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1175 Seminole Rd RESA20-0003 Bathroom, Carport -`�';''� `�r RESIDENTIAL ADDITION PERMIT PERMIT NUMBER ; REXPIRES:ESA208/-16/2020 0003 �, CITY 800 OF AATLANTICTLSEMINOLEBEACH. RI FL C BEACH32233 ISSUED: 2/18/2020 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 ADDITION SINGLE ADDITION BATHROOM, 1175 SEMINOLE RD OR TWO FAMILY RESIDENTIAL $122000.00 CARPORT AND ENTRY ROOF ADDITION TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 171890 0000 SELVA MARINA UNIT 01 COMPANY: ADDRESS: CITY: i STATE: ZIP: JONSSON CONSTRUCTION, 9030 HECKSCHER DR JACKSONVILLE FL 32226 INC. OWNER: ADDRESS: CITY: STATE: ZIP: MCKIMM ROBERT III 1175 SEMINOLE RD 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. 1 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL 1 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: 2/18/2020 1 of 3 0 RESIDENTIAL ADDITION PERMIT PERMIT NUMBER j RESA20-0003 CITY OF ATLANTIC BEACH ISSUED: 2/is/2o2o 800 SEMINOLE ROAD '• ATLANTIC BEACH. FL 32233 EXPIRES: 8/16/2020 2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. 3 PUBLIC WORKS POST CONSTRUCTION TOPO SURVEY INFORMATIONAL Notes: If on-site storage is required,a post construction topographic survey documenting proper construction will be required. All water runoff must go to retention area and retention overflow must run to street. 4 PUBLIC WORKS POOL WELLPOINT INFORMATIONAL Notes: Pool Wellpoint(if used)must discharge into vegetated area 10 foot minimum from street or drainage feature(swale,structure or lagoon). 5 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. 6 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration,including sod,is required. 7 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. 8 PUBLIC WORKS TOPO SURVEY INFORMATIONAL Notes: Must provide a topographic(TOPO)survey with water retention for final C.O.Inspection. 9 PUBLIC WORKS FENCING REMOVED INFORMATIONAL Notes: All old fencing and debris must be removed from job site by Contractor. 10 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 $546.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $273.00 BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $13.04 STATE DCA SURCHARGE 455-0000-208-0600 0 $8.69 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 Issued Date:2/18/2020 2 of 3 RESIDENTIAL ADDITION PERMIT PERMIT NUMBER CITY OF ATLANTIC BEACH RESA20-0003 800 SEMINOLE ROAD ISSUED: 2/18/2020 ATLANTIC BEACH. FL 32233 EXPIRES: 8/16/2020 TOTAL:$1,090.73 Issued Date: 2/18/2020 3 of 3 /A,yr City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road �ES z v �� Atlantic Beach, Florida 32233-5445 C) 3 Phone(904)247-5826 • Fax(904)247-5845 I Jit qr E-mail: building-dept@coab.us Date routed: Z• City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM � l Property Address: 17 j M�NnLC= Departrat review required Ye1/ No in Applicant: OK) S S C NO C.0 Ns arming &Zoning Tree Administrator Project: (� ( ( ( Q� "' Public_Works D CPublic Utilities�� SPCC ti l i s0C) \ C A g_POUT Npo Publicafety , Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. *Denied. INot applicable (Circle one.) Comments: BUILDIN PLANNING &ZONING Reviewed by: Date: i 6^///a0 TREE ADMIN. Second Review: Kproved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: SPL 01\0 ' s e4 ©# i er l cc,it s PUBLIC UTILITIES P IPUBLIC SAFETY `�� 41P ,twed by: n1 Dater-//eit.102 D FIRE SERVICES Third Review: I /Approved as revised. ❑ enied. Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 ''t ;>f, Building Permit Application Updated 10/9/18 - alli City of Atlantic Beach Building Department OFFICE O P **ALL INFORMATION }lir 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY 16 p'' IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab.us 0j� Job Address: //7r s�llL!/,,'•r-2 /�/ Permit Number: I E, R7 r -b C'a 03 Legal Description s- y // -25 'Z9/= -'1i/cG /s&/II+CJIf/ 4../3/S//ftE# J7789©-d' Valuation of Work(Replacement Cost)$ /'Z2/Cr-,0 `'- Heated/Cooled SF 22'Y/ Non-Heated/Cooled Z 2 ' • Class of Work: ❑New Cdition DAlteration ❑Repair ❑Move ODemo DPool DWindow/Door • Use of existing/proposed structure(s): ❑Commercial DResidential • If an existing structure,is a fire sprinkler system installed?: DYes DNo • Will tree(s) be removed in association with proposed project? [Nes(must submit separate Tree Removal Permit ❑No Describe in detail the type of work to be performed: \ A ibQ-1 o;� c -C�f-I-_C�h �1 g-h CXR �\ b� lT( Cl� _ - Sur-v eL( -w•tli 6e_ '(-ol'Apc4 rl\ w 07( Per C Florida Product Approval# for multiple products use product approval form Property Owner Information �i _ Name 1Cit-j-71 V-Zil/ lie /Z.:-/�i//1/24 Address //73 5t"/L,,;.i,i. _/ City u//,, A./ State Zip 3 ZZ 3 3 Phone ?(,% '/7 /7/ E-Mail /"114c /f//,:i�.4/ ecre'l"o/1-4 .eOYH Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company TOr'5 &-7Jj" G lei ,L,r�tC; Qualifying Agent A, L� --5-:- .3,e/2---7 Address 9030 /i�l e'y /✓l•'- City $u'X State " Zip 3 2 ZZC Office Phone ''//-5/- 3 3 5',? Job Site Contac Number `l- State Certification/Registration# "/.3C L /1,5-G28" E-Mail /b/ 64455 W c /` ;Lt7) Architect Name&Phone# et--// ez,e7 /1e-s f., YOV, 3,y5=/9?"' Engineer's Name&Phone# Z € A 7`/�1u e y147,5'e -fe-(�s� i,ziic, 2.y -e.Uc Workers Compensation Insurer ✓ OR Exempt€+-1xpiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDOU1111U1� NOTICE OF COMMENCEMENT. (Signature of Owner or Agent) 'ign to ure of Contractor) Signed and sworn to(• a'�n '``- .)I•efore me this OS day of Si ned and sworn to(or a ed) •efore me this Z'/day of 3-04."'4 , goer) .7 14, 4I F„ , v k-. tW5 _?C)2*-----), • j�� I .1i (S,} a rre of NotaCg}RT MORENO4.,:p;:,''" ri ?°• "��= NotaryPublic-State of Florida " ,� filW ha •: , ,, MY COMMISSION#GG 353178 '"-.,-OFF-N°.•1 o Commission a GG 304875 -,• �'F OF c�°'' My Comm.Expires Jun 9,2023 '"y:'^P` EXPIRES:October 6,2023 PersonallyKnown OR 1 -rs$p1r'KrBAMd@d #u Notary Public Underwriters Bonded through National Notary Assn. /a Produced Identification 1 " "' "' . ' Type of Identification: 1=-1,0-4- ;'9k -L-s Type of Identification: - —0V3—<‘,'Z— 1 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): 3 < /c/ f Non-Habitable Space (ft2): . :A /00 2 LAND INFORMATION: Zoning District: K L Flood Zone: _X 1 Minimum FFE: —� lbobnth 0013A✓`0401 BUILDING INFORMATION: Construction Type: V 175 Occupancy Group: Sois,/ ��rrt f�/ Number of stories: J Max. Occupancy Load: Fire Sprinklers Required: CONDITIONS/COMMENTS: ti OFFICE COPY Revision Request/Correction to Comments **HIGHLIALL HIED I ON YS''�i1j'� HIGHLIGHTED IN Cityof Atlantic Beach BuildingDepartment GRAY IS REQUIRED. gIf 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#:,94-54 2e.)-CZ)3 Revision to Issued Permit OR ❑ Corrections to Comments Date:2/ z/:,.> Project Address: /7/75- Contractor/Contact Name: £%rti j "jffie--7 Contact Phone: 99 53/ T5',5 Email: ///� �j112--75 ( ,4,1774erXe- is z- Description of Proposed Revision/Corrections: //" .4",4 - , .14/A--5 Z /c5 s7, 7'7 cel ..- %/ �.l— /jam affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? ❑No ❑ Yes (additional s.f.to be added: • Will proposed 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) ��,,,,�� IQ Approved Denied Not Applicable to Department Permit Fee i e$ 51 . 00 Revision/Plan Review Comments -rh-e Sex Of SCf CSF LneYSy G.S' 11-e-ed 4-0 Si5r4 e da,Ied hr ou-ii •-/a js,��-74' ' Depart ent Review Required: `;Building PT2nni g&Zoning viewed By Tree Administrator Public Works Public Utilities 2_ i /ql / 22o Public Safety Date Fire Services Updated 10/17/18 • ,,f CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 'v OFFICE COPS (904) 247-5800 BUILDING REVIEW COMMENTS Date: 2/6/2020 Permit#: RESA20-0003 Site Address: 1175 SEMINOLE RD Review Status: Denied RE#: 171890 0000 Applicant:JONSSON CONSTRUCTION, INC. Property Owner: MCKIMM ROBERT III Email: INFO@JONSSONCONSTRUCTION.COM Email: RMCKIMM@AEROTEK.COM Phone: 9045910599 Phone: 9042107549 9044771710 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. Signatures and date needed on both copies of the energy forms by OWNER/AGENT. . Manufacturer's installation instructions and Evaluation report is needed for the metal roof to be installed. 2 copies of each please. I(There are no receptacles drawn in on the new kitchen island on the design page. At least 1 is required with particular requirements for its location on the island per E3901.4.5 Receptacle and outlet location; Exception. This will be checked at the electric rough. 7. OcThe F.F.E. of the new front porch entry and the carport on the site plan show their elevation being higher do than the Existing FFE of the home. Please verify that this will be the case or correct the proposed FFE of those 2 new slabs on the site plan. fl 2/IY /202o 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 Sen Rev) et.. VIA I? kr•4 ?/6/2e, Resubmittal Notes: NOTICE OF COMMENCEMENT OFFI A: COPY ee. IQao ~c 003 State of Florida Tax Folio No. 171890-0000 County of Duval 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: — 23-4 16-2S-29E SELVIA MARINA UNIT 1 LOT 3 BLK 1 Address of property being improved: 1175 SEMINOLE RD,ATLANTIC BEACH,FL 32233 _ General description of improvements: ENTRY, CARPORT, MASTER BATHROOM RENOVATIONS AAA Ai-Von n Owner: ROBERT MCKIMM,Ill Address: 1175 SENINOLE RD,ATLANTIC BEACH,FL 32233 Owner's interest in site of the improvement: FEE SIMPLE — Fee Simple Titleholder(if other than owner): — Name: — Contractor: BO(CHRIS)JONSSON Address: 9030 HECKSCHER DR,JACKSONVILLE,FL 32226 Telephone No.: (904)591-0599 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: N o n N Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a differen ig z o PI c specified): z "I, z 0 2 L.7 F c THIS SPACE FOR RECORDER'S USE ONLY OWNER = W Z Doc#2020018422,OR BK 19080 Page 376, 1. o p T.o Number Pages:1 Signed: Date: I a3 t Recorded 01/24/2020 09:02 AM, Before me this )3 day of 414-/,942°in the County of Duval tats • RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL Of Florida,has personally appeared V 1\ ^ ' ! �. o, o v'• COUNTY ors 4- 0 Notary Public at Large,Stat of Florida,C• p uval. �� : RECORDING $10.00 0G�rc,/Zo?3 / (° i c My commission expires: Personally Known: _` ?` _ Produced Identification: f-u-,C.,7)+' OFFICE COPY "I' PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA (*REQUIRED) 7 *Project Address: 17 ) 1y �p'N \ i 0_, Permit#: EeS4 90 -06703 _ I *Owner/Project Name: �1C �� }11'11 �k�-tc c.1 , �iC`�vC 1,Act*,- 411 OC1m J-TC+C,�'t Ic�✓7 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 ~ -Y,Vei%v. ,q YZZY. 2. Sliding 3. Sectional 4. Garage Roll-Up 5.Automatic 6. Other B. WINDOWS 1. Singh. hung ,, r--)b+1 n,-/ . /2`.(��i . 2. Horizontal slider �-- 3. Casement t J Act 1 X11 l j, .1q 4. Double hung 5. Fixed L /1 `, 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 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 ✓ - /O/2`L / 4Z/ 2. Underlayments 3. Roofing fasteners 4. Nonstructural metal roof A77. ��.u�>% ‘ �'G 7 s 7 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 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 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): ))C ,u\1tjbt`1, *Contractor Signature: *Company Name: JUVNjI-DIjf- C CAVDAfit;+ n . *Mailing Address: RTho \--\e__e k5 C V\Q c -70c . *City: -JasuAv ,; \\ _ *State: p_ *Zip Code: ,5 L 12 *Telephone Number: 9 UL\- 05-(1 -I *E-mail Address: 1 ({v C e_C_VrSA LiCA i n Cell Phone Number: l Q - 1 \ ' (--Y--;--\ Fax Number: Page 4 of 4 Updated 10/17/18 r ut�T t.C.0 ( °( .1 WJ id _4.40t MIAMI-DOE OFFICE COPY COUNTY MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www•miamidade.Eov/economv Streamline Roofing& Construction Inc. 3654 West Orange Avenue Tallahassee,FL.32310 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Snap Clad 24 ga. (min.) x 16" and 18" Wide Steel Panel over Wood Deck LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 5. The submitted documentation was reviewed by Freddy Semino 101 NOA No.: 17-0620.13 MIAMFDADE COUNTY Expiration Date: 7/20/22 APPROVED Approval Date:7/20/17 Page 1 of 5 • • a e(}.. Ln �T. �f i' 4,4 i,a'; :i •. e `.', t : • . - =JS_ • } .. • .it . • .2 a..._-r.. Yi • 4f ;Er!(i.:' • 1' 2.. •f .4 _•. F _I J i • t . '4 R. 2 . :f: • .,fit' f ' • { ��{'S ... 1 •/5 `1i'' .,) ��_ tet' IS4:`E�? :::�'{! Fy — t 1 11' •'�R F 1 t.r. y`, ROOFING SYSTEM APPROVAL: OFFICE COPY Category: Roofing Sub-Category: Metal,Panels(Non-Structural) Material: Steel Deck Type: Wood Maximum Design Pressure -144.25 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specifications Description Snap-Clad 24 ga. x Length: various TAS 110 Corrosion resistant preformed standing seam, 18"Wide Steel Panel Height: 1 3/4" coated,pre-finished steel panels. Width: 16"& 18" Thickness 0.0276" Min. Yield Strength: 58 ksi Individual Clip Length: 3.5" TAS 110 20 ga. galvanized steel clip with 2 holes, or Height: 1.875" 20 ga. stainless steel clip with 2 holes. Width: 1.982" Thickness 20 ga Continuous Clip Length: 14.75" TAS 110 20 ga. galvanized steel clips with 8 holes,or Height: 1.875" 20 ga. stainless steel clip with 8 holes. Width: 1.982" Thickness 20 ga. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Valspar 433X515 ASTM B 117 11/21/11 Valspar 433B173 ASTM D 4587,ASTM G 23 11/21/11 Architectural Testing 73784.01-109-18 TAS-100 08/10/07 B5219.02-450-18-r1 TAS-125 10/13/16 NOA No.: 17-0620.13 MIAMI I COUNTY APPROVED Expiration Date: 7/20/22 Approval Date:7/20/17 Page 2 of 5 ,.�` 1`Fc;1, C4 '..t • .. .. 1;4, • 1- a ji• • Y.' t.. . s • i • • • • • aj APPROVED ASSEMBLIES: OFFICE COPY System A: Snap-Clad 24 ga. x 16"or 18"Wide Steel Panel Deck Type: Wood,Non-insulated Deck Description: New Construction 19/32"or greater plywood or wood plank,or for re-roofing 15/32"or greater plywood. Slope Range: 2": 12"or greater Maximum Uplift See Table A Below Pressure: Deck Attachment: In accordance with applicable Building Code, but in no case shall it be less than 8d ring shank nails spaced 6" o.c. In reroofing, where the deck is less than 19/32" thick (Minimum 15/32")The above attachment method must be in addition to existing attachment. Underlayment: Minimum Underlayment shall be an ASTM D 226 Type II installed with a minimum 4" side- lap and 6"end-laps. Underlayment shall be fastened with corrosion resistant tin-caps and 12 gauge 1 1/4"annular ring-shank nails, spaced 6"o.c. at all laps and two staggered rows 12" o.c. in the field of the roll. Or,any approved Underlayment having a current NOA. Fire Barrier: Any approved fire barrier having a current NOA. Refer to a current fire directory listing for fire ratings of this roofing system assembly as well as the location of the fire barrier within the assembly. See Limitation# 1. Valleys: Valley construction shall be in compliance with Roofing Application Standard RAS 133 and with the current published installation instructions and details in PAC Contractors Association's Roofing Installation Manual. Metal Panels and Install the " Snap-Clad 24 ga. x 18" Wide Steel Panel "panels including flashing Accessories: penetrations,valleys, end laps and accessories in compliance PAC Contractors Association's current,published installation instructions and in compliance with the minimum requirements detailed in Roofing Application Standard RAS 133. Panels shall be installed along the rib with SNAP CLAD Clips secured with#10 x 1-1/2" fasteners(2 per clip for individual clip; 8 per clip for continuous clip);the screws shall be of sufficient length to penetrate through the sheathing a minimum of 3/16".The female rib of panel is snapped over the male rib of panel. Panel clips shall be spaced a maximum distance listed below in Table A. TABLE A MAXIMUM DESIGN PRESSURES Roof Areas Field Perimeter and Corner' Perimeter and Corner' Maximum Design Pressures -95.50 psf. -116.0 psf. -144.25 psf Clip Type Individual Individual Continuous Maximum Clip Spacing 24"o.c. 6" o.c. Continuous 1.Extrapolation shall not be allowed ern• AT.. . 1'7 A1n 11 c � .. .4. ;4 .j • • `.T' ....., r. .. , t. :r� [ R; 1. _. AYR;_r 5 l7 i; • Pi • { • - LIMITATIONS offICE COPY 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. The maximum designed pressure listed herein shall be applicable to all roof pressure zones(i.e. field,perimeters, and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners and corners). 3. Panels may be rolls formed in continuous lengths from eave to ridge. Maximum lengths shall be as described in Roofing Application Standard RAS 133. 4. All panels shall be permanently labeled with the manufacturer's name and/or logo, city, state, and the following statement: "Miami-Dade County Product Control Approved" or with the Miami-Dade County Product Control Seal as seen below. All clips shall be permanently labeled with the manufacturer's name and/or logo, and/or model. MIAMI•DiADE COUNTY APPROVED 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. 6. Panels may be shop or jobsite roll formed with machine model #SSP6250298 and SSP5760696 from PAC Contractors Association. NOA No.: 17-0620.13 MIAMI.DADE COUNTY Expiration Date: 7/20/22 APPROVED Approval Date:7/20/17 Page 4 of 5 • •�F 3.1 t .tt • . L �� ✓Tr"x .51 i _, -;r:s1t YJ;ti ! - .Ift S '.It ) i�zLf. .., ::[d- ::Ci '+' ! -.�!., ,�_ i' ^tt'fri • • • • • • A � , t:- f ` �� PROFILE DRAWINGS OFFICE C 16" or 18" 1-3/4" 1-5/8" v Lk._ IL • Optional factory Stiffening ribs and or field applied striations optional. sealant bead 1.875" \ ' 1.875\ -4;040 •111,1,. i;k4 114114.., 3.5" 1.982 111111114.75" ♦ ��,► • `41, 7,,,/1.9 2" INDIVIDUAL CLIP CONTINUOUS CLIP 1* riL:Lyr�;, City of Atlantic Beach APPLICATION NUMBER fl L �' Building Department (To be assigned by the Building Department.) if 800 Seminole Road :� Atlantic Beach, Florida 32233-5445 i 1 5(\2 U CCC) 3 \J -{47.:();119%- Phone (904)unde tcoab.us 247-5826 (904)247-5845 Date routed: ( Z7 /2. 0 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM cmQ_LD D Property Address: I I F-,mi f0C--,( .(.: p.artment review required Yes No Applicant: -SO IQ S0 (v C.0 cis ( .4-Planning &Zoning---) Tree Administrator Project: hD l ( to N.D " C Public Works j Public Utilit Dies �Pc7 t-t gOOAA C.A p_po ( £ C�� Zky 1-oa�Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed b' „, Date: I- -ZG i TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 ALL Revision Request/Correction to Comments **HIGHLI HIED I ON �'I''"'�' HIGHLIGHTED IN �`' 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#: R ESA Z c.Xo.� I ❑ Revision to Issued Permit OR Corrections to Comment Date: Z-&_., CD C Project Address: ( 1 7 S e. Min of e I c Contractor/Contact Name: CS S 0 (� C �_ C C Contact Phone: ---------7- 1 LCG ) / Email: Description of Proposed Revision/Corrections: \ fse' e 1 ---(4-\-t c(c---,\_\/ L 1- affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? ❑No ❑ Yes (additional s.f.to be added: ) • Will proposed 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 ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments Department Review Required: Building c Planning&Zoning Reviewed By Tree Administrator Public Works Public Utilities ( ^ I 45-----2"C--- Public Safety Date Fire Services Updated 10/17/18 41tor, TREE & VEGETATION AFFIDAVIT FOR INTERNAL OFFICE USE ONLY ='s r ' A City of Atlantic Beach PERMIT# tE`,A 20 -axZ _ ' >> •Community Development Department �, �V 800 Seminole Road Atlantic Beach,FL 32233 art1>�'' (P)904-247-5800 SITE INFORMATION ADDRESS `173 /l/I�� SUBDIVISION BLOCK LOT RE# SIDENTIAL ❑ COMMERCIAL ❑ OTHER APPLICANT INFORMATION NAME (�y�s �`' PHONE# ADDRESS d 3d C (.5-h 7 4," �CELL# i 5 / j/ 9 CITY �� STATE ZIP CODE EMAIL 77.,4@ jciim /.7 t&f'75.7/ , ❑ OWNER GAL 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. I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED IS CORRECT:Signature of Property Owner(s)or Authorized Agent 40 Com' ) 5502 7 /Z, 2C) I S GN�URE PLICANT PRINT OR TYPE NAME ATE SIGNATURE OF APPLICANT(2) PRINT OR TYPE NAME `� DATE Signed and sworn before me on this Ze day of�J CNLOZ0 by State of F County Qf 1I()V Q.- / LA1 \ Identification verified: Oath Sworn: ❑ Yes ❑ N v fir""+ . TONT GINDLESPERGER Notary Signature 1.1 MY COMMISSION#GG 353178 -'i-Z EXPIRES:October 6,2023 °:: °" Bonded rnruNotary public u , My Commission expires 04 TREE AND VEGETATION AFFIDAVIT 03.01.2018 rI -4. S, City of Atlantic Beach «.. APPLICATION NUMBER � Building Department � ��V (To be assigned by the Building Department.) 800 Seminole Road r1 Atlantic Beach, Florida 32233-5445 �� (�� Z U 00 3Phone(904)247-5826 • Fax(904) -5845 {{ f \-...::\-...::.,11,11 0- E-mail: building-dept@coab.us Date routed: / Z Z7 / z City web-site: http://www.coab.us f APPLICATION REVIEW AND TRACKING FORM Property Address: I l 7 , j F,tt Ont_(= .40 De.partmpnt review required Yes No Applicant: -S 6 N S S Q C.Q NDS ( ming &Zoning-) Tree AdministratoF Project: l` ID ( ( I Oik__D " ( Public Works" _ �- _ D pCPublic Utilitsie P,7 K g°0 AA) C A e-POL EN-DT- Izty N4o Pu�Cic�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 Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: (Approved. enied. ❑Not applicable (Circle one.) Comments:�.rp, BUILDING i ( S ADD ` Je, s - C PLANNING &ZONING Reviewed b : .,..4, _ ,,d ;, Date: /-" :-,ZQ TREE ADMIN. Second Review: Approved as revised. ❑Denied. ['Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed byt,,��y��'� Date:li 020. FIRE SERVICES Third Review: ❑Approved as revised. [Denied. (Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 !► \' 1 i.Nt.„ \ 1 ' ...tk ft..... %,, 41U /<\4 ' " . r NI J JJ N `Vv )J 44 1J )J ��1 J�I N% 4s l '4 1) C14 X11 N ' r 1 r . 1t,"-4 -. ts.,.. ', i ,cooLz‘ 14 I4 t& -... -. :, , I 41%, 44 .se,-7 .'":::„. ,.... a ft N 1, C. .1 31 ,Ir ' . J � )J J J >> , , ‘,.., I 6 , . cl ) cl 1 IV \ .? r:_, 4,6%4 .1.1? "r'' C , ) 1.) `/ - '% sL 1,., cz, A ' 1 ' t 1 \ ; , - .... \-7 s' ‹tit .1,A., -k -1 _ .j C r * Comp. By: SW Date: 1/28/2020 Jj yr 4471-01119, Public Works Department City of Atlantic Beach Permit No: RESA 20-0003 Address: 1175 Seminole Road Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that stormwater runoff from impervious areas be stored onsite. Volume to be retained is as follows: V=CAR/12 which is the Modified Rational Method for estimating stormwater runoff Where: V=Volume of Runoff to be stored (cubic feet) C = Runoff Coefficient, 0.92, the difference between impervious area (C=1.0) and undeveloped conditions(C=0.08). A= Impervious Area (square feet) R=25-yr/24-hr rainfall depth (9.3 inches for Atlantic Beach) Onsite Storage Volume Required for Impervious Area: Lot Area = 11,519 ft2 Impervious Area (A) = 624 ft2 = 5.4% V= 0.92 x 624.0 x 9.3 / 12 V= 445 ft3 Provided Storage: Area 1 -Relative Elev. Area Storage Sideslope: 2 :1 (ft) (ft2) (ft3) 0.0 289 163 BOTTOM size: 17 X 17 0.5 361 TOB size: 19 X 19 Area 2-Relative Elev. Area Storage (ft) (ft2) (ft3) 0.0 00 BOTTOM size: 0 X 0 0.0 0 TOB size: 0 X 0 Area 3-Relative Elev. Area Storage (ft) (ft2) (ft3) 00 BOTTOM size: 0 X 0 0 TOB size: 0 X 0 Inground Storage: =A*d/pf Total Storage Area at TOB(A)= 361.0 ft2 Depth to ESHWT from BOTTOM (d)= 2.0 ft, default is 2.0 ft, verify onsite ESHWT Pore Factor(pf)= 0.4 default is 0.4 Inground Storage Provided = 288.8 ft3 Required Treatment Volume= 445 ft3 Supplied Treatment Volume= 451 ft3 Retention W.R.Copy for Sending-Revised 04-16-19-Copy 1/28/2020 ,;-;i7-'1.7i,,-.), City of Atlantic Beach APPLICATION NUMBER ` , Building Department (To be assigned by the Building Department.) p 800 Seminole Road `' ri \Atlantic Beach, Florida 32233-5445 _s(-Z U 0003 Phone(904)247-5826 • Fax(904)247-5845 ,/2,,I,19:- E-mail: building-dept@coab.us Date routed: l z City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM c-� Property Address: i l 7 j , ) E-_,mi(On(_(-2 QD Department review required Yes No ildi� nq__,_�) Applicant: -- Applicant: N0.O {�-S ( , Planning &Zoning--) Tree AdminiT sIraTor Project: l`— D t T( l of - C Public Work (, • (� Public Utilities t )F�7 t-(C ooM.J C A�PO� £ C��T2ki N4.1.°1-'---P1511 oP- lic afety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. ❑Denied. Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: 1 Z f- ZO TREE ADMIN. Second Review: ❑Approved as revi 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 4. •FORMS OFFICE COPY FLORIDA BUILDING CODE, ENERGY CONSERVATION a Residential Building Thermal Envelope Approach FORM R402-2014 Climate Zone 0 I Scope:Compliance with Section 8402.1.1 of the Florida Building Code,Energy Conservation,shall be demonstrated by the use of Form R402 I for single-and multiple-family residences of three stories or less in height,additions to existing residential buildings,alterations,renovations, i and building systems in existing buildings,as applicable.To comply,a building must meet or exceed all of the energy efficiency requirements i on Table R402A and all applicable mandatory requirements summarized in Table R402B of this form.If a building does not comply with this method,or by the UA Alternative method,it may still comply under Section R405 of the Florida Building Code,Energy Conservation. PROJECT NAME: )J < /} N ttly BUILDER: T ltSSts/� CQ11 `�,� r,� _. AND ADDRESS: •"rc�'/hl1�I /Tu�t"t"� (� Irl f._, I OWNER: I II �yAri'l PERMITTING OFFICE: Cr'4 6'P (1 C-1e Qi e \i 223 JURISDICTION NUMBER: 6/too 1 m V1/Yl K-eStaY C€ PERMIT NUMBER: General Instructions: ' 1.Fill in all the applicable spaces of the"To Be Installed"column on Table R402A with the information requested.All"To Be installed"values must be ' equal to or more efficient than the required levels. 2.Complete page 1 based on the"To 8e Installed"column information. I 3.Read the requirements of Table R4028 and check each box to Indicate your intent to comply with all applicable items. I 4.Read,sign and date the"Prepared By"certification statement at the bottom of page 1.The owner or owner's agent must also sign and date the form. ' 1. New construction,addition,or existing buIlding 1. 10dtsf-6711 �.____ 2. Single-family detached or multiple-family attached 2. 3. if multiple-family,number of units covered by this submission 3. , 4. Is this a worst case?