR AND/OR ARCHITECT OF RECORD. NAIL SIZES SPECIFICATION DIAMETER (0) LENGTH 8d COMMON 0.131" 2 Y2' 8d RINGSHANK 0.113" 2 Y2" 1 Od x 1 2" 0.148" 1 Y2" 10d 0.131" 3" 1 Od COMMON 0.148" 3" 16d SINKER 0.148" 3Y4'" 16d COMMON 0.162" 3 Y2" NU I E: ALL CUNNECTIONS ON PLAN SHALL BE W/ 10d, UNO METAL CONNECTOR SCHEDULE SIMPSON CONNECTION AT ANCHORAGE FOUNDATION PLAN MEMBER 1 ST LEVEL STRUCTURAL PLAN H2.5T (5) 8d x 1 2" EACH END SID. 1 HTS20 (11) 10d x 1 Y2' EACH END Buhlinfg' Den,_irtment MSTA24 (9) 10d COMMON EACH - - END CS18 (9) 10d COMMON EACH - END - LUS26 (4) 10d COMMON TO (4) 10d COMMON TO JOIST CARRYING MEMBER LUS26-2 (4) 16d COMMON TO (4) 16d COMMON TO JOIST CARRYING MEMBER LUG21OZ (6) 10d x 1 2" TO BEAM (10) 16d COMMON TO CARRYING MEMBER HUC212-2 (6) 1 O COMMON TO (16) 16d COMMON TO BEAM CARRYING MEMBER LCE4 (14) 16d COMMON TO (10) 16d COMMON TO BEAM POST A34 (8) 0.131"0 x 1 2" DTT2Z (8) Y4" x 1 2" WOOD 2" 0 x 4 2" SCREW SCREWS ANCHOR OR EMBED ABU44Z (12) 16d COMMON %" O ANCHOR W/ 7" EMBED ABU66Z (12) 16d COMMON 5/a" O ANCHOR W/ 7" EMBED NOTES: 1. ALL CONNECTORS SPECIFIED PER SIMPSON STRONG -TIE "WOOD CONSTRUCTION CONNECTORS" CATALOG (2019-2020) & USP "STRUCTURAL CONNECTORS," 59TH EDITION (2018) 2. ALL CONNECTORS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS 3. ANY CONNECTORS NOT SPECIFIED IN TABLE ABOVE, SHALL BE INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS 4. POSITIVE PLACEMENT GUN NAILS W/ EQUAL DIAMETER & MIN 2 Y2' LONG MAY BE USED ILO COMMON NAILS ON CS18 STRAPS, MSTA STRAPS, AND ABU POST BASE ANCHORS 5. PLAN SPECIFIED CONNECTORS MAY BE SUBSTITUTED W/ EQUAL OR GREATER ALTERNATIVE AS DETERMINED BY PRODUCT MANUFACTURER 6. ALL POST -INSTALLED AND EMBED ANCHORS IN CONCRETE SHALL BE INSTALLED W/ SIMPSON SET -XP, AT -XP, OR EQUIVALENT 7. FASTENERS, CONNECTORS, AND ACCESSORIES IN CONTACT WITH PT WOOD SHALL BE HOT -DIPPED GALVANIZED STEEL OR STAINLESS STEEL IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS 8. IF FOR EXTERIOR USE OR WITH ACQ/CA/MCA TREATED WOOD, CONNECTORS & FASTENERS SHALL BE HOT -DIPPED GALVANIZED, G-185 (Z -MAX), OR STAINLESS STEEL SHEET INDEX SO.0 GENERAL NOTES SO.1 FOUNDATION PLAN S1.0 1 ST LEVEL STRUCTURAL PLAN S2.0 2ND LEVEL STRUCTURAL PLAN SID. 1 DETAILS ABBREVIATIONS ACI AMERICAN CONCRETE INSTITUTE ADDT ADDITIONAL ANSI AMERICAN NATIONAL STANDARDS INSTITUTE APA THE ENGINEERED WOOD ASSOCIATION ARCH ARCHITECTURAL DRAWINGS ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS ATR ALL -THREAD ROD AWPA AMERICAN WOOD PROTECTION ASSOCIATION BC BOTTOM CHORD BCSI BUILDING COMPONENT SAFETY INFORMATION BRG BEARING C&C COMPONENTS & CLADDING CONC CONCRETE Cd LOAD DURATION FACTOR CONT CONTINUOUS CMU CONCRETE MASONRY UNIT DBL DOUBLE DL DEAD LOAD