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1969 W Sevilla Blvd RESA20-0001 Laundry Room Addition 11: 'r„ RESIDENTIAL ADDITION PERMIT PERMIT NUMBER � RESA20-0001 ,� ,y�. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ISSUED: 1/24/2020 �r� EXPIRES: 7/22/2020 "���siT'r ATLANTIC BEACH. FL 32233 MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies,or federal agencies. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: , VALUE OF WORK: RESIDENTIAL ADDITION SINGLE 1969 W SEVILLA BLVD OR TWO FAMILY RESIDENTIAL LAUNDRY ROOM ADDITION $23000.00 ADDITION TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 169462 0370 SEVILLA GARDENS UNIT 02 COMPANY: ADDRESS: CITY: STATE: ZIP: FUTURISTIC HOMES, INC. 13694 BETTY DR JACKSONVILLE FL 32224 OWNER: ADDRESS: CITY: STATE: ZIP: KOSUT JANETTE ET AL 1969 SEVILLA BLVD W ATLANTIC BEACH FL 32233-4578 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(904-247 -5814)to request an Erosion and Sediment Control Inspection prior to start of construction. Issued Date: 1/24/2020 1 of 2 ?S"A',,r�` RESIDENTIAL ADDITION PERMIT PERMIT NUMBER ` ` ' CITY OF ATLANTIC BEACH RESA20-0001 ov -1.: 800 SEMINOLE ROAD ISSUED: 1/24/2020 '..r;t! EXPIRES: 7/22/2020 ATLANTIC BEACH. FL 32233 I 2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. 3 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container cannot be placed on City right-of-way. 4 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL I Notes: Full right-of-way restoration,including sod,is required. 5 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. 6 PUBLIC WORKS DECKING REMOVED INFORMATIONAL Notes: All old decking and debris must be removed from job site by Contractor. FEES DESCRIPTION ACCOUNT ' QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $170.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $85.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $3.83 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.55 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL: $461.38 Issued Date: 1/24/2020 2 of 2 City of Atlantic Beach APPLICATION NUMBER (11.An-,,, � ' Building Department (To be assigned by the Building Department.) 800 Seminole Road f Pr* Atlantic Beach, Florida 32233-5445 ~ 20-0C l 12 .711111111,:' Phone(904)247-5826 • Fax(904)247-5845 P E-mail: building-dept@coab.us Date routed: I I City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 1 ,q l E-V i LC A LV _••rtment review required Yes No ('� HOPAE._ Applicant: 1- L [U(-tS-t�l Q � `Planning &Zonin Tree mini or Project: - aur�r3 P CZ50,-.) `• :<�- Public--Work—§-12 Public Utilities Putitrca ety 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: pproved. Denied. Not applicable (Circle one.) Comments: BUILDING r PLANNING &ZONING Reviewed by: /,! Date: I — 16 rZG TREE ADMIN. Second Review: ❑Approved as revised. nDenied. I INot applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. ❑Denied. Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 r04,,J;yJ City of Atlantic Beach ��V APPLICATION NUMBER :. ► Building Department (To be assigned by the Building Department.) 800 Seminole Road JAS! 6 1---)--CS 20 `l ) r.,.` , Atlantic Beach, Florida 32233-5445 W ` �/ Phone(904)247-5826 • Fax(904)241 45 9 �''r wow,- E-mail: building-dept@coab.us Date routed: I t - City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: i Cl l �V I LC A . (-V 1=4_rtment review required Yes No FBuildi t--- -(apixe Planning&Zoningo ( vc€s-rt C Applicant: � I Tree mini or Project: L Zoe Pt lib --0, P A io-Worts a Public Utilities --Pabt• a ety 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 V Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS _ Reviewing Department First Review: Approved. Denied. Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed b : , ,, ' . , ___ �1''ate: `-17''1i 0 TREE ADMIN. Second Review: Approved as revised. I (Denied. I Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. Denied. Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 5..v City of Atlantic Beach APPLICATION NUMBER js� ► , Building Department (To be assigned by the Building Department.) s 800 Seminole Road RESP)7 /1/ �:4 s Atlantic Beach, Florida 32233-5445 C V�.J Phone(904)247-5826 Fax(904)247-5845 I ( \...7111`? E-mail: building-dept@coab.us Date routed: t _�7 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: ILI(.pq s G.V,LCA 6 LVO rtment review required Yes No Buildi_ Applicant: �b rVe,t ssfkcy,,,,,,,,_, ,,—Pnning&Zoning Tree min or Project: L Pt o r„)f' (2_,L, (Zoe . • °i`-o- P Public Utilities "Pubt' a ety 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 V ' Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. (Denied. I Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: •..-A------- Date://C/ -20 TREE ADMIN. Second Review: ['Approved as rev' ed. ['Denied. [Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. Denied. Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 City of Atlantic Beach APPLICATION NUMBER ( Building Department (To be assigned by the Building Department.) \'! 800 SeminolecRoad RE�'..,P)2. C) G ,� - Atlantic Beach, Florida 32233-5445 V )( Phone(904)247-5826 • Fax(904)247-5845 li E-mail: building-deptcoab.us Date routed: lJ ..11� I City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: lq i`"1 ((�� GViLt.Q LV I - • .rtment review re.uired Ye No -- _ kGPAE ' Buildin.Applicant: '` l�l l..)CtS t C. S Planning &Zonings Tree mini Pfitor Project: L Au fl 2_, Zoe '`• a f ` — P s Public Utilities. PQbtic-S ety - 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 I First Review: FrAPproved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING ^ 1 PLANNING &ZONING Reviewed by: ri/NIr ' Date: � 1& a0 TREE ADMIN. Second Review: ❑Approved as revised. ['Denied. I 'Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. ['Denied. Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 7 ,''---fir, Building Permit ApplicatiotOFFICE COPY Updated 10/9/18 City of Atlantic Beach Building Department **ALL INFORMATION `J�, HIGHLIGHTED IN GRAY � \,, .. �p 800 Seminole Road, Atlantic Beach, FL 32233 IS REQUIRED. Phone: (904) 247-5826nEmail: Building-Dept@coab.us Job Address: (C{tal -)C V,14 11 � .tle1 • Permit Number: 4 \ s f''\ 0-coo Legal Description LD+ (V SC,vdiG. GOl5 (11,r +WO RE# 1 (4,c7 4('z.---0370 Valuation of Work(Replacement Cost)$ 21)/OM.Au Heated/Cooled SF Non-Heated/Cooled • Class of Work: ❑New iZcIdition DAlteration ❑Repair❑''Move ❑Demo DPool DWindow/Door • Use of existing/proposed structure(s): ❑Commercial g esidential • If an existing structure,is a fire sprinkler system installed?: ❑Yes ONo • Will tree(s)be removed in association with proposed project?DYes(must submit separate Tree Removal Permit) Ca1Vo Describe in detail the type of work to be performed: Florida Product Approval# for multiple products use product approval form Property Owner Information /� ` 1 Name ...7-,t,"4-7,-,- LO-Cur Address al (o q S e v , ,_LM- /I/.Q w, /4f//htiTC� City State Zip Phone l/o`l9t1y i/-g92 13e.4-e--4 Fl-- E-Mail J1-I12105f5'3i)erv►1/1-r/ e0-r�ti- 32233 Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information r� Name of Company I'VJvf1Sh C /l/I''ame& of rrrr�� . Trtc.- Qualifying Agent 5•Sao,/ /Iota( Address 1346.1 be-1-1,11)(, City ,k.K. State ri • Zip 3,20`/ Office Phone �10Ji-7/D -°/d'0! Job Site CnactNumber rI05/-7/0 --`/a'O/ State Certification/Registration# G(2)1,().S d '9r ' E-Mail H1 ,'ix - ({j^1wJ cats Architect Name&Phone# J Engineer's Name&Phone# L-ou Po.1-1-, n 339-O`/sol Workers Compensation Insurer eirµ. {' OR Exempt expiration Date a- */1-,21--at/ Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction.I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Q 1- (Signa Owner o Agent _ 4 (Signat : of Contractor) / �`�� Si ,ed and sworn to(or affi d • .. - • e this •a of d and sworn to(or affirmed)before me this . day of - ).r�� y (RAN v, �kC\,,by I-n Z \kick ,752)b CTT�� 6 . � t1mV\A iffll/a - - —• ,•- reo Notar f_ ''AP:o�.,• LEANNE DONOHUE ;R `,, Commission#GG 929378 •.�, ;:, .-, TONI GIPDLESPERGER [ i Personal) Known OR ;r9n7..e Expires April 28,2020 ersonally Known Iii•' •Y ,.FOFaoP;• .�, ;,: I+tYCGWr11SSION#GG353178 Produced Identification BondedTnruTroyrainlnsurance8o038S7gt9) roduced Identific :;Q r- .,f Expt: der 6 � ;..�,,;y mor of Identification. '•A. • ^. , Type of Identification: � L _ ______ ype ;,,, � ;;7�ThaiNdaryPablcUnder+sien - OFFICE COPY PERMITTED BUILDING DATA DO NOT WRITE BELOW - OFFICE USE ONLY Applicable Codes: 6th Edition (2017) Florida Building Code DEVELOPMENT SIZE: Habitable Space (ft2): f V7U Non-Habitable Space (ft2): LAND INFORMATION: Zoning District: R. L Flood Zone: / ` ff / 1 Minimum FFE: F, 3 BUILDING INFORMATION: Construction Type: V 115 Occupancy Group: S:rst-Q -c my!r P4S. Number of stories: Max. Occupancy Load: Fire Sprinklers Required: CONDITIONS/COMMENTS: Perm , / 7 R sod c - BICE COPY NOTICE OF COMMENCEMENT State of //ti4 Tax Folio No. County ofi/�� 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: t 01- 0) I sr,0AG. GirriitS Dad- , Address of property being improved: 1% 9 Sohlia. 611/c1, Li• General description of improvements: 1 CwVIui7 Thorn a6161,110n r. Owner: L„ . i ' i_ 9 LA- Address: t [ �v f c xV r c-�-/3- A/u( W, /1/774jr - Owner's interest in site of the improvement: /ce,S/ e.44/'Pi ` FG 32.23_ Fee Simple Titleholder(if other than owner): J Q Name: rrrr D L �f (� 1 t Y I"' Contractor: Fr.)10/ T(6 i tlieS, [3`(�� F" �"nt-., / JC 01 0)- o 0 Address: !3t�t4 BGT"y i 11� �acksbv►j 1k ri. �!�°S'`�( a, o / cn O Telephone No.: QG`�' 71(� ` O Fax No: o 5 o Surety(if any) /04o �5 it_ Address: Amount of Bond$ m in ce Lu Q O—J Telephone No: Fax No: O N c_I o IC)—N J O_ Name and address of any person making a loan for the construction of the improvements N a 4 "' c� c mom _z Name: /v//1– o° a,wi-o 31(14_1512.2z°O.2 z° Address: ;E o z D o o z a)OOW C)ZctG Uce 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: N//1^ 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 /. / /� Sign-;. I/. 'L I�� t Date: De-C B; ore me this i1h day of 2 in the County of Duval,State •f cjj a,has personally appeared V..- . op+:► ;•. LEANNE DONOHUE •' '•.P:, Notary Public at Large,State o Flor'da,County of Duval. .r ;110 _• Commission#GG 929378 My commission expires: \A• �• RAO _;•%� o; Expires April 28,2020 `�•.::;f Os'' BondedTMuTroyFainInsurance800.385-7019 Personally Known: or r ______ _ Produced Identification: V .c-') . r_3(0auwoo . OFFICE COPY FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -7. SECTION A-PROPERTY OWNER INFORMATION For Insurance Company Us BUILDING OWNER'S NAME Policy Number JANE /-c/, 5//T ' BUILDING STREET ADDRESS (IncludingiApt.,Unit,Suite,and/or Bldg. No.)OR P.O. ROUTE AND BOX NO. Company NAIC Number /90 9 5EV/41--4 B6,e/4EVARo GVE57 CITY STATE ZIP CODE ATL.4MT/C BEAc'/ FG 32233 PROPERTY DESCRIPTION (Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) L o T 03 SE1//L L4 &Agog/Vs L/iv/T Tx-c/o BUILDING USE(e.g., Residential,Non-residential,Addition,Accessory,etc. Use a Comments area,if necessary.) QE5f4C7E/VT/AZ- LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: L_IGPS(Type): ( °--Al'- . ' or .;',':.',7,'.',',.°).;',':.',7,'.',',.°).;',':.',7,'.'.;',':.',7,'.',',.°) LI NAD 1927 IJ NAD 1983 LI USGS Quad Map 1-1 Other SECTION B -FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1.NFIP COMMUNITY NAME&COMMUNITY NUMBER B2.COUNTY NAME B3.STATE ATL4/V7-/C ea4Ch' /2ao75 0/./VAL . /"L B4.MAP AND PANEL 85.SUFFIX B6.FIRM INDEX 87.FIRM PANEL 68.FLOOD B9.BASE FLOOD ELEVAT NUMBER DATE EFFECTIVE/REVISED DATE ZONE(S) (Zone AO,use depth of flo< /2,o75 oao/ 17 A//4 APR/4 /7, /925 ""x„ „Q 41--/A = .