(yes so) 4. _ _ 5. Conditioned floor area(sq.ft.) 5. f! _ 1 6. Windows,type and area ,/0 a) ll•factor. Sa. •`� ' b) Solar Heat Gain Coefficient(St-IGC) 6b. '2 _ c) Area 6c. 4i 1...5 7. Skylights ' a) (Ltactor: 7a. b) Solar Heat Gain Coefficient(SHGC) 7b. 8. Floor type,area or perimeter,and insulation: /�//1 I a) Slab-on-grade(R-value) Iia. I t Op�J`-' b) Wood,raised(R-value) 8b. c) Wood,common(R-value) 8c. I d) Concrete,raised(H-value) ad. I e) Concrete,common(R-value) 8e. 9. Wall type and insulation: p ,,77 i a) Exterior. 1. Wood frame(Insulation R-value) 9a1. I`�vI 2. Masonry(Insulation R-value) 9a2. i b) Adjacent: 1. Wood frame(Insulation R-value) 9b1. 2. Masonry(Insulation R-value) 9b2. I 10. Ceiling type and insulation ' I a) Attic(Insulation R-value) 10a. ��/38v I b) Single assembly(Insulation R-value) 10b. 11. Air distribution system: S1 41 p L F 1 a) Duct location,insulationlii 1 to 1 b) AHU location d...c1 �„ *5 y5 - 11b. I c) Total duct leakage.Test report attached. 11c. chni100 s.f. Yes 0 Mo 12. Cooling system: a)type 12e. /�. 1 b)efficiency 12b. I ��t 13. Heating system: a)type 13a. I b)efficiency: 13b. �� J 14. HVAC sizing calculation:attached 14. r;� ,^ Yes 0- Ca15. Water healing system: a)type 15a_ ts•-t�•1y b)efficiency 15b. J I hereby certify ih a pia'ands 'ications ered by this form are Review of plans and specifications covered by this form indicate I in compliance wi • g F.„- ,fr , Con compliance with the Florida Building Code,Energy Conservation.Before PREPARED BY to 0 2( construction is complete,this building will be inspected for compliance in I hereby certify that WI!. " p,j5r17. w -with the Florida Building accordance with Section. • '• - Code,Energy Co •✓ CODE • IAL: OWNER/AGENT:Air /�/W��/ Date: jI/4--t...-' Date:.. • ) I I i" FLORIDA BUILDING • 1 --ENERGY CONSERVATION,5th EDITION(2014) R-C.3 FORMS I TABLE R402A I BUILDING COMPONENT PRESCRIPTIVE REQUIREMENTS' INSTALLED VALUES I Climate Zone 1 Climate Zone 2 Windows: U-Factor=0.652 U-Factor=0.40' U-Factor= .25 SHGC=0.25 SHGC= I SHGC Skylights U-factor=0.76 !-factor 0.65 0-factor=• I SHGC=0.30 SHGC=0.30 SHGC= I Doors:Exterior door U-factor=0.65' U-factor=0.40' U-factor= 1 Floors: Slab-on-Grade NR NR I Over unconditioned spaces' R-13 11.13 R-Value=10 I Wails':Ext.and Adj. Frame 11-13 R-13 R-Value= 1'3 I Mass Insulation on wall interior. R-4 R-6 R-Value-- I Insulation on wall exterior R-3 11-4 A-Value= I Ceilings': R=30 R=38 R-Value= 30 I Air infiltration: Blower door test is required on the building envelope to verify leakage 5 5 ACH; Total leakage=ACH �);5e 4C test report provided to code official.I Test report Aid? e Yes❑ No Q9. 5��_,�J 1 Air distribution system': ( 1 1r�It`• Air handling unit Not allowed in attic Location: )C()r'7?el I Duct R-value R-value>_R-8(supply in attics)or 2 R-6(all other duct locations)- R-Value=P J I Air leakage': �P I Duct test Postconstruction lost: Total leakage<4 cfm/100 s.f. Total leakage= cfrn/100,k Rough-in test Total leakage 5 3 dm/100 s.f. Test report Attached? Yes 0 No I Ducts in conditioned space Test not required if all ducts and AHU are in conditioned space Location: I Air conditioning system: Minimum federal standard required by NAECA'. Central system 5 85,000 Bach SEER 13.0 / I Room unit or PTAC EER(from Table C403.2.3(3)) EER=SEER= �xC31 {7 I Other: See Tables C403.23(1)-(11) Heating system: Minimum federal standard required by NAECA' I Heat pump S$5,000 Bluth HSPF 7.7(before 1/1/15);HSPF 8.2(as of 1/1/15) HSPF= f: `� Gas furnace,non-weatherized AFUE 80% AFUE= ie ''r-r I Oil furnace.non-weatherized AFUE 83% AFUE= I Other. Water heating system(storage type): Minimum federal standard required by NAECA' I Electric' 40 gal:EF a 0.92 Gallons= 1 50 gal:EF=0.90 EF= �X? �� Gas fired' 40 gal:EF=0.59 Gallons= [` I 50 gal:EF=0.58 EF= Other(descrie): I I NR=No requirement (1)Each component present in the As Proposed home must meet or exceed each of the applicable performance criteria in order to comply with this code using I this method. I (2)For impact rated fenestration complying with Section R301.2.1.2 of the Florida Building Code,Residential or Section 1609.1.2 of the Florida Building Code, Building the maximum U-factor shall be 0.75 in Climate Zone 1 and 0.65 in Climate Zone 2.An area-weighted average of U-factor and SHGC shall be I accepted to meet the requirements,or up to 15 square feet of glazed fenestration area are exempted from the U-factor and SHGC requirement based on Sections R402,3.1,R402.3.2 and R402.3.3. I (3)One side-hinged opaque door assembly up to 24 square feet is exempted from this U-factor requirement. I (4)R-values are for insulation material only as applied in accordance with manufacturers' installation instructions. For mass walls, the "interior of wall- ' requirement must be met except if at least 50 percent of the insulation required for the"exterior of wall"is installed exterior of,or integral to,the wall. (5)Ducts&AF1U installed"substantially leak free"per Section R403.2.2.Test required by an energy rater certified in accordance with Section 553.99,Florida I Statutes,or as authorized by Florida Statutes.The total leakage test is not required for ducts and air handlers located entirely within the building thermal I envelope. (6)Minimum efficiencies are those set by the National Appliance Energy Conservation Act of 1987 for typical residential equipment and are subject to NAECA I rules and regulations. For other types of equipment, see Tables C403.2.3(1-11) of the Commercial Provisions of the Florida Building Code, Energy I Conservation. (7)For other electric storage volumes,min.EF=0.97-(0.00132*volume). 1 (8)For other natural gas storage volumes,min.EF=0-67-(0.0019*volume). a R-C.4- FLORIDA BUILDING CODE---ENERGY CONSERVATION,5th EDITION(2014) M FORMS TABLE R4028 MANDATORY REQUIREMENTS - I Component Section Summary of Requirement(s) Check Air leakage R402.4 To be caulked,gasketed,weatherstripped or otherwise sealed per Table 8402.4.1.1.Recessed fighting:IC-rated as having<2.0 chn tested to ASTu E 283. ' Windows and doors:0.3 clm/sq.ft(swinging doors:0.5 clrn/sf)when tested to NFRC 400 or AAMAJWDMA/CSA 101/ I.S.2/A440. Fireplaces:Tight-fitting flue dampers&outdoor combustion air. Programmable 8403.1.2 Where forced-air furnace is primary system,a programmable thermostat is required. thermostat Air distribution em R403.2.2 Ducts shalt be tested to Section 803 of the RESNET standards by an energy rater certified in accordance with 1 ' R40324 Section 553.99,Florida Statutes,or as authorized by Florida Statutes.Air handling units are not allowed in attics. Water heaters R403.4 Comply with efficiencies in Table C404.2.Hot water pipes insulated to>_R-3 to kitchen outlets,other cases. Circulating systems to have an automatic or accessible manual OFF switch.Heat trap required for vertical pipe risers. Swimming poets&spas R403.9 Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except 1170%of heat from site-recovered energy.Oft/timer switch required.Gas heaters minimum themtal efficiency is 82%.Heat pump pool heaters minimum COP is 4.0. Cooling/heating R403.6 Sizing calculation performed&attached.Special occasion cooing or heating capacity requires separate system or equipment variable capacity system. Lighting equipment 8404.1 At least 75%of permanentty installed lighting fixtures shad be high-efficacy tarps. FLORIDA BUILDING CODE—ENERGY CONSERVATION,5th EDITION(2014) R•C.5 r r OPTIONAL BENCH: 16"H X 14"D 20'-4" 14'-2" 6'-2" SAFETY GLASS NOT REQ. _ SILL LOCATED 60" ABOVE F 3'-3" 4'-1"T ......_- . 3'-10" { 3'-3" 38"W X 12"D STEP I O.S. SHOWER 6" © SG © _ --- WN - --- T op WALK-IN SHWR'' =- -M 0 lo FREE STANDING � _ TUB i SG WALL 4 • 21...1, d::. NW J ; NICHE CLG & WALL MT Is) w 7' ° 1— SHOWER " i< '' W NEW MSTR BATH 24"W TOWEL 'v) 7 li'.E 2 OPENING '` 54"-60"H WALL WI b . 8'-0' CLG WARMER ;n TEMPERED GLASS T �_ ° ABOVE (TYPICAL in 1 74"L VANITY i.: BOTH SIDES +e+ �H-1-1 viii A� L1NEN iv �-� )?ii-d` 4-"NCAB. --- c--- 4'-2" , O 406; CAS .. OPENI W/ I 26"W DR ON SIDE WALL, SLIDIN e HARDWARE 1 I i ,n -r17 S05° 7'33"W 84.06' 1T-4" - - 25' 2' rn EXISTING 6'H _ WOOD FENCEI� -T 'O _' EXISTING 6'H E:= 10n25 NEW POOL 'y WOOD FENCE ElPOOL DECK (VERIFY DIM & DESIGN SHED s = DR F AVERS BY OTHERS) yTO BE REMOVED 509 PERVIOUS AREA 'y' � _E '0 , ORNN � 20' BRL-CONSTRUCTION FENCE r-- - - ----- --- - - ---- --- AS REO. NEW MSTR BATH ADDITIONNArcxiExlmxc DRNNAOLj PATTERNS EXISTING BRICK 0 REAR WALL IS TO BE I ) CONC. SLAB REMOVED PRIOR TO CONSTRUCTION OF ) ® Pool EL ) TO BE REMOVED NEW ADDITION I EQUIP T0.8 ----- 1 EL NEW FENCE & SELF -LATCHING GATE NEW FENCE TO MEET POOL BARRIER. REO. cNME TG TO MEET POOL BARRIER REOOf: J i coI 1 FENC E REMOVED I I e-6" 1 6'-4' 1 FOR NEWW ADDITION � 1 ^) l EXISTING ) NEW CARPORT I >r'� 1 175 1 -STORY i ADDITION ( _ TFL 1z 1s FRAME/BRICK i Z 1 NAVD 66 1 co 1 J i 00 - N I 0 ,GUTTERS & DWNSPOUTS NEW CONC �o NOTE: SEE SURVEY 'EXIST. ;',]1 ' N FOR GRADE ELEV. & 1 OPEN NEW :COV. IGO ; L ADDITIONAL INFORMATION. I PATIO ENTRY ADDITION w N OUS I GUTTERS &GRAVEL DWNSPOUTS PARKING I % I NEW CONC. w 1 1 144 SF OF DR -NE 1 TO BE REMOVED � I EXISTING 1 DRIVE i I ! GRAVEL PARKING AREA: -__ 1 ' INSTALL W/ A LAYER '00 SYSTEM FOR PROPER L0 ' L- ----J ' • DRAINAGE; COMPACT o- - - - ------------ -----`------'----- BASE LAYER FOR 30' BRL FOUNDATION STRENGTH; ' v i INSTALL PERIMETER BORDER, AS REQ. _ FLOOD ZONE X1 I L 0 T #3 /�1JI j EXISTING 4F( H WOOD FENCE & GATE N 04048'28"E 110.05' PUBLIC W64ki-_( R = 542.15 {�JAPPROVED { } DENIED { NOT APPLICABLE TO DEPT AppilinvFD Il ✓ SEMINOLE ROAD SITE PLAN SCALE: 1"= 10' SITE PLAN INFORMATION OBTAINED FROM SURVEY DATED 12-17-19 0 C C C T C 0 C N •- .O O O O c v LU a c c C E e c cg N SO c •p 0 O p N N d O O N q U m c m a O m E m v .v O C (D l0 'Co O N n t (0 c c a a> 4) 00 M C .O� LL O.N:3 C E a W Mo G C C U fE v m p c m N a U m 'o E 0 Z E Z 0404 0 N Cl) D (A o M W Qp 3p J_ U U N _ Z = U Q a w w Q U m J a U _J z v � g � Q Q T 05 111 0 0 A H Z W 2 2C 1h LLI C N Ix V Q M a0 o D_ LLI LLI K 0 J 0 �xuj 0 LL F U. Q Z U z 6 «spm U 0 0: 1� Z o m�g 0 a 3 DJ z DATE: 01-16-2020 Z Q J d SHEET W Drawings to scale, only if printed from 24X36 PDF format. Al OF 7 GENERAL DESIGN INFORMATION BUILDING CODE RESIDENTIAL - 2017FBC WIND SPEED 130 CATEGORY 11 ZONING ARS -L MAX. ROOF HEIGHT +/- 14'-7" EXISTING (xm aN:cTm1 (MEASURED FROM GRADE, FIELD VERIFY) +/- 13'-i"ADDITION FINISHED FLOOR ELEVATION +/- 10"-16" ABOVE GRADE (DISTANCE ABOVE GRADE VARIES PER VARIES EXISTING GRADE ELEVATIONS) SEE STRUCTURAL ENGINEERING SHEETS (BY OTHERS) FOR: 1. EXPOSURE CATEGORY, WBDR CLASSIFICATION & PROTECTION REQUIREMENTS. 2. DESIGN PRESSURES; WINDOW & DOOR HEADERS; BEAM SPECIFICATIONS. 3. DETAILS, SPECIFICATIONS & FOUNDATION PLAN; ROOF, WALL, & FOUNDATION CONNECTIONS/ TIE DOWNS; NEW TO EXISTING CONNECTIONS, AS REQ. ADDITIONAL INFORMATION AS APPLICABLE TO PROJECT THERMAL ENVELOPE VOLUME CALCULATIONS: MECHANICAL VENTILATION: REFERENCE, FBC R303.4-8402.4.1.2 (ENERGY OONSERVATIM)-M1507.3 186 SF NEW CONDITIONED SPACE 1488 CU. FT. TOTAL VOLUME OF SPACE NOTE: PER 5TH EDITION OF THE FLORIDA BUILDING CODE, VOLUME CALCULATIONS ARE ONLY REQUIRED FOR CONDITIONED SPACE OF NEW HOME CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR SUBMITTING COMPLETED BLOWER TEST FORM. TESTING TO BE PERFORMED BY APPROVED THIRD PARTY. FOUNDATION SURVEY: A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTORS USE PRIOR TO FRAMING INSPECTION. TYPE OF CONSTRUCTION: V_B OCCUPANCY CLASS: R-3 CONSTRUCTION FENCE PROTECTION LEVEL OF ALTERATION: [FENCE SYMBOL FBC 2017 - EXISTING BUILDING - LEVEL II CONSTRUCTION FENCE TO BE STAKED AND LOCATED ®- AREAS OF NEW ADDITIONS/ IMPROVEMENTS, PRIOR TO ANY CONSTRUCTION, AS REQUIRED. SCOPE OF WORK: 1. NEW COVERED ENTRY, ATTACHED CARPORT, & REAR ADDITIONS. 2. NEW PAVERS/WALK .AREA 0 REAR YARD/ POOL AREA. 3. NEW POOL, BY OTHERS. POOL SAFETY BARRIER, TO BE ADDED, AS REQUIRED. 4. DRIVEWAY ADJUSTMENT: PART OF CONCRETE REMOVED; ANEW PERVIOUS GRAVEL PARKING AREA REPLACES THIS AREA. SITE DRAINAGE INFORMATION: [DIRECTION OF DRAINAGE (STATEMENTS BELOW TO BE APPLIED, AS IT PERTAINS, TO THE CURRENT CONSTRUCTION PROJECT/ SITUATION.) - 1. GUTTERS TO BE INSTALLED W/ DOWNSPOUTS. 2. DOWNSPOUTS TO DRAIN TO CONCRETE SPLASH BLOCK. 3. DOWNSPOUTS TIED INTO FLEX PIPING THAT RUNS TO POP -UPS THE ETHAT DISCHARGE INTO NT PROPERTY LATHE STREET TO RIGHT OF WAY. 4. MATCH EXISTING DRAINAGE PATTERN, FOR ADDITIONS TO EXISTING STRUCTURES, AS REQUIRED. _ 5. GRADE TO DRAIN AWAY FROM STRUCTURE TO EXISTING DRAINAGE EASEMENT AND/OR SWALE, AS APPLICABLE. SITE CALCULATIONS: LOT .SIZE 11,651 SF HOUSE (U.R. FOOTPRINT) COVERAGE 2883 SF 25,•6 EX. GONG. DRIVE COVERAGE (1246-144 SF 1102 SF 09% NEW CONC. DRIVE COVERAGE (37+17 SF) 54 SF 01% OPEN PATIO COVERAGE 926 SF O8% POOL -50% IMPERVIOUS COVERAGE 125 SF pi,•6 OTHER CONCRETE COVERAGE 25. SF 00%" TOTAL IMPERVIOUS COVERAGE 5115 SF 44% GRAVEL PARKING/DRI VE3ERMOUS COVERAGE 183 SF 01% POOL -50% PERVIOUS COVERAGE 125 SF 01% FILL .REMOVE/ADD INFORMATION: 1• UNENCLOSED ADDITIONS TO BE CONSTRUCTED ON MONOLITHIC SLAB FOUNDATION. ENCLOSED ADDITION SHALL BE CONSTRUCTED W/ STEMWALL & OFF GRADE SYSTEM. THESE FOUNDATIONS -SHALL IMPOSE MINIMAL CHANGE TO EXISTING GRADE ELEVATIONS. 