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778 VECUNA RD RES18-0382 RES PERMIT RESIDENTIAL PERMIT PERMIT NUMBER JS �s\ CITY OF ATLANTIC BEACH RES18-0382 f 800 SEMINOLE ROAD ISSUED: 12/26/2018 ATLANTIC BEACH. FL 32233 EXPIRES: 6/24/2019 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: 778 VECUNA RD RESIDENTIAL NEW SINGLE New SFH $245009.20 FAMILY RESIDENCE TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 171353 0000 ROYAL PALMS UNIT 02A COMPANY: ADDRESS: CITY: STATE: ZIP: JAMES & SON BUILDERS, JACKSONVILLE 129 15TH AVENUE S FL 32250 INC BEACH OWNER: ADDRESS: CITY: STATE: I ZIP: Mason Porter 778 Vecuna 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 DRIVEWAY APRON INFORMATIONAL Notes: ;All concrete driveway aprons must be 5 inches thick,4000 psi,with fibermesh from edge of pavement to the property line. Reinforcing rods or mesh are not allowed in the right-of-way. SCANNED Issued Date: 12/26/2018 1 of 3 Date: 1 1 g RESIDENTIAL PERMIT PERMIT NUMBER ��_ � CITY OF ATLANTIC BEACH RES18-0382 ,,,...s.____) "r 800 SEMINOLE ROAD ISSUED: 12/26/2018 \,t_oill: ATLANTIC BEACH. FL 32233 EXPIRES: 6/24/2019 2 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL I 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. 3 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. 4 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapells,Inc., Republic Services,Donovan Dumpsters, Phillips Containers). Container cannot be placed on City right-of-way. 5 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration,including sod,is required. 6 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. 7 PUBLIC WORKS MAXIMUM DRIVEWAY INFORMATIONAL Notes: Maximum driveway width within the City right-of-way is 20 feet. 8 PUBLIC WORKS TOPO SURVEY INFORMATIONAL Notes: Must provide a topographic(TOPO)survey with water retention for final C.O. Inspection. 9 PUBLIC UTILITIES UNDERGROUND WATER SEWER UTILITIES INFORMATIONAL Notes: Avoid damage to underground water and sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary. If field coordination is needed,call 247-5878. 10 PUBLIC UTILITIES METER BOX SEWER CLEAN OUT INFORMATIONAL Notes: Ensure all meter boxes,sewer cleanouts and valve covers are set to grade and visible. 11 PUBLIC UTILITIES RT1 SEWER CLEANOUT INFORMATIONAL Notes: A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. 12 PUBLIC UTILITIES DISCONNECT AND CAP INFORMATIONAL Notes: Disconnect and cap water and sewer lines. Issued Date: 12/26/2018 2 of 3 i RESIDENTIAL PERMIT PERMIT NUMBERf 1, rir,' :: ) CITY OF ATLANTIC BEACH RES18-0382 _ �r 800 SEMINOLE ROAD ISSUED: 12/26/2018 E);119 ATLANTIC BEACH. FL 32233 EXPIRES: 6/24/2019 13 PUBLIC UTILITIES INSPECTION PRIOR TO DEMOLITION INFORMATIONAL Notes: Must call the Inspection Line at 247-5814 to request an inspection of the disconnected and capped water and sewer lines prior to demolition. DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $918.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $459.00 BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00 BUILDING PLAN REVIEW RESUBMITTAL THIRD 455-0000-322-1006 0 $75.00 CROSS CONNECTION 400-0000-343-3701 0 $50.00 PU REVIEW RESIDENTIAL BLDG 001-0000-329-1007 0 $50.00 PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $22.53 STATE DCA SURCHARGE 455-0000-208-0600 0 $15.02 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $50.00 TOTAL: $1,814.55 Issued Date: 12/26/2018 3 of 3 .-0..w.prCity of Atlantic Beach APPLICATION NUMBER 41 Pr 1 Building Department (To be assigned by the Building Department.) 800 icSeminolecRoad PeS/8_Q3 Q 2 �a �r Atlantic Beach, Florida 32233-5445 ( /[Q' 0 �' E-maPhonil:(904)bud ng�deptt@coab.u904) 247-5845 Date routed: I 1( t 1 1 a cP City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 7 rig VeC UtuA Department review required Yes No Buil Applicant: J f Yl L, S So NJ Planning &Zonings / Tree Administrator � Project: N V,k v S �� (Public Work ublic Utilities uP�ic Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date Q/ 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. NrDenied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING //44,4Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. E]Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: / 1 `' Date:P. /U �� 6 y� FIRE SERVICES Third Review: RrApproved as revised. lilDeniedi ❑Not applicable Comments: Reviewed by: J�1 � Date: /)-- -1 (1 g Revised 05/19/2017 �SyL�ir City of Atlantic Beach APPLICATION NUMBER ,j .,. Building Department (To be assigned by the Building Department.) y, 4 •i51 flECEIVE� -6_,,,, - 800 Seminole Road eS/ G_ Q 2- �r Atlantic Beach, Florida 32233-5445 ( /} Q Phone (904)247-5826 • Fax(904)247-584 / �' E-mail: buildin de t coab.us NOV 19 2018 Date routed: l , i LI 1/ 9 P@ City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 17 D /eC Ut't1/ I Department review required Yes No ,-- _ Buil Applicant: J 0-m t S , SO Piannina &Zonn� Tree Administrator Project: N S l t Public Work (Tblic Utilities u is a ety Fire Services Review fee $ Dept Signature `1 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 / 0 Reviewed by: Date: l;�V/� 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 I 0-1An -r) City of Atlantic Beach APPLICATION NUMBER J� Building Department (To be assigned by the Building Department.) ,y W.) tla SeminolecRoad K.�5/E`caQ 2- 6.7 _ � Atlantic Beach, Florida 32233-5445 ( Q Phone(904)247-5826 • Fax(904)247-5845 / /�= v�i, 9' E-mail: building-dept@coab.us Date routed: ir t j/ 1 jS City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: '7 17 8 U e c uttiA Department review required Yes No Buil Applicant: J f\ y L. S , So Planning &Zon n ) ree Administrator Project: N EV/ S EH ` ' ublic Work ublic Utilities u is a ety Fire Services Review fee $ Dept Signature J 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 � (i 2 — �a Reviewed by• Date: 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 //� 1A,p,i�� City of Atlantic Beach APPLICATION NUMBER //�� � s` Building Department (To be assigned by the Building Department.) ,. tc1 � 800 Seminole Road iLo�/�_�Q�... .r Atlantic Beach, Florida 32233-5445ireii, Phone (904)247-5826 • Fax(904)247-5845V 1 / �c; 0' E-mail: building-dept@coab.us 9 201�! ate routed: I 1 to / I b City web-site: http://www.coab.us By. APPLICATION REVIEW AND TRA ING FORM Property Address: '7 7 D VeC U ylf A ap ment review required Yes No ,A, Buil 1. Applicant: J f�-m E S , SON.) Planning &Zon n� ree Administrator Project: N if tI v S EPublic Work ublic Utilities —Fub is a ety Fire Services 1 Review fee $ 2 S%� Dept Signature 6.4 { 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 (li Division of Hotels and Restaurants. Division of Alcoholic Beverages and Tobacco Other: APPLIC STATUS Reviewing Department First Review: pproved. ❑Denied. ❑Not applicable (Circle one.) Comments: 2>": BUILDING PLANNING &ZONING Reviewed by: 1- �4-----`/ ---'Date: /l--Zai"ler 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 fr City of Atlantic Beach PUBLIC UTILITIES DEPARTMENT 902 Assisi Lane Jacksonville, FL 32233 (904) 247-5834 NEW WATER / SEWER TAP REQUEST Date //--- -/ - / e‘.-5-- Service Address 77 U VECvwA 16 Number of Units ,' Commercial Residential Multi-Family New Water Tap(s) & Meter(s) Meter Size(s) 3/9 New Irrigation Meter Upgrade Existing Meter from to (size) New Reclaim Water Meter Size New Connection to City Sewer Applicant Name Billing Address City State Zip Phone Email Applicant Signature CITY STAFF USE ONLY Application # / :5 f — D 3V z Mg7 A Water System Development Charge $ P Jia, ` Z30 Sewer System Development Charge $ Water Meter Only $ Reclaim Meter Only $ Water Meter Tap $ Sewer Tap $ Cross Connection $ L5-Ve, dC Other $ TOTAL $ L5► LX) (Notes) APPROVED '" (.4 —'i—%....____ Date M---2-6—"/1"-----' b►c Utilities Director or Authorized Signature ALL TAP REQUESTS MUST BE APPROVED BY THE PUBLIC UTILITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED OFFICE Cs Building Permit Application Updated 12/8/17 7�v City of Atlantic Beach 800 Seminole Road,Atlantic Beach,FL 32233 n 1` Phone:(904)247-5826 Fax:(904)247-5845 I �( Q Job Address: / VaC-a--Q D nv� Permit Number: r�e S l U 03 U 2 Legal Description Ln - 13 1131$( I'S. Ya Pc-kinks- U 2 } / DUI-V(4 63 RE# /7/363 -000O c Valuation of Work(Replacement Cost)$ A.,7;76 6o0 Heated/Cooled SF " 7-- Non- Heated/Cooled `oO • Class of Work(Circle one):C Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial ResOtial • If an existing structure, is a fire sprinkler system installed? (Circle one): Yes (.41 mil/ • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: Re.. cons- LCCft r� e-t6,;-1 Florida Product Approval# J for multiple products use product approval form Property Owner Information Name: /11 a„sori l>0 r,,1' Address: '7'7 g Vec City {'(Q t [- 3 Cc Ct State a Zip 32233 Phone q0,-/- 3'g -‘,2 E-Mail in a. o -I-P?-- ( yGI x,00, Cc i-i Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information _ _ Name of Company: Tic-o-r S r ,SOY' /0U/kie f Quali Ing Agent: JG� Address /e Jr �S' '''t '(21 5' City ',J(c i✓J. State f/ Zip J22fa Office Phone 5—e 9 d✓/Z_ Job Site/Contact Number 5 1 O,-5/ �- State Certification/Registration# Gee 04.11/47/.3 E-Mail Ye,..)%/ / ,S /96 l{ref 6 zd,sAi/. Architect Name& Phone# _ - Engineer's Name&Phone# i/ /(— 1t) idq C� b e?J - 52D() Workers Compensation / Exempt/Insurer/Lease Employees/Expiration 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 regulationg construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies, or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. (Signature of Owner or Agent) (Si ture of Contractor) (including contractor) Si ned and sworn to(or affirmed) before me this 30 day of Si d and sworn to(or affirmed)before me this /("clay of (L/ o26/ , by is Ln y Si b�rl (Signature of Notary) 614/111(44.14.9:sq,Aotary)ANNA P.RICHMAN f,jPersonally Known OR tp1e!`;:p'k� ANNA p.( { ersonally Known OR # 4, MY COMMISSION#FF 901383 [ 1 Produced Identification * ; * MY COMMISSION It FF 901383 [ ] Produced Identification e> o EXPIRES:August 17,2019 Type of Identification: �� EXPIRES:August 17,2019 Type of Identification: a��` Bonded Thai Budget Notary Services 4, ,,,„F3 Loded Thru Budget Notary services Revision Request/Correction to Comments **ALL INFORMATION ,�? �� HIGHLIGHTED IN iii Y ii_` City of Atlantic Beach Building Department GRAY IS REQUIRED. 15'1' . v� 800 Seminole Rd, Atlantic Beach, FL 32233 / p' —0139. Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#:�.SI 8=63Ez Revision to Issued Permit OR .Corrections to Comments Date: / /l /� Project Address: 77c 0 (.0(114-G` far U-€ Contractor/Contact Name: 36077 / 6'""e-s-- Contact Phone: cd r t( Z_ Email: CO ( / J AiY1'.S® I qCti6 6a4e , LcAw-• Description of Proposed Revision/Corrections: 2 - .0,/-e_f- , 6 L- - /-=:--S Aver r Ft- Pro 3 c-t..c_ c o d e c( 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? IINo , _,Yes(additional s.f.to be added: ) • Will proposed revision/corrections add additional increase in building v lu to original submittal? riNo rl*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 Fe ID ue$ Revision/Plan Review Comments i�tx>�ent Review Required: • :wilding � Planning&Zoning Reviewed By Tree Administrator Public Works Public Utilities / 2- 18--t Public Safety Date Fire Services Updated 10/17/18 I el (1C-11-\-N:r , . S�� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD !;)ttff ATLANTIC BEACH, FL 32233 (904) 247-5800 BUILDING REVIEW COMMENTS Date: 12/10/2018 Permit#: RES18-0382 Site Address: 778 VECUNA RD Review Status: denied RE#: 171353 0000 Applicant:JAMES & SON BUILDERS, INC Property Owner: Mason Porter Email: scottes.1966@gmail.comjam Email: masporter@yahoo.com Phone: 9045090812 Phone: 9045882091 9045090812 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. 2 copies of the ICC-ES Evaluatio Report .r the James Hardie Building Products. This will be used for the in-progress siding inspection. I ontr.. or/siding installers should know which wind zone this address is in. 2. Submit the FL# for the garage se is al roll up door now or a revision will be required before the final building can be done and a$50 r-, sion fee assigned. /71 2 Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5 844 Email:mjones@coab.us Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which 11.Apt, Revision Request/Correction to Comments **ALL INFORMATION �� HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. 'a 800 Seminole Rd, Atlantic Beach, FL 32233 "'.? Phone: (904) 247-5826 Email: Buildin - e t coab.us PERMIT#: f���.s/c_U Revision to Issued Permit OR Corrections to Comments Date: /62/69 II Z Project Address: 7 --) g Ve_ Ort v Contractor/Contact Name: (o Jo `ties AtAacte.f-S Contact Phone: (0`1'-5-6 [ Oo /2_ Email: 5C,n fr 14 ✓ ie,S SII° (- q andA--L' C0�1 Description of Proposed Revision/Corrections: Q Re-t 2 $.4- 1Pla,- w/ PE Added Qeyisei Cher-y /cs Qe,i 2 Pear Plan to shdrJ Tatniux,ed /ad,' �r Masks- $ 441 2 Wtitdt .is. (C!ou4&) 6) ies F[ . A-aduc - � prd►r2El .1--114 SktG& .5 rn.*}e / Pr i n. Evi Q-A. d PdI(c� Incl_ uc.�`f" Sctt d- c{S affirm the revision/correc�Cidn to comments is inclusive of the proposed changes. (printed n me) • W. proposed revision/corrections add additional square footage to original submittal? No Yes (additional s.f.to be added: ) _ 2l3 • Will oposed revision/corrections add additional increase in building value to original submittal? o 'i*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 Du: $ 0 00 Revision/Plan Review Comments partiwnt Review Required: Buildin anning&Zoning Reviewed By Tree Administrator Public Works Public Utilities Public Safety Date Fire Services Updated 10/17/18 CITY OF ATLANTIC BEACH r I ;} 800 SEMINOLE ROAD -r ATLANTIC BEACH, FL 32233 (904) 247-5800 Uii)�r BUILDING REVIEW COMMENTS Date: 11/26/2018 Permit#: RES18-0382 Site Address: 778 VECUNA RD Review Status: denied RE#: 171353 0000 Applicant:JAMES&SON BUILDERS, INC Property Owner: Mason Porter Email: scottjames.1966@gmail.com Email: masporter@yahoo.com Phone: 9045090812 Phone: 9045882091 9045090812 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. 2,1616 Correction Comments: Contractor shall initial and date on 2 separate site plans the Finish Floor Elevation. Form Board survey / inspection will be performed at the slab inspection based on the F.F.E elevation. til. On the energy calculations; the equipment sensible load Btuh#s, equipment latent load Btuh#s and equipment total latent(sens+ lat) Btuh#s do not match the Manual S Cooling Equipment Design Condition Btuh#s. I notice that on page 1 of the Project Summary,under Sensible Cooling Equipment Load Sizing,the line stating 'Use manufacturer's data',the rater put in 'n'. This should be an 'y' there to how that design information was put into the manual S software program. Both windows in the owner's bath shall be tempered. R308.4.5. Revise plans to show they are tempered, ✓ cloud the changed areas and submit 2 copies of that page, sheet#1. 