(---,, B10. Indicate the source of the Base Flood Elevation (BFE)data or base flood depth entered in 69. J_J FIS Profile IX_J FIRM • J_J Community Determined JJ Other(Describe): 811. Indicate the elevation datum used for the BFE in 89: [J NGVD 1929 I_I NAVD 1988 I_J Other(Describe): 612. Is the building located in a Coastal Barrier Resources System (CBRS)area or Otherwise Protected Area (OPA)? I_J Yes IXI N Designation Date: SECTION C-BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: J_JConstruction Drawings' JJBuilding Under Construction' JJFinished Constructic 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number, / (Select the building diagram most similar to the building for which this certificate is being completer pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations—Zones A1-A30,AE,AH,A(with BFE),VE, V1-V30, V(with BFE),AR,AR/A,ARAE,AR/A1-A30,AR/AH, AR/AO Complete Items C3.a-i below according to the building diagram specified in Item C2.State the datum used. If the datum is different f the datum used for the BFE in Section B, convert the datum to that used for the BFE.Show field measurements and datum conversi calculation. Use the space provided or the Comments area of Section D or Section G,as appropriate,to document the datum conve Datum NGVD /929 Conversion/Comments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? JJ Yes IA) a)Top of bottom floor(including basement or enclosure) e9 . 3 ft.(m) O b)Top of next higher floor /VSA •—ft.(m) ti . O c) Bottom of lowest horizontal structural member(V zones only) /V/�4 ft.(m) H 0 52 d)Attached garage (top of slab) 0 0 � . 7 ft.(m) E c (� l e) Lowest elevation of machinery and/or equipment A/C PAD w _(T servicing the building (Describe in a Comments area.) 7. to ft.(m) E . ` 01 l) f) Lowest adjacent (finished)grade(LAG) a, . 5 ft.(m) z.. ` 4 ki en pio a) Highest adjacent(finished) grade (HAG) 8 . / ft.(m) 2 J ❑ h)No. of permanent openings (flood vents)within 1 ft. above adjacent grade 0 0 4` ❑ i)Total area of all permanent openings (flood vents)in C3.h D sq. in. (sq. cm) SECTION D -SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, 8, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME LICENSE NUMBER DONN W. BOATWRIGHT, P.S.M. LS 3295 TITLE C MPMNY N4uR OFFICE COPY PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA (*REQUIRED) *Project Address: l ct‘ L Se `�`tc �A.UCL t,i, Permit#: g5\390 — ()C *Owner/Project Name: SCikC. `A05cr As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72, please provide the information and product approval number(s)for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at:www.floridabuilding.org. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A. EXTERIOR DOORS 1.Swinging 2. Sliding 3. Sectional 4. Garage Roll-Up 5.Automatic 6. Other B.WINDOWS 1.Single hung PL\).c,P.vo. 3°5-°511e, 11 .y cL s-L) 141 ,S- 2. Horizontal slider 1 3. Casement 4. Double hung 5. Fixed 6.Awning 7. Pass-through 8. Projected 9. Mullion 10. Wind breaker 11. Dual action 12. Other Page 1 of 4 Updated 10/17/18 OFFICE COPY Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# C. PANEL WALL 1.Siding V ei S�Lt c 113/)3 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 owrj co-tni`t� 8. Roofing tiles r L. ed w. EI-164/21.11-4 9. Roofing insulation 10. Waterproofing Qte -b c - cK pi-q777,)--(7 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 Page 2 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. *Contractor Name (Print Name): �e Hop, *Contractor Signature: /f) *Company Name: 6 of (-A *Mailing Address: 13ozi r ( *City: QC,6/l.Jtqlitt- *State: l o *Zip Code: 3,��;a1/ *Telephone Number: -lO q' 7/6 '716 *E-mail Address: 'c V11 inc. .Y t c�Nw41• �'"" Cell Phone Number: q64- 7/6 - /��� Fax Number: J Page 4 of 4 Updated 10/17/18 FLORIDA BUILDING CODE NUMBERS OFFICE COPY 1) MTSA 24—FL 10852.9 2) LTT 20B—FL11496.3 3) SPH6—FL10456.47 4) SPH4—FL10456.46 5) Coil strapping CSl6—FL10852.1 6) LUS28—FL10655.113 7) LUS26—FL10655.111 8) H2.5—FL10456.11 9) Hardee panel—FL13223 10)Hardee lap—FL13192.2 OFFICE COPY Cyc v3 05 v2 ( ) Q g _ -� --- SiJ''iC� ■T ill k 1 anri,e;,``(11-i 41 a Ho 5uilt4i ® 30 wild' Ce \,i 1� f 50 b I c:A_ r 1 O O0 1 I l b 1 Etr - • �- / `\C c.. v_.f 6�`" � i. ._141 . MAP SHOWING -BO.UNDARY SURVEY OF . LOT 23 ACCORDING TO THE PLAT OF $EYFLL& GArDEN$ UNT TWO AS RECORDED IN PLAT BOOK 45 , PAGE(S) . 7 AND 7A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: JANETTE KOSUT, STEWART TITLE OFeJACKSONVILLE, INC. , JAX NAVY FEDERAL CREDIT UNION AND . / ©L- 7.--- WATSON & OSBORNE, P.A. !; ' 99.01' (M) REBAR" N 89'59'49 E R c ASSOC SUR S 89.56'10" E 99.01' ( ) Le soba I I PK AND DISK SUBDIWSION BOUNDARY_ 0.2 lB 5488 - 1/�1 Ca 113.00' R) IP 0• \1.3'x1.3' 16 .'! STONE N 89'58;10to r . E 113.00' �M) • STUCCO ^^ PA110 n� Q W N 89.59'411" E COWMN l `�Li (!� J' f y • . d fa --1 O f.7r ' WOW S. .31,•\ d Y F J s -.-�,. ' STEPS a '0.. Al ^s4> WS obi • s'F`LOT 23 ,5).:3 •o i J • _I \rte q o -t LOT 24 ,� `� ,,," ',<„ _ //?i w LO ��' 4f J x1.3' g A 5 srsr0 •s• �'l m i • Y. A5 'CCO 0. *��' '� -,.-.?4•1a "_ +a%°C0 r 54' e, ti /'�J t"-:710,42) ./ '!. .x "t.,`•o, r � s F / ,� w et •.7.,0.7 sg o et • • 1/2" eq. �) 0 42 RE4AR 05 S 85'42'28 E • .