2. ANY SOIL REMOVED WILL BE USED AS FILL UNDER NEW SLABS. SQUARE FOOTAGE CALCULATIONS: EXIST. CONDITIONED SPACE 2241 SF NEW CONDI110NED SPACE 186 SF TOTAL CONDITIONED SPACE 2427 SF -- EXIST. UNCONDITIONED SPACE 229 SF NEW UNENCLOSED SPACE, COV. ENTRY 103 SF TREE/ LANDSCAPE INFORMATION: NEW UNENCLOSED SPACE, CARPORT 124 SF 1. TREE REMOVAL IS NOT REQUIRED FOR NEW ADDITIONS. 2. MATCH EXISTING VARIETIES FOR BASE PLANTING. 3. IF TR SURIJ OR LANDSOAPE PLAN ARE ARE REQUIRED, THESE SHALL BE PROVIDED BY OTHERS. TOTAL EXISTING SPZRRF 2470 SF TOTAL NEW SPACE 2883 SF SHEET INDEX: POOL INFORMATION: Al SITE .PLAN-COAIS ELEVATIONS�ETAIL 1. NEW POOL DESIGN/ INSTALLATION, BY OTHERS. 2. CONT. SWIMMING BARRIER (0 REQ. 4FT HGT) SHALL BEA3 INSTALLED. EXTERIOR DOORS W/ DIRECT ACCESS TO POOL SHALL BE SELF-CLOSING, SELF -LATCHING. 3. SEESEE SWIM BARRI R INFORMATION ON SH T A7BARRI R INFORMATION ON SH T A7, FOR A2 EXISTING FLOOLAN A6 SECTIONS -DETAILS NEW FLOOR PLA7 ELECTRICAL PLAN A4 ELEVATIONS-DE ADDITIONAL POOL INFORMATION. 0 C C C T C 0 C N •- .O O O O c v LU a c c C E e c cg N SO c •p 0 O p N N d O O N q U m c m a O m E m v .v O C (D l0 'Co O N n t (0 c c a a> 4) 00 M C .O� LL O.N:3 C E a W Mo G C C U fE v m p c m N a U m 'o E 0 Z E Z 0404 0 N Cl) D (A o M W Qp 3p J_ U U N _ Z = U Q a w w Q U m J a U _J z v � g � Q Q T 05 111 0 0 A H Z W 2 2C 1h LLI C N Ix V Q M a0 o D_ LLI LLI K 0 J 0 �xuj 0 LL F U. Q Z U z 6 «spm U 0 0: 1� Z o m�g 0 a 3 DJ z DATE: 01-16-2020 Z Q J d SHEET W Drawings to scale, only if printed from 24X36 PDF format. Al OF 7 38"W X 12"D STEP co I OPTIONAL BENCH: 16"H X 14"D 20'-4„ 14'-2" 6'-2„ i 3'-3" 4'-1" 3,_10„ � I 6 SG 6" — ssaa. asp < WN WALK IN SH W' FREE STANDING o I 1 TUB li SGiALL NICHE NW '�� E 2 NEW MSIR BATH OPENING TOWEL 8'-0CLG WARMER 74"L VANITY 38°'W LINEN CAB. 4'-2" u 406 CAS OPENI W/ - I, 26"W DR ON SIDE WALL, SLIDIN -- _- HARDWARE I! I I ZTRS ,�►! R .. i'oy - 0" CLG cn I F- Y L-- I _ 00 N-8„ 3,-3„ I KITCHEN 8'-0" CLG I � h - i NEW ISLAND W1 KNEE SPACE (BY OTHERS) DWN 4" I Yz BATH O EP SAFETY GLASS NOT REQ. SILL LOCATED 60" ABOVE FFL O.S. SHOWER 54"-60"H WALL W/ TEMPERED GLASS ABOVE (TYPICAL mm BOTH SIDES iv 3LDROOV 2 8'-0" CLC HALL_ 8'-0" CLG NEW BUILT-IN CABINETS/ CTR (PER OWNER) 4'-10" 8'-6" DINING NEW 4'-0"H i ENCLOSURE A7 C ACCESS DWN �— _ 6 WALL MT T.V. 36" WX24 " D 36"WX24"D - - TALL CAB. TALL CAB. 60"W BASE CAB. I 0),3AT' 2�8'-0" CLG r ` k c 4 I\ AH 4'-2" SYMBOL TYPE WIDTH ROOM NAME FLOOR BASE N�-W CFPCE I NEW COV -PFD < NOTES MATL 8'-e" CLG ! i- r� N Y � MATERIAL FINISH HEIGHT NEW OFFICE WOOD DWN PAINT GWB PAINT INTERIOR 6" 26"D BUILT-IN DESKS W/ NEW BATH TILE WOOD O.H. CAB. OR SHELVES PAINT GWB PAINT 8'-0" ENTRY CONCRETE NOTES: VERIFY DOOR STYLES, W/ OWNER; PAINT AS REQ.; HARDWARE, PER OWNER. 42"W 42"W 10'--6" KNEE KNFE � W U) — SPACE: . _ � S AC_� — — ' F BEAM ABOVE - I DWN _ .. Z 6"' � o � W — — — — — — — j i R/A ' 8" COLUMN (TYPICAL) ® EGRESS --�_ I 2„ BEDROOM 3 � 8'-C)" CLG II'L CO ` BA ;'H 3 ° 8'-0" CSG _!y1h;C 8'-0" CLG II NEW FLOOR PLAN SCALE: 1/4" = 1' u 'liP Z 4X ' t�1 B'LAM ABOVE NNFW CARPORT S'--6" CLC GOLF CART B;TAV ABOVE 8'-4„ 7" COLUMN (TYPICAL) LOUVERED_PT WOOD SCREEN SCOPE OF WORK: I 1. NEW COVERED ENTRY: - FLAT CEILING; 8" COLUMNS; BEAMS 0 (4) SIDES. - TONGUE & GROOVE V -JOINT WOOD ® CEILING & HIGH SIDE WALLS. 2. W RPORT: - FLAT CEILING; 7" COLUMNS; LOUVERED SCREEN 0 SOUTH ELEVATION. ! 3. DINING: -- NEW BUILT --IN CABINETS: 18"D X 30"-36"H BASE CABINETS W/ 12"D UPPER SHELF OR CABINETS ABOVE. - CASED OPENING TO OFFICE TO BE FRAMED; MATCH EXISTING FINISHES. 4. KITCHEN: 1 - NEW KITCHEN ISLAND W/ KNEE SPACE FOR SEATING, BY OTHERS, 1 5. NEW OFFICE: I - NEW 26"D X 30"H, BUILT-IN DESKTOP ® WEST WALL W/ 12" SHELVES/ CABINETS ABOVE. 1 - NEW BUILT-IN CABINETS @ 'EAST WALL; (2) 36"W X 24"D TALL CABINETS W/ 60"W BASE CABINET IN CENTER & WALL MT T.V. (PER OWNER). 6. NEW MASTER BATH: i --- NEW 48"W CASED OPENING ENTRY TO BATH W/ 'BARN STYLE' DOORS. - NEW CLOSET W/ SEMI --CUSTOM ORGANIZATION SYSTEM; 741 VANITY; 36"W X 24"D LINEN CABINET; WARMING TOWEL BAR.} WALK-IN SHOWER (NO DOOR. 54"-60"H WALLS W/ TEMPERED GLASS ABOVE; WALL NICHE, PER PLAN; WALL & CEII ING MT SHOWER HEADS. 1 - 60" X 30" FREE STANDING T'JB. - EXTERIOR PATIO DOOR. 7. OTHER: - NEW WINDOW REPLACES PATIO DOORS IN BEDROOM 3. - HVAC & ELECTRIC PANEL TO BE VERIFIED & UPGRADED, AS REQ., BY OTHERS. - ALL REQUIRED BEAMS & POSTS SHALL BE VERIFIED PER ENGINEERING. - NEW WINDOWS & DOORS, PER PLAN & SCHEDULES. I - ALL FINISHES & STYLES TO BE VERIFIED, PER OWNER. I 8. ATT{ C ACCES - NEW ADDITIONS DO NOT SHOW ATTIC ACCESS, AS THEY DO NOT MEET THE FOLLOWING I REQUIREMENTS: PER FBC R807, STATES THAT ATTIC ACCESS OPENINGS REQUIRE VERTICAL HGT OF 30" OVER AN AREA OF NOT LESS THAN 30 SF IN ATTIC SPACE. ROOM FINISHES: SYMBOL TYPE WIDTH ROOM NAME FLOOR BASE WALLS CEILING 1 NOTES MATL FINISH MATL FINISH MATERIAL FINISH HEIGHT NEW OFFICE WOOD WOOD PAINT GWB PAINT INTERIOR 3 8'-0" REPAIRS/ PAINT, AS REQ. FOR AFFECTED AREAS NEW BATH TILE WOOD PAINT GWB PAINT GWB PAINT 8'-0" ENTRY CONCRETE NOTES: VERIFY DOOR STYLES, W/ OWNER; PAINT AS REQ.; HARDWARE, PER OWNER. 10'--6" CARPORT CONCRETE � W U) W m Cf) 8' -6 - NOTES: FLOORING & FINISHES, FOR ALL AFFECTED ROOMS, TO BE VERIFIED PER OWNER. PAINT TRIM & CROWN MLDG, AS REQUIRED. NOTES: - 1. SG INDICATES WHERE SAFETY GLAZING IS REQUIRED IN HAZARDOUS LOCATIONS PER FBC R308. 2. NF N6 INDICATES WHERE NEW FRAMING OR BLOCK IS REQUIRED IN AN EXISTING WALL. 3. NW INDICATES WHERE A NEW INTERIOR WALL IS TO BE CONSTRUCTED. MATCH EXISTING CONSTRUCTION & NEW/ EXISTING FINISHES. SEE ENGINEERING FOR DETAILS & SPECIFICATIONS, IF APPLICABLE. 4. CONTRACTOR SMALL VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION. NOTIFY ENGINEER (AND/OR RESIGNER, IF APPLICABLE) OF ANY DISCREPANCIES. ALL CONSTRUCTION TO COMPLY WITH (& BE VERIFIED PER) THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE. DOER SCHEDULE WINDOW SCHEDULE SYMBOL SIZE HEADER HGT TYPE NOTES: 0 3044 6'-10" SH 1. VERIFY ALL WINDOW STYLES Sc MANUFACTURER, W/ OWNER' OB 2640 6'-10" 3ASEMENT 2. VERIFY EXISTING LINTELS/ HEADERS, C� 2640 6'-10" FIXED 3. WINDOW SIZES LISTED ARE NOMINAL. 2618 6'-10° FIXED ACTUAL WINDOW SIZE SHALL BE VERIFIED PER MANUFACTURER AND GLAZING FINISH. 4. NEW FRAMING OR C.B., AS REQUIRED, WHEN REPLACING WINDOWS IN EXISTING OPENINGS. 5. SAFETY GLAZING REQ. WHEN GLAZING IS WITHIN 60", HORIZONTALLY ANI}/OR VERTICALLY, OF WET AREAS (i.e. SHOWERS, TUBS, ETC.) PER FBC I R308.4.5. 6, 8312 WINDOW FALL PROTECTIQN SYMBOL TYPE WIDTH HEIGHT MATERIAL FINISH THRESHOLD NOTES 1 PATIO DOOR 2'-,9" 6'-8" TEMP. GLASS/ FIBERGLASS PAINT ALUMINUM EXTERIOR 2 2 -PANEL PKT 2'-0" 6'-8" WOOD INTERIOR 3 PR 2 ---PANEL 4'-4" 6'-8" WOOD � DRS MOUNTED ON HIGH SIDE SLIDING HARDWARE NOTES: VERIFY DOOR STYLES, W/ OWNER; PAINT AS REQ.; HARDWARE, PER OWNER. Cu CD Q C C! Cu Q+ 4— RCA1 Q W D � C CCD � C Ca �0 -0-0 -C N � tl} � u C � Q Q Q � O O fn �Ui V CCD C R1 R3 .Q p � N N � W Co O L 4-0 C CCn �-- CtS N 0-0 M '0 CD M co 06 6i � W U) W m Cf) U _ Z � o � W ; WINDOWS HAVE BEEN DESIGNED 50 THAT THE OPENING 15 ®M!N. OF 24" (OR HIGHER) ABOVE FINISHED FLOOR. W� 1 I I DATE: U ) UIL � W U) W m Cf) U _ Z � o � W 01-02-20 Z E Q o k J REVISIONLL SHEET 13P#re �s 2�_�c�3 OFFICE COPY � DATE-_ ! / UZo W SIGNED M Z A3 Drawings to Scale, only if printed from 24X36 PDF format. OF EXISTING 6'H WOOD FENCE NEW MSTR BATH ADDITION EXISTING BRICK @ REAR WALL IS TO BE REMOVED PRIOR TO CONSTRUCTION OF NEW ADDITION NEW FENCE & SELF -LATCHING GATE TO MEET POOL BARRIER REQ. S05037'33"W 84.06' I -------_=--------------------------------- 30' BRL FL" --')D ZONE „x„ L 0 T ."'STING 4FT H I nnD FFNPF N0404892899 E 110.05' R = 542.15 SEMINOLE ROAD EXISTING 6'H WOOD FENCE SHED TO BE REMOVED CONSTRUCTION FENCE AS REQ. CONC. SLAB TO BE REMOVED NEW FENCE TO MEET POOL BARRIER RL --O. FENCE TO BE REMOVED FOR NEW ADDITION t I NEW CARPORT ADDITION I t t 2883 SF I00 EX. CONC. DRIVE COVERAGE (1246-144 SF i 00 09% NEW CONC. DRIVE COVERAGE (37+17 SF) 54 SF 01% NOTE: SEE SL RVEY 926 SF 08% FOR GRADE E. FV.V_j& un 01% ADDITIONAL IN GRMATION 25 SF 00% TOTAL IMPERVIOUS COVERAGE v 44% I N .a) -a O I W O t rn Q > 144 SE OF CONC, DRIVE 0 TO BE REMOVED t � ---� W U F_ z Q GRAVEL PARKING AREA: ---� o INSTALL W/ A LAYER F - Q W SYSTEM FOR PROPER � �a) DRAINAGE; COMDACT Q BASE LAYER ECR �-�o FOUNDATION STRENGTH; t v INSTALL PERIMETER 0 BORDER, AS REQ. - (n o I t ° o I t t I t SITE PLAN SCALE: 1" = 10' SITE PLAN INFORMATION OBTAINED FROM SURVEY DATED 12-17-19 GENERAL DESIGN INFORMATION BUILDING CODE#::: RESIDENTIAL - 2017 FBC WIND SPEED 130 CATEGORY II ZONING ARS -L MAX. ROOF HEIGHT +/- 14'-7" EXISTING (NOT AFFECTED) (MEASURED FROM GRADE, FIELD VERIFY) +/- 13'-1" ADDITION FINISHED FLOOR ELEVATION +/- 10"-16" ABOVE GRADE (DISTANCE ABOVE GRADE VARIES PER VARIES EXISTING GRADE ELEVATIONS) SEE STRUCTURAL ENGINEERING SHEETS (BY OTHERS) FOR: 1. EXPOSURE CATEGORY, WBDR CLASSIFICATION & PROTECTION REQUIREMENTS. 2. DESIGN PRESSURES; WINDOW & DOOR HEADERS; BEAM SPECIFICATIONS. 3. DETAILS, SPECIFICATIONS & FOUNDATION PLAN; ROOF, WALL, & FOUNDATION CONNECTIONS/ TIE DOWNS; NEW TO EXISTING CONNECTIONS, AS REQ.. TYPE OF CONSTRUCTION: OCCUPANCY CLASS: V -B R-3 LEVEL OF ALTERATION: FBC 2017 - EXISTING BUILDING - LEVEL II SCOPE OF WORK: 1. NEW COVERED ENTRY, ATTACHED CARPORT, & REAR ADDITIONS. 2. NEW PAVERS/WALK AREA @ REAR YARD/ POOL AREA. 3. NEW POOL, BY OTHERS. POOL SAFETY BARRIER, TO BE ADDED, AS REQUIRED. 4. DRIVEWAY ADJUSTMENT: PART OF CONCRETE REMOVED; A NEW PERVIOUS GRAVEL PARKING AREA REPLACES THIS AREA. SITE CALCULATIONS: LOT SIZE 11,651 SF HOUSE (U.R. FOOTPRINT) COVERAGE 2883 SF 25% EX. CONC. DRIVE COVERAGE (1246-144 SF 1102 SF 09% NEW CONC. DRIVE COVERAGE (37+17 SF) 54 SF 01% OPEN PATIO COVERAGE 926 SF 08% POOL -50% IMPERVIOUS COVERAGE 125 SF 01% OTHER CONCRETE COVERAGE 25 SF 00% TOTAL IMPERVIOUS COVERAGE 5115 SF 44% GRAVEL PARKING/DRIVE-PERVIOUS COVERAGE 183 SF 01% POOL -50% PERVIOUS COVERAGE 125 SF 01% SQUARE FOOTAGE CALCULATIONS: EXIST. CONDITIONED SPACE 2241 SF NEW CONDITIONED SPACE 186 SF TOTAL CONDITIONED SPACE 2427 SF 1 L EXIST. UNCONDITIONED SPACE 229 SF NEW UNENCLOSED SPACE, COV. ENTRY 103 SF L NEW UNENCLOSED SPACE, CARPORT 124 SF TOTAL EXISTING SPACE UNDER ROOF 2470 SF TOTAL NEW SPACE UNDER ROOF 2883 SF SHEET INDEX: Al SITE PLAN -COVER INFO A5 ELEVATION A2 EXISTING FLOOR PLAN -ROOF PLAN A6 SECTIONS_DETAILS I A3 NEW FLOOR PLAN -SCHEDULES A7 ELECTRICAL PLAN A4 ELEVATIONS -DETAILS COMMUNITY DEVELOPMENT APPROVED ADDITIONAL INFORMATION AS APPLICABLE TO PROJECT THERMAL ENVELOPE VOLUME CALCULATIONS: MECHANICAL VENTILATION: REFERENCE, FBC R303.4_R402.4.1.2 (ENERGY CONSERVATION)_M1507.3 186 SF NEW CONDITIONED SPACE 1488 CU. FT. TOTAL VOLUME OF SPACE NOTE: PER 5TH EDITION OF THE FLORIDA BUILDING CODE, VOLUME CALCULATIONS ARE ONLY REQUIRED FOR CONDITIONED SPACE OF NEW HOME CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR SUBMITTING COMPLETED BLO1 ER TEST FORM. TESTING TO BE PERFORMED BY APPgOVED THIRD PARTY. FOU DATION SURVEY: A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTORS USE PRIOR TO FRAMING INSPECTION. CONSTRUCTION FENCE PROTECTION [FENCE SYMBOL ] CONSTRUCTION FENCE TO BE STAKED AND LOCATED @ AREAS OF NEW ADDITIONS/ IMPROVEMENTS, PRIOR TO ANY CONSTRUCTION, AS REQUIRED. I SITE DRAINAGE INFORMATION: [DIRECTION OF DRAINAGE ---��- (STATEMENTS BELOW TO BE APPLIED, AS IT PERTAINS, TO THE CURRENT CONSTRUCTION PROJECT/ SITUATION.) 1. GUTTERS TO BE INSTALLED W/ DOWNSPOUTS. 2. DOWNSPOUTS TO DRAIN TO CONCRETE SPLASH BLOCK. 3•`` 80WNSPOUTS TIED INTO FLEX PIPING THAT RUNS TO THE STREET FRONT PROPERTY LINE & TIED INTO P0P-UPS THAT DISCHARGE INTO THE STREET RIGHT OF WAY. I 4. MATCH EXISTING DRAINAGE PATTERN, FOR ADDITIONS ,0 EXISTING STRUCTURES, AS REQUIRED. 5. SRADE TO DRAIN AWAY FROM STRUCTURE TO EXISTING DRAINAGE EASEMENT AND/OR SWALE, AS APPLICABLE. FILL VEMOVE/ADD INFORMATION: I 1. U ENCLOSED ADDITIONS TO BE CONSTRUCTED ON I MONOLITHIC SLAB FOUNDATION. ENCLOSED �I ADDITION SHALL BE CONSTRUCTED W/ STEMWALL & OFF GRADE FLOOR SYSTEM. THESE FOUNDATIONS SMALL IMPOSE MINIMAL CHANGE TO EXISTING GRADE ELEVATIONS. 2. ANY SOIL REMOVED WILL BE USED AS FILL UNDER N W SLABS. TREE, LANDSCAPE INFORMATION: 1 TREE REMOVAL IS NOT REQUIRED FOR NEW ADDITIONS. 2. MATCH EXISTING VARIETIES FOR BASE PLANTING. 3. IF TREE SURVEY OR LANDSCAPE PLAN ARE ARE REQUIRED, THESE SHALL BE PROVIDED BY OTHERS. POOL INFORMATION: 1. NEW POOL DESIGN/ INSTALLATION, BY OTHERS. 2. CONT. SWIMMING BARRIER (@ REQ. 4FT HGT) SHALL BE INSTALLED, EXTERIOR DOORS W/ DIRECT ACCESS TO POOL SHALL BE SELF-CLOSING, SELF -LATCHING. 