4. 2 copies of the Florida Product Approval Information Sheets from the Building Department shall be submitted for all components and cladding items. 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 &IV! I -P� R-ev et,,/ C-0rr w.p✓t-(-S !/-ZG-` /n U Resubmittal Notes: PERMITTED BUILDING DATA DO NOT WRITE BELOW — OFFICE USE ONLY Applicable Codes: 6th Edition (2017) Florida Building Code DEVELOPMENT SIZE: Habitable Space (ft') /7a r Non-Habitable Space (ft') /OO7 LAND INFORMATION: Zoning District S - .Z Flood Zone/,/\('' Minimum FFE BUILDING INFORMATION: Construction Type a Occupancy Group S,ns tit e-deS- Number of Stories Max Occupancy Load Fire Sprinklers Required //1.//q— CONDITIONS/ V/3CONDITIONS/ COMMENTS: Rev. 2.7.2018 Doc # 2018271155, OR BK 18599 Page 1802 , Number Pages : 1 , Recorded 1018 11 : 46 AM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNTY $10 . 00 RECORDING $10 , 00 Perm, . - :1�Q 3 - OFFICE . •OXY NOTICE OF COMMENCEMENT State ofF I fU f'1 l A: Tax Folio No.%? 353•'DOOU • OU County Of .Va.� . 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 CO CEMENT. Legal Description of property,being improved'`L cit 13, b loc.& IS Knot/ P4r/n1s 'VA 4- ''w n 4) Address of property being unproved: "i9 g VQ_C Ln La Or. J f o/nc� Pf1Q�'' ( t ' ` ' 3 General description of improvements:•rip.k) rOI1 IYZCGj.Th cS ASIe. 'fy"1P� ea S1etan1r we111n9 .. Owner )�.a_San rl �e Y-�P_/' . .. Address: �7 7 8 v - - -i D r. /-t-t a�iz c S PAGE R. wner's interest in site of the improvement: • tt e S,mI. • 3 t2,33 F imple Titleholder(if other than owner) • - • • Name } Contractor~ J�• ?f 5.- -5.1.‘ • ,W l/ `//I' Address: /Z 9 /J"�.• :&-c- S.:'. cic� Eel, . 7f7 3 2z.S7O - Telephone No.: `')V Sa 2esve • Fax No: "-- Surety(if any) .n • .. • -Address: : • t •Amount of Bond$ Telephone No: Fax No: _ Name and address of any person making a loan for the construction of the improvements '- Name: h f °l • . . • Address: • 1 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: /yl&SO f PO lam-(-e/' Address: /, qo T(-v 1,,JOO c Dr; ': f.Qj2} L rte.: & c( •rt. 2 Z (o Telephone No 9OY-5-iro 09/ FaxNo.• fb'1;1)-6.2-4 35-F 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. •#)/A • Address' • Telephone No: Fax No: - •Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): vTHIS SPACE FOR RECORDER'S USE ONLY OWNER i Signed , • ; -. ,. i . ..• Date. �/ of 48 - ...Before me this /o day of Al o vt.�6e.. ' in the County of Duval,State ,Of Florida,has personally appeared f't4 f•ori- .tiO r4€.." Notary:Public at Large,State of Florida,County of R1 k, A11NA P flICHAtAPI - My commission expires. *, * Myr rys nr931 83or • Personally Known: •� :17' C P RES-August1t20t8 Produced Identification ® - /��,,L.'s 4 . •.. ,diet Norysmke,— • . RONALD I.OGAWA ASSOCIATES,INC. OFFICE COPY 16835 ALGONQUIN STREET#443 HUNTINGTON BEACH,CA 92649 714-292-2602 714-847-4595 FAX ill,/////i///oo�'ii PROJECT-RIO-2683-17 ttdd Q,. QGq�9 JAMES HARDIE BUILDING PRODUCTS,INC. ,1 `` 1-888-542-7343 +� • n10@jameshardie.com \'�� 'N 'w.• ` �� ,. r • "vir'121 2015 IBC,2017FBC 2015!BC.2017FBC e Allowable,Ultimate Allowable.Nominal . -524, -• STA OF ' Design Wind,Speed. Design Wnd.Snead, n- %Z.4 ,�+ (3-second gust mph) (3-second ust mph) _O'C`-1/4 F�So. O R 1Q I',•'��� +11+y AppBnWe to methods . viONAL t specified in(2 1015 IBC. Appm methods A f 2077 PBC)Sectionspecified In Excep5ons 1 ''.i/fir0// Co' ` 1609.1.1.a3 determined bythrouh 3011201determined Figures 1809.3(1), 2017 FRC]section 1609.3(2),or 1609.3(3) 1609.1.1. Coefficients used in Table 8 calculations for V,n Wind etposure CategotM Wind elposure category String K, Product Stud Building Allowable - Pmduct Thickness Wdih Fastener Fastener Frame (inches) Type Spacing Type Spacing Height? B C D B C D (inches) (inches) (feet) Load (PSF) Exp B Exp C Exp D Ka Ka GC, OCP 0-15 213 193 175 166 149 136 -65.3 0.7 0.85 1.03 6060 1 0.85 -1.4 0.18 2D 213 188 171 165 145 133 -65,3 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 213 164 168 165 142 130 55.3 0.7 0.94 1.12 1 0.85 -1.4 0.18 No.11 ga. -30 213 180 165 165 _ 139 128 .85.3 0.7 0.98 1.16 1_0.85 -1.4 0.18 X 1-314' 2X4 35 208 177 163 161 137 126 -65.3 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 725 long Blind nail Wood 16 40 204- 174 181 158 135 125 -65.3 0.76 1.04 122 1 0.85 -1.4 0.18 Roofing SPF° 45 201 172 159 156 134 124 -65.3 0.785 1.065 1.245 1 0.85 -1.4 0.18 nail 50 198 170 158 153 132 122 -65.3 _ 0.81 1.09 1.27 1 0.85 -1,4 0.18 55 195 169 157 151 131 121 -65.3 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 193 167 155 149 130 120 -65,3 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 160 142 133 124 110 103 -65.3 0.99 1.28 1.43 11o60 1 0.85 -1.8 0.18 0-15 i 208 189 172 161 146 133 , -62.6 0.7 0.65 1.03 h580 1 0.85 -1.4 0.16 20 208 184 _ 168 161 142 130 -.8 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 t 208 180 165 161 139 128 -62.6 0.7 0.94, 1.12 1 0.85 -1.4 0.18 No.11 ga. 30 208 176 162 161 136 125 -62.6 0.7 0.98 1.16 1 0.85 -1.4 0.18 X 1-3/4' 2X4 35 204 6. 173 161) 158 134 124 -62.6 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 7.5 long Blind nail Wood 16 40 _ 200 171 158 155 132 122 -62.6 0.78 1.04 122 1 0.85 -1.4 0.18 Roofing SPF 8 45 , 197 169 156 , 152 131 121 • -626 0.785 1.065 1.245 1 0.85 -1.4 0.18 nail 50 194 167 155 150 129 120 -626 0.81 , 1.09. 1.27 1 0.85 -1.4 0,18 55 191 165 153 148 128 119 -626 0.83 1.11 129 1 0.85 -1.4 0.18 60 189 164 152 146 127 118 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 156 139 130 121 107 101 0.99 116 1.43 Iv60 1 0.85 -1.8 0.18 0-15 200 182 165 155 141 128 0.7 0.85 1.03 1ns60 1 0.85 -1.4 0.18 20 200 177 161 155 137 125 -580 0.7 0.9 1.08 1 0.85 -1A 0.18 25 200 173 _ 158 155 134 123 -58.0 0.7 0.94 1.12 1 0.85 -1.4 0.18 No.11 ga. 30 200 169 156 155 131 121 -58.0 0.7 0.98 1.16 1 0.86 -1.4 0.18 X 1-3/4' 2X4 35 196 167 154 152 MEI 119 -58.0 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 8 long Blind nail Wood 16 40 192 ' 164 152 149 127 118 -59.0 0.76 1.04 1.22 1 0.85 -14 0.18 Roofing SPF 8 45 189 162 150 147 126 116 -58.0 0.785 1.085 1.245 1 0.85 -1.4 0.18 nail 50 186 161 149 - 144 124 115 -58.00.81 1.09 1.27 1 0.85 -1.4 0.18 55 184 159 148 143 123 114 -58.0 083 1.11 1.29 1 0.85 -1.4 0.18 60 182 158 147 141 122 113 58.0 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 151 133 125 117 103 97 58.0 0.99 126 1.43 1060 1 0.85 -1.8 0.18 0-15 197 179 162 152 138 126 -55.9 0.7 0.85 1.03 11s60 1 0.85 -1.4 0.18 20 197 174 158 152 134 123 -55.9 0.7 0.9 1.09 1 0.85 -1.4 0.18 25 197 170 156 152 132 120 -55.9 0.7 0.94 1.12 1 0.85 -1.4 0.18 No.11 ga. 30 197 166 153 152 129 118 -55.9 0.7 0.98 1.16 1 0.85 -1.4 0.18 X 1-3/4' 27(4 35 193 164 151 _149 127 117 -65.9 0.73"1.01 , 1.19' 1 0.85 -1.4 0.18 HardiePlank 5/16 8.25 long Blind nail Wood 16 40 189 161 149 146 125 115 -55.9 0.76 1.04 1.22 1 0.85 -1.4 0.18 Roofing SPF° 45 186 160 148144 124 114 55.9 0.785 1.085 1245' 1 0.85 -1.4 0.18 nail 50 183 158 145 ' 142 122 113 ' -55.9 0.81 r 1.09' 127 1 0.85 -1.4 0.18 55 181 156 145 140 121 112 55.9 0.83 1.11 k 129 1 0.85 -1.4 0.18 60 179 155 144 138 120 111 -55.9 0.85 1.19 1.31 / 0.85 -1.4 0.18 100 148 131 123 114 101 95 -55.9 0.99 1.26 1.43 6,60 1 0.85 -1.8 0.18 0-15 184 167 152 _ 143 129 118 , -48.9 0.7 _0.85 1.03 hs60 1 0.85 -1.4 0.18 20 , 18.4 ,162 148 143 126 115 -48.9 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 184 159 145 143 123 113 . -48.9 0.7 0.94 1.12 1 0.85 -1.4 018 No.11 ga. 30 184 156 143 143 120 111 -48.9 0.7 0.98 1.16 1 0.85 -1.4,0.18 X 1-3/4' 2X4 35 180 153 141 140 119 109 -489 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 9.25 long Blind nail Wood 16 40 177 151 139 137 117 108 -48.9 0.78 1.04 1.22 1 0.85 -1.4 0.15 Roofing SPF° 45 174 149 138 135 116 107 -48.9 0.785 1.085 1.245 1 0.85 -1.4 0.18 nail 50 171 147 137 133 114 106 -48.9 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 169 146 136 131 113 105 -48.9 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 167 145 135 129 112 104 -48.9 0.85 1.13 1.91 1 0,85 -1.4 0.18 8 100 138 123 115 107 95 89 -48.9 0.99 1.21.43 6060 1 0.85 -1.8 0.18 18 I RONALD I.OGAWA ASSOCIATES,INC. 16835 ALGONQUIN STREET#443 HUNTINGTON BEACH,CA 92649 714-292-2602 714-847-4595 FAX PROJECT:RIO-2686-17 JAMES HARDIE BUILDING PRODUCTS,INC. /± 1-888-542-7343 '1 `,f#`'p1?AW4"''- info ameshardie.com 1,,,, ll Table 6,Allowable Wind Speed(mph)for HardiePanel Siding(Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3)' Ø•- • � ti21 a 1. 201518C,2017 F8C 2015 IBC,2017 FBC Allowable,Ultimate Allowable.Nominal y Design Wind,Speed, Design Wind,Speed, - E IF h (3-second gust mph) (3-second gust mph) =_�'PO^ FL0 110 •�, s) APphcable to methods A to methods r�{1 specified in 1201518C, (7 CI(� 1 h1 spetlfiad in Exceptions 1 s V �J I1!t'�1' 20-17 1809.1.1.as dtetemaned by 21117 F C Section Section through 3 0/12015 5IBc "`..i./I///l.. Figures 1609.3(1).(2),or 1609.1.1. (3). Coefficients used In Table 6 calculations for V,,,, Wind exposure category Wind exposure category Siang K, Product Stud Building Plowable Width Fastener Fastener Frame91 lri Product illicitness Sealing Height'• B C D B C D DO91 Load (inches) (inches) Type Spacing Type (des) (feet) (PGF) FSB ExpC EapO Ka Ka GCS GCI„ 0-15 186 - 168 153 144 130 118 -49.7 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 186 164 149 144 127 118 - -49.7 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 186 160 147 144 124 , 114 -497 0.7 0.94 1.12 1 0.85 -1.4 0.15 30 185 157 144 144 , 121 112 -49.7 0.7 0.88 1.16 I 0.85 -1.4 0.18 2X4 35 182 154 r 142 141 120 110 -49.7 0.79 1.01 1.19 1 0.85 -1.4 0.18 HardiePanele 5/16 48 6d 6 wood 16 40 178 152 141 138 118 109 -49.7 0.76, 1.04 1.22 1 0.85 -1.4 0.18 common Hem-Fir 45 175 150 139 136 117 108 -49.7 0.785 1.085 1.245 1 0.85 -1.4 0.18 50 172 149 138 134 115 107 -49.7 0.81 ' 1.09 1.27 1 0.85 -1.4 0.18 55 170 147 137 132 114 106 -49.7 0.83 1.11 1.29 i 1 0.85 -1.4 0.18 60 168 146 136 130 113 105 -49.7 0.86 1.19 1.31 1 0.85 -1.4 0.18 100 139 124 116 108 96 90 -49.7 0.991 128 1.49 8,80 1 0.85 -1.8 0.18 0-15 233 212 192 181 164 149 -78.7 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 , 233 206 188 181 159 146 -78.7 0.7 0.9 1.08 1 085 -1.4 0.18 25 233 201 185 181 166 143 -78.7 0.7 494 1.12 1 0.85 -1.4 0.18 l 30 233 197 181 181 ' 153 140 -78.7 0.7 0.98; 1.16 1 0.85 -1.4 0.18 2X4 35 229 194 179 177 151 139 -78.7 ' 0.73 1.01 1.19 1 1 0.85 -1.4 0.18 HardiePanel8 5116 48 4 wood 16 40 224 192 177 174 148 137 ' -78.7 0.76 1.04; 1.22 1 0.85 -1.4 0.18 common Hem-Fir 45 220 189 175 171 147 136 -78.7 10.785 1.065 1245 1 0.85 -1.4 0.18 50 217 187 173 168 145 134 -78.7 0.81 1.09 127 i 1 0.85 -1.4 0.18 55 214 185 172 166 144 133 -78.7 023 1.11 129 1 0.85 -1.4 0.18, 60 212 184 171 164 142 132 -78.7 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 175 , 155 146 136 120 113 -78.7 0.99 126 1.43 8,60 1 0.85 -1.8 0.18 0-15 147 134 121 114 103 94 -31.3 0.7 0.85 1.03 hse0 1 0.85 -1.4 0.18 20 147 130 119 114 101 92 -91.3 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 147 127 116 114 98 90 -31.3 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 147 1 124 114 ' 114 96 89 -313 0.7 0.98 1.16 1 0.85 -1.4 0.18 2.X4 35 144 ' 123 113 112 95 87 -31.3 0.73 1.01 1.19 1 0.85 -1.4 0.18 Gd HardiePaneba 5/16 48 on 6 wood 24 40 141 121 112 109 94 86 -31.3 0.78' 1.04 1.22 1 0.85 -1.4 0.18 comm Hem-Fir 45 139 , 119 , 110 108 92 86 r -31.3 0.785 1.085,1245 1 0.85 -1.4 0.18 50 137 118 - 106 91 ( - -31.3 r 0.81 1.09 1.27 1 485 -1.4 0.15 55 135 117 - , 105 91 - 4. -31.3 0.83 1.11 129 1 0.85 -1.4 0.18 60 134 116 ( - 103 90 ) - -31.3 ' 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 i 111 - - 86 - - -31.3 4,0.89 1.26 1.43 (p60 1 0.85 -1.8 0.18{ 0-15 182 165 150 141 , 128 116 -47.7 0.7 0.85 1.03 hsI30 1 0.85 -1.4 0.18 20 1 182 , 160 146 , 141 124 ' 113 , -47.7 0.7 0.9 ' 1.08 1 0.85 -1.4 0.18 25 182 157 144 141 121 l 111 -47.7 0.7 '0.94 1.12 1 0.85 -1.4 0.18 30 182 ' 154 ) 141 141 , 119 ' 109 -47.7 ' 0.7 0.98 1.16 1 0.85 -1.4 0.18 2X4 35 178 151 139 ' 138 117 108 -47.7 0.73 1.01 1.19 1 9.85 -1.4 0.181 HardiePane5 5/16 48 6d 4 wood 24 40 174 149 138 135 116 107 -47.7 0.78 1.04 1.22 1 0.95 -1.4 0.18 common Hem-Fir 45 172 147 136 133 114 106 -47.7 9785 1.085 1245 1 9.65 -1.4 0.18 50 169 146 135 131 113 105 -47.7 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 167 144 134 129 112 104 47.7 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 165 143 133 128 111 103 -47.7 0.85 1.13 1.31 1 0.85 -14 0.18 100 137 121 114 106 94 88 -47.7 0.99 126 1.43 8,60 1 0.85 -1.8 0.18 0-15 144 131 119 112 101 92 -30.0 0.7 0.85 1.03 11680 1 0.85 -1.4 0.18 20 144 127 116 112 98 90 -39.0 0.7 0.9 1.08 1 0.85 -1.4 0.18 4d,0.091 25 144 124 114 112 96 88 -30.0 0.7 0.94 1.12 1 0.85 -1.4 0.18 X 30 144 122 112 112 94 87 -30.0 0.7 0.98 1.16 1 0.85 -1.4 0.18 in.shank0225 R 4 edge 2X4 , 35 141 120 111 109 93 86 70.0 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePanef& 5/16 48 wood 16 40 139 118 - 107 92 - -30.0 0.78 1.04 1.22 1 0.65 -1.4 0.18 HD X 1.5 8 geld SG20.36 45 136 117 - 105 91 - -30.0 0.786 1.085 1246 1 0.85 -1.4 0.18 in.b^9 ring 50 134 116 - 104 89 - -30.0 ' 081 toe 127 1 0.85 -1.4 0.18 shank nail 55 132 114 - 103 89 - -30.0 0.83 1.11 1.29 1 0.85 -1,4 0.18 60 131 113 - 101 88 - -30.0 085 1.13 1.31 1 0.85 -1.4 0.18 100 - - - - - - -30.0 0.99 1.28 1.43 I> 1 0.85 -1.8 0.18 6 • OFFICE COPY PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH,FLORIDA Project Name: „-.4.7c'i-e6e Permit # Project Address: '2 ?I C/eC rr t'e 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 .roduct approval may be obtained at:www.floridabuilding,org. Category/Subcategory I Manufacturer Product Description Limitation of Use State# Local# A. EXTERIOR DOORS 1. Swinging / S e 2 c_.5- 2. Sliding ������ i6)ri(,a,01 3. Sectional /6660/i/ 4. Roll up 5.Automatic 6. Other B. WINDOWS 1. Single hung Tc (we L'1 /'<-w 9Se 3 2.Horizontal slider 3. Casement 4.Double hung 5.Fixed 6.Awning 7.Pass-through 8.Projected --' 9.Mullion 10. Wind breaker 11.Dual action - 12. Other Category/Subcategory Manufacturer Product Description (Limitation of Use State# Local# 1 C. PANEL WALL 1. Siding Cif N Z. 2. Soffits `, 3.EIFS � _ k.?/q z. 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 p id 12 V. I 2. Underlayments 3. Roofing fasteners 4.Nonstructural metal roof 5.Built-up roofing 6. Modified bitumen 7. Single ply roofing 8. Roofing tiles 1 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 - iIMMO roof ' 17. Other 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 S, y� S�,^ 16)00 ?P /2 2. Truss plates Y 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 - Category/Subcategory Manufacturer I Product Description Limitation of Use State# Local# H. NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. 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) 5 c7 7r J`1.