• •• �A'- �. �' 33.58' (M) •: e�, qP. S 85'55'58' E b ll 33.59' (R) :.Y4- A . (71/•• ' `� }'1 • m q5 E �� e�'°;,�`5'Os;)%� � „ LOT 22 .2. l,`S `� ��� REBAR 4. ....:5:".i•(40 rV a SEVILLA BOULEVARD 912A1\-;\ `" 1/2" CUL DE SAC WEST r 1A 1.07 PRC J872 , DESIGN CRITERIA 8c LOADS SHEATHING SPECIFICATIONS TYPICAL MEMBER FASTENING MATERIAL SPECIFICATIONS DESIGN CODE: 2017 FLORIDA BUILDING CODE - RESIDENTIAL, AND CURRENT REFERENCED TABLE 5: WALL SHEATHING TABI F 9: Wnnn MFMRFR FAgTP7NIN(, gri_4F'ni II P, Anlruna 001 TC 0. TL-JM-Ar,r-n A UUULJ 1AINU J I mINUf-NrCUJ TABLE 1: FLOOR AND ROOF LOADING LOAD TYPE/PLACEMENT FLOOR (Cd = 1.0) ROOF (Cd = 1.25) MIN. 7/16", 24/16, APA RATED OSB 8d COMMON @ 7 PSF (SHINGLES) DEAD LOAD 10 PSF 3" O.C. EDGE, 0.75" MAX DEFLECTION UNDER ANY CASE 6" O.C. FIELD 20 PSF (TILE) LIVE LOAD 50 PSF 20 PSF SPECIFICATION TYPICAL NAILING SHEARWALL NAILING MIN. 7/16", 24/16, APA RATED OSB 8d COMMON @ 8d COMMON @6" OR PLYWOOD SHEATHING O.C. EDGE, 3" O.C. EDGE, 0.75" MAX DEFLECTION UNDER ANY CASE 6" O.C. FIELD 6" O.C. FIELD WALL SHEATHING NOTES: - 1. FLEXIBLE FINISH INCLUDES WOOD, CEMENT OR VINYL SIDING, HARDI PANEL AND BRICK. ALL OTHER SIDING SHALL BE CONSIDERED BRITTLE FINISH 2. SHEATHING MAY BE INSTALLED HORIZONTALLY OR VERTICALLY 3. PANEL EDGE BLOCKING IS REQUIRED AT SHEAR WALLS AND WALLS WITH BRITTLE FINISH. BLOCKING SHALL BE FLATWISE 2x4 SPF#2 OR BETTER TABLE 2: ROOF AND FLOOR DEFLECTION CRITERIA FASTENED EA END W/ (3) 10d TOE -NAILS FRAMING TYPE LIVE LOAD TOTAL LOAD ROOF L/240 L/240 FLOOR L/360 L/240 0.75" MAX DEFLECTION UNDER ANY CASE TABLE 3: WIND LOADING BASIC WIND SPEED (ASCE 7-10) 130 MPH EXPOSURE CATEGORY C BUILDING RISK CATEGORY II BUILDING ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT ±0.18 Cd 1.6 COMPONENTS AND CLADDING SEE TABLE 4 4. VERT. AND HORIZ. SHEATHING GAPS SHALL BE MIN. Y8" AND MAX. 5/g" TABLE 6: ROOF SHEATHING SPECIFICATION TYPICAL NAILING GABLE END NAILING TOP PLATE TO TOP PLATE SHINGLE: MIN. '/16 ", 24/16, 8d RING SHANK 8d RING SHANK @ 4" APA RATED OSB OR PLYWOOD @ 6" O.C. EDGE, O.C. EDGE, 4" O.C. FIELD SHEATHING 6 O.C. FIELD WITHIN 4' OF ROOF END TILE: MIN. 15/2", 32/24, APA 8d RING SHANK 8ci RING SHANK @ 4" RATED OSB OR PLYWOOD @ 6" O.C. EDGE, O.C. EDGE, 4" O.C. FIELD SHEATHING 6" O.C. FIELD WITHIN 4' OF ROOF END METAL: MIN. Y2", 32/24, APA 8d RING SHANK 10d RING SHANK @ 4" RATED OSB OR PLYWOOD @ 6" O.C. EDGE, O.C. EDGE, 4" O.C. FIELD SHEATHING 6" O.C. FIELD WITHIN 4' OF ROOF END MEMBER CONNECTION TYPE FASTENERS END ZONE TOP PLATE TO TOP PLATE FACE NAIL (3) ROWS 10d @ 12" OC STAGGERED TOP PLATE LAP FACE NAIL (16) 10d EVENLY SPACED TOP PLATE TO STUD (BOTTOM PLY OF DOUBLE TOP PLATE END NAILED) END NAIL (2) 1 O @ 2x4 WALL (3) 1 O @ 2x6 WALL (4) 1 O @ 2x8 WALL STUD TO BOTTOM PLATE TOE NAIL (3) 1 O @ 2x4 WALL (4) 1 O @ 2x6 WALL (5) 10d @ 2x8 WALL RIM BOARD TO TOP PLATE TOE NAIL 1 O @ COC (6) 10d TO CARRYING MEMBER(4) TO CARRIED MEMBER ( ) 1 CEILING JOIST TO TOP PLATE TOE NAIL (5) 10d LUS210 CEILING JOIST TO RAFTER FACE NAIL (8) 10d PERPENDICULAR TRUSS/RAFTER TO TOP PLATE TOE NAIL (2) 12d COMMON JACK RAFTER TO HIP TOE NAIL (3) 10d EA RAFTER TO RIDGE TOE NAIL (3) 10d (18) 16d TO CARRYING MEMBER (10) 10d TO CARRIED MEMBER BOTTOM PLATE TO RIBBON FACE NAIL 16d COMMON @ 8" O.C. - - - 36. n w i vl C,J I IVI C I JJl+ htCHUL WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALVANIZED OR BETTER. RETROFIT REBAR/ROD INSTALLATION_ EMBEDMENT OF RODS OR REBAR DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/4" LARGER THAN REBAR SIX AND 1/8" LARGER THAN THREADED ROD SIZE. (UON) EPDXY: ITW RED HEAD A7 DUAL CARTRIDGE (MINIMUM EDGE DISTANCE PER MANUFACTURES SPECIFICATION) REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. WELDED WIRE FABRIC WWF): SHALL BE ASTM A1064. LAMINATED VENEER LUMBER (LVL) ALL LAMINATED VENEER LUMBER SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi, PLY WIDTH OF 1.75" CONCRETE SPECIFICATION S. ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318, AND SHALL BE CONSTRUCTED IN WOOD MEMBER FASTENING NOTES: ACCORDANCE WITH ACI 301, 318 AND ALL OTHER APPLICABLE REFERENCED STANDARDS. ALL CONCRETE 1. FASTENER. NOTED ON PLAN SHALL SUPERCEDE THE ABOVE TABLE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. 2. SEE DETAI� 1/S0.1 FOR TYPICAL BUILT UP MEMBER FASTENING REQUIREMENTS CONCRETE MASONRY SPECIFICATIONS: ROOF SHEATHING NOTES: MASONRY SHALL BE DESIGNED, CONSTRUCTED AND TESTED IN ACCORDANCE WITH ACI 530, AC1530.1 AND 1. ROOF SHEATHING SHALL BE INSTALLED WITH LONG DIMENSION TABLE 10: NAIL SIZE LEGEND ASTM C90. MASONRY UNITS SHALL BE HOLLOW LOAD-BEARING GRADE N TYPE 1 NORMAL WEIGHT WPTH PFRPFNIFII(-'I II AP Tf) TWF QI IppnpTc 2. HANEL EDGE BLOCKING IS NOT REQUIRED 3. SEE DETAIL 1 /SO.0 TABLE 4: COMPONENT AND CLADDING DESIGN PRESSURES (PSF) TABLE 7 FL00 EFFECTIVE WIND AREA (SQUARE FT) WIND ZONE DESIGNATION INTERIOR ZONE END ZONE 0 - 10 +24.6 -26.7 +24.6 -33.0 11 50 +22.0 -24.1 +22.0 -27.8 51 - 100 +20.9 -25.0 +20.9 -25.6 101 - 200 +19.8 -21.9 1 +19.8 -23.4 R SHEATHING FLOOR SHEATHING NOTES: 1. FLOOR SHEATHING SHALL BE INSTALLED WITH LONG DIMENSION PERPENDICULAR TO THE SUPPORTS 2. PANEL EDGE BLOCKING IS NOT REQUIRED J. SEE DETAIL 1 /S0.0 * SHEATHING GAP: NAIL LENGTH SPECIFICATION TYPICAL NAILING 2Y2" 0.131" 8d RING SHANK 23/8" 23/32 T&G OSB OR PLYWOOD 10d COMMON @ 6" O.C. EDGE, 6" O.C. 1Y2" 0.148" ADJ 3" SHEATHING FIELD 3" 0.148" FLOOR SHEATHING NOTES: 1. FLOOR SHEATHING SHALL BE INSTALLED WITH LONG DIMENSION PERPENDICULAR TO THE SUPPORTS 2. PANEL EDGE BLOCKING IS NOT REQUIRED J. SEE DETAIL 1 /S0.0 * SHEATHING GAP: NAIL LENGTH DIAMETER 8d COMMON 2Y2" 0.131" 8d RING SHANK 23/8" 0.113" 10dx1Y2" 1Y2" 0.148" ADJ 3" 0.131 " 110d 110d COMMON 3" 0.148" 10d RING SHANK 3" 0.148" 12d COMMON 3Y4" 0.148" 16d COMMON 3Y2" 0.162" A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500 psi). GROUT AND MORTAR SHALL BE DESIGNED, CONSTRUCTED AND TESTED IN ACCORDANCE ASTM C476, ASTM C1019, ASTM C270. GROUT SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 psi AND A MAXIMUM COURSE AGGREGATE SIZE OF 3/8" PLACED AT AN 8" TO 11" SLUMP. MORTAR SHALL BE TYPE M OR S. CELLS CONTAINING VERTICAL