3. SEE SWIM BARRIER INFORMATION ON SHEET A7, FOR ADDITIONAL POOL INFORMATION. Drawings to scale, only if printed from 24X36 PDF format. \V I— W 0,Cc,� Lij 2 CC G iv > 0 LL O U � L_j < _j CV C4 M O .a) -a O 0 W O C Q > Z 0 LU � � _ W U F_ z Q Q0 o F - Q W � �a) Q �-�o 4-1 C� �� 0 2 - (n o ° o ag -C O N cv a_ a) .c .cu >' >C a) -0 M.v Cc Q � C Lu 0s o4- o ff,= a m = E U t I— _r N m in 0_0 O C LO M -a co N N M O U- 2 Q m U z J Q DATE: 01-16-2020 z Q J I SHEET W Al OF 7 E U c U W M rIr - to M 0 rn z O CL I— z Lij 2 CC G M M > 0 LL O U � L_j < _j CV C4 M O [rofw0LL ~� z Q > Z U U) z O 1— 0 06 r W CO (/1) LO r- r- W U F_ z Q Q0 F - Q W z DATE: 01-16-2020 z Q J I SHEET W Al OF 7 E U c U W M rIr - to M 0 rn z O CL I �-VELOPMENT PROVED SCOPE OF WORK: 1. NEW COVERED ENTRY: - FLAT CEILING; 8" COLUMNS; BEAMS @ (4) SIDES. - TONGUE & GROOVE V -JOINT WOOD ® CEILING & HIGH SIDE WALLS. 2. NEW CARPORT: - FLAT CEILING; 7" COLUMNS; LOUVERED SCREEN ® SOUTH ELEVATION. 3. DINING: - NEW BUILT-IN CABINETS: 18"D X 30"-36"H BASE CABINETS W/ 12"D UPPER SHELF OR CABINETS ABOVE. - CASED OPENING TO OFFICE TO BE FRAMED; MATCH EXISTING FINISHES. 4. KITCHEN: - NEW KITCHEN ISLAND W/ KNEE SPACE FOR SEATING, BY OTHERS. 5. NEW OFFICE: - NEW 26"D X 30"H, BUILT-IN DESKTOP @ WEST WALL W/ 12" SHELVES/ CABINETS ABOVE. - NEW BUILT-IN CABINETS CSD EAST WALL; (2) 36"W X 24"D TALL CABINETS W/ 60"W BASE CABINET IN CENTER & WALL MT T.V. (PER OWNER). 6. NEW MASTER BATH: - NEW 48"W CASED OPENING ENTRY TO BATH W/ 'BARN STYLE' DOORS. - NEW CLOSET W/ SEMI -CUSTOM ORGANIZATION SYSTEM; 74"L VANITY; 36"W X 24"D LINEN CABINET; WARMING TOWEL BAR. - WALK-IN SHOWER (NO DOOR): 54"-60"H WALLS W/ TEMPERED GLASS ABOVE; WALL NICHE, PER PLAN; WALL & CEILING MT SHOWER HEADS. - 60" X 30" FREE STANDING TUB. - EXTERIOR PATIO DOOR. 7. OTHER: - NEW WINDOW REPLACES PATIO DOORS IN BEDROOM 3. - HVAC & ELECTRIC PANEL TO BE VERIFIED & UPGRADED, AS REQ., BY OTHERS. - ALL REQUIRED BEAMS & POSTS SHALL BE VERIFIED PER ENGINEERING. - NEW WINDOWS & DOORS, PER PLAN & SCHEDULES. - ALL FINISHES & STYLES TO BE VERIFIED, PER OWNER. 8. ATTIC ACCESS: - NEW ADDITIONS DO NOT SHOW ATTIC ACCESS, AS THEY DO NOT MEET THE FOLLOWING REQUIREMENTS: PER FBC R807, STATES THAT ATTIC ACCESS OPENINGS REQUIRE VERTICAL HGT OF 30" OVER AN AREA OF NOT LESS THAN 30 SF IN ATTIC SPACE. ROOM FINISHES: ROOM NAME FLOOR BASE WALLS CEILING NOTES MATL FINISH MATL FINISH MATERIAL FINISH HEIGHT NEW OFFICE WOOD WOOD PAINT GWB PAINT 2'-0" 6'-8" 8'-0" REPAIRS/ PAINT, AS REQ. FOR AFFECTED AREAS NEW BATH TILE WOOD PAINT GWB PAINT GWB PAINT 8'-0" ENTRY CONCRETE ACTUAL WINDOW SIZE SHALL BE VERIFIED PER MANUFACTURER AND GLAZING FINISH. O C CU -C 10' -6 - CARPORT CONCRETE W c REPLACING WINDOWS IN EXISTING OPENINGS. a, 8'-6" NOTES: FLOORING & FINISHES, FOR ALL AFFECTED ROOMS, TO BE VERIFIED PER OWNER. PAINT TRIM & CROWN MLDG, AS REQUIRED, NOTES: 1. SG INDICATES WHERE SAFETY GLAZING IS REQUIRED IN HAZARDOUS LOCATIONS PER FBC R308 2. NF NB INDICATES WHERE NEW FRAMING OR BLOCK IS REQUIRED IN AN EXISTING WALL. 3. NW INDICATES WHERE A NEW INTERIOR WALL IS TO BE CONSTRUCTED. MATCH EXISTING CONSTRUCTION & NEW/ EXISTING FINISHES. SEE ENGINEERING FOR DETAILS & SPECIFICATIONS, IF APPLICABLE. 4. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION. NOTIFY ENGINEER (AND/OR DESIGNER, IF APPLICABLE) OF ANY DISCREPANCIES. ALL CONSTRUCTION TO COMPLY WITH (& BE VERIFIED PER) THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE. DOOR SCHEDULE SYMBOL TYPE WIDTH HEIGHT MATERIAL FINISH THRESHOLD NOTES 1O PATIO DOOR 2'-8" 6'-8" TEMP, GLASS/ FIBERGLASS PAINT ALUMINUM EXTERIOR O2 2 -PANEL PKT 2'-0" 6'-8" WOOD C INTERIOR <3> PR 2 -PANEL 4'-4" 6'-8° WOOD CC: _0 DRS MOUNTED ON HIGH ACTUAL WINDOW SIZE SHALL BE VERIFIED PER MANUFACTURER AND GLAZING FINISH. O C CU -C 4. NEW FRAMING OR C.B., AS REQUIRED, WHEN SIDE SLIDING HARDWARE NOTES: VERIFY DOOR STYLES, W/ OWNER; PAINT AS REQ.; HARDWARE, PER OWNER, WINDOW SCHEDULE SYMBOL SIZE HEADER HGT TYPE NOTES: OA 3044 6'-10" SH 1. VERIFY ALL WINDOW STYLES & MANUFACTURER, W/ OWNER. 2. VERIFY EXISTING LINTELS/ HEADERS. �B 2640 6'-10" CASEMENT © 2640 6'-10" FIXED C L 3. WINDOW SIZES LISTED ARE NOMINAL. OD 2618 6'-10" CC: _0 FIXED ACTUAL WINDOW SIZE SHALL BE VERIFIED PER MANUFACTURER AND GLAZING FINISH. O C CU -C 4. NEW FRAMING OR C.B., AS REQUIRED, WHEN 0 W c REPLACING WINDOWS IN EXISTING OPENINGS. a, 5. SAFETY GLAZING REQ. WHEN GLAZING IS WITHIN O E 60", HORIZONTALLY AND/OR VERTICALLY, OF WET AREAS (i.e. SHOWERS, TUBS, ETC.) PER FBC R308.4.5. O 6. R312 WINDOW FALL PROTECTION C: O 'q O L WINDOWS HAVE BEEN DESIGNED SO THAT THE N O LC OPENING IS ® MIN. OF 24" (OR HIGHER) ABOVE O C13 FINISHED FLOOR. Drawings to scale, only if printed from 24X36 PDF format. 0 U z (z V VJ W 12 V! 2 Q J J 06 U .51 M Cr} N M Q 0 0 LL if Q W C0 0 z d Q z 5; c2c �G � LJ U Q CL G W W_ O W J W p J O zu -<Z c z > C 06 C,6 W z I— (1) _O rte,, F- W r ® m O LIJz W J W U DATE: (0 I 01-02-20 Z J a 0 0 J LL SHEET W Z A3 OF 7 E O C,a .cu E �O) V C Cn E c,3 .Cu 0 J Q W co T_ r LA i O N O CC U •�7 C L — U) Cu CC: _0 O O O C CU -C 0 W c a, O E O C: O 'q O L ( N O LC O O C13 a) •C N Cli "O Cu W N •~5' > C C� � C.? •X Cy CL .Q Ct3 ti s.. 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SIDE OF BEAM/FRAMING FRAMING UNDER BEAM MATCH EXISTING SHINGLES ,d, PLATE HGT 8'-1" MATCH EXISTING WINDOW HGT 6'-10" OUTSIDE SHOWER MATCH EXISTING BRICK t FFL 0_00" PATIO ROOF EAVE REMOVED ® SOUTH & WEST WALLS (UNDER NEW ROOF) MATCH EXISTING PLATE HGT 8'-l" MATCH EXISTING WINDOW HGT 6'-10" MATCH EXISTING FFL 0.00" NEW REAR ELEVATION SCALE: 1/411 = 1' T&G V -JOINT WOOD CEILING BEAM (TYPICAL CSD ALL (4) SIDES) i NEW LAP SIDING BELOW BEAM & STOPS ABOVE BRICK, 0 SOUTH & WEST WALLS l�1 COVERED ENTRY DETAIL SCALE: 1/411 = 1' NEW (PARTIAL) LEFT ELEVATION SCALE: 1/4" = 1' Drawings to Scale, only if printed from 24X36 PDF format. Cu4-0 U U F - z N z Zco W 6 a cr_ O h �Q W M co C crxw0`L C: cn W Q Q J J Q U o LCL W m C0 co U W O Q C •� �U)m W O c0 Q 4 O U 0 C W C� C N r E - .E a,crn 0 CU � 4- O t4 � C 'O O O L ,-• N L- L O- O O Cu ti-- CUL Cn in U CU O O _ .� Cn .O • _� O C -0 y= O Ri O C� 'O C N . 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C) U) - C) N � z 7� =x" U) 0 -d r N N 00 Z C G) r2mZ z p Q r X_ N c - O z N (j p N -7 � = D - > D (- m cn U) �: 0 m - + ,m 0 0- � D- 0 I m > (n - a n Z' (n � = I O m m �1 -1 m m m m m rn D C7 C; C7J DJ CD D > X U) O � m D D z O O O C O aX_ � D C) O C z C7 D C) D (� O C O O 7 m D O -I m D 0 c_ Z X N m F- O I U) r c:) C Z Z Ln (n z�� m 0 C) U) C) U) D D O* � m m m, m C m z G7 n D 0 C� z rn D " D Q) Z � W r-< O C fl -< � cn C) -- I-- T] z m DJ D -0 CZJ m � = m -1 --I r (!) 7 = � F- cn % -� Z1 m C zZ --q Z C m �1 Z1 O m m -- w --I = (n I 1.� O cn :o � .; p �I ;u f- j m r� -1 z � m m 0 � = 0 cQ C) 0 0 _, n M -q1 mm K D > > I X0 z ` J Om1 D �, m -I (D CO O C�> :v, ,- -i > X m - z X o m > n 7u m _ � O 0 co o -< r1> m Z > U) C > -;;u D m nFz0 - N ° 1� O O C _q -� G --I m 0 M O o 0 D D --� O zu � 0 c7 n z �--- O ;u O0 X � O z z z nD > n o ;1 D �u D ; O �--7 m -um 0. m o 0 -< 7 � > � � X m X r z n m C -I X m O x 0 Q D m m m M 1m 0 m 0 r D -< � -u (-- z O r- `-� 0 0 U) DKmz O -- m m � D .7uci F- m m m O cc) D ��-i� O m O (--_ O O � O N 0 () O o o > �;u I �u 0 0 0 - 0 0 0� m --I m Q z z c m O < Q _ (n < U) U -� U) m m m, m m -r O cn cn m v) m rrl O cn O n PP O F - TI irnV U) Z: C m D ---I O r z z r m m r� m U) z Z r N N N N N N <() m m @ Fri 0 C 1 xP 7 I ZD D D z D D < m <C) r r r r r r _0ry 0 r r r r r o , I- 7 < C -1 � -I U) c) U) 1�7 �:u -17 -D m -D -D -D O O K K r > rn > ) � C z m m -�D D C 7 C. z m I ;1 M r,--) Z 7 0 z C � z cn n > G7 U) F > 0 CO C) = m n m m � V) C r 0 z_ z m r Z r- D 0 r 0 0 z = -r1 D - m r o - - D m m = n m Z 0 _ i z m 0 O z O m Uy m m m C � -i m C7 ( 0 m 0 0 r m FTI --- �) m�> r ,;u < c) r 0 70 D > Z OC m � z U) m Q 0 > > rm) � z -0 r C � m ;Uc m 0 O z m CD z m D � C � rn c� z = 0 0 m n h) .- 0 z 7 cf)- (-j D m rel O z O C� j>ZC�� n G -- 0 n rr1 7 n � m C-) U) O C � --1 z Z DOD m0 = 0 C (� � = -I � CTi ' . � r -i--i N O p� 0 � N N C) O Z z m () -4 O ;;a � 0 C s CD C N - N 1 N) = C C� C N - O N = C C7 ,,.0 -N C (n N O C cn N 03 CO) Z Z m � O x � = o' ZJ -- TI D -I (� r c� m =i o xs0 � � U) � O T1 N =IcOzTI(n C m -I F- F- m(nm0*' U) Q - 0- - � ol =0 (n m Z 0)I-u(��Ur� E: N N o O /a = D �7 D 0 U) cn � x -i m _ \ " m zy Q .--. - �--. ; - .-. �-. C) U) - C) N � z 7� =x" U) 0 -d r N N 00 Co � m r2mZ z p Q r X_ N G O z N (j p U) -7 � = D - > D (- m cn U) �: 0 m " + ,m 0 0- D- D- 0 I m > (n - a n Z' (n � 0 -zj O m O z O -) o O m s,=z T G -c" -r o C -) \ O I T� 0 cn D 0 O o (-), . > X U) �1 (1 J >m Q � -D - U) .� - C) n Q z o D Gj O - F- O �') ---I o � cn -� C � = r-<-<� X Z X �u m F- O I U) r c:) C Z Z Ln (n 0 0 C) U) TI U) <z o O I- = z m � m g m, K Z m FTI n D 0 C� z ---♦ D " CJi Q) Z W W r-< W N fl rU) C I m C � cn � = -- I-- T] 1 Cp DJ D -0 CZJ m C)J m = m -1 --I r (!) 7 = � \ cn % -� Z1 m � zZ --q M - -.�7 m 'U m �1 Z1 � m -- w --I = D I 1.� O cn :o � .; p �I ;u f- j m r� -1 z -1 m m 0 � = cfl cQ C) 0 0 _, n M -q1 mm K = > I X0 z m Om1 D �, m -I (D CO O C�> :v, ,- -i > X m o X o m > n m --- m = _ � O 0 co -< r1> m Z > U) C > -;;u = m nFz0 - N ° 1� O O m _q -� G --I m 0 M O m 0 D D --� O . � 0 � 0 c7 n z lumC-n K > -I O ;u O0 X � O z z z nD > n n > ;1 D �u D > 0� O �--7 m -um 0. m o 0 > 7 � > � � X m X r z n m C -I X m O x 0 Q D D m M 1m 0 m 0 r D -< � -u m O r- `-� 0 0 U) DKmz O -- m m O D .7uci F- m m m O L� D ��-i� O m O (--_ O O � O N 0 () O o o > �;u I �u 0 0 0 - 0 0 0� m --I m Q z z Q O� K � m z rm � 0 D n z - .. -*� -i c \ C-) D > K � =i o o ZO D O T1 ;;u =IcOzTI(n C m -I 7�0� � O 0 m �J 0)I-u(��Ur� E: + - m U) O o O /a OTi � Lf)= m O m D Q coUl -< mzU) z ;o z C) C� C) O O Z 0 0 -d r r D r - m O z D m ><0 Z C) -u (j p U) Q � = D rn > z O O m D . n + ,m 0 m + G) 0 I u'y C) C) _m m Q O m O z O O -I ( C) N m �l O Fri I T� 0 cn D o. Z Lj N C) > x C) n D D D C) � � m - W Q O x" J O -' ;a U) N rlm -o + + fm . P N C I I m PO O w *D Q DMQ a (n D D mxK Z m = G7 mrn� Q D m M -r K I cn D O 0 C7 . 7 r m D Dr rnr-m .. r -i c \ r- /v m II O 0 I" O -u O T1 ;;u =IcOzTI(n C O� �.. -I 7�0� N O 0 m m `� 0)I-u(��Ur� E: + - m U) O z C) u /a CIO z Lf)= m O m D _ C) UDD0 ,� = mzU) z ;o z -0 m(nm ^z U1 C-D� m Z (n 0 -d D CU = D r - �7 ;U ---I z m ><0 0 C) N C) > x C) n D D D C) � � m - W Q O x" J O -' ;a U) N rlm -o + + fm . 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D oz G7 -- m0 0- 11 II O O � z O G) z= z n 0 _ > - O m o z 0 > Z: -u -D O � o z -13 (D �:u � -7 m TI > c:) C m -p O -� r � -< D m D C n z m z (h UD m = m D > m D D U) F- > W W W W N fl 1- 1-7 r> m � 1-1 r- 7- Z G) - wr C r m cn % -� (.n v --q N` r (n -1 C r m m c m -'o ;:u O O O O O O O Q r W W D r0 z m 0 � m _ -' - v W _ m m u � - m -f— - i -'� � n m n m --- m = Om z > _ > -< �7 m 1� m -9 m rCi,m D D z z z z z z z z cn ci 2 D D D Z D D 0 > 7 Z rrn r- r D D F- 7 rM r r r- z --I 0 > .7uci F- m m m O (--_ 1 N () O o o , o o 0 0 0 - 0 0 0� m --I m Q ,� Q Q Q CZ CZ Q Q Q Q z m � m n0 - (P (PD PP @ z (P U) x -i r� U) (St -P W N D F- < -'-1 U7 -D U) _D (f)D m r m D 77D=r-=zr.(n �Zm <> Xrm I � --�D D Z Mr-=r=Cz1F-D D m m- --m= O 0 zooO��Z = D 7m�co� z O =CDDrC>�z W orz�---' 0z = r - r = � z - 7 X >,--, 7'- N r Z 0 =.W �U)DDO�� ;;a z cn70F-mmo m m C Z O o - > .o 0 F- 0 _" U) mmmz -DC7 = I m0N 0E -m M (f Z ADO � m D = D r�Z cu -1 D r D -A mmz = r F- -i Cn D Z7 -� z r *i=�F- OC)O G7 CD �>-< �0, m m U) O 0 -coU) < X T1 0 7 z -PD< ��F (nrr-m 0m UU)�D T,C-)Cn D ) m C 0 z ivz> D�z 0 or --�� -<m r = DD --i m D x mF- 0Cu m0 a U) (- 7 - - -i- l m� -u(n-o �m=D _ z m r () N Q O O m �z m -u . 0 0 -U -u o 0 _ -_-I o� o �Y z U) \ o0O 0Q N ----1 O o C-) n � < < = _ -I z C r m Dz In o -i (-) n � � (n �l Q--) m ;U /V O rn OO 1a - 0 � m ;;u ;;1 r- p 0 0 0 < m Z O O D m r- D F- 0 0 � m Co 'u D n r rCm D m Q K G7 0 F-�Zr- n m ;U 0 z r V! z ;:u F71 O M z r (St -P W N D F- < -'-1 U7 -D U) _D (f)D m r m D 77D=r-=zr.(n �Zm <> Xrm I � --�D D Z Mr-=r=Cz1F-D D m m- --m= O 0 zooO��Z = D 7m�co� z O =CDDrC>�z W orz�---' 0z = r - r = � z - 7 X >,--, 7'- N r Z 0 =.W �U)DDO�� ;;a z cn70F-mmo m m C Z O o - > .o 0 F- 0 _" U) mmmz -DC7 = I m0N 0E -m M (f Z ADO � m D = D r�Z cu -1 D r D -A mmz = r F- -i Cn D Z7 -� z r *i=�F- OC)O G7 CD �>-< �0, m m U) O 0 -coU) < X T1 0 7 z -PD< ��F (nrr-m 0m UU)�D T,C-)Cn D ) m C 0 z ivz> D�z 0 or --�� -<m r = DD --i m D x mF- 0Cu m0 a U) (- 7 - - -i- l m� -u(n-o �m=D _ z m r () N Q O O m �z m -u . 0 0 -U -u o 0 _ -_-I o� o �Y z U) \ o0O 0Q m ----1 O o C-) n � < < = _ -I z C r m Dz In o -i (-) n � � (n �l Q--) m ;U /V O rn OO 1a - 0 � m ;;u ;;1 r- p 0 0 0 < m Z O O D m r- D F- 0 0 � m Co 'u D n r rCm D m Q K G7 0 F-�Zr- n m ;U 0 z r V! z ;:u F71 O M z r 0 OO o r D -0 z O U) U) o x m m .--. r 0 -- m0 0- 11 II O O -1 O (n � n 0 O O - -u -D O � _= �:u � -7 m TI > c:) C m -p O D C n < U) Z UD m = m D > m ---� II F- > z z D �7 r m � 1-1 r- 7- F7 N m cn % -� (.n v (St -P W N D F- < -'-1 U7 -D U) _D (f)D m r m D 77D=r-=zr.(n �Zm <> Xrm I � --�D D Z Mr-=r=Cz1F-D D m m- --m= O 0 zooO��Z = D 7m�co� z O =CDDrC>�z W orz�---' 0z = r - r = � z - 7 X >,--, 7'- N r Z 0 =.W �U)DDO�� ;;a z cn70F-mmo m m C Z O o - > .o 0 F- 0 _" U) mmmz -DC7 = I m0N 0E -m M (f Z ADO � m D = D r�Z cu -1 D r D -A mmz = r F- -i Cn D Z7 -� z r *i=�F- OC)O G7 CD �>-< �0, m m U) O 0 -coU) < X T1 0 7 z -PD< ��F (nrr-m 0m UU)�D T,C-)Cn D ) m C 0 z ivz> D�z 0 or --�� -<m r = DD --i m D x mF- 0Cu m0 a U) (- 7 - - -i- l m� -u(n-o �m=D _ z m r O K () N Q O O m �z m -u . oJ� -< � 'tel � m-) Cn-71Z 0 _ -_-I o� o �Y z U) \ o0O 0Q m ----1 m ) U)>F" VJ m � DCS Z C 0� �/ G') Cr= D Go �z z C r m Dz In o -i K m 0 I (n �l Q--) m ;U /V O r- 0 1 1a - 0 � m m a D z U) � .. 