-"e-5 (Signature) Company Name: j ez446 '- 5 - /)d/ /676.--f Mailing Address: / f / City: State: J— Zip Code: ??S-c-) Telephone Number: ( ,Z)e/c SC") 7 -- ) c1` Z Fax Number: ( ) Cell Phone Number: (rCj//) Ye) 9 c)e57 E-mail Address: I T /9(16' © 6 1"L1'`/ of - •ilk Job Number. 606318 Ply: 1 SEQN:890170 /T19 SPEC Cust:R9353 JRef: 1WeK93530005 778 VECUNA DR. DUVAL CTY(JAMES&SONS)778 VECUNA DR. DUVAL CT Qty: 5 FROM: DrwNo: 264.18.1329.24660 Truss Label: Al JB / DF 09/21/2018 610"8 12'11"319' 25'7"4 32'6"4 36'2"6 41' 6,10"8 6.0"11 I 6'0" 13 I 67"4 6'11" I 3,8"2 4'9"10 w 5X6E('•) 12 �6Xp(•�� ..--3X44 4 V 2X4 r Cit/N44. 5X5(•') r G I,- ` 4X4 IB II.-.3 ,.(A1) R Q P B4 ON- i-• a J 5X8(•') =5X8(") m5X6(••) M K =4X6(•') H0610(1) w4X8[32] - 1112X4 lII2X4 1112X4[24] 1 97"12 j 3174 1 97"12 9'9"4 6'10125'7'4 1' 4'11"10 2 I 9'2'12 I 19' I 25'10"12 I 31'6" 1376" 35"6 I 41' 12 I 36,0"I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.261 M 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.482 M 787 180 B 231 /-290 /- /96 /113 /150 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.064 K - - R 2164 /- /- /1054 /- /- EXP:B Kzt:NA HORZ(TL): 0.118 K - - I 1173 /- /- /679 1- /- Des Ld: 37.00 Mean Height:15.00 ft � ) Wind reactions based on MWFRS NCBCLL: 10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.972 B Brg Width=3.5 Min Req= 1.5 BCDL:5.0 psf R Brg Width=5.5 Min Req=2.6 Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.968 I Brg Width=5.5 Min Req= 1.5 Spacing:24.0" C&C Dist a:4.10 ft Rep Factors Used:Yes Max Web CSI: 0.888 Bearings B,R,&I are a rigid surface. Loc.from endwall:not in 13.00 ft FT/RT/PT:20(0)/5(2)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.33 WAVE,HS VIEW Ver.17.02.02A.1213.21 Chords Tens.Comp. Chords Tens. Comp. Lumber Purlins B-C 1357 -210 F-G 384 -1952 Top chord 2x4 SP#2 In lieu of structural panels or rigid ceiling use purlins C-D 1572 -269 G-H 606 -3594 Bot chord 2x4 SP#2:84 2x4 SP SS Dense: to laterally brace chords as follows: D-E 248 -899 H-I 434 -2576 Webs 2x4 SP#3 Chord Spacing(in oc) Start(ft) End(ft) E-F 252 -908 TC 69 -2.00 19.00 Bracing TC 34 19.00 43.00 (a)Continuous lateral restraint equally spaced on BC 52 0.15 32.65 Maximum Bot Chord Forces Per Ply(lbs) member.Or 1x4'T'reinforcement.80%length of BC 112 32.65 40.85 Chords Tens.Comp. Chords Tens. Comp. web member.Same species&SRB grade or better, Apply purlins to any chords above or below fillers attached with 8d Box or Gun(0.113"x2.5",mrn.)nails at 24"OC unless shown otherwise above. B-R 297 -1262 N-L 3362 -479 6"oc. Q-P 1770 -218 K-I 2402 -356 P-N 3431 -496 Plating Notes (I)-plates so marked were sized using 0% Maximum Web Forces Per Ply(lbs) Fabrication Tolerance,2 degrees Rotational Webs Tens.Comp. Webs Tens. Comp. Tolerance,and/or zero Positioning Tolerance. pistiNtitfrrkrhj«rif1y� C-R 165 -426 P-G 288 -1691 (")7 plate(s)require special positioning.Refer to H. r,. R-D 476 -2161 G-L 679 -31 scaled plate plot details for special positioning �.`y •.......... `.041) �'4?. D-Q 1023 -131 L-K 2332 -340 /requirements. NV i••.c ' (S`:' 4. �0 �y Q-F 257 -1139 L-H 1011 -147 Plate Shift Table al. `-- F-P 559 -5 K-H 136 -603 JT Plate Chord JT Plate Chord • Q 708 k 1 ti ^i No Size Shift Bite No Size Shift Bite s • [24] W2X4 S 2.75 [32] W4X8 2.00 R 1.50 z * ; • c r Wind • Wind loads based on MWFRS with additional C&C ,,d s• S AT " 0 ;4:4 member design. 3 ep •. P// .6• f Additional Notes �� 'j. 1, •SV Negative reaction(s)of-290#MAX.from a non-wind �,tJ 'I/ON n �7 load case requires uplift connection.See Maximum COA#0 '1f It Reactions. 41►lkm smolt 09/21/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing,and bracing._Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)f tr safely practices prior to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to Al LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Build1iing Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,Installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of pproTessionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite F 305 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 606318 Ply: 1 SEAN:890175 /T4 SPEC Gust:R9353 JRef: 1WeK93530005 ' 778 VECUNA DR. DUVAL CTY(JAMES&SONS)778 VECUNA DR. DUVAL CT Qty: 3 FROM: DrwNo: 264.18.1329.27910 Truss Label: A2 JB / DF 09/21/2018 6'10"8 1711" 19' 26'4"4 33'5" 6'10"8 I 6'0"8 I 6'1" I 7'4"4 I 7'0"12 17 =5X5 E Tr T 12 5Xp(") ;3X4 4 L- ••% F II: 2X4iie. _ Er, C 4X4 ch GH B t5 t5 A m.- 1 m3',',(A1) =5X6(N) =5X8(") =6X6") 1112X45] 1- 9'2"12 * -- 24'9"4 i 9712 9'9"4 7'7"12 611" 5"4 2' I I I I 9'2"12 19' 26'7"12 33'6"12 1314' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 ,Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.047 F 999 240 Loc R4' /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.088 F 999 180 B 397 /- /- /200 /22 /110 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.015 H - - M 1441 /- /- /744 /- /- Des Ld: 37.00 EXP:B Kzt:NA HORZ(TL): 0.028 H - - I 890 /- /- /477 /- /- Mean Height:15.00 ft Wind reactions based on MWFRS NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 TCDL:4.0 psf B Brg Width=3.5 Min Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.976 M Brg Width=5.5 Min Req= 1.7 Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.905 Spacing:24.0" C&C Dist a:3.40 ft Rep Factors Used:Yes Max Web CSI: 0.810 I Brg WidthM,=5.5 Min Req= 1.5 0/5 2/4 0 Bearings B,M,&J are a rigid surface. FT/RT/PT:20 Loc.from endwall:not in 9.00 ft ( ) ( ) ( ) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): - Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Chords Tens.Comp. Chords Tens. Comp._ Lumber Wind C-D 455 -126 E-F 230 -895 Top chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C D-E 223 -877 F-G 264 -1322 Bot chord 2x4 SP#2 member design. Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Bracing Chords Tens.Comp. Chords Tens. Comp. (a)Continuous lateral restraint equally spaced on M-L 452 -63 L-K 1210 -203 member.Or 1x4'T'reinforcement.80%length of web member.Same species&SRB grade or better, attached with 8d Box or Gun(0.113"x2.5",min.)nails Maximum Web Forces Per Ply(lbs) ©6"oc. Webs Tens.Comp. Webs Tens. Comp. Plating Notes C-M 164 -408 L-F 143 -486 M-D 340 -1240 K-G 1181 -185 (")4 plate(s)require special positioning.Refer to D-L 428 -44 G-J 221 -822 scaled plate plot details for special positioning requirements. ,otkittiifftft tl�li�ttit",,,,g Plate Shift Table +�H."" ���,,,r,� JT Plate Chord JT Plate Chord o '�*.•"� + A.61✓F�^,`� No Size Shift Bite No Size Shift Bite �� ; .�► '.�� " I M. [25] W2X4 S 2.75 I � \ =, Purlins s 0.708 41 11 In lieu of structural panels or rigid ceiling use purlins : �, a to laterally brace chords as follows: * C Chord Spacing(in oc) Start(ft) End(ft) TC 70 -2.00 19.00 . A s• S AT ;. 0 ;� TC 50 19.00 34.00 BC 75 0.15 34.00 • `. /� 4 ��a� Apply purlins to any chords above or below fillers �`+++.;: �,+•� at 24"OC unless shown otherwise above. ••••'•••• Cj `r .,'4 S/0NAL t ��' coa,#o°�1P,rWp t �,t1t� 09/21/2018 ""WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall havea properly attachd rigid ceiling Locations shown for_permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or B10, as applicable. AppTy plates to each faceotruss and position as shown above and on the JointDetails, unless noted otherwise. Refer to A LP I N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW B ildiin CComponents Group Inc.shall not be responsible for any deviation from this drawin an failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover page.. 6750 Forum Drive listing this drawing,indicates acceptance of rooessionar engineering responsibility solely for the design shoviwn. The suitability Suite os and use of this awing for any structure is the responsibility the Building Designer per ANSI/TPI 1 Sgec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number. 606318 Ply: 1 SEQN:890178 /T23 HIPS Gust:R9353 JRef: 1WeK93530005 ~ 778 VECUNA DR. DUVAL CTY(JAMES 8 SONS)778 VECUNA DR. DUVAL CT Qty: 1 FROM: DrwNo: 264.18.1329.31087 Truss Label: A3 JB / DF 09/21/2018 6'6"8 121" 18' 20' 26'10"433'5" 6'6"8 5,8,.8 I 5.9.. I 2' I 6'10"4 I 6'6"12 I t =5X8(")SX F(") m.p.! T 12 es 5X5(") -,---3X4 4 V DG 2X4lorr ttoo C k4X4 HI io B ---'11111111111111111 4. ,T A 3 • is = 1 0 N M L K J --3,,(A1) m5X6("') =5X5(")a3 8 =6X6("") 1112X49] 1 97„12 - * 2474 ---- 1 9712 8'9"4 110" 7'3"8 6'5" 5"4J 2 I 9'2"12 I 18' 19'1 4 27'1"12 + 33'6"12 l' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.045 G 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.084 G 999 180 B 393 /- /- /199 /21 /105 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.013 I - - 0 1445 /- /- /745 /- /- Des Ld: 37.00 EXP:B Kzt:NA HORZ(TL): 0.024 I - - J 891 /- /- /479 /- /- Mean Height:15.00 ft Wind reactions based on MWFRS NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.982 B Brg Width=3.5 Min Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.818 0 Brg Width=5.5 Min Req= 1.7 Spacing:24.0" C&C Dist a:3.40 ft Rep Factors Used:Yes Max Web CSI: 0.651 J Brg Width=5.5 Min Req= 1.5 BLoc.from endwall:not in 9.00 ft FT/RT/PT:20(0)/5(2)/4(0) Members not 0, t K areaa forrcides surface. t GCpi:0.18 Plate Type(s): Members listed have forces less than 375# Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.33 WAVE VIEW Ver.17.02.02A.1213.21 Chords Tens.Comp. Chords Tens. Comp. Lumber C-D 468 -138 F-G 249 -945 Top chord 2x4 SP#2 D-E 228 -856 G-H 270 -1317 Bot chord 2x4 SP#2 Webs 2x4 SP#3 E-F 260 -834 Plating Notes Maximum Bot Chord Forces Per Ply(lbs) (-)6 plate(s)require special positioning.Refer to Chords Tens.Comp. Chords Tens. Comp. scaled plate plot details for special positioning N-M 761 -92 M-L 1211 -213 requirements. Plate Shift Table Maximum Web Forces Per Ply(lbs) JT Plate Chord JT Plate Chord Webs Tens.Comp. Webs Tens. Comp. No Size Shift Bite No Size Shift Bite C-O 159 -404 M-G 124 -433 [29] W2X4 S 2.75 O-D 353 -1226 L-H 1194 -201 Purlins ,ten D-N 507 -70 H-K 222 -830 In lieu of structural panels or rigid ceiling use purlins *'•�.ttNrtttpfr�t`r'i to laterally brace chords as follows: �P H. 1,.."4,,,.,, Chord Spacing(in oc) Start(ft) End(ft) ` •••s••••.•,,,i.."?, �y TC 71 -2.00 18.00 . lV,C S • !1 �i� TC 24 18.00 20.00 •F i . TC 53 20.00 34.00 = •• • BC 75 0.15 34.00 i • C • Apply purlins to any chords above or below fillers i •. O.708, 1 • at 24"OC unless shown otherwise above. - • _ . i : ' Wind J Wind loads based on MWFRS with additional C&C ,�• S •T ' 0 member design. 11.1 •`�4.r co iis9 /O NA1 „ etwtl,*.ir 09/21/2018 "'WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT`" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI ane SBCA)for saety actices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly 4 attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Appplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE rawings 160A-Z for standard plate positions. Alpine,a division of ITW Building omponents Group Inc.shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI/T 11,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of oro-tessionar engineering responsibility solely for the design shovlwn. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE: www.aipineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org ' Job Number: 606318 Ply: 1 SEAN:890181 /T24 HIPS Cust:R9353 JRef: 1WeK93530005 ♦ 778 VECUNA DR. DUVAL CTY(JAMES&SONS)778 VECUNA DR. DUVAL CT Qty: 1 FROM: DrwNo: 264.18.1329.33010 Truss Label: A4 JB / DF 09/21/2018 5'10"4 1011"416' 22' 27'10"4 33'5" 3p 5'10"4 I 51" I 5012 I 6' I 510"4 I 5'6"12 1 71 5X8(") =5X5f n'l 12 ,4X4 ;3X4 4 D G n5X5C(") 4X4 rn •e Hi l - T =3 (Al), =5X6( =3X4 =5X8") =4X4(24] 1112X4[27] r 9'212 * 249"4 i 2, I 9'2"12 I 6'9"4 I 510"4 I 6.3"8 I 55" 154 9'2"12 16' 21'10"4 251"12 33'6"12 34' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA: PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.041 F 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.078 F 999 180 g 384 /- /- /198 /20 /94 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.010 E - - 0 1458 /- /- /746 I- /- Des Ld: 37.00 EXP:B Kzt:NA HORZ(TL):0.019 0 - - J 890 /- /- /477 I- l- NCBCLL: 10.00 Mean Height:15.00 ft TCDL:4.0 psf Code I Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS B BrgWidth=3.5 Min Req1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.992 = Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.640 0 Brg Width=5.5 Min Req= 1.7 J Brg Width=5.5 Min Req= 1.5 Spacing:24.0" C&C Dist a:3.40 ft Rep Factors Used:Yes Max Web CSI: 0.448 Bearings B,0,&K are a rigid surface. Loc.from endwall:not in 9.00 ft FT/RT/PT:20(0)/5(2)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Chords Tens.Comp._ Chords Tens. Comp. Lumber C-D 496 -154 F-G 276 -1077 Top chord 2x4 SP#2 D-E 215 -794 G-H 269 -1271 Bot chord 2x4 SP#2 E-F 290 -971 Webs 2x4 SP#3 Plating Notes Maximum Bot Chord Forces Per Ply(lbs) (-)5 plate(s)require special positioning.Refer to Chords Tens.Comp. Chords Tens. Comp. scaled plate plot details for special positioning N-M 714 -99 M-L 1178 -224 requirements. Plate Shift Table Maximum Web Forces Per Ply(lbs) JT Plate Chord JT Plate Chord Webs Tens.Comp. Webs Tens. Comp. No Size Shift Bite No Size Shift Bite [24] W4X4 S 1.50 [27] W2X4 S 2.75 C-D 149 -407 -H 1177 -87 0-D 355-111811 HL-K 222 -8337 Purlins D-N 757 -161 �ttttlltMliilHhor In lieu of structural panels or rigid ceiling use purlins ' r�rii to laterallybrace chords as follows: H. '�','• Chord Spacing(in oc) Start(ft) End(ft) � �,16,f•�,s••••••.,,`1� �'1% TC 75 -2.00 16.00 .` e y`C,>� ,S % •:1'1 lir TC 67 16.00 22.00 . •• TC 59 22.00 34.00 •• • y BC 75 0.15 34.00 ie ! Apply purlins to any chords above or below fillers I aa.708 1 ' at 24"OC unless shown otherwise above. 1* i i : ' 1. Wind 0 r. • Wind loads based on MWFRS with additional C&C „ A s• S T ' 0 .' member design. % •• A : 4., a� O?..s.4� M`\00„4,it coeONAL_•r" 09/21/2018 '"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling. Locations shown for ermanent lateral restraint of webs shall havebracinginstalled per BCSI sections$3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin omponents Group Inc.shall not be responsible for any deviation from this drawin an failure to build the truss in conformance with ANSI/TPI1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover page,, 6750 Forum Dnve listing this drawing indicates acceptance of oro-tessionaf engineering responsibility solely for the design shown. The su' bility Suite 305 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites-. ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsate.org Orlando FL,32821 lirrihP. Alpine, an ITW Company 6750 Forum Drive,Suite 305 Orlando,FL 32821 ALPINE Phone:(800)755-6001 e . wwww alp —Site Information: Customer: Gleckler&Sons Building Supply Job Number: 606318 JobDescription: 778 VECUNA DR. DUVAL CTY(JAMES&SONS)778 VECUNA DR. DUVAL CT Address: City, State,Zip: ATLANTIC BEACH,FL Name, Address and License#of Structural EOR if one exists for the building: Name: APEX ENGINEERING JEFFREY P ARNESON 58544 License#: APEX ENGINEERING JEFFREY P State. Address: 9000 REGENCY SQUARE BLVD SUITE 100 JACKS City, State,Zip: Job Engineering Criteria: Design Code: FBC 2017 RES Design Version: 17.02.02.1213.21 JRef#: 1 W eK93530005 Wind Standard: ASCE 7-10 Wind Speed(mph): 130 Roof Load(psf): 20.00-7.00-0.00- Floor Load(psI): None 10.00 This package contains a job notes page, 48 truss drawings and 2 details. Item Seal# Truss Item Seal# Truss 1 264.18.1329.24660 Al 2 264.18.1329.27910 A2 3 264.18.1329.31087 A3 4 264.18.1329.33010 A4 5 264.18.1329.35480 A5 6 264.18.1329.37763 A6 7 264.18.1329.41520 A7 8 264.18.1329.45147 A8 9 264.18.1329.47310 A9 10 264.18.1329.49517 A10 11 264.18.1329.51943 All 12 264.18.1329.54737 B12 13 264.18.1329.57973 B13 14 264.18.1330.00297 B14 15 264.18.1330.02260 B15 16 264.18.1330.04077 B16 17 264.18.1330.06060 B17 18 264.18.1330.07770 B18 19 264.18.1330.09293 B19 20 264.18.1330.11160 B20 21 264.18.1330.12850 C21 Baa3oe= 22 264.18.1330.14397 C22 23 264.18.1330.15983 C23 J APEXT'ECHNOI,OGY N " 18.1330.17480 C24 9000 Regency Square 31vd#100 25 264.18.1330.19357 C25 Jacksonville,FL 32211 26 264.18.1330.22457 C26 27 264.18.1330.23770 C27 904-821-5200 28 264.18.1330.25323 D28 29 264.18.1330.26740 D29 FL Ca'ofMitharizirtkilNO'7547 30 264.18.1330.28330 EJ29 31 264.18.1330.29910 EJ30 32 264.18.1330.33723 EJ31 33 264.18.1330.35703 EJ32 ;I:JP DRAWING REVIEW D '•,, f 4.18.1330.39220 •EJ33 his xmeat has been rfectronie fry '4 APP' •VED i APPROVED AS ! J! S .I tare. Printpxi 35 264.18.1330.41183 HJ34 ••0 NOT IV ROVED .18.1330.4 ri IaSthiii iscopies.rica��tnnutanorioinal suneturemust BY y D=010 J rif be veasumthe original electronic version. P.21:.;, .... of%worth VA H. 4:"Nk,iss‘l ATTENTION:Review of shop drawer b k i No.70861 t only for conformance with the design concept * * of the project and does not relieve the 1 delegated engineer from of responsibility foraa7 A i• •TE OF Ir requir of the 4. •ri,-.e.` ? 4.7 contract documents nor from the •... 1/4 tan caws or I missiaor m tlSo&iv drawings. ' • s . rONAl ' .WOW 09/21/2018 Florida Certificate of Product Approval#FL1999 Printed 9/21/2018 4:03:27 PM -1,114 Alpine, an ITW Company 6750 Forum Drive,Suite 305 Orlando,FL 32821 ALPINE Phone:(800)755-6001 www.alpineitw.com —Site Information: Customer: Gleckler&Sons Building Supply Job Number 606318 JobDescription: 778 VECUNA DR. DUVAL CTY(JAMES&SONS)778 VECUNA DR. DUVAL CT Address: City, State,Zip: ATLANTIC BEACH, FL Item Seal# Truss Item Seal# Truss 37 264.18.1330.46530 HJ36 38 264.18.1330.51087 HJ37 39 264.18.1330.53230 HJ38 40 264.18.1330.55130 CJ39 41 264.18.1330.56963 CJ40 42 264.18.1330.58437 CJ41 43 264.18.1330.59837 CJ42 44 264.18.1331.01137 CJ43 45 264.18.1331.02567 CJ44 46 264.18.1331.04183 CJ45 47 264.18.1331.05810 CJ46 48 264.18.1331.13157 CJ47 ibis dxament has been electronically aimed vain°a llijitat tigaafiire_ Printed copies without an original signature must to verified aging the crease efectrank version. t4.4tw M No.70861k* fr moo t srE OF 4 0114 01/447 Nam 09/21/2018 Florida Certificate of Product Approval#FL1999 Printed 9/21/2018 4:03:27 PM , • Job Number. 606318 Ply: 1 SEAN:890222 /T27 HIPS Cust:R9353 JRef: 1WeK93530005 1 778 VECUNA DR. DUVAL CTY(JAMES&SONS)778 VECUNA DR. DUVAL CT Qty: 1 FROM: DrwNo: 264.18.1329.35480 Truss Label: A5 JB / DF 09/21/2018 9'4"7 14' 19' 24' 27'6"8 33'8"14 41' 9I .4"7 I 4,7"9 I 5' I 5' I 3,6„8 I 6,2„6 I 7'3„2 I =5X66(**) E3X4 =5X6(") 12 2 4 2 a3X4 ;6X6(") G in • A/A\ 5X5(••) jh-.I� iii N B io 1 T A .. - --.111111111111111111111111111111111111111111111b.- I 3 t(A1) 1112X4 =5X8(**) 3X8= J 3X3(") 112X43X6(A1) 4X4[25) I- 9'2"12 1- 18'5" A 13'4"4 1 9'712 4'11" 9'8"8 3'8"4 6'3"14 7'1"10 2 I 9'2"12 I 14'1"12 I 23'10"4 I 27'6"8 I 33'10"6 I 41' 12 --I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.053 P 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.099 P 999 180 B 495 /- /- /274 /20 /121 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.021 P - - P 1018 /- /- /556 /- /- Des Ld: 37.00 EXP:B Kzt:NA HORZ(TL): 0.039 P - - L 1239 /- /- /650 /- /- Mean Height:15.00 ft I 594 /- /- /366 /21 /- NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 1.000 Wind reactions based on MWFRS TPI Std: 2014 Max BC CSI: 0.779 B Brg Width=3.5 Min Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:h to 2hP Brg Width=5.5 Min Req= 1.5 Spacing:24.0" C&C Dist a:4.10 ft Rep Factors Used:Yes Max Web CSI: 0.655 L Brg Width=3.5 Min Req= 1.5 Loc.from endwall:not in 13.00 ft FT/RT/PT:20(0)/5(2)/4(0) I Brg Width=5.5 Min Req= 1.5 GCpi:0.18 Plate Type(s): Bearings B,P,L,&I are a rigid surface. Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Members not listed have forces less than 375# Lumber Maximum Top Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Botchord2x4SP#2 C-D 223 -612 F-G 218 -494 Webs 2x4 SP#3 D-E 230 -523 H-I 183 -739 Plating Notes E-F 217 -438 (**)6 plate(s)require special positioning.Refer to scaled plate plot details for special positioning Maximum Bot Chord Forces Per Ply(lbs) requirements. Chords Tens.Comp. Chords Tens. Comp. Plate Shift Table O-N 640 -77 K-I 654 -91 JT Plate Chord JT Plate Chord L-K 647 94 No Size Shift Bite No Size Shift Bite [25] W4X4 S 2.75 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Purlins olti trttpr fr�,J„ P-C 275 -834 G-M 205 -892 In lieu of to laterally tructural brace chorrdsls or as follow;id ceiling use purlins A�^�i L�• sir ff' C-0 567 -83 M-L 206 -902 Chord Spacing(in oc) Start(ft) End(ft) �i.i.■••1.a ..�•tir}� 't s. N-G 655 -45 L-H 144 782 a TC 68 -2.00 14.00 P\a�"E........ S �0 �i TC 75 14.00 43.00 ••' +. BC 75 0.15 27.78 1 w• i BC 120 27.83 40.85 t Apply purlins to any chords above or below fillers i ; O.708' ' at 24"OC unless shown otherwise above. = • * • a ' E. WindE Wind loads based on MWFRS with additional C&C 44,.. T : 0 i • E.: . Q member design. �� . A/ 1 4•r e� co 'j/ONAt.f- OS N4bfa•MrnrO° 09/21/2018 **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling Locations shown for_permanent lateral restraint of webs shall have braacingct�insalled per BCI sections B3,B7 or B10, as applicable. AppTy plates to each face otruss and position as shown above and on the JoinrDetails, unless noted otherwise. Refer to A LP I N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building omponents Group Inc.shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI/IP! 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of roTesslonar engineering responsibility solely for the design shoWn. The suitability and use of this drawing for any structure is thepresponsibility of the Building Designer per ANSI/I-PI 1 Sgec.2. Suite F 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org • • Job Number: 606318 Ply: 1 SEAN:890226 /T21 HIPS Cust:R9353 JRef: 1WeK93530005 t 778 VECUNA DR. DUVAL CTY(JAMES&SONS)778 VECUNA DR. DUVAL CT Qty: 1 FROM:RCT DrwNo: 264.18.1329.37763 Truss Label: A6 JB / DF 09/21/2018 9'4"8 12' 19' 26' 27'6"8 33'8"14 41' 9,4 8 I 2'7"81- 7' I 7' I 1'618 6,2„6 1 7,3.2 3X4 12 =6X66(**) III2D X T 4 = F 5X8(") 4 V 3X4 G C s c ---z511.**) �_ i+r to B 1 37 A = I to 04 -t'_ =3. (A1) 1112X4Q =5X6(") =3X8 3X4= (_ J I =34X4[24] 1112X4 =3X6(A1) r -9'2"12 ± 18'5" - ♦ - - 13'4"4 i 97122'9"4 7' 7' 1'6"I8 6'3'14 7'1"10 2 1 9'2"12 1 17 I 19' I 26' I 27'6"8 33'10"6 I 41' I 2'- Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PST) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.050 Q 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.092 Q 999 180 B 473 /- I- /259 /20 /109 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.020 Q - - Q 1064 /- /- /566 /- /- Des Ld: 37.00 EXP:B Kzt:NA HORZ(TL): 0.037 Q - - L 1227 /- /- /633 /- /- Mean Height:15.00 ft I 592 /- /- /365 /21 /- NCBCLL: 10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 d on MWFRS se Wind reactions ba Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.994 B Brg Width=3.5 Min Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.682 Q Brg Width=5.5 Min Req= 1.5 Spacing:24.0" ' C&C Dist a:4.10 ft Rep Factors Used:Yes Max Web CSI: 0.651 L Brg Width=3.5 Min Req= 1.5 Loc.from endwall:not in 13.00 ft FT/RT/PT:20(0)/5(2)/4(0) I Brg Width=5.5 Min Req= 1.5 GCpi:0.18 Plate Type(s): Bearings B,0,L,&I are a rigid surface. Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Members not listed have forces less than 375# Lumber Maximum Top Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 C-D 194 -414 E-F 303 -794 Webs 2x4 SP#3 D-E 303 -794 H-I 182 -731 Plating Notes (")5 plate(s)require special positioning.Refer to Maximum Bot Chord Forces Per Ply(lbs) scaled plate plot details for special positioning Chords Tens.Comp. Chords Tens. Comp_ requirements. L-K 639 -101 K-I 646 -98 Plate Shift Table JT Plate Chord JT Plate Chord Maximum Web Forces Per Ply(lbs) No Size Shift Bite No Size Shift Bite Webs Tens.Comp. Webs Tens. Comp. [24] W4X4 S 2.75 Q-C 285 -853 F-N 122 -510 Purlins tHflipt C-P 568 -102 N-G 683 -68 �qt1!>• tttgtry;4\ 0-P 117 -382 G-M 197 -895 In lieu of structural panels or rigid ceiling use purlins i�t� �• , D-O 523 -132 M-L 209 891 toChordlly brace chords as Spac ng in oc) follows:Start(ft) End(ft) 1 �.,+••••.••• � E-O 207 -430 L-H 153 -778 TC 70 -2.00 12.00 .•`•'`G'E Ste+• < .i 0-F 667 -128 TC 66 12.00 26.00 " 1� ti •• TC 75 26.00 43.00 i BC 75 0.15 27.78 i •• O.7Q8, 1 BC 120 27.83 40.85 • Apply purlins to any chords above or below fillers : • , at 24"OC unless shown otherwise above. * : • r __ Wind k t• .S 'T ; 01 • Wind loads based on MWFRS with additional C&C o•• , ./4,444' member design. 0�•• ! ••i •• ' • COA OVAL � 09/21/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fer safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint Of webs shall have bracinginstalled per BCSI sections B3,B7 or B10, as applicable. Appplates to each face oftrussand position as shown above and on the JoinDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildding Components Group Inc.shall not be responsible for any deviation from this drawin an failure to build the AN rrW COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawing indicates acceptance of pro-fessronar en ineenng responsibility solely for the design shown. The suit-ability Suite 305 and use of this drawing, for any structure is the responsibilit9r of the Building Designer per ANSI/TPI 1 Sgec.2. For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 • • Job Number. 606318 Ply: 1 SEAN:890230 /T22 HIPS Gust:R9353 JRef: 1WeK93530005 0 778 VECUNA DR. DUVAL CTY(JAMES&SONS)778 VECUNA DR. DUVAL CT Qty: 1 FROM:RCT DiwNo: 264.18.1329.41520 Truss Label: A7 JB / DF 09/21/2018 5'49410' 15'1195 21'10"1 28' 33'11"6 41' 5'4"14 I 4'7"2 I 5'11"15 I 5'10"3 I 6'1"15 I 5'11"6 I 7'0"10 3X6( ) 12 m5X55(") 3X4= =5X6(") 1II2X4(H) 4 (- G T _ _ 2X4 3X4 / ::.a B !_ A n' - J 1 _L =3 4.(A1) ---E 3X4 =5X6") =3X4 N II ML r 1* K 1114X6 1112X4 =3X6(A1) 4X4[23] A--- 9292 } - 18'5" 1 13'4"4 9292 6'591 5'10'3 5'1195 6'690 6'10"14 '-2' 1- - -- 9'212 15'8"7 21'6"9 27'6"8 I 34'1"2 41' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.027 E 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.051 E 999 180 B 386 /- /- /211 /37 /90 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.012 K - - P 1217 /- I- /624 /102 I- Des Ld: 37.00 EXP.B Kzt:NA HORZ(TL): 0.023 K - - L 1205 /- 1- /612 /71 /- Mean Height:15.00 ft NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 J 469 /- I- /280 /45 1- TCDL:4.0 psf Wind reactions based on MWFRS Soffit: 2.00 BCDL:5.0psf Bldg Code: FBC 2017 RES Max TC CSI: 0.991 TPI Std: 2014 Max BC CSI: 0.566 B Brg Width=3.5 Min Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:h/2 to h P Brg Width=5.5 Min Req= 1.5 Spacing:24.0" C&C Dist a:4.10 ft Rep Factors Used:Yes Max Web CSI: 0.799 L Brg Width=3.5 Min Req= 1.5 Loc.from endwall:not in 13.00 ft FT/RT/PT:20(0)/5(2)/4(0) J Brg Width=5.5 Min Req= 1.5 GCpi:0.18 Plate Type(s): - Bearings B,P,L,&J are a rigid surface. Wind Duration:1.33 WAVE VIEW Ver 17.02.02A.1213.21 Members not listed have forces less than 375# Lumber Maximum Top Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 C-D 460 -110 E-F 236 -689 Webs2x4SP#3 D-E 215 -669 I-J 211 -812 Plating Notes (")5 plate(s)require special positioning.Refer to Maximum Bot Chord Forces Per Ply(lbs) scaled plate plot details for special positioning Chords Tens.Comp. Chords Tens. Comp. requirements. 0-N 700 -83 L-K 722 -147 Plate Shift Table N-M 680 -96 K-J 730 -145 JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite Maximum Web Forces Per Ply(lbs) [23] W4X4 S 2.75 Webs Tens.Comp. Webs Tens. Comp. Purlins C-P 210 -448 F-M 152 -897 ypiltfantauytt P-D 292 -873 M-L 197 -865 I n lieu of to laterallytructural brace chordsls or as folloiwceiling use purlins ` w H• /t''N f�,' OD-0 96622 --255 355 L I 194 -844 Chord Spacing(in oc) Start(ft) End(ft) �/ .+.s..•.••••• �J 4,._ TC TC 75 -2.00 28.00 ti •�. 0 $k,. �s TC 73 28.00 41.00 t '', BC 75 0.15 27.80 BC 120 27.63 40.85 �e O.7Q8�� _ Apply purlins to any chords above or below fillers • at 24"OC unless shown otherwise above. _ * , „ , Wind .• S 'T ; 0 i : Wind loads based on MWFRS with additional C&C . nQ • %�Q�i member design. Iii‹.::�•� ...•." : -1• ��,r4!14. COA tok0 CI N AL 0" 09/21/201 8 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing,and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,by_TPI and SBCA )fbsafety actices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attach€d rigid ceiling Locations shown for permanent lateral restraint of webs shall havebracing installed per BCSI sections B3,B7 or B10, as applicable. AppTy plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,an failure to build the truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of orooessionar engineering responsibility solely for the design shown. The suitability and use ofthis a drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.corn;TPI: www.tpinst.org;SBCA: www.sbcindustry.com,ICC: www.iccsafe.org Orlando FL,32821 I Job Number. 606318 Ply: 1 SEAN:890237 /T3 SPEC Gust:R9353 JRef: 1WeK93530005 w 778 VECUNA DR. DUVAL CTY(JAMES&SONS)778 VECUNA DR. DUVAL CT Qty: 1 FROM:RCT DrwNo: 264,18.1329.45147 Truss Label: A8 JB / DF 09/21/2018 410"I 1'10"8 3. 97" 14' 16'414 22'6"11 28'7"5 34'9"12 36' 44' 1'1 8 I 4'8"8 I 4'5" I 2'4"4 6'2"7 I 6,0"11 I 6'2"7 11' "4 8' =5FX6 G =5X6('•) =3X4 -5X8(••) H I J 12 ,3X4 - r1 It T 4 V E ih C 6 ..