DOC DEPARTMENT OF COMMERCE EOR ENGINEER OF RECORD EW EACH WAY EWP ENGINEERED WOOD PRODUCT fc CONCRETE COMPRESSIVE STRENGTH FBC FLORIDA BUILDING CODE FDN FOUNDATION FFE FINISHED FLOOR ELEVATION fm MASONRY COMPRESSIVE STRENGTH FRC FLORIDA RESIDENTIAL CODE FT FEET FTG FOOTING GC INTERNAL PRESSURE COEFFICIENT HDR HEADER HGT HEIGHT ILO IN LIEU OF ksi KIPS PER SQUARE INCH LL LIVE LOAD LSL LAMINATED STRAND LUMBER (1.55E- 1 Y4" WIDE PLIES UNO) LVL LAMINATED VENEER LUMBER (2.OE- 13/4" WIDE PLIES UNO) MAX MAXIMUM MIN MINIMUM NDS NATIONAL DESIGN SPECIFICATION No. NUMBER OC ON CENTER OSB ORIENTED STRAND BOARD PLT PLATE psf POUNDS PER SQUARE FOOT psi POUNDS PER SQUARE INCH PT PRESSURE TREATED REINF REINFORCEMENT REQ REQUIRED SBCA STRUCTURAL BUILDING COMPONENTS ASSOCIATION SEI STRUCTURAL ENGINEERING INSTITUTE SF SQUARE FEET (AREA) SIM SIMILAR TO DETAIL/CALLOUT SPF SPRUCE PINE FIR SW SHEARWALL SYP SOUTHERN YELLOW PINE TC TOP CHORD TL TOTAL LOAD TMS THE MASONRY SOCIETY TOP TOP OF PLATE TOM TOP OF MASONRY TPI TRUSS PLATE INSTITUTE TYP TYPICAL ULT ULTIMATE LINO UNLESS NOTED OTHERWISE W/ WITH W/O WITHOUT WSP WOOD STRUCTURAL PANEL WWF WELDED WIRE FABRIC OFFICE COPY REVISION DATEe,-q�`�� v SIGNED 2 cr O U O0 _J (f)Q 00 a �_ N O `nO�UBU ��q-J Lu -' z Z o Z z o 0-)O Q a m � Q M Z N O �M W >, f -- <C Q _z > __Z) O vQ0 Z WWJ W mm< NU> C.� N z o z � J F_ Q PROJECT NUMBER 20-0150 SHEET NUMBER S0.0 SHEET NAME GENERAL NOTES REVISIONS DATEJ DESCRIPTION DESIGNED SCP REVIEWED JER s�s Z. coO 0�U i N m_jwC.0 coLL ~ � � M d -� O Qz�Z Z �Ocn pQpULO o N � M T_ ' � lea n r--, ��`�i•�• S••••: 499 � Z - :o= F E 8 20 2020TE OFS 'z •� P' '•��OR►O..• Buhlinfg' Den,_irtment City of A',.iSr;tiC %'�Ce�c�? �!, JACQUELINE E. ROWLAND, PE FL LICENSE NO. 80499 02-18-2020 FRAMING NOTES: BOTTOM PLATE No.2 SYP PT 1. 1 ST LEVEL BOTTOM PLT TO BE ANCHORED TO SLAB WIY2"O x 6" LONG TITEN HD ORY" O A36 (36ksi) ATR EPDXY ANCHOR W/ NUT AND 3" SQUARE x 0.229" WASHER 2. ANCHORS TO BE INSTALLED EACH SIDE OF OPENING (MIN 6" FROM JACKIKING GROUP), WITHIN 12" OF THE PLT BREAK AND @ MAX 48" OC 3. MIN (2) ANCHORS PER PLT SEGMENT DOUBLE TOP PLATE No.2 SYP 4. ALL TOP PLATES TO BE DOUBLED - FASTEN TOP PLATES TOGETHER WI (2) ROWS 10d @ MAX 12" OC STAGGERED 5. END JOINTS OF DBL TOP PLT TO BE OFFSET MIN 48" AND SPLICED TOGETHER W/ MIN (2) ROWS 10d @ 6" OC STAGGERED, MIN (16) 10d ALONG SPLICE 6. LAP ALL TOP PLT AT CORNERS OF EXTERIOR WALLS AND INTERSECTIONS WITH INTERIOR LOAD BRG WALLS, FASTEN PLATES TOGETHER AT LAP W/ (3) 10d FACE -NAILS STUDS No.2 SPF OR No.2 SYP 7. FASTEN ALL STUDS TO TOP AND BOTTOM PLT W/ MIN (4) 10d TOE -NAILS OR (3) 10d FACE -NAILS 8. FASTEN ALL MULTI -STUD GROUPS TOGETHER W/ (2) ROWS 10d @ 12" OC STAGGERED WALL SHEATHING 9. SHEATH