0 z -� m O Z O O D 0 m r- T1 z > 0 O 0 Co 'u D n r > z m Q CC) G7 z F-�Zr- n m ;U 0 FTI T1 F9 r V! z ;:u F71 O M z r 0 o o O K �0 �z m -u . C) -< � 'tel � m-) D 0 _ -_-I o� o �Y z U) \ m = ----1 m ) O D m = D m n Cr= z D r 0�;o C D -D -i K m -I (D (n O M U) O c -u 1a - _ Z Q a oOc) G7 .. K -� m O Z D F- o z D 0 m r- @ Z > 0 a' w D r D 'u rri 0C 0 > C n K � D CC) m m < > 0IZ3 F-�Zr- n m z m- r_ - z 0 C77 �0 <G ---I rn C) O Z1 - U) � ^ -A � -1 K (-) '-) . �Y = m rn m C7 C ----1 O C7 O O O m -I m n Cr= .n r K C m O -D -D m K � O -I � (n () M O --� -u 1a m G� G7 OC y C >� z > 0 D <O D D D 'u D D CC) -i -I m_0 m --i m -I m n m- O M U; o o zoo D z 0 o � � r -- m0 O O -1 � (n � n 0 0 _= �:u � D m > c:) C -p O D C .-u Z UD v m D > m Qoo �� F- > z �7 r m � > m m D r M m m � - m -f— - i -'� � n n Om z > _ > -< 1� m m rCi,m z z z z z z z z 2 D D D Z D D D > 7 Z r- r D D F- r r r- 1 N () O o o N o o 0 0 0 - 0 0 0� �' --I m Q ,� Q Q Q CZ CZ Q Q Q Q z m � n0 - (P (PD PP @ � (P U) x r� 7 N N N N N N <() m @ xP 7 I ZD D D D D D < r r r r r r _0ry 0 r r r r r o , I- 7 C n rn > ) cn -1 D 0 G) FTI m 0 w O 0 m K K: rrn M c/) <G ---I rn = _z z m Gi D (-) '-) . �Y = m - = C7 C Z > az r - rl 0 .n > v j - () M C y O z C/) w O 0 m K K: rrn M m I z � r- � (/) � m �0 Co � ) m n Z * D = CC CC7 D O n n K C) = D > n C Z z -�I� tDly C) �nD C� rr x m- CO �0 oU)Z <C)�O z D m n 0 � C O m r (n m O 0� m U) P K C -D ' O 0 m O n C) -D m Q C n - --ml �n �(n� 0 O m C-) m Dim >0Om Q D z O = m cD=uD) (n O > �z U) ��m Kz�m 0 < m r C) =O m m D = r0 �DZ o> C) �0 < z0=� zrmcn M i D -1 -I 0 m � Cz7 D � � CJ --< " 7 M z 0 � -< D � (- m m m U m rm- = m r IO m j � C� D 0 � CrZO K -q= -r) r 0 D = O (n Z w � U)zX 0 m �� z -I��{ n (U)( I C (� V) D > Q D _ = - D n < r<r) U) G) (!) 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K D mo O= Z Ch. � n Z D U) O CC C r W> �> Dm � _� D - C O D n :U C) -C X C � C C) r > z r m o m a 0 C-) m >mm r m " -Ti aUl > rmW U) - Q v} O N m D Ln . -0 - • - -j G-) O Dr ; 0U) p m C) m > K = D r- C -I -I -u @ 0 z = z � n (7 r= (mj 0 z Dr- U 0 m 0� Ul n0ri z o � W 0 0 T O � D CC Z) >) -�O n �l 0O C� J 7 'D F- = , ;:a - F- D (n D - G7 C-) T1 (n K' m z r -A N K N � � -I D �' D D � --j O O M M J D - x U) 7 m v � � — m Om io = � K - c-) cn 7 r-- A O > C z> = 0 _> � W r < (-) � (n > z � rO C� F- U - < W m „ n z�000 o0 >Dc�oz�oDZ� -1 o OvnDDn �o on r- , 0 m ,> i' m p � � ,Z > m > n r;cjOzZntnOln °Z�Soolnn� m mmAOD'�mn mmmCOK2 "no �mmmmi -0� 2 O D?O WOZ A Z -FDO D F" 71 z 0o� -< oo r c T s I." > m � 4t0 w w po rn 111111111111111",1 "''''' * ``````````,`, <G ---I rn _z z > Gi (/) (-) '-) . �Y = m M C7 C Z r - m I z � r- � (/) � m �0 Co � ) m n Z * D = CC CC7 D O n n K C) = D > n C Z z -�I� tDly C) �nD C� rr x m- CO �0 oU)Z <C)�O z D m n 0 � C O m r (n m O 0� m U) P K C -D ' O 0 m O n C) -D m Q C n - --ml �n �(n� 0 O m C-) m Dim >0Om Q D z O = m cD=uD) (n O > �z U) ��m Kz�m 0 < m r C) =O m m D = r0 �DZ o> C) �0 < z0=� zrmcn M i D -1 -I 0 m � Cz7 D � � CJ --< " 7 M z 0 � -< D � (- m m m U m rm- = m r IO m j � C� D 0 � CrZO K -q= -r) r 0 D = O (n Z w � U)zX 0 m �� z -I��{ n (U)( I C (� V) D > Q D _ = - D n < r<r) U) G) (!) O > > m _ _ � > n 7 m n n m TJ - = Cn -� V) _ - m - > m � D D D Cp U) r O D p mO n- m D> =V)m ;U(A cn M '-.. r r m D � � n m C r D r r O D O (7 U) O (n =I � CJ C C) 0 r m O C) Q I— Q m r- O r m r` z� I U) _ 0 (-) < = m m D \ > > z z X � z FTI — FTI z � w > =rrm co co .O D rmrl w - r > D r = _I r C� 0 p n m \ rC O m -I D n U) m D Q --i m O z 0 O n- co C>o Z �D r z z'z0' O n U) mm� -I m0 F Dann -o OzzO �zQ F- r DC � G? z ---� m = U) = D K 6 -• r U) (n m 0- C r m 70 m m� _ > Z= z r r z z .. --i z Z O �U G7 > D cD - C) OC n D � r <> K O K p -= Sc C _� D F-9 cn N Ul fTl � m � � = U) co m n r D Z O O � O r z < O O D � < > m � K r� D K C-) II O m o 0 (-) �p D > ; � < z z D -moi - D n D N 0 0 u 0 m= z -7� O m D D 7 -{ � K z iL7 m <= 7 U) O I D Iv m 0 /V 0 � _ Ln D KN D 0� Cz1Z (D Z 0 0 0 m m - ZJ -(D m 0 D . - c DD o n w D c7 >C U) D OD C > = C) -<CD n n Timm r s, z . � G� O 0 cD � ; cj O n� z m m cn v) z rFi 0 0 m > 0 m 6' rCIO M - O 0 m n* m (� - < m - m x m m = z CO O �7 � -0D OO Dom= L n C � Z� x D J m m� CO U)mI-T70 DZ NI (-)) K (n o -u m D n K� r U) 0 00 cn � � � 0 = � _ m > m C cn --1 m n � -� m D � m r�,11 m CC � Z � O -u< m V O W �J Z7 z m CD O X � = N O - r,) Ln z () > r -TI U) U) 00 r " � -1 > �1 m Z Z K U) Q z (n �U U) o _ O U) c) z U' O --I -< 0 m D V J � D m �D 0 -+ � I ;7 z > c) C7 O m 1,) 7 C) r� -x-a <C ci D : > ()D ter) 0V) F- m D m r n " = 0) rmr 1 > -1 (n Z7 W m � r> c_ n � --) D O m z = O O m z x = O z Z -I D F -- (Z) O r D= 1 . K D mo O= Z Ch. � n Z D U) O CC C r W> �> Dm � _� D - C O D n :U C) -C X C � C C) r > z r m o m a 0 C-) m >mm r m " -Ti aUl > rmW U) - Q v} O N m D Ln . -0 - • - -j G-) O Dr ; 0U) p m C) m > K = D r- C -I -I -u @ 0 z = z � n (7 r= (mj 0 z Dr- U 0 m 0� Ul n0ri z o � W 0 0 T O � D CC Z) >) -�O n �l 0O C� J 7 'D F- = , ;:a - F- D (n D - G7 C-) T1 (n K' m z r -A N K N � � -I D �' D D � --j O O M M J D - x U) 7 m v � � — m Om io = � K - c-) cn 7 r-- A O > C z> = 0 _> � W r < (-) � (n > z � rO C� F- U - < W m „ n z�000 o0 >Dc�oz�oDZ� -1 o OvnDDn �o on r- , 0 m ,> i' m p � � ,Z > m > n r;cjOzZntnOln °Z�Soolnn� m mmAOD'�mn mmmCOK2 "no �mmmmi -0� 2 O D?O WOZ A Z -FDO D F" 71 z 0o� -< oo r c T s I." > m � 4t0 w w po rn 111111111111111",1 "''''' * ``````````,`, <G ,,o�� '-) . �Y ,,,2FFA ....... �� `: 1/Nel e�ult111 10/25/2019 12:52:56 PM D c.,p > Q O N T..<o nc .. o � . n �� I Cl N 'o n _. G 1 O n W �o _ � Do r C'o 1 > O -, ��> =:� > 11 � r� . �-Q= I N L _ i1 N t" vn Q i Z (3) 3%" FASTENMASTER TRUSSLOK WOOD COMMON SCREW @ 24" ?N @ 12" O.C. OC EA. SIDE (2)12" OR SMALLER GREATER THAN (2)12" LVL LVL (3) 5" 12� (3) 6%" FASTENMASTER ' FASTENMASTER TRUSSLOK WOOD TRUSSLOK SCREW @ 16" OC WOOD SCREW @ 16" OC (3)PLY (4)PLY LVL LVL Z z :� (4)10d @ 12" (3) 1 O @ 12 OC EA, SIDE T OC EA. SIDE (2)2x- (3)2x - BEAM BEAM 12d NAILS FROM OTHER SIDE OF 2nd PLY. 2x6 or 2x8 2x4 POST POST NOTES: 1. TYPICAL CONNECTION AT STUD COLUMNS, JACK -TO -KING ASSEMBLIES, CORNER POSTS, ETC. 2. SEE FASTENMASTER FOR TRUSSLOK INSTALLATION RECOMMENDATIONS BUILT UP MEMBER FASTENING 5;UALL: N 1S TABLE 11: PENETRATIONS THROUGH STUDS Y BEAM DEPTH CLEAR SPAN BEAM HOLE DETAIL ALLOWABLE HOLES IN PSL, LVL AND HEADERS C`nAr- 7 /A„ n> .�..%ILLL. .1/ T - I -v SCALL: 5/4•• = l' -O" MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS SINGLE TRUSS BRACING (6)1Od (4)12d TOE COMMONS NAILS (TYP.) 2x4 BLOCKING. FASTEN EACH END w/ (3)10d TOENAILS 2x4 T- BRACE. ONLY REQUIRED FOR BRACE LENGTHS > 8'-0". FASTEN w/ 10d COMMONS@ 6" OC 2x4x6' SYP#2 LATERAL BRACE ''EA. X -BRACE w/ (2)164 INTO BOTTOM CHORD OF EA. TRUSS. H 2x4 BLOCKING. FASTEN EACH END w/ (3)104 TOENAILS GABLE END BRACING SCALE: 3/4" = 1'-0" I NOTES: 1. THESE GUIDELINES APPLY TO UNIFORMLY LOADED BEAMS SELECTED FROM THE QUICK REFERENCE TABLES OR THE UNIFORM LOAD TABLES OR DESIGNED WITH LP'S DESIGN/SPECIFICATION SOFTWARE ONLY. FOR ALL OTHER APPLICATIONS, SUCH AS BEAMS WITH CONCENTRATED LOADS, PLEASE CONTACT YOUR LPO SOLIDSTARTOENGINEERED WOOD PRODUCTS DISTRIBUTOR FOR ASSISTANCE. 2. ROUND HOLES CAN BE DRILLED ANYWHERE IN "AREA A"PROVIDED THAT: NO MORE THAN FOUR HOLES ARE CUT, WITH THE MINIMUM SPACING DESCRIBED IN THE DIAGRAM. THE MAXIMUM HOLE SIZE IS 1-1/2" FOR DEPTHS UP TO 9-1/4," AND 2" FOR DEPTHS GREATER THAN 9-1/4," 3. RECTANGULAR HOLES ARE NOT ALLOWED, 4. DO NOT DRILL HOLES IN CANTILEVERS WITHOUT PRIOR APPROVAL FROM THE PROJECT DESIGNER. 5. OTHER HOLE SIZES AND CONFIGURATIONS MAY BE POSSIBLE WITH FURTHER ENGINEERING ANALYSIS. FOR MORE INFORMATION, CONTACT YOUR LP SOLID START ENGINEERED WOOD PRODUCTS DISTRIBUTOR, 6. UP TO THREE 3/4" HOLES MAY BE DRILLED IN "AREA B"TO ACCOMMODATE WIRING AND/OR WATER LINES. THESE HOLES SHALL BE AT LEAST 12" APART. THE HOLES SHALL BE LOCATED IN THE MIDDLE THIRD OF THE DEPTH, OR A MINIMUM OF 3" FROM THE BOTTOM AND TOP OF THE BEAM. FOR BEAMS SHALLOWER THAN 9-1/4", LOCATE HOLES AT MID DEPTH. 7. PROTECT PLUMBING HOLES FROM MOISTURE. 2x4 SYP#2 OUTLOOKERS @ 24" O.C. H2.5T OUTLOOKER TO TRUSS TOP CHORD WALL SHEATHING UP 2x6 GABLE END TRUSS. ANGLE BRACE GABLE END ROOF TRUSS �- W/ DROPPED TOP CHORD 10D TOE NAILS @ 8" OC FROM BOT. CHORD OF TRUSS TO DBL. TOP PLATE j CS16 w/ (9)1Od EA END @ 48" I 1 NOTES: (8)1Od 1. SPACE GABLE END COMMONS BRACING @ 4'-6" MAX. BLOCK TO DBL TOP 2. ALL MATERIAL TO BE SYP#2 PLT W/ (2)H2.5T STUDS NON BRACING NOTES AND SPECIFICATIONS WALL LOAD BEARING OR 1.)ALL BRACING LUMBER SHOWN, EXCEPT FOR LOAD BEARING LOAD NON -LOAD T -BRACE SHALL BE 1x4 SYP#3 OR BETTER OR 2x4 (1)DIAGONAL BRACE PER L EXTERIOR WALL WALL SPF#2 OR BETTER. (UON) BEARING BEARING SIZE BORED HOLE SIZE BORED HOLE SIZE WALL NOTCH WALL NOTCH 2.)BRACING LUMBER SHALL INTERSECT THE WEB OF THE BRACED TRUSS, PER DELEGATED TRUSS ENGINEER. 3%" 3„ y BRACING APPLIED TO °� 1 TRUSS MFR. SHOP DRAWINGS. THE CONTRACTOR SHALL FRONT SIDE OF WEBS. 40% 60% 1 I°I 60% PROVIDE 1x4 SYP#3 OR BETTER BOTTOM CHORD 25% 40% BRACING PERPENDICULAR TO TRUSS BOTTOM CHORDS ° T -BRACE FASTENED TO WEB;: w/ -12d @ 6"O.C.°j T -BRACE TO BE THE poi AND ATTACHED TO EACH TRUSS WITH 2-8d COMMON NAILS. AT GABLE END WALLS PROVIDE DIAGONAL?S! AT END WALLS PROVIDE DIAGONALS (APPROXIMATELY 45%) ° 2 x 4 1 3/8" - 2 Ys" (2)2x4 - 2 Y8" 2 Y8"/8" AND GRADE AS WEB 1 1 3/8" BETWEEN EACH LINE OF BRACING TO FORM A ZIGZAG TRUSS SHOP DRAWING FOR QTY. AND TO BE BRACED. 2x6 2 Y4" - 3 5/s„ 1 3/8" 2 Y4" MATERIAL. THIS REQUIREMENT IS NOT NECESSARY AT STUD FACE BRACE IS NEEDED, OVERLAP BRACE BORED HOLES STUD FACE %" MIN. 2 2x6 - 3 5/s" 3 5/6" 1 3/8" 2 Y4" TO BOTTOM CHORD BRACING PROVIDE DIAGONALS IN 5/" MIN. DIA. 40% OF 2x8 2 - 4 3/8" 1 13/16" 2 7/8" LINE OF BOTTOM CHORD BRACING AT A MAXIMUM STUD WIDTH, BORED HOLES 2 2x8 - 4 3/8" 4 3/8" 1 13/16" 2 60% OF STUD 0 DIA. 60% OF STUD WIDTH WIDTH IF DOUBLE MAX. STUD WALL HOLE SIZE SIZE NOTCH 25% NOTCH 40% 2x4 1 3/4„WIDTH STUD OF STUD MAX. WIOTH MAX. 2X6 2 3/4,rOF 2 x 8 3 5/8" EXTERIOR OR NON DEARING BEARING WALL PARTITION PLATES: NOTE: TOP AND BOTTOM PLATE HOLE, CUT OR NOTCH THAT IS 50% OR MORE OF SEE SECTION 2308 9.10, 2308 9.11, AND FIGURE 2308 9.10 IBC WIDTH MUST BE REPAIRED USING 16 GA.(MIN.) METAL TIE THAT IS AT LEAST 1Y2" WIDE (SECTION 2308 9.8 IBC) IF WALL IS A SHEARWALL IT MUST BE REPAIRED USING HARDY FRAME SADDLE (HFS) 3 CUTTING, NOTCHING, BORED HOLES IN STUDS AND PLATES SCALL: 5/4•• = l' -O" MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS SINGLE TRUSS BRACING (6)1Od (4)12d TOE COMMONS NAILS (TYP.) 2x4 BLOCKING. FASTEN EACH END w/ (3)10d TOENAILS 2x4 T- BRACE. ONLY REQUIRED FOR BRACE LENGTHS > 8'-0". FASTEN w/ 10d COMMONS@ 6" OC 2x4x6' SYP#2 LATERAL BRACE ''EA. X -BRACE w/ (2)164 INTO BOTTOM CHORD OF EA. TRUSS. H 2x4 BLOCKING. FASTEN EACH END w/ (3)104 TOENAILS GABLE END BRACING SCALE: 3/4" = 1'-0" I NOTES: 1. THESE GUIDELINES APPLY TO UNIFORMLY LOADED BEAMS SELECTED FROM THE QUICK REFERENCE TABLES OR THE UNIFORM LOAD TABLES OR DESIGNED WITH LP'S DESIGN/SPECIFICATION SOFTWARE ONLY. FOR ALL OTHER APPLICATIONS, SUCH AS BEAMS WITH CONCENTRATED LOADS, PLEASE CONTACT YOUR LPO SOLIDSTARTOENGINEERED WOOD PRODUCTS DISTRIBUTOR FOR ASSISTANCE. 2. ROUND HOLES CAN BE DRILLED ANYWHERE IN "AREA A"PROVIDED THAT: NO MORE THAN FOUR HOLES ARE CUT, WITH THE MINIMUM SPACING DESCRIBED IN THE DIAGRAM. THE MAXIMUM HOLE SIZE IS 1-1/2" FOR DEPTHS UP TO 9-1/4," AND 2" FOR DEPTHS GREATER THAN 9-1/4," 3. RECTANGULAR HOLES ARE NOT ALLOWED, 4. DO NOT DRILL HOLES IN CANTILEVERS WITHOUT PRIOR APPROVAL FROM THE PROJECT DESIGNER. 5. OTHER HOLE SIZES AND CONFIGURATIONS MAY BE POSSIBLE WITH FURTHER ENGINEERING ANALYSIS. FOR MORE INFORMATION, CONTACT YOUR LP SOLID START ENGINEERED WOOD PRODUCTS DISTRIBUTOR, 6. UP TO THREE 3/4" HOLES MAY BE DRILLED IN "AREA B"TO ACCOMMODATE WIRING AND/OR WATER LINES. THESE HOLES SHALL BE AT LEAST 12" APART. THE HOLES SHALL BE LOCATED IN THE MIDDLE THIRD OF THE DEPTH, OR A MINIMUM OF 3" FROM THE BOTTOM AND TOP OF THE BEAM. FOR BEAMS SHALLOWER THAN 9-1/4", LOCATE HOLES AT MID DEPTH. 7. PROTECT PLUMBING HOLES FROM MOISTURE. 2x4 SYP#2 OUTLOOKERS @ 24" O.C. H2.5T OUTLOOKER TO TRUSS TOP CHORD WALL SHEATHING UP 2x6 GABLE END TRUSS. ANGLE BRACE GABLE END ROOF TRUSS �- W/ DROPPED TOP CHORD 10D TOE NAILS @ 8" OC FROM BOT. CHORD OF TRUSS TO DBL. TOP PLATE j CS16 w/ (9)1Od EA END @ 48" I 1 NOTES: (8)1Od 1. SPACE GABLE END COMMONS BRACING @ 4'-6" MAX. BLOCK TO DBL TOP 2. ALL MATERIAL TO BE SYP#2 PLT W/ (2)H2.5T PERMANENT TRUSS BRACING `,.;UALL: . /4 = -1 -U gmn �T(1RY SPF#2 INFILL SPF#2 INFILL NOTES: 1. SPLICED MEMBER DOES NOT COUNT AS ADDITION STUD WHEN MORE THAN (1) FULL HEIGHT STUD 1S SPECIFIED ON PLAN 2. FASTEN STUDS PLYS TOGETHER PER 1 /SO.1 STUD SPLICING SCALE: 3/4" = 1'-0" 8d COMMON NAILS AT 3" O.C.