----5X6(**)Du/� M ��py B v 1 �$15A �.. _ N =3X6.1) 3X6(A1)V =3X4 5X6(") =3X4=5X8(R) =5X6") PI4X6 i 4X41331 r -- 16'4"4 I- 18'5" A 9'292 9'3"8 4'8"82'4' 9'2"12 9'4"8 9'0"8 F'2 I 9'3"8 I 14' I 16'44 257" I 34'11"8 I 44' 1 2'-I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.059 D 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.122 D 999 180 g 468 /- /- /- /73 /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.010 N - - R 1787 /- /- /- /139 /- Des Ld: 37.00 EXP:B Kzt:NA HORZ(TL): 0.020 N - - P 1361 /- /- /- /83 /- Mean Height:15.00 ft L 540 /- /- /- /57 /- NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 TCDL:4.0 psf Wind reactions based on MWFRS Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.925 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.974 B Brg Width=5.5 Min Req= 1.5 RepFactors Used:Yes Max Web CSI: 0.652 R Brg Width=3.5 Min Req=2.1 Spacing:24.0" C&C Dist a:4.40 ft P Brg Width=5.5 Min Req= 1.6 Loc.from endwall:not in 9.00 ft FT/RT/PT:20(0)/5(2)/4(0) L Brg Width=3.5 Min Req= 1.5 GCpi:0.18 Plate Type(s): Bearings B,R,P,&L are a rigid surface. Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Members not listed have forces less than 375# Lumber Purlins Maximum Top Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 In lieu of structural panels or rigid ceiling use purlins Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 to laterally brace chords as follows: B-C 45 -573 G-H 1140 -98 Webs 2x4 SP#3 Chord Spacing(in oc) Start(ft) End(ft) C-D 57 -989 H-I 138 -499 TC 49 -2.00 1.88 E-F 781 -70 K-L 14 -4% Bracing TC 36 1.88 4.88 (a)Continuous lateral restraint equally spaced on TC 75 4.88 46.00 F-G 1140 98 member.Or 1x4'T'reinforcement.80%length of BC 75 0.15 34.67 web member.Same species&SRB grade or better, BC 110 34.71 43.85 Maximum Bot Chord Forces Per Ply(lbs) attached with 8d Box or Gun(0.113"x2.5",min.)nails Apply purlins to any chords above or below fillers Chords Tens.Comp. Chords Tens. Comp. @ 6"oc. at 24"OC unless shown otherwise above. B-V 522 -36 R-Q 328 -397 Special Loads Wind V-U 523 -31 Q-P 502 -46 ----(Lumber Dur.Fac.=1.25/Plate Our.Fac.=1.25) Wind loads and reactions based on MWFRS. U-T 1020 -78 O-N 425 0 TC:From 55 plf at -2.00 to 55 plf at 46.00 S-R 58 -713 N-L 416 0 BC:From 4 plf at -2.00 to 4 plf at 0.00 itufnfur BC:From 20 plf at 0.00 to 20 plf at 44.00 trrf�<</�iq Maximum Web Forces Per Ply(lbs) BC:From 4 plf at 44.00 to 4 plf at 46.00 4041.......... � 4�.rWebs Tens.Comp. Webs Tens. Comp. TC: -13 lb Conc.Load at 1.91 I �1QTC: 312 lb Conc.Load at 35.97 •'�I E s'•• r�V C-U 479 -28 H-0 493 0 BC: -8 lb Conc.Load at 1.91 : '• 4 BC: 187 lb Conc.Load at 35.97 t + E-S 82 -755 I-P 61 -951 E-S 66 -755 P-O 89 952 Plating Notes O.748.1 F-R 73 -819 O-K 7 -1044 + R-H 123 -1287 N-K 388 0 All plates are 2X4 except as noted. z * i , ("")6 plate(s)require special positioning.Refer to ` a scaled plate plot details for special positioning j S •T 0 • requirements. •O • `• Q'g' Plate Shift Table �Q�•��� 1 ,••4 �' JT Plate Chord JT Plate Chord 4 /�"'""""i..*eacj\,�1'� No Size Shift Bite No Size Shift Bite COA 501Y Q�• L N (33j W4X4 S 2.25 ,, t00*x111 �� 09/21/2018 '"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,67 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildlin ompon nts Group Inc..shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI/ 11,or forfhandling,shipping,installation and bracing of trussesA seal on this drawingor cover page6750 Forum Drive listing this drawing,indicates acceptance of ow roTessionai engineering responsibility solely for the design shon. The suitability and use of this cawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 S�c.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www,ccsafe.org • Job Number: 606318 Ply: 1 SEQN:890241 /T26 SPEC Cust:R9353 JRef: 1WeK93530005 i/ 778 VECUNA DR. DUVAL CTY(JAMES&SONS)778 VECUNA DR. DUVAL CT Qty: 1 FROM:RCT DrwNo: 264.18.1329.47310 Truss Label: A9 JB / DF 09/21/2018 3'10"8 6'10"8 12' 16'6"425'6" 34'11"8 3'10"8 i 3' i 5'1"8 4'6"4 I 8'11"12 I 9'5.8 EX41 6 =421] =7X6(") 1114X6[281128] T T 12 4 =5CX6 -5X5D(") /12N, ® r I I 2- Tr--- W11 rn Bii. m3 4(A1) 1112X4 =3X4 =5X5(") =3X4 =6Xi En 8(") 1112X6 1 16'4"4 - 1- - 18'7"4 1 4'0"42'6"l2 5'5" 4'2"8 9'3"8 9'5"8 2' I 4'0"4 I 6'7" i 12' 16'2'8 I 25'6" 34'11"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.056 G 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.113 G 999 180 B 582 /- /- /307 /52 /93 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.010 H - - K 1650 /- /- /813 /129 /- Des Ld: 37.00 EXP:B Kzt:NA HORZ(TL): 0.024 H - - I 593 I- /- /254 /54 /- Mean Height:15.00 ft Wind reactions based on MWFRS NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 1.000 B Brg Width=5.5 Min Req= 1.5 TPI Std: 2014 Max BC CSI: 0.998 K Brg Width=3.5 Min Req= 1.6 Load Duration:1.25 MWFRS Parallel Dist:h/2 to h I Brg Width=5.0 Min Req= 1.5 Spacing:24.0" C&C Dist a:3.50 ft Rep Factors Used:Yes Max Web CSI: 0.645 Bearings B,K,&I are a rigid surface. Loc.from endwall:not in 9.00 ft FT/RT/PT:20(0)/5(2)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Chords Tens.Comp. Chords Tens. Comp. Lumber B-C 160 -849 F-G 192 -938 Top chord 2x4 SP#2 C-D 219 -984 G-H 192 -938 Bot chord 2x4 SP#2 E-F 898 -269 Webs 2x4 SP#3:W11 2x6 SP#2: Plating Notes Maximum Bot Chord Forces Per Ply(lbs) ("14 plate(s)require special positioning.Refer to Chords Tens.Comp. Chords Tens. Comp. scaled plate plot details for special positioning B-N 775 -303 M-L 986 -305 requirements. N-M 779 -300 K-J 244 -807 Plate Shift Table JT Plate Chord JT Plate Chord Maximum Web Forces Per Ply(lbs) No Size Shift Bite No Size Shift Bite Webs Tens.Comp. Webs Tens. Comp. [21] W4X4 2.25 R 1.50 [28] W4X6 S 2.00 D-L 290 -1016 G-J 258 -549 Purlinspturltft4yrrhrtJy E-K 277 -940 J-H 874 121 `1 ry� K-F 313 -951 H-I 164 -504 In lieu of structural panels or rigid ceiling use purlins �" H. /�. ti'i, F-J 1652 -364 to laterally brace chords as follows: '1 ' Chord Spacing(in oc) Start(ft) End(ft) a � '4�••'GE S••• / 4, TC 72 -2.00 3.88 l �` •. 0 �'- TC 36 3.88 6.88 2�..V4 1 •. ` TC 65 6.88 12.00 S i TC 37 12.00 34.96 i • 0.708, 1 BC 69 0.15 34.96 • - Apply purlins to any chords above or below fillers r. * Z at 24"OC unless shown otherwise above. S AT . O i =- Wind �.Q1,..." ; �Lr Wind loads based on MWFRS with additional C&C � `• !� • a• 1� member design. \44%�s••. •4 ''i �••�1*4, oot Right end vertical exposed to wind pressure. r� ���'���" Deflection meets L/240. COA#Oi$s �aiyu•00 ss 09/21/2018 "'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI ana SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI..Unless noted oytherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling Locations shown for ermanent lateral restraint Of webs shall have bracing iinsalled per BCSI sections 63,B7 or B10, as applicable. Appy plates to each face.of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE . drawings 160A-Z for sandard plate positions. Alpine,a division of ITW B ildinc� omponnts Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of prooessionar engineering responsibility solelyfor the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer perANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.coin;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Job Number. 606318 Ply: 1 SEQN:890245 /T41 SPEC Cust:R9353 JRef: 1WeK93530005 '' 778 VECUNA DR. DUVAL CTY(JAMES&SONS)778 VECUNA DR. DUVAL CT Qty: 1 FROM:RCT DrwNo: 264.18.1329.49517 Truss Label: A10 JB / DF 09/21/2018 10' I1I 5'10"8 8'10"8 16'5"825'5"12 34'11"8 I 5,10„8 I 3, I I 6'5"8 I 9,0„4 I 9,5 „12 'I 12 .5X8(") 1114X6[22][22] m6X6(") 1114X6[291129] 4 V m5CX6 =_5X55(")E F G Fl T ..-immom .11."7" (a) i © a T I iv B W11 iv M 1 rI3 A - 4 N N \-1 • -----!i • 1 i 1 3X4(A1) 112X4 =3X4 N M L .4X4 =6XKM 8(") 1114X4[31] 5X5(") 1 16'4"4 1 187"4 'i 61T4 2612 62" 9'3"12 g5"12 ~2 I 6'0"4 I 8'7" I 1 51 16.2.. 25'5"12 I 34'11"8 10 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.095 G 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.182 G 999 180 B 658 /- /- /346 /60 /73 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.010 H - - K 1524 1- /- /729 /117 /- Des Ld: 37.00 EXP:B Kzt:NA - HORZ(TL): 0.027 H - - I 611 /- 1- /273 /53 /- Mean Height:15.00 ft Wind reactions based on MWFRS NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 1.000 B Brg Width=5.5 Min Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.897 K Brg Width=3.5 Min Req= 1.5 Spacing:24.0" C&C Dist a:3.50 ft Rep Factors Used:Yes Max Web CSI: 0.678 I Brg Width=I are Min Req= 1.5 Loc.from endwall:not in 4.50 ft FT/RT/PT:20(0)/5(2)/4(0) Bearings not K,&I ha rigid surface. GCpi:0.18 Plate Type(s): Members listed have forces less than 375# Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Chords Tens.Comp. Chords Tens. Comp. Lumber Wind B-C 221 -984 E-F 684 -185 Top chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C C-D 200 -822 F-G 273 -1251 Bot chord 2x4 SP#2 member design. D-E 173 -696 G-H 273 -1251 Webs 2x4 SP#3:W11 2x6 SP#2: Right end vertical exposed to wind pressure. Bracing Deflection meets U240. Maximum Bot Chord Forces Per Ply(lbs) (a)Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Comp. member.Or 1x4'T'reinforcement.80%length of B-N 892 -305 L-K 683 -202 web member.Same species&SRB grade or better, N-M 899 -302 K-J 306 -1144 attached with 8d Box or Gun(0.113"x2.5",min.)nails M-L 817 -253 @ 6"oc. Plating Notes Maximum Web Forces Per Ply(lbs) (")5 plate(s)require special positioning.Refer to Webs Tens.Comp. Webs Tens. Comp. scaled plate plot details for special positioning tifttfitllr E-L 403 -60 G-J 255 546 requirements. , I, trrh�,J�fri E-K 358 -1278 J-H 1141 -209 Plate Shift Table `�1`f` H. k- "iS) , K-F 305 -914 H-I 179 -516 JT Plate Chord JT Plate Chord $ .••••E••.••.� , 4:., F-J 1779 -372 No Size Shift Bite No Size Shift Bite �:,%70.. ��£/ ►Sk` • 0 [22] W4X6 S 1.50 [29] W4X6 S 2.00 1 S... ; %,, [31] W4X4 S 2.50 = :" 4 748` 11 Purlins _ a - In lieu of structural panels or rigid ceiling use purlins 1 * ; • ' IT to laterally brace chords as follows: ; Chord Spacing(in oc) Start(ft) End(ft) . S AT : 0 : F TC 67 -2.00 5.88 ''¢ r 44 TC 36 5.88 8.88 '� •• 1i • .4e 44,�tit TC 14 8.88 10.00 fi•e.e� A " N r•e 4i` TC 33 10.00 34.96 St., !`/�•' •••`_"irovtie BC 75 0.15 34.96 ',,�r /`•NAL *\''���!• Apply purlins to any chords above or below fillers COA#OYifermNrfWoyPl't° at 24"OC unless shown otherwise above. 09/21/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint Of webs shall have bracingg installed per BCSI sections B3,B7 or 810' Aidlih as applicable. Ap plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Al LPI N E Alpine,a division of ITW Building_components Gro�up Inc.shall not be responsible for any deviation from this drawin an failure to build the truss In conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing,indicates acceptance of proiesslona engineering responsibility solely for the design shown. The suitability and use of this awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbandustry.com;ICC: www.iccsafe.org • • • Job Number. 606318 Ply: 1 SEAN:890249 /T40 HIPM Cust:R9353 JRef: 1WeK93530005 • 778 VECUNA DR. DUVAL CTY(JAMES&SONS)778 VECUNA DR. DUVAL CT Qty: 1 FROM:RCT DrwNo: 264.18.1329.51943 Truss Label: All JB / DF 09/21/2018 5' 10'10"1216'6" 22'51 28'4"13 34'11"8 I5' I 5'10"12 I 57"4 I 5'11"7 I 5'11'7 I 6'8"11 4 12 - 6X6(''') 4X6D[13]T2 =H061E0("") =5X5(") =3X4 1114X6[281128] = i T \_ \-- ' W11 ii,-,5A . 6 H 1 N 353 3X4(A1) 1112X4 =5X55(") =4X6[14] =7X10(") =7X6(") 1113X4 1 I- 16'4'4 * 187'4 "A 5192 5'5"8 5'7"4 5215 5215 6'3"3 ~2 I 5'1"12 10'7"4 16'2"8 I 22'5"7 28I '8"5 I 34'11"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefllCSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.128 G 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.246 G 913 180 g 775 /- /- /- /72 I- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.019 E - - L 2433 /- /- /- /126 /- Des Ld: 37.00 EXP:B Kzt:NA HORZ(TL): 0.036 E - - I 864 /- /- /- /46 /- Mean Height:15.00 ft NCBCLL:0.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.976 B Brg Width=5.5 Min Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.974 L Brg Width=3.5 Min Req=2.5 I Brg Width=5.0 Min Req= 1.5 Spacing:24.0" C&C Dist a:3.50 ft Rep Factors Used:No Max Web CSI: 0.850 Bearings B,L,&I are a rigid surface. Loc.from endwall:NA FT/RT/PT:20(0)/5(2)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.33 WAVE,HS VIEW Ver:17.02.02A.1213.21 Chords Tens.Comp. Chords Tens. Comp. Lumber Loading B-C 70 -1421 E-F 64 -1268 Top chord 2x4 SP#2:T2 2x4 SP SS Dense: #1 hip supports 5-0-0 jacks with no webs. C-D 29 -671 F-G 64 -1268 Bot chord 2x4 SP#2 Left side jacks have 5-0-0 setback with 0-0-0 cant D-E 1984 -113 G-H 99 -2026 Webs 2x4 SP#3:W6 2x4 SP#2: and 2-0-0 overhang.End jacks have 5-0-0 setback :W11 2x6 SP#2: with 0-0-0 cant and 2-0-0 overhang.Right side jacks have 0-0-0 setback with 0-0-0 cant and 0-0-0 Maximum Bot Chord Forces Per Ply(lbs) Bracing overhang. Chords Tens.Comp. Chords Tens. Comp. (a)Continuous lateral restraint equally spaced on B-N 1315 -57 L-K 83 -1751 member.Or 1x4'T'reinforcement.80%length of Wind N-M 1340 -51 K-J 2078 -122 web member.Same species&SRB grade or better, Wind loads and reactions based on MWFRS. M-L 607 -43 attached with 8d Box or Gun(0.113"x2.5",min.)nails 6"oc. Maximum Web Forces Per Ply(lbs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. (*5)6 plate(s)require special positioning.Refer to C- 30 -442 scaled plate plot details for special positioning µytttturrttu,fru ��r D-L1 164 -2722 K-G 160 842 requirements. �� ty�,' L-E 177 -1384 J-H 1961 -93 Plate Shift Table .•i••'•'••." ' /,r�i�i. E-K 3140 -153 H-I 92 -761 JT Plate Chord JT Plate Chord �1 +��C E di: '.�0 ,, No Size Shift Bite No Size Shift Bite �' [13] W4X6 S 1.50 [14] W4X6 S 1.50 ;= i [28] W4X6 S 2.00 i • o.708 i 1 Purlins * • i S ' a In lieu of structural panels or rigid ceiling use purlins ' S AT 0 to laterally brace chords as follows: % .• :4"F Chord Spacing(in oc) Start(ft) End(ft) .A .(� TC 51 -2.00 5.00 ' T `• l� • .+• 1,�, cf' TC 33 5.00 34.96 A��•.� ,f -1%.0 *► dt BC 45 0.15 34.96 �.....,•'•• cj` Apply purlins to any chords above or below fillers G, at 24"OC unless shown otherwise above. COA#0 '$, `itobanenww�� 09/21/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing..Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA)kir safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall havebracinginstalled per BCSI sections B3,B7 or B10, as applicable. Applplates to each faceof truss and position as shown above and on the JomnDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildiin omponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANI ,C,,wN truss in conformance with ANSI/TPI1,or for handling,shi ,,, pping,installation and bracing oftrussesA seal on this drawing or cover page 6750 Forum Drive listing this drawing indicates acceptance of prooessiona engineering responsibility solely for the desi n shown. The sun bility and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA:w . wwsbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 606318 Ply: 1 SEAN:890259 /T17 SPEC Gust:R9353 JRef: 1WeK93530005 778 VECUNA DR. DUVAL CTY(JAMES&SONS)778 VECUNA DR. DUVAL CT Qty: 1 FROM:RCT DrwNo: 264.18.1329.54737 Truss Label: B12 JB / DF 09/21/2018 6'10"4 1211"4 19' 24'6" 6'10"4 I 6,1" I 60"12 I 56" I .4X4(") TQ 3X4 ;3Xi D 4 p T 05X5(", If iA 1141 4\I, a B /0 1 - 315 A 4 ■■ w 3X4(A1) 5X6("") =3X8 1112X4[18] r 9712 1- 15'3"4 A I-2, I g2"12 I 99"4 I 56" I 9'212 19' 24'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.022 I 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.049 I 999 180 B 440 /- /- /233 /25 /165 BCDL: 10.00 Risk Category:I! Snow Duration:NA HORZ(LL): 0.008 I - - I 983 /- /- /537 /- /- Des Ld: 37.00 EXP:B Kzt:NA HORZ(TL): 0.019 I - - G 551 /- /- /261 /- /- Mean Height:15.00 ft Wind reactions based on MWFRS NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.533 B Brg Width=5.5 Min Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.878 I Brg Width=5.5 Min Req= 1.5 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.496 G Brg Width=3.5 Min Req= 1.5 BLoc.from endwall:not in 9.00 ft FT/RT/PT:20(0)/5(2)/4(0) MemberseBo,i eG areha rigidoss less than not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Chords Tens.Comp. Chords Tens. Comp. Lumber D-E 155 -414 E-F 144 -400 Top chord 2x4 SP#2 Bot chord 2x4SP#2 SP#3 Maximum Web Forces Per Plylbs Webs 2x4 SP#3 (lbs) Webs Tens.Comp. Webs Tens. Comp. Plating Notes C-I 163 -397 H-F 444 -113 (")3 plate(s)require special positioning.Refer to I-D 246 -651 F-G 163 -518 scaled plate plot details for special positioning requirements. Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite (18] W2X4 S 2.50 Purlins +4111!hti l+irlrr fy to laterally In lieu of tructural brace chordsts or as folloiwceiling use purlins qir 1�*.. r14�°ji,•'� Chord Spacing(in oc) Start(ft) End(ft) +•.**1-..‘E. :.c,...'• t/ TC 75 -2.00 19.00 4' �� :VSC +. TC 70 19.00 24.50 s :� BC 120 0.15 24.50 : fl Apply purlins to any chords above or below fillers i Mc. 708 0 1 at 24"OC unless shown otherwise above. l I Wind * ; Wind loads based on MWFRS with additional C&C ;+ StAT . 0 :: 1 \ i .4 zz member design. ` •� rF Right end vertical exposed to wind pressure. T� •'.fi� f w • � lt Deflection meets L/240. ��► �•.,.,*.,,,..•5.•...**"."'... c37. 4'. ‘114'•,�►S1°NAS ti p,, COA#o „� i+10- 09/21/2018 "`WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingg shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached mid ceiling. Locations shown for ermanent lateral restraint 6f webs shall have bracing installed per BCSI sections B3,B7 or 810, as applicable. Applplates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawin�anv failure to build the „„,,,,oM,q„., truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing oftrussesA seal on this dr wig or cover pagge.. 6750 Forum Drive listing this drawing indicates acceptance of oroofessionar engineering responsibilitysolely for the design shown. The suability Suite 305 and use of this drawing, for any structure is the responsibility of the Building Desiger per ANSI/TPI 1 Sec.2. Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.corn,TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC:www.iccsafe.org • Job Number. 606318 Ply: 1 SEQN:890263 /T18 HIPS Gust:R9353 JRef: 1WeK93530005 • 778 VECUNA DR. DUVAL CTY(JAMES&SONS)778 VECUNA DR. DUVAL CT Qty: 1 FROM:RCT DrwNo: 264.18.1329.57973 Truss Label: B13 JB / DF 09/21/2018 6'6"4 173'4 18' 20' 246" I6.6„4 I 5.9., I 5,8„12 I 2, I 4,6" I =4X8 =4X4 E F •M .i 12 - 4 3X4 G D 4 p ;5XC5(•) . 3Xv m 0 1, o, ' AIP '1H B =4X4(") .5X6(") =3X4 =3X8 1112X4[22] - A- 24'6" -- -- - 9'4"14 8'7"21'10"4I 4712 F"-2' I 9'4"14 I 18' I 19'10"4 24'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.090 K 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.165 K 999 180 g 1045 /- /- /570 /2 /160 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.023 I - - H 905 /- /- /446 /- /- Des Ld: 37.00 EXP:B fighKztt NA HORZ(TL): 0.042 I - - Wind reactions based on MWFRS Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 B Brg Width=5.5 Min Req= 1.5 NCBCLL:10.00 TCDL:4.0 psf Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.959 H Brg Width=3.5 Min Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.912 Bearings B&H are a rigid surface. RepFactors Used:Yes Max Web CSI: 0.760 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT/PT:20(0)/5(2)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 B-C 370 -2085 E-F 225 -579 Lumber C-D 305 -1777 F-G 209 -645 D-E 233 -836 Top chord 2x4 SP#2 Bot chord 2x4 SP SS Dense:B2 2x4 SP#2: Maximum Bot Chord Forces Per Ply(lbs) 2x4 SP#3 ( ) Chords Tens.Comp. Chords Tens. Comp. Plating Notes B-K 1933 -521 J-I 741 -243 (*•)3 plate(s)require special positioning.Refer to K-J 1361 -402 scaled plate plot details for special positioning requirements. Maximum Web Forces Per Ply(lbs) Plate Shift Table Webs Tens.Comp. Webs Tens. Comp. JT Plate Chord JT Plate Chord K-D 550 0 E-I 122 -552 No Size Shift Bite No Size Shift Bite D-J 194 -760 I-G 809 -217 [22] W2X4 S 2.75 E-J 568 -47 G-H 258 -866 Purlins ototttteritutfrra In lieu of structural panels or rigid ceiling use purlins iv, H, f(!'1` -. to laterally brace chords as follows: `* �......• ''i,, Chord Spacing(in oc) Start(ft) End(ft) d �✓�.•• E •••. /� % TC 44 -2.00 18.00 S•\ • 0 Sfi •• . TC 24 18.00 20.00 ? i : • • Job Number: 606318 Ply: 1 SEQN:890267 /T16 HIPS Cust:R9353 JRef: 1WeK93530005 • 778 VECUNA DR. DUVAL CTY(JAMES&SONS)778 VECUNA DR. DUVAL CT Qty: 1 FROM:RCT DrwNo: 264.18.1330.00297 Truss Label: B14 J8 / DF 09/21/2018 86"6I 16 I 22 246" I8'6"6 7'5"10 6' 2'6" =4X10 =4X4 D E - MMI \ 1113X4F \\ T 12 4 i 5X(5(**) i� � to O. i+' (a) o to B J- 3;5 A ' {} i ..= fl -L 4X4(") 1112X4 =5X5(') =3X8 1112X21) - A 24'6" 2, I 8'4"14 I 7'7"2 I 5'10"4 , 2'7"12 8'4"14 16' 21'70.4 24'6 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.102 J 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.187 J 999 180 B 1045 /- /- /570 /2 /150 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.030 H - - G 905 /- /- /447 /23 /- Des Ld: 37.00 EXP:B Kzt:NA HORZ(TL): 0.056 H - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 B Brg Width=5.5 Min Req= 1.5 TCDL:4.0 psf G Br Width=3.5 Min Re 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.986 g q= Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.807 Bearings B&G are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.880 Members not listed have forces less than 375# Loc.from endwall:not in 9.00 ft FT/RT/PT:20(0)/5(2)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver.17.02.02A.1213.21 B-C 342-2018 D-E 185 -417 Lumber Wind C-D 267 -1101 E-F 176 -453 Top chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 member design. Chords Tens.Comp. Chords Tens. Webs 2x4 SP#3 Right end vertical exposed to wind pressure. Comp. Bracing Deflection meets U240. B-J 1856 -497 I-H 979 -316 J-I 1850 -500 (a)Continuous lateral restraint equally spaced on member.Or 1x4'T'reinforcement.80%length of Maximum Web Forces Per Plylbs web member.Same species&SRB grade or better, ( ) attached with 8d Box or Gun(0.113"x2.5",min.)nails Webs Tens.Comp. Webs Tens. Comp. 6"oc. C-I 197 -933 H-F 833 -234 Plating Notes D-I 520 -2 F-G 251 -891 D-H 200 -762 (**)3 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. loottBtlllpk Plate Shift Table `� H. ,k,�C��"�fiy JT Plate Chord JT Plate Chord 00,=....... "i",/ 4 No Size Shift Bite No Size Shift Bite _‘,61:•,, �\\V `SA' •• t� �'- [21] W2X4 S 2.75 $ • : :-. Purlins i o.708• 'I • In lieu of structural panels or rigid ceiling use purlins - • to laterally brace chords as follows: i* C •• •' Chord Spacing(in oc) Start(ft) End(ft) • TC 39 -2.00 16.00 S T • ; TC 72 16.00 22.00 4 • :L' �tC TC 32 22.00 24.50 Se ••• . •1• V BC 120 0.15 24.50 o 7r� *••� f ^ I N •*• �► ' • Apply purlins to any chords above or below fillers •.f•••..-.•'•NGS at 24"OC unless shown otherwise above. ssf ON Al. d`` COA fslfoal,]g, 0- 09/21/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)foe safety practices prior to performing these functions. Installers shall provide temporary bracing pshall have a properrlly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, as applicable. Appplates to each face.of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the m rrK_0„,,,, truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page 6750 Forum Drive listing this drawing indicates acceptance of orooessionar engineering responsibility solely for the design shown. The suitability and use of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.gSuite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org:SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 606318 Ply: 1 SEAN:890271 /T15 HIPS Gust:R9353 JRef: 1WeK93530005 ' 778 VECUNA DR. DUVAL CTY(JAMES 8 SONS)778 VECUNA DR. DUVAL CT Qty: 1 FROM:RCT DrwNo: 264.18.1330.02260 Truss Label: B15 JB / DF 09/21/2018 7'6'5 14' 17712 24'6" 76'6 I- 6'5"10 I 3'7'12 ) 6'10"4 =4X8 =4X4(••) D E F 12 4 p ,5XC5("") N ,n B =-4X4('") =5X5") =3X4 K OJ I U H =6X8 G 1113X6 A 24'6" -I 7'414_ 67"2 1'6" 7 2 + 7'4"14 I 14' - - ) 15'6"I �— 24'6'• -- 2 176" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CS!Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:N' PP Deflection in loc L/dell U# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.105 C 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.192 C 999 180 B 1045 I- /- /568 /21 /162 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.038 G - - G 904 /- /- /453 /43 /- Des Ld: 37.00 EXP:B Kzt:NA HORZ(TL): 0.070 G - - Wind reactions based on MWFRS Mean Height:15.00 ft Code/Mist Criteria Creep Factor:2.0 B Brg Width=5.5 Min Req= 1.5 NCBCLL: 10.00 TCDL:4.0 psf Soffit: 2.00 BCDL:5.0psf Bldg Code: FBC 2017 RES Max TC CSI: 0.993 G Brg Width=3.5 Min Req= 1.5 Bearings B&G are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.711 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.790 Members not listed have forces less than 375# Loc.from endwall:not in 9.00 ft FT/RT/PT:20(0)/5(2)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 B-C 347 -2083 D-E 278 -1031 Lumber C-D 291 -1296 E-F 277 -1028 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Plating Notes B-M 1925 -554 L-J 1170 -394 M-L 1919 -556 J-H 1155 -392 All plates are 2X4 except as noted. (")4 plate(s)require special positioning.Refer to Maximum Web Forces Per Ply(lbs) scaled plate plot details for special positioning Webs Tens.Comp. Webs Tens. Comp. requirements. C-L 174 -803 F-G 258 -842 Purlins H-F 1226 -331 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 43 -2.00 14.00 otoptittllptflhkii,114*1 TC 53 14.001 24.44 034414t'{. BC 120 0.15 17.654..... BC 108 17.65 24.50 4`e•/•+E �••.• #/y-i' Apply purlins to any chords above or below fillers ` •• ,\J `�k` •• ' at 24"OC unless shown otherwise above. 2 ,� �' :• F-. Wind • O.7Q� Wind loads based on MWFRS with additional C&C F. member design. 1* ; ' Right end vertical exposed to wind pressure. T n Deflection meets U240. 4�/���• S • r ' 0 �• Q. �o art .f – tt '�*4..1fL` .....,:..... COA#s`St� io w "�• 09/21/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing,and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildingCComponents Group Inc.shall not be responsible for any deviation from this drawingo any failure to build the µ„,,,,o,,,,,,,� truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this dr wi g or cover page., 6750 Forum Drive listing this drawing,indicates acceptance of roTessionar en ineerino responsibility solely for the des i n shown. The su' bility Suite 305 and use of this rawing for any structure is the responsibilit9'of the Building Designer per ANSI/TPI 1 S'c.2. For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinstorg;SBCA: www.sbandustry.com;Cc: www.iccsafe.org Orlando FL,32821 • Job Number: 606318 Ply: 1 SEAN:890275 /T13 HIPM Gust:R9353 JRef: 1WeK93530005 ' 778 VECUNA DR. DUVAL CTY(JAMES&SONS)778 VECUNA DR. DUVAL CT Qty: 1 FROM:RCT DrwNo: 264.18.1330.04077 Truss Label: B16 JB / DF 09/21/2018 6'6"10I 12' I 17712 I 24'6" 6'6"10 5'5"6 5'7"12 6'10"4 =4DX8 E -=4X4(211 F -----' B ■ - 12 4 V s 3X4 C i.risk_ N .x) o B 3i- A aI 4X4(••) =5X5(••) =3X4 K 0J 19 H =6X8 G 3X6 I- 24'6" - -- - 6'494 57"2 3'6" 2' 7' 2 I 6'4"14 12' I 15'6" 17'6" ] 24'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.105 C 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.193 C 999 180 B 1045 1- I- /562 /30 /142 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.041 G - - G 905 /- /- /444 /60 /- Des Ld: 37.00 EXP:B Kzt:NA HORZ(TL): 0.074 G - - Wind reactions based on MWFRS Mean Height:15.00 ft B BrgWidth=5.5 Min NCBCLL: 10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.994 G Brg Width=3.5 Min Req= 1.5 TPI Std: 2014 Max BC CSI: 0.560 Bearings B&G are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h to 2h Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.629 Loc.from endwall:not in 9.00 ft FT/RT/PT:20(0)/5(2)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 B-C 375 -2133 D-E 306 -1209 Lumber C-D 327 -1508 E-F 305 -1204 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Plating Notes B-M 1977 -565 L-J 1384 -435 M-L 1972 -568 J-H 1359 -427 All plates are 2X4 except as noted. ("")2 plate(s)require special positioning.Refer to Maximum Web Forces Per Ply(lbs) scaled plate plot details for special positioning Webs Tens Comp. Webs Tens. Comp. requirements. - C-L 143 -633 H-F 1384 -357 Plate Shift Table E-H 192 -401 F-G 260 -836 JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [21] W4X4 1.75 R 1.75 � �;tatnrloki, Purlins I1/4I . it'..".**, � to laterally In lieu of tbrace chorrdsructural las follow s or rigid ceiling use purlins •%• / '4� Chord Spacing(in oc) Start(ft) End(ft) �' ' �, ` �•�� ,t. TC 44 -2.00 12.00 I �` TC 51 12.00 24.50 •I BC 120 0.15 17.65 0.708. 1 BC 108 17.65 24.50 - • Apply purlins to any chords above or below fillers •* ; 4 : at 24"OC unless shown otherwise above. • _ Wind ..00.1:, S 'T- O .:�Q. Wind loads based on MWFRS with additional C&C �' r0*••4'...;,;Ay .�• �4 member design. �F f - , ..