ALL EXTERIOR WALLS W/ %s' 24/16 SPAN RATED OSB OR PLYWOOD. SHEATHING SHALL BE INSTALLED HORIZONTALLY OR VERTICALLY WITH 2x4 MIN SPF BLOCKING AT ALL HORIZONTAL PANEL EDGES 10. FASTEN SHEATHING TO WALL FRAMING W/ 8d COMMON @ 6" OC AT ALL PANEL EDGES AND 12" OC IN THE FIELD, UNO ON PLAN 11. FASTEN SHEATHING TO EACH STUD OF MULTI -PLY STUD GROUP AND EACH KING STUD W/ 8d COMMON @ 12" OC INFILL FRAMING 12. INFILL EXISTING OPENINGS AS NEEDED W/ 2x STUDS @ 16" OC MAX 13. FASTEN NEW END WALL STUD & TOP PLT TO EXISTING CMU WALULINTEL W/ (2) ROWS Y16"O X 2 %" TAPCONS @ MAX 16" OC, STAGGERED 14. SHEATH ALL INFILL FRAMING STUDS PER WALL SHEATHING NOTES ABOVE 15. CONTRACTOR TO PROVIDE MOISTURE BARRIER BETWEEN ALL NON -PT LUMBER & MASONRY LEGEND & SYMBOLS -1 LOAD BRG WALL W/ UPLIFT . _ . - HDR/BEAM NEW WALL TO BE FRAMED BELOW EXISTING LINTEL, SEE INFILL FRAMING NOTES HEADER CALLOUT EXISTING EXISTING WALL HEADER & JACK/KING STUDS TO REMAIN IN PLACE STUD GROUP CALLOUT No. OF STUDS REQ, MATCH WALL WIDTH LINO IF (*) SHOWN, (2) SDWC15600 REQ *-No. TOP PLT TO STUD HOLDDOWN/STRAP TO FRAMING BELOW OF HOLDDOWN/STRAPS REQ (IF MULTIPLE) **NOTES** 1. EOR ASSUMES NO RESPONSIBILITY FOR THE STRUCTURAL INTEGRITY OF THE EXISTING STRUCTURE. SHOULD OWNER/CONTRACTOR FIND AREAS OF CONCERNS IN THE EXISTING STRUCTURE, CONTACT EOR. 2. DO NOT SCALE OR DIMENSION FROM THESE DRAWINGS. SHOULD A DIMENSION BE UNCLEAR, CONTACT OWNER FOR APPROVAL. 3. CONTRACTOR TO PROVIDE TEMPORARY SHORING AS REQUIRED TO SUPPORT EXISTING FRAMING UNTIL ALL NEW STRUCTURAL MATERIALS AND CONNECTIONS ARE IN PLACE AND INSPECTED. 1.0 QST LEVEL FRAMING PLAN Scale: 1/4"=1'-0" Al 6x6 POST SDA (5) TOTAL { I I s MAX I I I WALL TYPE WALL STUDS REQUIRED I HEIGHT I 8'1-1/8" 2x6 @ 16" O.C. EXTERIOR 911-1/8" 2x6 @ 16" O.C. • FILL SOLID W/ MIN 3,000 psi INTERIOR LOAD ALL 2x @ MAX 16" OC BRG INTERIOR ALL 2x @ MAX 24" OC NON -LOAD BRG WALL SHEATHING 9. SHEATH ALL EXTERIOR WALLS W/ %s' 24/16 SPAN RATED OSB OR PLYWOOD. SHEATHING SHALL BE INSTALLED HORIZONTALLY OR VERTICALLY WITH 2x4 MIN SPF BLOCKING AT ALL HORIZONTAL PANEL EDGES 10. FASTEN SHEATHING TO WALL FRAMING W/ 8d COMMON @ 6" OC AT ALL PANEL EDGES AND 12" OC IN THE FIELD, UNO ON PLAN 11. FASTEN SHEATHING TO EACH STUD OF MULTI -PLY STUD GROUP AND EACH KING STUD W/ 8d COMMON @ 12" OC INFILL FRAMING 12. INFILL EXISTING OPENINGS AS NEEDED W/ 2x STUDS @ 16" OC MAX 13. FASTEN NEW END WALL STUD & TOP PLT TO EXISTING CMU WALULINTEL W/ (2) ROWS Y16"O X 2 %" TAPCONS @ MAX 16" OC, STAGGERED 14. SHEATH ALL INFILL FRAMING STUDS PER WALL SHEATHING NOTES ABOVE 15. CONTRACTOR TO PROVIDE MOISTURE BARRIER BETWEEN ALL NON -PT LUMBER & MASONRY LEGEND & SYMBOLS -1 LOAD BRG WALL W/ UPLIFT . _ . - HDR/BEAM NEW WALL TO BE FRAMED