(TYP) ROOF SHEATHING-� wl EXISTING ROOF MEMBE" DO NOT: CUT, NOTCH, OR DRILL HOLES IN BEAMS/ HEADERS UNLESS REVIEWED BY DESIGN PROFESSIONAL EXCEPTION: SMALL HOLES MAY BE DRILLED IN ACCORDANCE WITH THE BEAM HOLE DETAILS. 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, FASTEN TO ROOF FRAMING BELOW w/ 4-3/6"x4" LAG SCREWS NAILS AT EACH RAFTER. OVERFRAME RAFTERS, SEE PLAN. '---, SIMPSON H3 w/ 10-8d COMMON NAILS FROM RAFTER TO LEDGER AND LEDGER TO ROOF MEMBER. NOTES: 1. USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, CRICKETS, ETC. 2. PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING, 5 OVERFRAME LEDGER S0.1 SCALE: 3/4" = 1'-0" INSTALL LEDGER OVER WALL SHEATHING WHEN SPECIFIED ON PLAN WALL STUDS OR FLOOR SYSTEM FRAMING) SYP#2 LEDGER ATTACH TO EACH STUD OR TRUSS HEEL PER SCHEDULE BELOW LEDGER SIZE & NAILING 2x6 w/ 5-0.131x3" 2x8 w/ (3)0.131x3" PLUS (2)1/4 "Ox4Y2" SDS SCREWS 2x10 w/ (4)0.131x3" PLUS (2)1/4 "0x4Y2" SDS SCREWS 2x12 w/ (6)0.131x3" PLUS (3)1/4 "0x4Y2" SDS SCREWS MINIMUM O.C. SPACING FOR NAILING SCHEDULE ABOVE: 16" O.C. MIN WHERE LEDGER CONNECTS TO WALL STUDS. 24" O.C. MIN WHERE LEDGER CONNECTS TO FLOOR SYSTEM. NOTES: SEE PLAN FOR SPECIFIC LEDGER SIZE 2. INSTALL LEDGER OVER WALL SHEATHING WHEN SPECIFIED ON PLAN 3. TRUSS TO LEDGER CONNECTION BY TRUSS ENGINEER. NOT SHOWN FOR CLARITY LEDGER CONNECTION SCALE: 3/4" = 1'-0" /Associates, Inc. 420 Osceola Avenue Jacksonville Beach, FI. 32250 Ph: 242-0908 FL: CA # 8344 P \,\CENSE No. SAT F - NA�- "0 Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERA•11ON 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 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. J QLL U � U Z 0 J W � 0 m W Z U n1 WZ� Ln Q V U1�U r Q� 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 RMCK-19-00849 DRAWN/DESIGN/CHECK HGD/ JMD/ LAP DATE 10/25/19 SQUARE FOOTAGE N/A SHEET S0.] SHEET 2 OF 8 BRACING NOTES AND SPECIFICATIONS 1.)ALL BRACING LUMBER SHOWN, EXCEPT FOR T -BRACE SHALL BE 1x4 SYP#3 OR BETTER OR 2x4 (1)DIAGONAL BRACE PER SPF#2 OR BETTER. (UON) (4) TRUSSES APPLIED77 TO BACKSIDE OF WEB. j°j 2.)BRACING LUMBER SHALL INTERSECT THE WEB OF THE BRACED TRUSS, PER DELEGATED TRUSS ENGINEER. 3.)PERMANENT PERMANENT BRACING WHERE NOTED ON BRACING APPLIED TO °� 1 TRUSS MFR. SHOP DRAWINGS. THE CONTRACTOR SHALL FRONT SIDE OF WEBS. 1 I°I PROVIDE 1x4 SYP#3 OR BETTER BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS BOTTOM CHORDS ° T -BRACE FASTENED TO WEB;: w/ -12d @ 6"O.C.°j T -BRACE TO BE THE poi AND ATTACHED TO EACH TRUSS WITH 2-8d COMMON NAILS. AT GABLE END WALLS PROVIDE DIAGONAL?S! AT END WALLS PROVIDE DIAGONALS (APPROXIMATELY 45%) ° SAME SIZE, SPECIES, TO THE ADJACENT EXTERIOR PERPENDICULAR WALL CONTINUOUS LATERAL BRACING, SEE AND GRADE AS WEB 1 BETWEEN EACH LINE OF BRACING TO FORM A ZIGZAG TRUSS SHOP DRAWING FOR QTY. AND TO BE BRACED. PATTERN ALL CONSTRUCTED OF THE SAME BRACING LOCATION. IF MORE THAN (1) LATERAL MATERIAL. THIS REQUIREMENT IS NOT NECESSARY AT BRACE IS NEEDED, OVERLAP BRACE HIP ROOFS. ALSO ALONG EXTERIOR WALLS PARALLEL AS SHOWN. i°i TO BOTTOM CHORD BRACING PROVIDE DIAGONALS IN THE END SPACE BETWEEN THE WALL AND THE FIRST LINE OF BOTTOM CHORD BRACING AT A MAXIMUM SPACING OF 20 FEET. PERMANENT TRUSS BRACING `,.;UALL: . /4 = -1 -U gmn �T(1RY SPF#2 INFILL SPF#2 INFILL NOTES: 1. SPLICED MEMBER DOES NOT COUNT AS ADDITION STUD WHEN MORE THAN (1) FULL HEIGHT STUD 1S SPECIFIED ON PLAN 2. FASTEN STUDS PLYS TOGETHER PER 1 /SO.1 STUD SPLICING SCALE: 3/4" = 1'-0" 8d COMMON NAILS AT 3" O.C.(TYP) ROOF SHEATHING-� wl EXISTING ROOF MEMBE" DO NOT: CUT, NOTCH, OR DRILL HOLES IN BEAMS/ HEADERS UNLESS REVIEWED BY DESIGN PROFESSIONAL EXCEPTION: SMALL HOLES MAY BE DRILLED IN ACCORDANCE WITH THE BEAM HOLE DETAILS. 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, FASTEN TO ROOF FRAMING BELOW w/ 4-3/6"x4" LAG SCREWS NAILS AT EACH RAFTER. OVERFRAME RAFTERS, SEE PLAN. '---, SIMPSON H3 w/ 10-8d COMMON NAILS FROM RAFTER TO LEDGER AND LEDGER TO ROOF MEMBER. NOTES: 1. USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, CRICKETS, ETC. 2. PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING, 5 OVERFRAME LEDGER S0.1 SCALE: 3/4" = 1'-0" INSTALL LEDGER OVER WALL SHEATHING WHEN SPECIFIED ON PLAN WALL STUDS OR FLOOR SYSTEM FRAMING) SYP#2 LEDGER ATTACH TO EACH STUD OR TRUSS HEEL PER SCHEDULE BELOW LEDGER SIZE & NAILING 2x6 w/ 5-0.131x3" 2x8 w/ (3)0.131x3" PLUS (2)1/4 "Ox4Y2" SDS SCREWS 2x10 w/ (4)0.131x3" PLUS (2)1/4 "0x4Y2" SDS SCREWS 2x12 w/ (6)0.131x3" PLUS (3)1/4 "0x4Y2" SDS SCREWS MINIMUM O.C. SPACING FOR NAILING SCHEDULE ABOVE: 16" O.C. MIN WHERE LEDGER CONNECTS TO WALL STUDS. 24" O.C. MIN WHERE LEDGER CONNECTS TO FLOOR SYSTEM. NOTES: SEE PLAN FOR SPECIFIC LEDGER SIZE 2. INSTALL LEDGER OVER WALL SHEATHING WHEN SPECIFIED ON PLAN 3. TRUSS TO LEDGER CONNECTION BY TRUSS ENGINEER. NOT SHOWN FOR CLARITY LEDGER CONNECTION SCALE: 3/4" = 1'-0" /Associates, Inc. 420 Osceola Avenue Jacksonville Beach, FI. 32250 Ph: 242-0908 FL: CA # 8344 P \,\CENSE No. SAT F - NA�- "0 Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERA•11ON 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 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. J QLL U � U Z 0 J W � 0 m W Z U n1 WZ� Ln Q V U1�U r Q� 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 RMCK-19-00849 DRAWN/DESIGN/CHECK HGD/ JMD/ LAP DATE 10/25/19 SQUARE FOOTAGE N/A SHEET S0.] SHEET 2 OF 8 PROVIDE INTERIOR AND EXTERIOR SAWCUTS AT 10'x10' OC PER 2/S1.0A. BUILDER TO COORDINATE W/ FINISH FLOOR MATERIAL (TYP) 4" CONCRETE SLAB w/ FIBERMESH @ 1.5 LBS/CU.YD. OF CONCRETE OR 6x6 W1.4xW1.4 WWF ON 6MIL VAPOR BARRIER IN PREPARED GRADE NEW SLAB TO EXISTING w/ (1)#3x24" HORIZONTAL DOWEL @ 24" OC. DRILLED AND EPDXIED 4" INTO EXISTING FOUNDATION (TYP) -------------------------------------------- -1z —-- ----------------------- — — — ---- — -- _ — /�1 I DO,N,0 BEAR"'ORATTACI-1 I,� EXISTING` BRICK FASCIF - EXISTING STRUCTURE/ TO- - -- - -- - I I REMAIN AS IS UNLESS - -- -- I OTHERWISE NOTED Q- �I F2�� ; / ¢ I� 6 S1.0A � r I 6 S1.0 4 / m I 11, I I I I F2 Ov a � I I I I I 5 S1.0 I I I I I I / EXISTING STRUCTURE! TO I REMAIN AS IS UNLESS OTHERWISE NOTED //� /I I I II I I: I II• I I IA I I I.I 1 I I I I I I I � I I N I L— — — z _ I j ? I— L------------ -----------L---------�—— — — — — - — FOUNDATION PLAN SCALE: Y4„_1, -p„ 4” CONCRETE SLAB w/ FIBERMESH @ 1.5 LBS/CU.YD. OF CONCRETE OR 6x6 W1.4xW1.4 WWF ON 6MIL VAPOR BARRIER IN PREPARED GRADE PROVIDE INTERIOR AND EXTERIOR SAWCUTS AT 10'x10' OC PER 2/S1.OA. BUILDER TO COORDINATE W/ FINISH FLOOR MATERIAL (TYP) 6x6 PT SYP#2 EMBEDDED POST SEE DETAIL 4/S1.OA D 6x6 PT SYP#2 EMBEDDED POST SEE DETAIL 4/S1.0A 4" CONCRETE SLAB w/ FIBERMESH @ 1.5 LBS/CU.YD. OF CONCRETE OR 6x6 W1.4xW1.4 WWF ON 6MIL VAPOR BARRIER IN PREPARED GRADE PROVIDE INTERIOR AND EXTERIOR SAWCUTS AT 10'x10' OC PER 2/S1.OA. BUILDER TO COORDINATE W/ FINISH FLOOR MATERIAL (TYP) 6x6 PT SYP#2 EMBEDDED POST SEE DETAIL 4/S1.0A I. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. SEE ARCH FOR DIMENSIONS 2. SEE GENERAL NOTES AND SPECIFICATIONS ON SO.0 FOR FEATURES NOT INCLUDED WITHIN THIS PLAN. 3. FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES 4. SOIL AND FILL COMPACTION SHALL BE IN ACCORDANCE WITH GENERAL NOTES AND SPECIFICATIONS PROVIDED ON SO.0 V 420 Osceola Avenue Jacksonville Beach, Fl. 32250 Ph: 242-0908 FL: CA # 8344 :v •��GENs� C '' I\1a. 5 0 f STAT F ' 2 oRR'' yiV'Q``se„'`� Luis A. Pontigo• PE FL PE#53311 REVISIONS DATE 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 1 ADDITIONAL ENGINEERING OR INSPECTION FEES. QL-U � . Z U wLIJ J W � 0 in W z U � w Z � Ln Q Y U1-JU FOUNDATION PLAN DO NOT SCALE DIMENSIONS FROM HESE DRAWINGS. IF A DIMENSION IS UNCLEAR, REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. LPA JOB NUMBER RMCK-19-00849 RAWN/DESIGN/CHECK HGD/ JMD/ LAP DATE 10/25/19 SQUARE FOOTAGE N/A SHEET S1.0 SHEET 3 OF 8 SYMBOLS LEGEND — DESIGNATES FOOTING LINE DESIGNATES SLAB RECESS - FOOTING SCHEDULE PE DEPTH WIDTH BOTTOM BARS F2.0 ET 1'-0" 2'-0"x2'-0" 3 ( ) #5 EW F2.5 1'_p" 2'-6"x2'-6„ (3)#5 EW F3.0 1'-0" 3'-0"x3'-0" 3 ( ) #5 EW F3.5 17_0" S -61)x3'-6" (4) #5 EW F4.0 1'-4" 4'-0"x4'_p" (4) #5 EW GENERAL FOUNDATION NOTES I. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. SEE ARCH FOR DIMENSIONS 2. SEE GENERAL NOTES AND SPECIFICATIONS ON SO.0 FOR FEATURES NOT INCLUDED WITHIN THIS PLAN. 3. FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES 4. SOIL AND FILL COMPACTION SHALL BE IN ACCORDANCE WITH GENERAL NOTES AND SPECIFICATIONS PROVIDED ON SO.0 V 420 Osceola Avenue Jacksonville Beach, Fl. 32250 Ph: 242-0908 FL: CA # 8344 :v •��GENs� C '' I\1a. 5 0 f STAT F ' 2 oRR'' yiV'Q``se„'`� Luis A. Pontigo• PE FL PE#53311 REVISIONS DATE 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 1 ADDITIONAL ENGINEERING OR INSPECTION FEES. QL-U � . Z U wLIJ J W � 0 in W z U � w Z � Ln Q Y U1-JU FOUNDATION PLAN DO NOT SCALE DIMENSIONS FROM HESE DRAWINGS. IF A DIMENSION IS UNCLEAR, REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. LPA JOB NUMBER RMCK-19-00849 RAWN/DESIGN/CHECK HGD/ JMD/ LAP DATE 10/25/19 SQUARE FOOTAGE N/A SHEET S1.0 SHEET 3 OF 8 Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jacksonville Beach, FI. 32250 Ph: 242-0908 FL: CA # 8344 Intorm Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE 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 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES, D W < LL (.)� 74b, WLIJ LLI < D J 0m(f) W z U � Lu Z � (f) Q Y Ln � U Q � FOUNDATION 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 RMCK-19-00849 DRAWN/DESIGN/CHECK HGD/ JMD/ LAP DATE 10/25/19 SQUARE FOOTAGE N/A SHEET S1.0A SHEET 4 OF 8 F O' No, 5 = o cV STT F o, .,urn yXyy ��Aii4;ihh 944114yXXX ^" Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE 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 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES, D W < LL (.)� 74b, WLIJ LLI < D J 0m(f) W z U � Lu Z � (f) Q Y Ln � U Q � FOUNDATION 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 RMCK-19-00849 DRAWN/DESIGN/CHECK HGD/ JMD/ LAP DATE 10/25/19 SQUARE FOOTAGE N/A SHEET S1.0A SHEET 4 OF 8 EXISTIN FASCI, F NEW (2)2 (3)2x4 SI STF (2)HTS16. 2x6 SYP#2 CEILING RAFTERS © 24" OC. FASTEN PROVIDE 2x6 DIAGONAL BRACE. FASTEN EACH END W/ (5)12D (TYP EACH SIDE OF STRUCTURE) 6x6 PT SYP#2 EMBEDDED POST. STRAP TOP W/ (2)HTS16 AND ADD MBEDDED PER DETAIL 4/S1.0A TRAP CEILING BEAM EACH :ND W/ (2)HTS16 EILING SHEATHING, SEE ABLE 8/SO.0 HTS16 (2 CEILING RAFTERS @ 24" OC. -0 CEILING BEAM W/ LUS26 ROOF RAFTERS PER 8/S2.0) YP#2 EMBEDDED POST. IP W/ (2)HTS16 AND ADD ) PER DETAIL 4/S1.0A OST (ADJACENT TO EXISTING TRAP TOP w/ (2) HTS16 & v/ ABU66 PER 4/S2.1 WALL AND CIELING FRAMING PLAN " SCALE: y4„_1,-0" I SYMBOLS LEGEND SW DESIGNATES SHEAR WALL. THE DASHED LINE 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 '_ _-_- I ® (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 5 ® Associates, Inc. 420 Osceola Avenue Jacksonville Beach, FI. 32250 Ph: 242-0908 FL: CA # 8344 PON DESIGNATES BEAM OR TRUSS ® 3/"O A307 THREADED ROD TERMINATES AT FIRST LEVEL TOP PLATE, SEE DETAIL 3/S2.1 5 ® %"0 A307 THREADED ROD TERMINATES AT FIRST LEVEL TOP PLATE, SEE DETAIL 3/S2.1 e DESIGNATES LTT20B. SEE DETAIL 9/S2.0 DESIGNATES DTT2Z. SEE DETAIL 9/S2.0 A DESIGNATES HTT5. SEE DETAIL 9/S2.0 WALL STUD SCHEDULE LOCATION PLATE HEIGHT STUD SIZE AND SPACING EXTERIOR 9'-1" MAX 2x4 OR 2x6 Q 16" O.C. EXTERIOR 10'-1" MAX 2x4 @ 12" O.C. OR 2x6 @ 16" O.C. EXTERIOR 14'-0" MAX 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 1/S0.1 4. AT SHEAR WALLS, PROVIDE DIAPHRAGM ATTACHMENT PER DETAIL 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 BLAM/GIRDER PLIES. PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AND EQUAL SIZED STUD COLUMN ON FIRST LEVEL IF STUD COLUMN IS LOCATED ABOVE Associates, Inc. 420 Osceola Avenue Jacksonville Beach, FI. 32250 Ph: 242-0908 FL: CA # 8344 PON No. 5 3 ` STAT F (� �V Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERA'T10N 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 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES, D J W LL u�am U w J W � Q m W Z U � Lu Z � Lf) Q 4 �� U Q � WALL AND CIELING FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR, REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.P LPA )OB NUMBER RMCK-19-00849 )RAWN/DESIGN/CHECK HGD/ JMD/ LAP DATE 10/25/19 SQUARE FOOTAGE N/A SHEET SIA SHEET 5 OF 8 (2)H REMOVE EXSTING OVEI AS NEEDED. DO NOT D, EXISTING UPLIFT CONNE( OR MENDING F OVERFRAME L SEE (3)2x4 SPF#2 KING DUCT CTD A D 7nM A KIn ROOF FRAMING PLAN SCALE: <4 SPF#2 KING STRAP TOP AND W/ (2)HTS16. DO BEAR NEW FRAMING XISTING BRICK 2x4 SYP#2 OUTLOOKERS @ 24" OC ON BALLOON FRAME DONY WALL PER 5/S2.1 SYMBOLS LEGEND HTS16 1 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 PER 8/S2.0, UON ON PLAN 3. WHEN USING (2)SIMPSON CLIPS ON 1)/2" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EA OTHER TO AVOID SPLITTING WOOD, Q 2x8 SYP#2 ROOF RAFTERS © 24" OC. FASTEN TO RIDGE W/ HUS28 (1—PLY) OR (2—PLY) HUS28-2 (PAIR w/ CEILING JOIST PER 8/S2.0) 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. Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jacksonville Beach, FI. 32250 Ph: 242-0908 FL: CA # 8344 P J. ..��CENs' cp No. 53 1 Y STA OF �aNAL� Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 6 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 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. F- C) J W Q H U O f w J W � 0 m W Z U � W Z � Lf) Q � In � U � Q � ROOF FRAMING PLAN 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 RMCK-19-00849 DRAWN/DESIGN/CHECK HGD/ JMD/ LAP DATE 10/25/19 SQL.IA R E FOOTAG E N/A SHEET S1.2 SHEET 6 OF 8 I PERMANEN BRA OTHE FLATWISE 2x4 B ONLY REQD C WALLS AND W� BRITTLE FINIS FULL HEIGI- DOWN SE FOR LO( Y� SLAB ON GRADE SEE PLAN L --------j 1 -STORY EXTERIOR WALL JUE SHEAIHINV, SEE IABLE 6/SO.0 :E 8/S2.0 qLL SHEATHING, -E TABLE 5/SO.0 NOTES: 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" V-0" TABLE 13: SOLE PLATE ANCHOR SCHEDULE TABLE 12: WINDOW SILL AND HEADER FASTENING SCHEDULE ROUGH OPENING- TYPICAL SPF#2 PLATES SILL SILL PLATE TO JACK STUD CONNECTION EE 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) A35 (9) 10d TOE -NAILS GREATER THAN 12'-0" SEE PLAN ISEE PLAN SEE PLAN CONSTRUCTION DOCUMENTS. ANY 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 3/8"0 TR 40" OC 16" O.C. 2"x2"xY8" 3Y2" 13/4" 23/4" Y2"O TR 48" OC 24" O.C. 2"x2"xY8" 3Y2" 13/4" 23/4" EDGE DISTANCE SEE TABLE ABOVE Y$" GAP EMBEDMENT DEP SEE TABLE AB( WASHER SZE, SEE TABLE ABOVE --�--eJ \_ANCHOR TYPE AND SPACING, SEE TABLE ABOVE NOTES: SECTION VIEW 1. ANCHORS REQD AT ALL EXT WALLS, INTERIOR ROOF LOAD BEARING WALLS, PLATE BREAKS AND KING STUDS SOLE PLATE ANCHOR ASSEMBLY AND SPACING SCALE: 3/4" CEILING JOISTS AND ROOF RAFTER PER PLAN, FASTEN TOGETHER w/ (8)12d COMMON (TYPICAL) (2)12d (TYP) ROOF TRUSS CONNECTION SCALE: 3/4" = 1'-0" SPECS TRUSS TO PLATE: H2.5T HEADER PLACED AT OUTSIDE FACE OF WALL WINDOW SILL PER TABLE 12/S2.0 2x4 WALL CONDITION PLATE TO HEADER: LSTA18 @ 24" O.C. SEE 6/S2.0 FOR INSTALLATION 2x6 WALL CONDITION TRUSS TO PLATE: H2.5T PLATE TO HEADER: LSTA18 @ 24" OC, NOT REQUIRED AT GABLE ENDS OR OPENINGS LESS THAN 24" KING STUD TO TOP PLATE: 2 LSTA18. NOT REQUIRED AT GABLE 52.0 ENDS OR OPENINGS LESS THAN 48" � HEADER PLACED AT OUTSIDE FACE OF WALL WINDOW SILL PER TABLE 12/S2.0 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" (4)1Od 2x4 BLOCKING @ EA BLOCK 24" O.C. FASTEN EE w/ (3)1Od WALL INTERSECTION CONDITIONS O FULL HEIGHT ANCHOR. SEE PLAN O FULL HEIGHT ANCHOR. SEE PLAN CORNER CONDITIONS FULL HEIGHT ANCHOR STUD BELOW OVER LAP DOUBLE LOWER TOP TOP PLATES PLATE AT BREAK ORTHOGONAL VIEW OF CORNET; 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 IS INSTALLED TYPICAL CORNER Et INTERSECTION FRAMING SCALE: 3/4" 1'-0" 2x_ SPF#2 DIAGONA (3)10d EE TYP. SHEATH BLOCKING. WINDOW AT - SYP#2 BOTTOM PL. TYPICAL S( PLATE BRE TYPICAL TOP PLATE SPLICE: MIN 48" W/ MIN (16) 10d EVENLY SPACED SYP#2 DOUBLE TOP PLATE. FASTEN TOGETHER W/ (3) ROWS 10d @ 12" O.C, STAGGERED I CONNECTOR A LSTA18 @ 32" O.C. (MIN 3 STRAPS PER HEADER) B "UNVENTIONAL STRAPPING C MSTA24 D FULL HEIGHT OR KING STUD BASE, ANCHOR SEE PLAN* (5)10 TO ,. CTAT OF o Q, N (5)1 Od TO �� N WHERE NOTED ON PLAN HEADER �� ARCHED TRANSOM OPTION: HEADER, SEE PLAN FL PE#53311 HEADER, REVISIONS DATE _ BLOCKING FASTENED W/ SEE PLAN PLYWOOD BLOCK BEHIND WALL WOOD FLITCH BEHIND LSTA18, FASTEN TO SHEATHING LSTA18, FASTEN EACH PLY NG MAY EXTEND 2" PAST HEADER W/ (6)10d PONTIGO & ASSOCIATES PRIOR TO TO HEADER W / (6)10d MAKING ANY STRUCTURAL FIELD SHEATHING 2x4 -ACHMENTS MUST ANCHOR FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY INTO 2x_ MATERIAL. WALL BEING APPROVED BY LOU PONTIGO & LSTA INSTALLATION I ADDITIONAL ENGINEERING OR WINDOW HEAD SEE TABLE 12/S2.0 k FASTEN CRIPPLES EA END W/ (2) 10d TOE -NAILS (TYP) SEE TABLE 9/SO.0 PT FOR TYPICAL STUD ATE TO BOTTOM PLATE WINDOW SILL SEE CONNECTION TABLE 12/S2.0 )LE AK I, I. 1Y2" MIN 12" AM X TYPICAL WALL ELEVATIONS S(:ALE: ?/4" = 1'-0., TABLE 14: HEADER STRAPPING SCHFDUI F 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* LSTA18 WRAPPED FROM (5)1Od TO TOP PLATE LSTA18 WRAPPED FROM HDR (5)1Od TO TOP PLATE HDR OVIER TOP PLATE 0 - OVER TOP PLATEf N (5)10 TO ,. CTAT OF o Q, N (5)1 Od TO �� N '4`� HEADER �� HEADER HEADER, SEE PLAN FL PE#53311 HEADER, REVISIONS DATE 2x6 BLOCKING + PLY SEE PLAN PLYWOOD BLOCK BEHIND WALL WOOD FLITCH BEHIND LSTA18, FASTEN TO SHEATHING LSTA18, FASTEN EACH PLY WALL HEADER W/ (6)10d PONTIGO & ASSOCIATES PRIOR TO TO HEADER W / (6)10d MAKING ANY STRUCTURAL FIELD SHEATHING 2x4 WALL FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY 2x6 WALL BEING APPROVED BY LOU PONTIGO & LSTA INSTALLATION STUDS IF NOTED ON PLAN WHEN 6 HIGH UPLIFT HEADER STRA�PP�ING DOTED S2.0 SCALE. 3/4" 1'-0" MIN (2) STUDS OR SCAB 36" STUDTO FULL HEIGHT NOTES: STUD W/ (12) 10d 1. SEE FIRST LEVEL FRAMING PLAN FOR ANCHOR I I' LOCATIONS. jl ECESSED N SLAB 2. THE EMBEDMENT DEPTHS SHOWN ARE TYPICAL. GREATER EMBEDMENT DEPTHS MAY BE REQUIRED II I. Y2"0 THREADED ROD WHERE SHOWN ON PLAN (I.E. AT GARAGE11 I' PDXIED MIN 4" OR I Y 4 THREADED ROD 11 „ RETURNS) II PDXIED MIN 4" OR I 2 Ox6 TITEN HD 3. LTT20B HOLD DOWNS ARE ONLY REQUIRED TO BE 2"Ox6 TITEN HD RECESSED INTO SLAB WHERE FRAMING IS PACKEDj_ II TIGHT AND PREVENTS INSTALLATION WITHIN THE WALL. LTT20B MAY BE REPLACED WITH DTT2Z IF THERE IS ADEQUATE ROOM IN THE WALL FOR INSTALLATION BASE ANCHOR SCALE: 3/4" SIMPSON LTT20B SIMPSON DTT2Z MIN (2) FULL EIGHT STUDS SIMPSON HTT5 g"0 THREADED OD EPDXIED MIN Y" 2 FULL HEIGHT STUD TO BEAM W/ (2) ROWS 10d @ 3" O.C., MIN (8)10d. ADD (2)MSTA24 OR (2)HTS16 SEE PLAN FOR FULL HEIGHT ANCHOR OR - BASE ANCHOR FULL HEIGHT STUD TC BEAM W/ (2)ROWS 10d C 3" O.C., MIN (8)10d. ADE (2)MSTA24 OR (2)HTS16 SEE PLAN FOR FULL HEIGHT ANCHOR OR BASE ANCHOR OPTION 1 SEE TABLE 9/SO.0 FOR TYPICAL TOP PLATE TO STUD CONNECTION SEE FRAMING PLANS FOR ---._HEADER AND JACK/KING STUD SPECIFICATIONS, FASTEN EACH END PER TABLE 12/S2.0 ---_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 NOTCH BEAM 3" & POCKET INTO WALL BELOW DBL TOP PLT PORCH BEAM PER PLAN MIN. (2)2x4 STUDS BELOW BEAM & (1)FULL HEIGHT STUD ADJ TO PORCH HEADER, TOP PLATE TO BEAM W/ LSTA18 @ 32" O.C. (NOT REQUITED IF -L SHEATHING IS INSTALLED ON ;E OF BEAM) CH BEAM PLAN OPTION 2 ;2)2x4 STUDS BELOW & (1) FULL HEIGHT STUD ADJ TO PORCH HEADER. NOTES: 1. INSTALL LSTA18 WRAPPED OVER TOP PLATE PER "LSTA INSTALLATION" ON DETAIL 6/S2.0 )TYP PORCH BEAM CONNECTION SCALE: 3/4" ��vclnlc�, 111 1. 420 Osceola Avenue Jacksonville Beach, FI. 32250 Ph: 242-0908 FL: CA # 8344 `1,11111 11111,,,,'' N P ONT • CENsc� • v ,• • � 0 No. 1 N ,. CTAT OF o Q, N Al 1�1�P. N '4`� ay�'�il'I Allilll\jl Luis A. Pontiso, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & 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 & ASSOCIATES MAY RESULT IN I ADDITIONAL ENGINEERING OR INSPECTION FEES. D J W Q U. U � U Z J 0 m W 0 Z U � wZ� �QY �jU rQ� FRAMING 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 RMCK-19-00849 )RAWN/DESIGN/CHECK HGD/ JMD/ LAP DATE 10/25/19 SQUARE FOOTAGE N/A SHEET 1 S2.QI SHEET 7 OF 8 I! T/ABLE 15: SHEARWALL END STUD STRAPPING SCHEDULE KEYNOTE CONNECTOR A UPPER STUDS TO LOWER STUDS W/ FULL HEIGHT ANCHOR UON ON PLAN B SOLE PLATE ANCHORS @ 24" O.C. SEE DETAIL 4/S2.0 C ADDITIONAL STRAPS OR HOLD DOWNS AS NOTED ON PLAN TVnir' A I SEE 2/S2.1 FOR DIAPHRAGM SEE PLAN FOR SHEAR WALL EXTENTS 2x4 SYP#2 CATS @ 12" O.C. FASTEN TO TOP PLT W/ (4) 1 O FASTEN CATS EACH END W/ (3) 10d TOE—NAILS 2x4 SYP#2 NAILER. FASTEN TO TRUSS OBOTTOM CHORD W/ A 10d @ 3" O.C. N OTES: 1. PROVIDE %6" OSB SHEATHING W/ 8d COMMON @ 3" O.C. EDGE AND 6" O.C. FIELD 2. PROVIDE MINIMUM OF (2)STUDS AT EACH END OF SHEARWALL. KING/JACK STUDS AT HEADERS MAY SERVE AS END STUDS FOR SHEAR WALL 3. FASTEN TOP OF INTERIOR SHEAR WALLS PER 2/S2.1 4. INSTALL INTERIOR FOOTING BELOW SHEAR WALL PER DETAILS ON S1.OA 5. ADDITIONAL STRAPPING AND HOLD DOWNS MAY BE REQUIRED, SEE PLAN TYPICAL SHEAR WALL ELEVATION SCALE: 3/4" = 1'-0" MIN. (2)2x4 PT SYP #2 PORCH BEAM SUPPORT POST 24" MAX. IF 4x4 IS SPECIFIED ON PLAN, USE (2)2x4 WALL SHEATHING w/8d @ 12" MIN. SPF#2 SUPPORT. FASTEN BASE W/ LTT20B 6" O.C. EDGE & FIELD. I IF 6x6 IS SPECIFIED ON PLAN, USE (3)2x6 SPF#2 SUPPORT. FASTEN BASE W/ HTT5 SOLE PLATE ANCHOR I{ ATTACH PORCH BEAM TO SUPPORT POST w/ (2)HTS16 OR (2)MSTA24 SYP#2 PT SOLE PLATE BOX COLUMN MAY BE USED IN LIEU OF 4x4 OR 6x6. 2x6 SYP#2 NAILER FASTENED TO TOP PLATE w/ 10d c SEE 2A/S2.1 PARALLEL TRUSS CONDITION MSTA24 POST STRAP F BELOW 2x6 SYP#2 \BLOCKING BETWEEN __EA TRUSS. FASTEN TO TOP PLATE w/ PERPENDICULAR 10d @ 3" O.C. TRUSS CONDITION POST BASE: MSTA24 4x4 POST: ABU44 STRAP 6x6 POST: ABU66 8x8 POST: ABU88 _ PORCH. SLAB HTS16 HTS16 STRAP STRAP 5/s"O ROD EPDXIED 6" MIN PLAN VIEW OF PORCH PLAN VIEW OF PORCH ELEVATION OF PORCH BEAM AT CORNER POST BEAM AT CENTER POST BEAM AT POST NOTES: 1. SEE TABLE 8/SO.0 FOR PORCH CEILING SHEATHING SPECIFICATIONS 2. FASTEN TRUSS TO BEAM PER DETAIL 8/S2.0 3. WATER PROOFING AT LOWER PORTION OF BOX COLUMN BY BUILDER IF PT MATERIAL IS NOT USED TYPICAL PORCH FRAMING SCALE: 3/4" = 1'-0" �/16" SHEATHING. FASTEN TO TOP PLATE & NAILER W/ 80 COMMON @ 3" 0 C BEAM AND POST PER PLAN. FASTEN BEAM TO POST PER DETAILS OPTION A 2x_ SYP#2 CONT. ATTACH TO TOP PLATE AND TRUSS W/ 10d @ 3" O.C. EDGE OF 2x_ MANY OVERHANG TOP PLATE. OPTION B 2x4 SYP#2 NAILER. FASTEN TO TRUSS BOTTOM CHORD W/ 10d @ 3" O.C. �116" SHEATHING. FASTEN TO TOP PLATE & NAILERS W/ 8d COMMON . @ 3" 0. C. OPTION C OPTION D TOP PLATE TO TRUSS W/ Y4%6" SDS SCREW OR SDWC15600 @ 32" O.C. OPTION E SHEAR WALL ROOF DIAPHRAGM CONNECTIONS SCALE: 3/4" = 1'-0" ROOF SHEATHING, SEE PLAN 2x4 BLOCKING. FASTEN EA. END w/3 -10d TOENAILS TO LEFT 2x4 VERTICALS @ (TYP) 24" O.C. FASTEN TOP & BOT a w/2-10 COMMONS 2x4 DIAGONALS. FASTEN TO VERTICAL 2x4 w/4-10 COMMONS RAFTER, SEE PLAN TYPICAL WALL SECTION N OTES: 1, SEE FRAMING PLAN FOR ANCHOR LOCATIONS WHEN 3 THREADED ROD HOLD DOWN I n TrI f1 TABLE 16: THREADED ROD HOLD DOWN INSTALLATION CHART ROD 0 (A) ® © V PLATE, (PER PLAN) WOOD PLATE HOLE 0 CONCRETE HOLE 0 WASHER SIZE EMBED DEPTH EDGE DISTANCE MONO STEM MONO STEM ,8» y2„ Y2„ 2„x2„xY8„ 4„ 4„ 2” 3„ % 3/4 3/4,> 3„x3„xY4„ 7Y2„ 12„ 2Y2 3„ THREADED ROD HOLD DOWN SPECIFICATIONS ANCHORING SYSTEMi THE THREADED ROD ANCHORING SYSTEM SHALL CONSIST OF 3/8"0 A307 THREADED RODS, ORIENTED VERTICALLY AND ATTACHED TO THE FOUNDATION AND TO THE UPPERMOST PLATE AT THE LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE TOP PLATE, PROVIDE A 2"x 2"x Y8" STEEL WASHER. FASTEN WITH A NUT AND ALLOW AT LEAST 3 THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) ROD INSTALLATION: AT ALL PLATE PENETRATIONS, PROVIDE A HOLE IN THE PLATE %” LARGER THAN THE DIAMETER OF THE THREADED ROD USED. WHILE SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLERS (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE ROD SHALL BE INSTALLED APPROXIMATELY CENTERED IN HOLE. RODS MAY BE SLANTED FROM TRUE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. THE NUT ABOVE THE UPPERMOST PLATE SHALL BE SECURED OVER THE WASHER TO A SNUG—TIGHT CONDITION PLUS ONE—HALF TURN OF A STANDARD WRENCH (APPROXIMATELY 30 FT.—LBS. OF TORQUE). DUE TO SHRINKAGE AND COMPRESSION OF BUILDING CONTRACTORS SHALL RE—TIGHTEN NUT TO 30 FT.—LBS. OF TORQUE AFTER ALL TRADES ARE COMPLETE AND PRIOR TO INSULATION. EPDXY ANCHORING: ALL THREADED RODS SHALL BE DRILLED & EPDXY ANCHORED. SEE INSTALLATION CHART FOR EMBEDMENT AND EDGE DISTANCE REQUIREMENTS "7\S2.1/ SCALE: 3/4” = 1'-0” 2x4 OUTLOOKER 4-12d TOE @ 24" O.C. NAILS (2 EA SIDE) 4-12d TOENAILS I;; I 2x4 SPF#2 @ 16" O.C. I o x -- -- MP34 ANGLE FROM 2x8 BLOCKING TO DOUBLE TOP PLATE DOUBLE TOP PLATE 2x4x8'-0" LONG 4-12d WALL CEILING JOIST. ALIGN FLATWISE. FASTEN TO _ TOENAILS SHEATHING WITH ROOF RAFTERS CEILING JOIST WITH 2-12d 2x_ WALL COMMONS BLOCKING @ 48" O.C. STUD ALIGN WITH GABLE VERTICALS. FASTEN TO VERTICALS w/ 4-10d COMMONS �PL_ATFORMED FRAME GABLE END SCALE: N.T.S. T 113 1 Lou PontiBo and Associates, Inc. 420 Osceola Avenue Jacksonville Beach, FI. 32250 Ph: 242-0908 FL: CA # 8344 9 Luis A. Pontiso, PE FL PE#53311 REVISIONS DATE FIELD A TEL RAT10N CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENT. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. D J W Q LL U �4� U w LLJ < O 1mw 0 U � wZ� Lf)QY Ln JU r Q FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS, IF A DIMENSION IS UNCLEAR, REFER TO THE ARCHITECTURAL DRAWINGS OR � CONTACT THE E.O.R. 01 LPA JOB NUMBER RMCK-19-00849 i DRAWN/DESIGN/CHECK HGD/ JMD/ LAP DATE 10/25/19 SQUARE FOOTAGE N/A SHEET S2.1 SHEET 8OF 8 - "i.: /o °' Cash Register Receipt Receipt Number J�" - _.yr / City of Atlantic Beach R12013 Jai,/ DESCRIPTION I ACCOUNT I QTY I PAID PermitTRAK $110.00 RESA20-0003 Address: 1175 SEMINOLE RD APN: 171890 0000 $110.00 ROOF SHEATHING 03/17/2020 RBE $110.00 ROOF SHEATHING 03/16/2020 RBE 455-0000-322-1002 0 $55.00 ROOF SHEATHING 03/17/2020 RBE 455-0000-322-1002 0 $55.00 TOTAL FEES PAID BY RECEIPT: R12013 $110.00 Date Paid: Wednesday, March 18, 2020 Paid By:JONSSON CONSTRUCTION, INC. Cashier: FJ Pay Method: CREDIT CARD 6 Printed:Wednesday, March 18,2020 12:22 PM 1 of 1 1