•'G\� Right end vertical exposed to wind pressure. NAL Deflection meets U240. COA#t ate 09/21/2018 ""WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by-TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3,B7 or B10 as applicable. Appy plates to each face of truss and position as shown above and on the Joint"Details, unless noted otherwise. Refer to ALPINE, drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc. hall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,sipping,installation and bracing oftrussesA seal on this drawing or cover page 6750 Forum Drive w _u Fti listing this drawing,indicates acceptance of prntessionaf engineering responsibility solely for the design shown. The suitability and use of this rawing for any structure is the responsibilit9 of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Job Number: 606318 Ply: 1 SEQN:890279 /T14 HIPM Cust:R9353 JRef: 1WeK93530005 ' 778 VECUNA DR. DUVAL CTY(JAMES&SONS)778 VECUNA DR. DUVAL CT Qty: 1 FROM:RCT DrwNo: 264.18.1330.06060 Truss Label: B17 JB / DF 09/21/2018 5'4'14 10' 17712 24'6" 5'4"14 I 4,7 2 7'7,12 6,10"4 '{ D 4X8 E =4X4[2F0] 12 ..... {} N 4 V C (a) Ato ,oF- B v 4X4(") • =5X6(••) K 0 I G H 6X8 G 1113X6 i 246 10' 5'6" 2' 7' 2' 10' i 15,6" I 17,6" I 24,6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.114 L 999 240 LOG R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.210 L 999 180 g 1045 /- 1- /556 /40 /123 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.044 G - - G 905 /- 1- /436 /63 /- Des Ld: 37.00 EXP:B Kzt:NA HORZ(TL): 0.081 G - - Wind reactions based on MWFRS Mean Height:15.00 ft NCBCLL: 10.00 TCD,:4.0 psf Code/Misc Criteria Creep Factor:2.0 B Brg Width=5.5 Min Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.994 G Brg Width=3.5 Min Req= 1.5 TPI Std: 2014 Max BC CSI: 0.897 Bearings B&G are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h to 2h Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.615 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT/PT:20(0)/5(2)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 B-C 452-2108 D-E 353 -1470 Lumber Wind C-D 353 -1758 E-F 352 -1461 Top chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 member design. Chords Tens.Comp. Chords Tens. Webs 2x4 SP#3 Right end vertical exposed to wind pressure. Comp. Bracing Deflection meets U240. B-L 1964 -604 J-H 1600 -456 L-J 1635 -468 (a)Continuous lateral restraint equally spaced on member.Or 1x4'T'reinforcement.80%length of Maximum Web Forces Per Plylbs web member.Same species&SRB grade or better, ( ) attached with 8d Box or Gun(0.113"x2.5",min.)nails Webs Tens.Comp. Webs Tens. Comp. 6"oc. D-L 397 0 H-F 1614 -402 Plating Notes E-H 217 -459 F-G 251 -830 All plates are 2X4 except as noted. (**)2 plate(s)require special positioning.Refer to ptltHtlpff scaled plate plot details for special positioning err requirements. `` H• ` 4.1 P !'� y Plate Shift Table rt�•e��•E`.'e.... �f �$," JT Plate Chord JT Plate Chord 4' '`°° .' �\0 S ` •• No Size Shift Bite No Size Shift Bite • M [20] W4X4 1.50 R 1.75 L • Z P a . Q. ��� z Purlins s a In lieu of structural panels or rigid ceiling use purlins I* % ' to laterally brace chords as follows: 's Chord Spacing(in oc) Start(ft) End(ft) , S 'T ; 0 Q,. $ TC 44 -2.00 10.00 y ••* A•t� TC 46 10.00 24.50 �1/404,i(k,-4,.• fil ' �I BC 120 0.15 17.65 •.....'� -, ••...6 �y -% BC 108 17.65 24.50 t��'' Apply purlins to any chords above or below fillers COA#tv^9 Maj 04`' at 24"OC unless shown otherwise above. 09/21/2018 ""WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinq installed per BCSI sections B3,B7 or B10, as applicable. AppTy plates to each faceof truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of INV B ildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the h4 RW:IOWA.truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of orotessronar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 • • ' Job Number: 606318 Ply: 1 SEON:890283 /T2 HIPM Cust:R9353 JRef: 1WeK93530005 778 VECUNA DR. DUVAL CTY(JAMES&SONS)778 VECUNA DR. DUVAL CT Qty: 1 FROM:RCT DrwNo: 264.18.1330.07770 Truss Label: B18 JB / DF 09/21/2018 8' 12'10"12 17'7"12 24'6" -- 8' I 4,10"12 I 4'9" 6,10"4 -=4X10 =3XX4 =5X E(") =4X6[23] 12 -'1\4t.. ., 4 T V = I. ,_ il 3"15 A EA i • ^I =4X4(") -5X5(**) =3X4 K{]J I O H i =5X10 G 1 1113X6 k 24'6" '] 81"12 4'5"6 2'10"122' 7' 2' 8'1"12 I 127"4 I 15,6" I 17'6" I 24,6" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in roc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.139 D 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.256 D 999 180 g 1045 /- /- /547 /92 /103 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.049 G - - G 905 /- /- /430 /72 /- Des Ld: 37.00 EXP:B Kzt:NA _ HORZ(TL): 0.090 G - - Wind reactions based on MWFRS Mean Height:15.00 ft NCBCLL: 10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 B Brg Width=5.5 Min Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.995 G Brg Width=3.5 Min Req= 1.5 TPI Std: 2014 Max BC CSI: 0.721 Bearings B&G are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to hMembers not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.720 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT/PT:20(0)/5(2)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 B-C 425 -2021 D-E 401 -1810 Lumber C-D 450-2014 E-F 398 -1790 Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Plylbs Bot chord 2x4 SP#2 (lbs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Plating Notes B-M 1859 -526 L-J 2024 -535 M-L 1868 -523 J-H 1991 -526 All plates are 2X4 except as noted. (")3 plate(s)require special positioning.Refer to Maximum Web Forces Per Ply(lbs) scaled plate plot details for special positioning Webs Tens.Comp. Webs Tens. Comp. requirements. Plate Shift Table H-F 1891 -450 F-G 246 -827 JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [23] W4X6 S 1.75 ,�{of Itf I M/turl�''i Purlins /07,0" H. 4� In lieu of structural panels or rigid ceiling use purlins ......••.e 'pjff�'�r to laterally brace chords as follows: e•*'GE S►••• s',` Chord Spacing(in oc) Start(ft) End(ft) �` •� �� •�� TC 35 -2.00 8.00 le 's :+ TC 38 8.00 24.50 • BC 120 0.15 17.65 i Q.708, BC 108 17.65 24.50 ~' Apply purlins to any chords above or below fillers * • ' at 24"OC unless shown otherwise above. Wind ti S T O :• Q� Wind loads based on MWFRS with additional C&C ���e � •'�.�� member design. 74...••••••,...�,•,.• 4, member Right end vertical exposed to wind pressure. G Deflection meets U240. COA# 4190NA►.E '' M1p11Mf- 09/21/2018 "WARNING'" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCI sections B3,B7 or B10, as applicable. Applates to each face.of truss and position as shown above and on the Joinf etails, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildinq CComponents Group Inc.shall not be responsible for any deviation from this drawin any failure to build the 7A.'COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,. 6750 Forum Drive y listing this drawing indicates acceptance of prooessionaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI!TPI 1 Sgec.2. Suite 305 For more information see this job's general notes pageand these web sites: ALPINE:www.al ineitw.com;TPI: www. inst.a SBCA:www.sbcindus Orlando FL,32821 1 9 D tP 9. try.wm;ICC: www • • Job Number. 606318 ' Ply: 1 SEAN:890335 /T1 HIPM Cust:R9353 JRef: 1WeK93530005 • 778 VECUNA DR. DUVAL CTY(JAMES&SONS)778 VECUNA DR. DUVAL CT Qty: 1 FROM: DrwNo: 264.18.1330.09293 Truss Label: B19 JB / DF 09/21/2018 5'11"8 12T1318'2"15 I I 24'5"8 5'11"8 6I '4"5 5'11"1 6'2"9 12 =4X8 =5X5("") 1112X4 =4X4[19] 4 ✓ C D E F I. an w 1 3X6 441111111111 13 in B c, T i A W1 am K J I H ` G 1 1112X6 =6X6('•) =3X4 =6X8("") 1112X41211 r 24'5"8 i �- 2'0"8 5'11"8 I 6'0"13 679 9 6 2"9 5'11"8 12'0"5 18H '2"15 24I '5"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.103 D 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.189 D 999 180 K 1040 /- /- /532 /90 /83 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.020 C - - G 909 /- /- /429 /72 /- Des Ld: 37.00 EXP:B Kzt:NA HORZ(TL): 0.036 C - - Wind reactions based on MWFRS Mean Height:15.00 ft Code/Misc Criteria CreepFactor:2.0 K Brg Width=5.0 Min Req1.5 NCBCLL: 10.00 TCDL:4.0 psf Soffit: 2.00 BCDL:5.0psf Bldg Code: FBC 2017 RES Max TC CSI: 0.998 G Brg Width=3.5 Min Req= 1.5 Bearings K&G are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.651 RepFactors Used:Yes Max Web CSI: 0.616 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT/PT:20(0)/5(2)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 B-C 330 -1521 D-E 353 -1468 Lumber C-D 433 -1870 E-F 353 -1468 Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Plylbs Bot chord 2x4 SP#2 (lbs) Webs 2x4 SP#3:W1 2x6 SP#2: Chords Tens.Comp_ Chords Tens. Comp. Plating Notes J-I 1394 -415 I-H 1882 -486 (")3 plate(s)require special positioning.Refer to Maximum Web Forces Per Ply(lbs) scaled plate plot details for special positioning requirements. Webs Tens.Comp Webs Tens. Comp. Plate Shift Table B-K 342 -982 D-H 126 -465 B-J 1341 -249 H-F 1616 -374 JT Plate Chord JT Plate Chord C-I 533 -122 F-G 243 -854 No Size Shift Bite No Size Shift Bite [19] W4X4 1.50 R 1.75 [21] W2X4 S 2.75 Purlins 1ltlitH,Utlingo,�f In lieu of structural panels or rigid ceiling use purlins ,f to laterally brace chords as follows: h,4 H. 4%,,, Chord Spacing(in oc) Start(ft) End(ft) ,.«+••.. e'4 TC 53 -2.04 5.96 •'r .'• �� �� TC 47 5.96 24.46 ."....Q:.4.\). V Se i•�." . BC 120 0.00 24.46 :i •' Apply purlins to any chords above or below fillers •. at 24"OC unless shown otherwise above. 2 • Q.708,1 ' SI Wind t* ;:4. ;Wind loads based on MWFRS with additional C&C «• a member design. : S AT t• 0 ,ti . Right end vertical exposed to wind pressure. S. '• f , �.�W4r• Deflection meets U240. t��'•.R f - 1 ••• :, .� co ,,,,,, 0NA� tl,,, 09/21/2018 '"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing:and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fir safety actices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for'permanent lateral restraint of webs shall have bracinginsalled per BCSI sections B3,B7 or B10, as applicable. Appplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE . drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building CComponents Group Inc.shall not be responsible for any deviation from this drawing an failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of oro-fessionar engineering responsibility solelyfor the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per-ANSIITPI 1 Sgec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org • Job Number: 606318 Ply: 1 SEQN:890339 /T11 HIPM Cust:R9353 JRef: 1WeK93530005 •• 778 VECUNA DR. DUVAL CTY(JAMES&SONS)778 VECUNA DR. DUVAL CT Qty: 1 FROM: DrwNo: 264.18.1330.11160 Truss Label: 620 JB / DF 09/21/2018 311"8 9'3"10 1478 191"6 24'5"8 3'11"8 I 5'4"2 I 4'10"14 I" 4'10"14 I 5'4"2 12 --4CX8 =3XX4 =5X5(") =4X4= 4X6[1 ) 4 L.,-- E 4X6 iii - - _- T Bin fro ,T A W1 " 1 - AII 1 Me L K J I N H 1113X4 =4X4[8] =5X6(") =3X8 =4X6[18] 1113X4(") A- 24'5"8 3'11" 5'1"2 576 576 5'0"10 1- 2'0"8 II 9'0"2 I 14'2"8 I 19'4"14 I 24'5"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.164 E 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.320 E 916 180 M 1231 /- /- /- /81 /31 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.034 C - - H 1106 /- /- 1- /39 /- EXP:B Kzt:NA Des Ld: 37.00 HORZ(TL): 0.067 C - - Wind reactions based on MWFRS NCBCLL:0.00 Mean Height:15.00 ft TCDL:4.0 psf Code I Misc Criteria Creep Factor:2.0 M Brg Width=5.0 Min Req= 1.5 H Br Width=3.5 Min Req1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.981 g = TPI Std: 2014 Max BC CSI: 0.779 Bearings M&H are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.807 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:NA FT/RT/PT:20(0)/5(2)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 B-C 63 -1731 E-F 107 -2832 Lumber C-D 97 -2713 F-G 78 -1935 D-E 107 -2832 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3:W1 2x6 SP#2: Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Plating Notes L-K 1607 -19 J-I 2027 -60 (**)3 plate(s)require special positioning.Refer to K-J 2759 -77 scaled plate plot details for special positioning requirements. Maximum Web Forces Per Ply(lbs) Plate Shift Table Webs Tens.Comp. Webs Tens. Comp. JT Plate Chord JT Plate Chord B-M 95-1195 J-F 893 -17 No Size Shift Bite No Size Shift Bite [8] W4X4 1.50 R 1.50 [18] W4X6 S 1.50 B-L 1648 -52 F-1 110 -750 [19] W4X6 2.75 R 1.75 C-K 12211 52 I-G 2119 -68 K-D 97 -375 G-H 68 -1042 Purlins �pttltantptlttby��� In lieu of structural panels or rigid ceiling use purlins PO N. "*i.: to laterally brace chords as follows: ••.••••.........''�, Chord Spacing(in oc) Start(ft) End(ft) , 6.•!�1t'' so',_ TC 48 -2.04 3.96 �1 t TC 35 3.96 24.46 •e •. BC 120 0.00 24.46 I �e ct Apply purlins to any chords above or below fillers • a, 0$r at 24' OC unless shown otherwise above. r. • s � Loading • • • :. #1 hip supports 3-11-8 jacks with no webs. ,; SAT = O •• Q • Wind *.X11 :• fi,/ % , 44 Wind loads and reactions based on MWFRS. <(`••''•f„",.•'�S Right end vertical exposed to wind pressure. lie A1A1 Deflection meets U240. ytyi titllt1111N���M` 09/21/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safely actices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint Of webs shall have bracing inssalled per BCI sections B3,B7 or B10, as applicable. Applplates to each faceof truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building�CComponents Group Inc.shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI/TPI1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive T N listing this drawing indicates acceptance of orooessronar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Desigrfer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC:www.iccsafe.org • Job Number: 606318 Ply: 1 SEON:890325 /T51 HIPM Cust:R9353 JRef: 1WeK93530005 # 778 VECUNA DR. DUVAL CTY(JAMES&SONS)778 VECUNA DR. DUVAL CT Qty: 1 FROM: DrwNo: 264.18.1330.12850 Truss Label: C21 JB / DF 09/21/2018 5'7"12I 11'8"3 I 15' I 17'8" , 23 2" 5'7"12 6'0"6 3'3"13 2'8" 56" =_5XE") 1112X4 =4X4[G] -I- - %4X6(1 II 2] 12 fi 4 u, g 5X5('7 C, i - B 11 3.r5 ._ A i - K J B2 I H ro 4X6(A1) = X8(") =8X8(") 1112X6(21] - r --232" --i 58" 12' 5'6" 2' 5,8" i 17,8" i -- 23.2., Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.165 J 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.261 J 999 180 K 1217 /- /- /545 /225 /150 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.056 G - - H 1076 /- /- /438 /195 /- Des Ld: 37.00 EXP:B Kzt:NA HORZ(TL): 0.088 G - - Wind reactions based on MWFRS Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 K Brg Width=5.5 Min Req= 1.5 NCBCLL: 10.00 TCDL:4.0 psf Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.992 H Brg Width=3.5 Min Req= 1.5 TPI Std: 2014 Max BC CSI: 0.979 Bearings K&H are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h to 2hMembers not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.643 Loc.from endwall:not in 144.00 R FT/RT/PT:20(0)/5(2)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 B-C 632 -3006 E-F 220 -1052 Lumber Wind C-D 628 -2995 F-G 220 -1052 D-E 237 -1116 Top chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C Bot chord 2x6 SP#2:B2 2x6 SP SS Dense: member design. Maximum Bot Chord Forces Per Plylbs ) Webs 2x4 SP#3 Right end vertical exposed to wind pressure. Chords Tens.Comp. Chords Tens. Comp. Special Loads Deflection meets L/240. -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) B-J 2820 -589 J-I 1623 430 TC:From 55 plf at -2.00 to 55 plf at 23.17 Maximum Web Forces Per Ply From 4 plf at -2.00 to 4 plf at 0.00 (lbs ) BC:From 20 plf at 0.00 to 20 plf at 6.11 Webs Tens.Comp. Webs Tens. Comp. BC:From 60 plf at 6.11 to 60 plf at 17.22 J-D 1395 -266 I-G 1416 -296 BC:From 20 plf at 17.22 to 20 plf at 23.17 D-I 218 -675 G-H 240 -1106 Plating Notes (")4 plate(s)require special positioning.Refer to scaled plate plot details for special positioning tgrttnfuyft requirements. oiNK u►qo Plate Shift Table \ ........