BELOW EXISTING LINTEL, SEE INFILL FRAMING NOTES HEADER CALLOUT EXISTING EXISTING WALL HEADER & JACK/KING STUDS TO REMAIN IN PLACE STUD GROUP CALLOUT No. OF STUDS REQ, MATCH WALL WIDTH LINO IF (*) SHOWN, (2) SDWC15600 REQ *-No. TOP PLT TO STUD HOLDDOWN/STRAP TO FRAMING BELOW OF HOLDDOWN/STRAPS REQ (IF MULTIPLE) **NOTES** 1. EOR ASSUMES NO RESPONSIBILITY FOR THE STRUCTURAL INTEGRITY OF THE EXISTING STRUCTURE. SHOULD OWNER/CONTRACTOR FIND AREAS OF CONCERNS IN THE EXISTING STRUCTURE, CONTACT EOR. 2. DO NOT SCALE OR DIMENSION FROM THESE DRAWINGS. SHOULD A DIMENSION BE UNCLEAR, CONTACT OWNER FOR APPROVAL. 3. CONTRACTOR TO PROVIDE TEMPORARY SHORING AS REQUIRED TO SUPPORT EXISTING FRAMING UNTIL ALL NEW STRUCTURAL MATERIALS AND CONNECTIONS ARE IN PLACE AND INSPECTED. 1.0 QST LEVEL FRAMING PLAN Scale: 1/4"=1'-0" Al 6x6 POST SDA (5) TOTAL { I I s • EXISTING HOLLOW BRICK COLUMN • FILL SOLID W/ MIN 3,000 psi NON -SHRINK GROUT BRICK COLUMN PLAN VIEW 1.1 1ST LEVEL FLOORP LAN Scale: 1/4"=1'-0" F JOISTS @ %S SHOWN > BEAM W/ :kJ 11 u DECK FRAMING NOTES: DECK JOISTS No.2 SYP PT 1. ALL DECK JOISTS TO BE MIN 2x8 No.2 SYP PT @ MAX 24" OC 2. ATTACH SINGLE JOISTS TO BEAMS/POST W/ LUS26 EACH END, DBL JOISTS TO BEAMS/POST W/ LUS26-2 EACH END 3. ALL DECK BEAMS TO BE MIN 2x12 No. 2 SYP PT, FASTEN TO POST W/ HUC212-2 EACH END 4. FASTEN ALL MULTI -PLY BEAMS/JOISTS TOGETHER W/ (3) ROWS 10d @ 12" OC STAGGERED OFFICE COPY A rR7 RE110 F E B 2 0 2020 2 O O U Z (.- J U , 2 I I I � I 1 i I I I I 1 I ( I I I I I I I I I I I • EXISTING HOLLOW BRICK I I COLUMN I • FILL SOLID W/ MIN 3,000 psi I I I I ( I { I I NON -SHRINK GROUT f f I I t I I Z 0 • EXISTING HOLLOW BRICK COLUMN • FILL SOLID W/ MIN 3,000 psi NON -SHRINK GROUT BRICK COLUMN PLAN VIEW 1.1 1ST LEVEL FLOORP LAN Scale: 1/4"=1'-0" F JOISTS @ %S SHOWN > BEAM W/ :kJ 11 u DECK FRAMING NOTES: DECK JOISTS No.2 SYP PT 1. ALL DECK JOISTS TO BE MIN 2x8 No.2 SYP PT @ MAX 24" OC 2. ATTACH SINGLE JOISTS TO BEAMS/POST W/ LUS26 EACH END, DBL JOISTS TO BEAMS/POST W/ LUS26-2 EACH END 3. ALL DECK BEAMS TO BE MIN 2x12 No. 2 SYP PT, FASTEN TO POST W/ HUC212-2 EACH END 4. FASTEN ALL MULTI -PLY BEAMS/JOISTS TOGETHER W/ (3) ROWS 10d @ 12" OC STAGGERED OFFICE COPY A rR7 RE110 F E B 2 0 2020 2 O O U Z (.- J U , 2 N Z U) _ O 'q- J 'z Z o Z CD Z Q J a tb � Q U z Z 0 U z o z M Z cv O . M \W r' > Q Q _z O vQo Z Q W COoo Q NU> C7 N t-- o Ir- Z Z J F_ Q PROJECT NUMBER 20-0150 SHEET NUMBER S1.0 SHEET NAME 1st LEVEL STRUCT. PLAN REVISIONS DATE DESCRIPTION DESIGNED SCP REVIEWED JER PIC$ rm,04 SZ MC"_ 00 O 0 LO N 04 0 m I w WLL U) 04~ M --I W C . J O 5; M Z 04 I-OmQ < c) CO C) N 0) co [L r ,,,,,,,,,, .y, 0 80499 '• v' • • :STATE OF Ritt JACQUELINE E. ROWLAND, PE FL LICENSE NO. 80499 02-18-2020