REINFORCEMENT SHALL BE GROUTED IN 5'-0" MAXIMUM LIFTS. WHEN LIFT SHALL EXCEED 5'-0", PROVIDE CLEAN OUTS IN BOTTOM COURSE OF MASONRY WALL. CLAY MASONRY (BRICK): BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. TYPE N MORTAR MAY BE USED IN BRICK VENEER. WIND LOADING NOTES. MIN. Ys" - MAX. 16" 1. THE VALUES SHOWN ABOVE HAVE BEEN REDUCED PER ASD LOAD BOUNDARY OF NAIL SIZE LEGEN NOTES: GENERAL RAL NOTES COMBINATION 0.6W. NO FURTHER REDUCTIONS SHALL BE SHEATHING 1. USE BORED HOLES WHERE NEEDED TO PREVENT SPLITTING OF WOOD. BORED PERMITTED HOLES SHAL�L NOT BE GREATER THAN 75% OF THE NAIL DIAMETER 2. PLUS = PRESSURE AND MINUS = SUCTION. COMPONENT AND EXAMPLE OF 2. NOMINAL NAIL LENGTHS AND DIAMETERS FROM TABLE 10 SHALL BE MET PRIOR FOUNDATION: CLADDING ELEMENTS SHALL BE DESIGNED FOR BOTH POSITIVE TO THE APPLICATION OF ANY PROTECTIVE COATING FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTINGS HAVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE UNSUPPORTED BEEN DESIGNED WITH A MAXIMUM SOIL BEARING PRESSURE OF 2000 PSF. A SOILS INVESTIGATION REPORT (UNBLOCKED) PANEL EDG 3. DESIGN OF WINDOWS AND DOOR FASTENING TO WALL FRAMING IS BY OTHERS IS RECOMMENDED TO VERIFY SUITABLE SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS THE RESPONSIBILITY OF THE WINDOW/DOOR MANUFACTURER AND E (TYPICAL) CONNECTOR SCHEDULE SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE EOR SHALL BE NOTIFIED. SOIL SHALL BE FREE OF SHALL MEET BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN ORGANIC AND COHESIVE (CLAY) MAER!AL. EXISTING SOIL AND STRUCTURAL FILL SHALL BE COMPACTED TO LAT STRAPS AND COIL STRAPS A MINOF 95% MODIFIED PROCTOR TABLE ABOVE F. i'J ACCORDANCE WITH ASTM D 1557. 4, SEE SCHEMATIC BELOW FOR END Z _ �.., __. _ ONE LOCATIONS - * SHEATHING GAP. I ; CONNECTOR FASTENERS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, Cl MIN. �" -MAX. %s' � LSTA12 (10) 10d ELECTRICAL EMBEDS, STEP HEIGHTS, ETC. SEE ARCHITECTURAL PLANS. DO NOT SCALE DRAWINGS. REFER 11 II 2TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS. _---- ----� a.k EDGE NAILING I ! MSTA24 (18) 10d i PER TABLE CS16 LAP EA END 11" & FASTEN W/ (10) 10d MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS. PROVIDE #3 @ 48" O.C. OR ROD CHAIRS PER FOUNDATION DETAILS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF CS18 FIELD NAILING LAP EA END 10" & FASTEN W/ (9) 10d PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO POST BASES EACH ELEMENT. SPLICES IN REINFORCING SHALL BE 48 BAR DIAMETERS, WHERE PERMITTED. END ZONE WIDTH 'a' 4 FT PER TABLE WALL, ROOF *ADD FRAMING MEMBERS OR FLOOR CONNECTOR FASTENERS STEM WALLS CONSTRUCTED W MASONRY UNITS SHALL BE COURSED W RUNNING BONDS. STACKED BONDS [NOT ACTUAL PLAN] WHEN MAX SHEATHING FRAMING 5 „ ARE NOT PERMITTED. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT A ABU44 S SPECIFIED ON PLAN MEMBERS (12) 16d INTO POST, /8 THREADED ROD INTO SLAB AND AT CORNERS, WALL ENDS, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT GAP IS EXCEEDED INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BAR ABU66 (12) 16d INTO POST, 5/g" THREADED ROD INTO SLAB S, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. AT STEM WALLS CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE ��-2:1 Ir � 1 WALL, ROOF �t FLOOR . SHEATHING NAILING TWIST STRAPS HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. a VERTICALLY, EVERY OTHER COURSE. VERTICAL SCALE: 3j4» CONNECTOR FASTENERS REINFORCING SHALL BE INCREASED AS NOTED ON PLAN. LAP JOINT REINFORCING SHALL BE A MINIMUM OF = 1,-0» 6 7r a 7r 7 TABLE 8: PORCH CEILING SHEATHING H2.5T (5) 8d EACH END SCOPE OF SERVICE MEANS AND METHODS: THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE SPECIFICATION TYPICAL NAILING MIN 3/8" PLYWOOD OR OSB 8d COMMON @ 6" O.C. EDGE, 6" O.C. FIELD Y2" GYPSUM (WATERPROOF) J .. GREEN BOARD 5d COOLER @ 6" O.C. EDGE, 6" O.C. FIELD MTS12 (14) 1 O SLABS ON GRADE: CONCRETE SLABS ON GRADE SHALL E INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER HTS16 (16) 1 O WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL HTS20 (20) 1 O SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. SAWCUT CONTROL JOINTS SHALL BE INSTALLED THROUGHOUT ENTIRE SLAON GRADE. 1" DEEP SAWCUTS SHALL PLACED IN A 12'x12' GRID FRAMING ANGLES WITHIN 4 TO 12 HOURS OF CONCRETIE PLACEMENT FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE LIMITED TO THE FOLLOWING: STRUCTURE TO SUPPORT LOADING FROM UPLIFT LOADS, GRAVITY LOADS, AND SHEAR LOADS. ITEMS NOT DESIGNED INCLUDE, BUT NOT LIMITED TO, PRE-ENGINEERED TRUSS DESIGN, TRUSS -TO -TRUSS CONNECTIONS, OR ANY ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/ INSTALLATION OF ALL WATER PROOFING. TYPICAL ABBREVIATIONS J .. CONNECTOR FASTENERS WOOD FRAMING SPECIFICATIONS: I ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS NDS FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE PRESSURE -TREATED. IF, ACQ OR NON -DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. ROOF COVERING SPECIFICATIONS: - THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGLES SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF " ' TILE INSTALLATION MANUAL.AND THE MANUFACTURERS REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RES'"ONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. GUARDRAILS AND HANDRAILS: SHALL BE DESIGNED PER FBC. CO",SpLIANCE WITH THESE REQUIREMENTS IS THE RESPONSIBILITY OF THE RAILING MANUFACTURER. PRE-ENGINEERED MISCELLANEOUS STRUCTURES ANY EYEBROW, CANOPY, ALUMINUM COMPONENT OR ANY OTHER BUILDING APPENDAGES NOT SPECIFICALLY DETAILED HEREIN SHALL BE DESiGNEb BY OTHERS AT THE EXPENSE OF THE CONTRACTOR. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF MISCELLANEOUS ATTACHED STRUCTURES TO THE MAIN STRUCTURE INDICATING CONNECTION POINTS, REACTIONS AND FASTENER REQUIREMENTS PRIOR TO FABRI CATION OF MISCELLANEOUS STRUCTURE AND PRIOR TO CONSTRUCTION OF MAIN STRUCTURE. CONTRACTOR SHALL COORDINATE LOADING REQUIREMENTS WITH ANY OTHER PRE-ENGINEERED COMPONENT SUCH AS ROOF FLOOR AND ROOF TRUSS ENGINEERING. A34 (8) 8dxY2 ADJ ADJACENT LVL LAMINATED VENEER LUMBER A35 (12) 8dxY2 BM BEAM MANUF MANUFACTURER HANGERS BOT BOTTOM MONO MONOLITHIC CONNECTOR FASTENERS BRG BEARING OC ON (ENTER LUS28 (6) 10d TO CARRYING MEMBER(4) TO CARRIED MEMBER ( ) 1 CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD LUS210 (8) 10d TO CARRYING MEMBER (4) 10d TO CARRIED MEMBER CONT COTINUOUS PERP PERPENDICULAR HU210-2/HUC210-2 (18) 16d TO CARRYING MEMBER( 10) BER 10d TO CARRIED MEM DBL DOUBLE PRE ENG PRE --ENGINEERED HU212-2/HUC212-2 (22) 16d TO CARRYING MEMBER (10) 10d TO CARRIED MEMBER EA EACH PSF POUNDS PER SQUARE FOOT HU410 (18) 16d TO CARRYING MEMBER (10) 10d TO CARRIED MEMBER IMPORTANT RENOVATION NOTES EE EACH END PSI POUNDS PER SQUARE INCH HOLD DOWNS INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN. INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES. THE ACTUAL AS -BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. EOR ENGINEER OF RECORD PSL PARALLEL STRAND LUMBER CONNECTOR FASTENERS EQ EQUAL PT � PRESSURE TREATED DTT2Z (8) SDS Y4"x2Y2" INTO STUDS „ /POST W/ Y THREADED ROD EPDXIED 4 OR Y2"x6" TITEN HD EW EACH WAY REINF REIN=ORCING EXT EXTERIOR REQD REQUIRED LTT20B (10) 10d INTO STUDS/POST W/ Y2 THREADED ROD EPDXIED 4» OR Y2%6" TITEN HD FBC FLORIDA BUILDING CODE SF SQUARE FOOT FDN FOUNDATION SPF SPRUCE PINE FUR HTT5 26 16dx2Y2 INTO STUDS 5 " „ ( ) /POST W/ /8 THREADED ROD EPDXIED 7Y2 FT FOOT SYP SOUTHERN YELLOW PINE HDU5 (14) SDS Y4"x2Y2" INTO STUDS/POST W/ 5/8" THREADED ROD EPDXIED 7%" FTG FOOTING THRU THROUGH CONNECTOR NOTES: 1. FOR CONNECTORS NOT SHOWN ABOVE, CONSULT THE MANUFACTURER'S CATALOG AND INSTALL FASTENERS THAT WILL PROVIDE THE GREATEST CAPACITY 2. CONNECTORS SHOWN ARE SIMPSON-STRONG-TIE. ALTERNATIVE MANUFACTURER IS ACCEPTABLE AS LONG AS PUBLISHED VALUES ARE GREATER GT GIRDER TRUSS TR THREADED ROD HGR HANGER TYP TYPICAL HDR HEADER LION UNLESS OTHERWISE NOTED HORIZ HORIZONTAL VERT VERTICAL Associates, Inc. 4745 Sutton Park Ct., Ste, 204 Jacksonville, Florida 32224 Ph: 242-0908 FL: CA # 8344 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO a ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. �LLw� > = U mQ� Q m � J U � W Z ~ Lf) J � cp � 0 DESIGN CRITERIA, SPECS, & GENERAL NOTES DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR, REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE EO.R. LPA JOB NUMBER J KOS-19-00947 DRAWN/DESIGN�'CH ECK HGD/ JMD/ LAP DATE 12/9/19 SQUARE FOOTAGE 70 SHEET SO.0 SHEET 1 OF 4 J .. - No.5 = r - STATE OF rn OR NA „ ,,,,,,,o, Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO a ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. �LLw� > = U mQ� Q m � J U � W Z ~ Lf) J � cp � 0 DESIGN CRITERIA, SPECS, & GENERAL NOTES DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR, REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE EO.R. LPA JOB NUMBER J KOS-19-00947 DRAWN/DESIGN�'CH ECK HGD/ JMD/ LAP DATE 12/9/19 SQUARE FOOTAGE 70 SHEET SO.0 SHEET 1 OF 4 PROVIDE SAWCUTS PER 7/S2.1 6 4" CONCRETE SLAB W/ S2.1 FIBERMESH @ 1.5 LBS/CU.YD. OF CONCRETE OR 6X6 W1.4XW1.4 WWF ON 6MIL -� VAPOR BARRIER IN PREPARED GRADE. 6 I 6 NEW FTG TO EXISTING FTG 1 S2.1 I I S2. w/ (2)#5x30" DOWELS S21 EPDXIED 6" MIN. (TYP) - -- T--- - -- -- - I - -- ''�7- - - -.- - I,Fi - -- -- - ,'-- - '----� - -��-- - -�- - I r i' EXISTING FOUNDATION IS TO REMAIN AS IS. SHOWN FOR REFERENCE ONLY. ADDITION: FOUNDATION PLAN SCALE: Y4"=1'-0" (3)LS50, ONE AT EACH INTERSECTION 7 S2.0 NO STRUCTURAL CHANGE IN HATCHED AREA, CONTACT EOR IF OTHER CONDITIONS EXIST. 7 S2.0 OVERFRAME LEDGER SEE 4/S2.1 WALL STRAPPING NOTE: ALL NEW EXTERIOR WALL STUDS SHALL BE STRAP TOP AND BOTTOM PER 1/SO.0 01 SW - 2x6 SYP#2 CEILING RAFTERS (2)2x8-1/1@ 24" 'OC: PAIR W LOCATE CEILING BEAM _ / ROOF BELOW HIP/RIDGE � -- RAFTERS PER 7/S2.0 (TYP) INTERSECTION ABOVE 11 it (3)2x6 ABOVE NEW TO EXISTING WALL - - FRAMING PER 3/S2.1 �I (3)2x4 SPF#2 POST, - - STRAP TOP W/ (2)HTS16 '(2)2x6 ABOVE AND BASE W/ LTT20B-- i (2)2x4 SPF#2 POST, NE f4' 10" STRAP TOP W/ (1)MSTA24 AND BASE W/ LTT20B N OD, WA NO STRUCTURAL CHANGE IN HATCHED AREA, CONTACT EOR IF s. OTHER CONDITIONS EXIST. I ADDITION: WALL FRAMING PLAN SCALE: 2x6 SYP#2 ROOF RAFTERS @ 24" OC. PAIR w/ CEILING RAFTERS PER 7/S2.0. FASTEN TO HIP W/ LS50 (TYP) CONTRACTOR MAY REMOVE EXISTING ROOF OVERHANG. -DO NOT DAMAGE EXISTING METAL CONNECTORS OR MENDING PLATES. (3)2x4 SPF#2 KING POST, STRAP TOP & BOT w/ (2)HTS16 ADDITION: ROOF FRAMING PLAN SCALE: Y4"=1'-0" NO STRUCTURAL CHANGE IN HATCHED AREA, CONTACT EOR IF OTHER CONDITIONS EXIST. FOUNDATION LEGEND - - - - DESIGNATES FOOTING LINE DESIGNATES SLAB RECESS GENERAL FOUNDATION NOTES 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. SEE ARCH FOR DIMENSIONS 2. FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES 3. SOIL AND FILL COMPACTION SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES WALL FRAMING LEGEND N DESIGNATES SHEAR WALL. THE DASHED LINE SW APPLYS TO INTERIOR SW'S AND DESIGNATES THE SIDE OF THE WALL THE SHEATHING IS TO BE APPLIED. FASTEN W/ 8d COMMON @ 3" O.C. EDGE, 6" O.C. FIELD, SEE DETAIL 1/S2.1 (2)2x6-1 /1 DESIGNATES HEADER SIZE, NUMBER OF PLIES, AND NUMBER OF JACK/KINGS REQUIRED EACH END OF HEADER DESIGNATES INTERIOR LOAD BEARING WALL DESIGNATES BEAM OR TRUSS DESIGNATES DTT2Z. SEE DETAIL 8/S2.0 FIELD ALTERATION DESIGNATES HTT5. SEE DETAIL 8/S2.0 WALL STUD SCHEDULE LOCATION PLATE HEIGHT STUD SIZE AND SPACING EXTERIOR 9'-1" MAX 2x4 OR 2x6 @ 16" O.C. EXTERIOR 10'-1" MAX 2x4 @ 12" O.C. OR 2x6 @ 16" O.C. INTERIOR 10'-0" MAX 2x4 OR 2x6 @ 16" O.C. INTERIOR 12'-0" MAX 2x4 @ 12" O.C. OR 2x6 @ 16" O.C. WALL STUD NOTES: 1. WALL STUDS SPECIFIED ON PLAN SUPERCEDE THIS TABLE 2. MIN STUD SIZE AND SPACING IS SHOWN. CONTRACTOR MAY INCREASE STUD SIZE TO MEET ARCHITECTURAL REQMTS 3. ALL STUDS AND POST SHALL BE SPF#2, UON 4. USE SYP#2 FOR TOP PLATES 5. USE SYP#2 PT FOR BOTTOM PLATES 6. FASTEN BOTTOM PLATES OF INTERIOR LOAD BEARING WALLS TO SLAB W/ 16d MASONRY CUT NAILS @ 16" O.C. SEE 4/S2.0 FOR TYPICAL AND SW SOLE PLATE ANCHORS GENERAL FRAMING NOTES 1. SEE DETAIL 3/S2.0 FOR TYPICAL WALL FRAMING ELEVATION 2. SEE SHEET SO.0 FOR SHEATHING SPECIFICATIONS 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADERS, STUD COLUMNS, ETC.) FASTEN PLIES PER DETAIL 5/S2.1 4. AT SHEAR WALLS, PROVIDE DIAPHRAGM ATTACHMENT PER DE AIL 2/S2.1 5. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE DETAIL 2A/S2.1 6. UNLESS OTHERWISE NOTED, PROVIDE STUD COLUMNS BELOW ALL MULTI -PLY BEAMS AND GIRDERS THAT MATCH BEAM/GIRDER PLIES. PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AND EQUAL SIZED STUD COLUMN ON FIRST LEVEL IF STUD COLUMN IS LOCATED ABOVE ROOF FRAMING LEGEND HTS16 DESIGNATES UPLIFT CONNECTOR ROOF FRAMING NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING SPECS SEE SHEET SO.0 2. EA TRUSS OR RAFTER MUST HAVE MIN (2)12d TOENAILS & (1)SIMPSON H2.5T, UON ON PLAN 3. WHEN USING (2)SIMPSON CLIPS ON 1Y2" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EA OTHER TO AVOID SPLITTING WOOD. IMPORTANT RENOVATION/ADDITION NOTES INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES. THE ACTUAL AS -BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. I d l C J, III 1. 4745 Sutton Park Ct., Ste. 204 Jacksonville, Florida 32224 Ph:242-0908 FL: CA # 8344 FOUNDATION, WALL AND ROOF FRAMING PLANS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR, REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. � LPA J0 NUMBER J KO S-19-00947 DRAWN/DESIGN/CH ECK HGD/ JMD/ LAP DATE 12/9/19 SQUARE FOOTAGE 70 SHEET S1.0 ASH EET 2 OF 4 i No. 53 --o STATE OF N 0R!pP. ��. �. N ONAL ��I��111111111 ���� Luis A. Pontioo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 6 ASSOCIATES PRIOR 70 MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. FOUNDATION, WALL AND ROOF FRAMING PLANS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR, REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. � LPA J0 NUMBER J KO S-19-00947 DRAWN/DESIGN/CH ECK HGD/ JMD/ LAP DATE 12/9/19 SQUARE FOOTAGE 70 SHEET S1.0 ASH EET 2 OF 4 ROOF SHEATHING, SEE TABLE 6/SO.0 SEE 7/S2.0 FOR TYPICAL ROOF - i� AND CEILING FASTENING � I I I EACH RAFTER TO TOP PLATE W/ H2.5T & (2)12d TOP PLATE TO WALL STUDS W/ H2.5T @ 32 OC. FLATWISE 2x4 BLOCKING ONLY READ @ SHEAR WALLS AND WALLS W/ BRITTLE FINISH (TYP) WALL STUDS TO SOLE PLATE W/ H2.5T @ 32" OC. SEE PLAN FOR ADDITIONAL ANCHORAGE SEE S1.0 -� SLAB ON I r I GRADE SEE PLAN I I I I 1 -STORY EXTERIOR WALL FULL HEIGHT WALL SHEATHING, SEE TABLE 5/SO.0 NO FES: 1. USE SPF#2 OR BETTER FOR ALL WALL STUDS. SEE PLAN FOR STUD SIZE AND SPACING REQUIREMENTS 2, USE SYP#2 FOR ALL HEADERS, BEAMS, RAFTERS, AND JOISTS 3. USE SYP#2 FOR ALL TOP PLATES AND BOTTOM PLATES. USE SYP#2 PT FOR BOTTOM PLATES THAT BEAR ON CONCRETE SLAB 4. ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF OR FLOOR BEARING ELEVATION. PLEASE PLAN FOR STUD SIZ EAND SPAINCING. UON 5. FASTEN INTERIOR BEARING WALL BOTTOM PLATES TO SLAB W/ 10d MASONRY CUT NAILS @ 48" O.C. ADDITIONAL ANCHORS READ @ SHEAR WALLS, SEE PLAN TYPICAL WALL SECTIONS SCALE: 3/4" TABLE 12: SOLE PLATE ANCHOR SCHEDULE TABLE 11: WINDOW SILL SCHEDULE_ AND HEADER FASTENING SCHEDULE ROUGH OPENING TYPICAL SPF#2 SILL PLATES SILL PLATE TO JACK STUD CONNECTION EE I HEADER TO CONNECTION KING EE LESS THAN 4'-4" MIN (1) 2x4 (4) 10d TOE -NAILS (5) 10d TOE -NAILS 4'-5" TO 6'-4" MIN (2) 2x4 (5) 10d TOE -NAILS (7) 10d TOE -NAILS 6'-5" TO 8'-4" MIN (3) 2x4 (1) A34 (7) 10d TOE -NAILS 8'-5" TO 12'-0" MIN (3) 2x6 (1) A,35 (9) 10d TOE --NAILS GREATER THAN 12'-0" SEE PLAN SEE PLAN SEE PLAN PLATE TO HEADER: LSTA18 @ 24" O.C. SEE 6/S2.0 FOR INSTALLATION ANCHOR TYPICAL SHEARWALL WASHER EMBEDMENT EDGE DISTANCE EDGE DISTANCE TYPE SPACING SPACING SIZE DEPTH 2x4 WALL 2x6 WALL 3/E3 0 TR 40 OC 16 O.C. 2"x2"0/8" 3Y2 13/4 2 Y4 Y"O TR 48" OC 24" O.C. 2"x2"xy$" 3Y2" 13/4 23/4" EDGE DISTANCE SEE TABLE ABOVE Y8" GAP EMBEDMENT DEP SEE TABLE AB( WASHER SZE, SEE TABLE ABOVE \_ANCHOR TYPE AND SPACING, SEE TABLE ABOVE SECTION VIEW NOTES: 1. ANCHORS REQD AT ALL EXT WALLS, PLATE BREAKS, AND KING STUDS SOLE PLATE ANCHOR ASSEMBLY AND SPACING SCALE: 3/4" 1'-0" UPLIFT CONNECTOR AND (2)12d TOENAILS EACH SIDE OF RAFTER SEE PLAN 2x- SPF#2 FULL DEPTH BLOCKING. ROOF RAFTERS PAIRED W/ CEILING JOIST PER PLAN. TRUSS TO PLATE: H2.5T & (2)12d PLATE TO HEADER: LSTA18 @ 24" O.C.1 SEE 6/S2.0 FOR INSTALL T HEADER PLACED A ON AT OUTSIDE FACE OF WALL WINDOW SILL PER TABLE 11/S2.0 2x4 WALL CONDITION 2x6 WALL CONDITION TRUSS TO PLATE: H2.5T & (2)12d PLATE TO HEADER: LSTA18 @ 2.4" OC, NOT REQUIRED AT GABLE ENDS OR OPENINGS LESS THAN 24" KING STUD TO TOP PLATE: LSTA18. NOT REQUIRED AT GABLE ENDS OR OPENINGS LESS THAN 48" CONVENTIONAL STRAPPING _ WHERE NOTED ON PLAN ARCHED TRANSOM OPTION: 2x- SPF#2 DIAGONAL BLOCKING FASTENED W/ (3)10d EE TYP. SHEATHING MAY EXTEND 2" PAST - BLOCKING. WINDOW ATTACHMENTS MUST ANCHOR INTO 2x_ MATERIAL. HEADER PLACED AT OUTSIDE FACE OF WALL WINDOW SILL PER TABLE 11/S2.0 SYP#2 PT BOTTOM PLATE TYPICAL SOLE PLATE BREAK NOTES: 1. TOP PLATE TO HEADER CONNECTION NOT REQUIRED FOR OPENINGS 24" OR LESS 2. KING STUD TO TOP PLATE NOT REQUIRED AT GABLE ENDS OR OPENINGS LESS THAN 48" OC 3. ALL HEADERS SHALL BE SYP#2 TYPICAL HEADER DETAIL SCALE: 3/4" 1'-0" �(8)10d LCEILING JOISTS PAIRED W/ ROOF RAFTERS PER PLAN. WALL NOTES: FRAMING 1. CONTRACTOR MAY SUBSTITUTE (1)H2.5T W/ SIMPSON (1)SDWC15600 SCREW PER MANUFACTURE INSTALLATION SPECIFICATIONS 2, SEE TABLE 6/SO.0 FOR ROOF SHEATHING SPECIFICATIONS ROOF TRUSS CONNECTION (4)1Od 2x4 BLOCKING @ EA BLOCK 24" O.C. FASTEN EE W/ (3)1Od WALL INTERSECTION CONDITIONS • FULL HEIGHT ANCHOR. SEE PLAN FULL HEIGHT ANCHOR. SEE PLAN CORNER CONDITIONS FULL HEIGHT ANCHOR STUD BELOW OVERLAP DOUBLE LOWER TOP TOP PLATES PLATE AT BREAK ORTHOGONAL VIEW OF CORNER NOTES: 1. DENOTES 10d @ 6" O.C. VERTICAL, UON 2. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE 3. DENOTES FULL HEIGHT ANCHOR, SEE PLAN 4. OVERLAP TOP PLATES AT CORNERS & INTERSECTIONS 5. SOLE PLATE ANCHOR NOT REQD WHEN BASE ANCHOR 1S INSTALLED TVDIIr' A I rt -)17)k IC'n C IIS i rrI A A AIA le - 2.0/^ 2.0 SCALE: Y4" = 1'-0" MIN (2) STUDS OR SCAB 36" STUD TO FULL HEIGHT STUD W/ (12) 10d 0 THREADED ROD 'OXIED MIN 4" OR Ox6 TITEN HD MIN (2) FULL EIGHT STUDS '8"0 THREADED OD EPDXIED MIN Y» 2 SIMPSON DTT2Z SIMPSON HTT5 NOTES: 1. SEE FIRST LEVEL FRAMING PLAN FOR ANCHOR LOCATIONS. 2. THE EMBEDMENT DEPTHS SHOWN ARE TYPICAL. GREATEN EMBEDMENT DEPTHS MAY BE REQUIRED BASE ANCHOR WHERE `.SHOWN ON PLAN (I.E. AT GARAGE RETURN`) SCALE: SEE TABLE 9/SO.0 FOR TYPICAL STUD TO BOTTOM PLATE CONNECTION TYPICAL TOP PLATE SPLICE: MIN 48" W/ MIN (16) 10d EVENLY SPACED 2 S2.0 WINDOW HEAD SEE _ TABLE 11/S2.0- FASTEN CRIPPLES EA END W/ (2) - 10d TOE-NAILS- (TYP) WINDOW SILL SEE TABLE 11/S2.0 1Y2" MIN 12 MAX SEE WALL SECTION 1/32 FOR TYPICAL CONVENTIONAL WALL STRAPPING TYPICAL WALL ELEVATIONS L- SCALE: %4- (4)1 4"• TABLE 13: HEADER STRAPPING SCHFnI ]IF KEYNOTE CONNECTOR A LSTA18 @ 32" O.C. (MIN 3 STRAPS PER HEADER) B LSTA18 KING STUD TO TOP PLATE C MSTA24 D FULL HEIGHT OR KING STUD BASE, ANCHOR SEE PLAN* (5)1Od TO LSTA18 WRAPPED FROM TOP PLATE HDR OVER TOP PLATE - (5)10d TO HEADER, HEADER SEE PLAN PLYWOOD BLOCK BEHIND WALL LSTA18, FASTEN TO SHEATHING HEADER W/ (6)10d 2x4 WALL SYP#2 DOUBLE TOP PLATE. FASTEN TOGETHER W/ (3) ROWS 10d @ 12" O.C. STAGGERED SEE TABLE 9/SO.0 FOR -TYPICAL TOP PLATE TO STUD CONNECTION SEE FRAMING PLANS FOR HEADER AND -JACK/KING STUD SPECIFICATIONS. SEE TABLE 11/S2.0 FOR FASTENING EE. FULL HEIGHT ANCHOR SEE PLAN FOR LOCATIONS SEE PLAN FOR WALL STUD SIZE AND SPACING TYPICAL SOLE PLATE ANCHOR. SEE 4/S2.0 ANCHOR REQD AT ALL EXTERIOR WALLS AND ADJACENT TO CORNERS, PLATE BREAKS, AND KING STUDS LSTA18 WRAPPED FROM(5)1Od TO HDR OVER TOP PLATE f - TOP PLATE (5)10 TO HEADER "i HEADER 2x6 BLOCKING + PLY SEE PLAN WOOD FLITCH BEHIND LSTA18, FASTEN EACH PLY WALL TO HEADER W/ (6)1Od SHEATHING 2x6 WALL LSTA INSTALLATION STUDS IF NOTED ON PLAN Associates, Inc. 4745 Sutton Park Ct., Ste. 204 Jacksonville, Florida 32224 Ph:242-0908 FL: CA # 8344 PONT -, No. 5 311 *_ ' STATE F O� ' 4 O R I OD F� ... • Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD AL'fERA'iION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR 10 MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. TYPICAL DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS, IF A DIMENSION IS UNCLEAR, REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. LPA JOB NUMBER JKOS-19-00947 )RAWN/DESIGN/CHECK HGD/ JMD/ LAP DATE 12/9/19 SQUARE FOOTAGE 70 SHEET S2.0 SHEET 3 OF 4 �-- I vuiISU anu Associates, Inc. 4745 Sutton Park Ct., Ste. 20 Jacksonville, Florida 32224 Ph:242-0908 F L: CA # 8344 PANT ,v No. 5 . ' STATE OF ��ORIOP 0NAL ENS'\`'°; ` J Luis A. Pontingo, PE FL PE#53311 REVISIONS DATE 1,/ FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. >�Uj z 2 m Q w 4< J m Uj O J U Cz w Z ::D (f) Qin CJ)J0 CT) DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS, IF A DIMENSION IS UNCLEAR, REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. LPA JOB NUMBER JKOS-19-00947 )RAWN/DESIGN/CH ECK HGD/ JMD/ LAP DATE 12/9/19 SQUARE FOOTAGE 70 SHEET S2.1 SHEET 4 OF 4 Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN f---: ,,/ 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#: i- •E. -.7',A 2C) 00( LTJ Revision to Issued Permit OR Corrections to Comments Date: .2'S `2 °2(-) Project Address: i q 6`t Scv,`Ia ii Ud t.41 Contractor/Contact Name: ,SLi'R' 1"iVot Contact Phone: 901-7/0 11 6 Email: -c LrnG,Z 691/ 0rj C6I ✓'i Description of Proposed Revision/Corrections: 1ny� L -o i (1 r c rtrn j f-/e( t" I S . 3print (1y1 affirm the revision/correction to comments is inclusive of the proposed changes. ( d ame) • Wil oposed revision/corrections add additional square footage to original submittal? C1 t No ❑ 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: i (Office Use Only) AL1'Approved I Denied 1 I Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments (-ailed 7 a )7` 'e- poly rem '�Gre- eel/. S A.,.-, 12 v e ' , E A, -41 L m c 'To 6 c.c., s-c, Tod vi 1-c fay , n y pe 1;v,,3 Department Review Required: Buildiri� Lin - 'Planning&Zoning eviewed By Tree Administrator Public Works Public Utilities ." 5' —D-C-) Public Safety Date Fire Services Updated 10/17/18 fffffff 5 � 2. REVISION ,''�,,,...-GEN. 70 ''--- BP# RFSc90-DOc/ _ No.533 1 =_ DATE . / 5- l 8 a , _ * ' * ,,k SIGNED 11"i y -0 . . . � •. ' ./k; ,-,0,<• ••• 40R0 . •••.0,• ••• 40Ri � .•��t., , � OFFICE COPY ,,, ,111111" "'' ,_ Luis A Pontigo PE C L rr[U20 ( SLAB ON FEB 0 5 z • GRADE FL PE NO 5'3311 f \ z X SEE PLAN '; 1 o lo 1 17/ ' N_ ALT FOOTING @ `N NoBLDRS DISCRETION N . #3 @ 48" 0.C. OR ROD CHAIRS 12 / / (2)#5 CONT /6MONOLITHIC FOOTING �S2 � . � 1 V . FEB 5 2020 f3uik'ing Department Cit of Atlantic: F,c,;r: ;--' PROJECT 1969 SEVILLA BLVD W. -I raLou Pontigo and L Associates , Inc . CLIENT KOSUT RESIDENCE & A 4745 Sutton Park Ct.,Suite 204 Jacksonville,Florida 32224 J°a NO. O J KOS-19-00947 SHT.NO. #824 SC:-090 C C K- 1f L:CA#8344 A#3579 DATE02.05.20 J