• `1�4,%� JT Plate Chord JT Plate Chord ``�••e t.E Sv••. ,loN', No Size Shift Bite No Size Shift Bite aYe•• 4+ ••• . [12] W4X6 1.75 R 1.75 [20] W4X4 1.75 R 1.75 :f J •• . [21] W2X6 S 3.50 yz ar • O.708 b 1 Purlins - i In lieu of structural panels or rigid ceiling use purlins * : i •: ' s to laterally brace chords as follows: %Chord Spacing(in oc) Start(ft) End(ft) S AT 0 , TC 26 -2.00 15.02 4� : •• TC 48 15.02 23.17 ��•ems p„.. ,...,.44,,,4. r •�0 • vA.., BC 116 0.15 23.17 et •••.� �.• N C •■..,.,• atAy OC purlins te any shown ds above or below fillers f Istet jO&rA�C� at 24"OC unless shown otherwise above. CO ;8 N " �� MMrairlitAifM1" 09/21/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)f�r safety practices prior to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attachd rigid ceiling Locations shown for permanent lateral restraint of webs shall havebracinginsailed per BCI sections B3,B7 or B10, as applicable. AppTy plates to each faceof truss and position as shown above and on te Joint Details, unless noted otherwise. Refer to ALPINE . drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_components Group Inc.shall not be responsible for any deviation from this drawin an failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drrwing or cover page.. 6750 Forum Drive listing this drawing,indicates acceptance of proTessronar engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure isp the responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 • M • Job Number: 606318 Ply: 1 SEAN:890331 /T56 HIPM Gust:R9353 JRef: 1WeK93530005 • 778 VECUNA DR. DUVAL CTY(JAMES&SONS)778 VECUNA DR. DUVAL CT Qty: 1 FROM: DrwNo: 264.18.1330.14397 Truss Label: C22 JB / DF 09/21/2018 5'8" 111r313' II 17'8" 23'2" I 5'8" I 6,0"3 I 1'3"13 4'8" I' 5'6" 4x6(*') 1112X4 1114X4[181[18) \\\4X6[10][10] E FG _ _ D 0 0 II 12 Il i.0. V ,o1112X4 N. a in En e n 3is A���� I ] J 4X6(A1) =8X8() B2 =8X8('•) 1112X6[19] 1 232" 1 5'8" 12'12 I 5'6" I 2 5'8" 17,8„ 23,2" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.163 J 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.257 J 999 180 K 1217 /- /- /541 /225 /131 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.041 G - - H 1077 /- /- /427 /196 /- Des Ld: 37.00 EXP:B Kzt:NA HORZ(TL): 0.064 G - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 K Brg Width=5.5 Min Req= 1.5 H BrgWidth=3.5 Min Req 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.994 =Bearings K&H are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.986 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.600 Loc.from endwall:not in 36.00 ft FT/RT/PT:20(0)/5(2)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver.17.02.02A.1213.21 B-C 634 -3015 E-F 259 -1241 Lumber Wind C-D 631 -3008 F-G 259 -1241 D-E 266 -1256 Top chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C Bot chord 2x6 SP#2:B2 2x6 SP SS Dense: member design. Maximum Bot Chord Forces Per Plylbs Webs 2x4 SP#3 Right end vertical exposed to wind pressure. (lbs) Deflection meets U240. Chords Tens.Comp. Chords Tens. Comp. Special Loads B-J 2830 -592 J-I 1612 -425 ---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC:From 55 plf at -2.00 to 55 plf at 23.17 BC:From 4 plf at -2.00 to 4 plf at 0.00 Maximum Web Forces Per Ply(lbs ) BC:From 20 plf at 0.00 to 20 plf at 6.11 Webs Tens.Comp. Webs Tens. Comp. BC:From 60 plf at 6.11 to 60 plf at 17.22 J-D 1418 -271 I-G 1574 329 BC:From 20 plf at 17.22 to 20 plf at 23.17 D-I 200 -438 G-H 240 -1108 Plating Notes (")3 plate(s)require special positioning.Refer to scaled plate plot details for special positioning �n�ltnrurrtu� requirements. N1N b Plate Shift Table \�,•+••:f:�•affk'r�'4.'4;i�� JT Plate Chord JT Plate Chord No '• ��y No Size Shift Bite No Size Shift Bite 1 •••NC Sfi ..Q 1 . [10] W4X6 1.75 R 1.75 [18] W4X4 1.50 R 1.75 :=-'4 •' [19] W2X6 S 3.50 z I • o.708,1 Purlins - ! In lieu of structural panels or rigid ceiling use purlins Y * : /I. • It. s to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) t S AT : 0 TC 23 -2.00 13.02 +A��% ;t4V�r TC 49 13.02 23.17 ••• 1 ` '•'0 v BC 116 0.15 23.17 �� `•. - 1' .• +�� . 41. Apply purlins to any chords above or below fillers (+ l� at 24"OC unless shown otherwise above. CO f giONAL { ,, ,r ' llrwllOble 09/21/2018 "'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr safely practices prior to performing these functions. Installers shall provide temporary /d111)bracin per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10, as applicable. Applates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Q omponents Group Inc.shall not be responsible for any deviation from this drawin any failure to build the ANCOMPANY truss in conformance with ANSI/IP! 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pale 6750 Forum Drive f W listing this drawing indicates acceptance of oroTesslonar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP!1 SSc.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number. 606318 Ply: 1 SEQN:890313 /T58 HIPM Cost:R9353 JRef: 1WeK93530005 • 778 VECUNA DR. DUVAL CTY(JAMES&SONS)778 VECUNA DR. DUVAL CT Qty: 1 FROM: DrwNo: 264.18.1330.15983 Truss Label: C23JB / DF 09/21/2018 5'8" 11' 17'8" 23'2" I I- 5'8" I- 5'4" I 6'8" I 5'6" H0310" E---4X413) 11124 FT2 =4X4[1`81 12 i {) IT 4 i___-- 112X4 C I ih � 3'15 A I B 71-1 K 4X6(A1) -7X6(") B2 - 8X8(**) 1112X6[201 1 232"- -ii 1-2' I 5'9"12 I 1110"4 I 5'6" I 5'9"12 17'8" 232" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.162 J 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.256 J 999 180 K 1217 /- /- /535 /225 /111 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.040 C - - H 1076 /- /- /418 /195 /- EXP:B Kzt:NA Des Ld: 37.00 HORZ(TL): 0.063 C - - Wind reactions based on MWFRS Mean Height:15.00 ft K BrgWidth=5.5 Min Req1.5 NCBCLL: 10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 = Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.994 H Brg Width=3.5 Min Req= 1.5 TPI Std: 2014 Max BC CSI: 0.982 Bearings K&H are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h to 2hMembers not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.692 Loc.from endwall:not in 144.00 ft FT/RT/PT:20(0)/5(2)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE,HS VIEW Ver.17.02.02A.1213.21 B-C 615 -2923 E-F 317 -1521 Lumber Wind C-D 604 -2880 F-G 317 -1521 D-E 565 -2711 Top chord 2x4 SP SS Dense:T2 2x4 SP#2: Wind loads based on MWFRS with additional C&C Bot chord 2x6 SP#2:B2 2x6 SP SS Dense: member design. Maximum Bot Chord Forces Per Plylbs ) Webs 2x4 SP#3 Right end vertical exposed to wind pressure. Chords Tens.Comp. Chords Tens. Comp. Special Loads Deflection meets U240. (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) B J 2727 -571 J-I 1889 425 TC:From 55 plf at -2.00 to 55 plf at 23.17 Maximum Web Forces Per Ply From 4 plf at -2.00 to 4 plf at 0.00 (lbs) BC:From 20 plf at 0.00 to 20 plf at 6.11 Webs Tens.Comp. Webs Tens. Comp. BC:From 60 plf at 6.11 to 60 plf at 17.22 J-E 1201 -226 I-G 1815 -379 BC:From 20 plf at 17.22 to 20 plf at 23.17 F-I 175 -401 G-H 241 -1111 Plating Notes (")3 plate(s)require special positioning.Refer to scaled plate plot details for special positioning tyatnt>Mfr��, �' requirements. �1A11t f, Plate Shift Table ` ... .......• /r,?,�-.- JT Plate Chord JT Plate Chord , ,a,�e••i�t� S•••. `,��4 No Size Shift Bite No Size Shift Bite • [13] W4X4 S 1.50 [18] W4X4 1.50 R 1.50 . •'•• • [20] W2X6 S 3.50 >r l •: 1 ; 0.708, 1 71. Purlins r • In lieu of structural panels or rigid ceiling use purlins 1* : i % ' to laterally brace chords as follows: : .--- %A* Chord Spacing(in oc) Start(ft) End(ft) ti` S T : 0 • F• TC 40 -2.00 11.02 A d LV TC 25 11.02 23.17 . �`/ r we BC 118 0.15 23.17 �.rCl.�••a - � •'•+��. Apply purlins to any chords above or below fillers [' (+t••••....•••Ncj at 24"OC unless shown otherwise above. CO ' �ONA� ` N�� wik 09/21/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections 83,B7 or B10, as applicable. Appllplates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. refer to A ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin omponents Group Inc.shall not be responsible for any deviation from this drawin an failure to build the A.-,,,01u,µ, truss in conformance with ANSI/TPI1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa a 6750 Forum Drive listing this drawing,indicates acceptance of ro essiona engineering responsibility solely for the desi n shown. The suitability Suite 305 and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sgc.2. Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org . • Job Number. 606318 Ply: 1 SEQN:890300 /T54 SPEC Gust:R9353 JRef: 1WeK93530005 • 778 VECUNA DR. DUVAL CTY(JAMES&SONS)778 VECUNA DR DUVAL CT Qty: 2 FROM: DnvNo: 264.18.1330.17480 Truss Label: C24 JB / DF 09/21/2018 5'8" 11,8„ 17,8„ 232" I 58" I 6' I 6' I 5'6" =5X5 D 12 4 p 12X4 ifi III2X4 o C E N • a er B F amts ELI lb. 9.1)A =4X6(A1) =7X6(••) =7X6" ) B3 =4X6(A11) S. 237" _ 1 2, I 5'9"12 I 11'8"8 5'T'12 -I 5'9"12 17'6"4 23'2" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pfin PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/dei L/# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.169 H 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.267 H 999 180 I 1210 /- /- /512 /224 /71 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.037 C - - F 1084 /- /- /438 /197 /- Des Ld: 37.00 EXP:B Kzt:NA HORZ(TL): 0.058 C - - Wind reactions based on MWFRS Mean Height:15.00 ft Code/Misc Criteria CreepFactor:2.0 I Brg Width=5.5 Min Req= 1.5 NCBCLL:10.00 TCDL:4.0 psf Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.993 F Brg Width=3.5 Min Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.989 Bearings I&F are a rigid surface. RepFactors Used:Yes Max Web CSI: 0.521 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 36.00 ft FT/RT/PT:20(0)/5(2)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 B-C 634 -3005 D-E 619 -2941 Lumber C-D 628 -2984 E-F 625 -2961 Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x6 SP SS Dense:B3 2x6 SP#2: Chords Tens.Comp. Chords Tens. Comp. 2x4 SP#3 Special Loads B-H 2815 -591 G-F 2773 -582 H-G 1643 -364 (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC:From 55(gat -2.00 to 55 plf at 23.17 Maximum Web Forces Per Ply From 4 plf at -2.00 to 4 plf at 0.00 (lbs ) BC:From 20 plf at 0.00 to 20 plf at 6.11 Webs Tens.Comp. Webs Tens. Comp. BC:From 60 plf at 6.11 to 60 plf at 17.22 H-D 1369 -263 D-G 1319 -252 BC:From 20 plf at 17.22 to 20 plf at 23.17 Plating Notes (")2 plate(s)require special positioning.Refer to r�11fNk scaled plate plot details for special positioning �NM1a wr, 104 requirements. �04 H. /,� *4.,.. Purlins �1`, •.••.•..•...• f'4._ In lieu of structural panels or rigid ceiling use purlins , 1_••e�GE `S . •.f (^, ♦ . • ` I` to laterally brace chords as follows: itb.•• Chord Spacing(in oc) Start(ft) End(ft) a •• TC 33 -2.00 11.67 = • 0.708 1 TC 34 11.67 23.17 s I » BC 117 0.15 23.02 r 1 Apply purlins to any chords above or below fillers : • r at 24"OC unless shown otherwise above. Z S AT ; 0 • _ Q Wind '• A. • / 41,'L Wind loads based on MWFRS with additional C&C /�ej ��`,,+l�.+'• � �yt� member design. �j COA#OkliAr mb aN at. .34004 i000110 09/21/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fosafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10, as applicable. AppTy plates to each face of truss and position as shown above and on the Joinf etails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the �,,,.(0,,,„v truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of_trussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawing indicates acceptance of prooesstonar engineering responsibility solely for the desi n shown. The suitability Suite 305 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP!1 Sec.2. For more information see this job'sgeneral notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www. inst.or ,SBCA: www.sbcindus Orlando FL,32821 1 p g p tp g, try.com;ICC: www.iccsafe.org • • Job Number: 606318 Ply: 1 SEQN:890308 /T59 HIPS Gust:R9353 JRef: 1WeK93530005 ' 778 VECUNA DR. DUVAL CTY(JAMES 8 SONS)778 VECUNA DR. DUVAL CT Qty: 1 FROM: DrwNo: 264.18.1330.19357 Truss Label: C25 JB / DF 09/21/2018 58" 11' 12'4" 17'8" 23'2" I 58" I 5,4" I 1,4„I- 5,4„ I 56" 'I 5X6(") __5X6(") D T2 E - T ,2 ■! 4 111 2x 12X4 1112X4 C F iq r- 1 B G 3"15 !IIIDJ \ 410 A - 4X6(A1) ""7X6(") =7X6(**) =_4X6(A1) - 1 232" 1 5'912 11'8"8 5'7"12 2II 5'9"12 I 17'6"4 I 23'2" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.158 I 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.236 I 999 180 J 1211 /- /- /513 /225 /67 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.033 C - - G 1085 /- /- /438 /197 /- Des Ld: 37.00 EXP.B Kzt:NA HORZ(TL): 0.053 C - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:2.0 J Brg Width=5.5 Min Req= 1.5 TCDL:4.0 psf BldgCode: FBC 2017 RES Max TC CSI: G Brg Width=3.5 Min Req= 1.5 Soffit: 2.00 BCDL:5.0 psf 0.958 Bearings J&G are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.631 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.490 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 36.00 ft FT/RT/PT:20(0)/5(2)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 B-C 633-2998 E-F 625 -2955 Lumber C-D 625 -2969 F-G 633 -2985 D-E 387 -1750 Top chord 2x4 SP#2:T2 2x6 SP#2: Bot chord 2x6 SP SS Dense Maximum Bot Chord Forces Per Ply(lbs) 2x4 SP#3 ( ) Chords Tens.Comp. Chords Tens. Comp. Special Loads B-I 2807 -589 H-G 2794 -589 ---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) I-H 1750 -387 TC:From 55 plf at -2.00 to 55 plf at 23.17 BC:From 4 plf at -2.00 to 4 plf at 0.00 Maximum Web Forces Per Ply From 20 plf at 0.00 to 20 plf at 6.09 (lbs) BC:From 60 plf at 6.09 to 60 plf at 17.24 Webs Tens.Comp. Webs Tens. Comp. BC:From 20 plf at 17.24 to 20 plf at 23.17 I-D 1286 -237 E-H 1279 -237 Plating Notes ("")4 plate(s)require special positioning.Refer to scaled plate plot details for special positioning AIN ,osr„rnirrrrpyrr requirements. �A N� y 1" hi Purlins `.•••"..........I�,�1 In lieu of structural panels or rigid ceiling use purlins `t:0.\>GE , 8k, `.:'l.." y to laterally brace chords as follows: e" ; Chord Spacing(in oc) Start(ft) End(ft) t i Si TC 33 -2.00 11.00 i 20.708, 1 TC 16 11.00 12.33 - • TC 34 12.33 23.17 i * i BC 120 0.15 23.02 • R F.Apply purlins to any chords above or below fillers ' S AT; 0 ; Job Number: 606318 Ply: 1 SEQN:890343 /T55 HIPS Cust:R9353 JRef: 1WeK93530005 ! 778 VECUNA DR. DUVAL CTY(JAMES&SONS)778 VECUNA DR. DUVAL CT Qty: 1 FROM: DrwNo: 264.18.1330.22457 Truss Label: C26 JB / DF 09/21/2018 410"14 9' 14'4" 155"2 232" I4'10"14 I 4'1"2 I 54" I 4'1"2 I 4'8"14 =4X8 =4X6(") D 12 fir, 4 V 2X4 2X4 C F V) H alio r'is AI 1 =4X4(••) =5X5(".) =3X8 =4X4(") r 23'2" _ 9' 52"4 8'11"12 I—2 I 9' I 14'2"4 I 23'2" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.107 I 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.197 I 999 180 B 990 /- 1- /512 /88 /57 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.035 H - - G 860 /- 1- /438 /63 /- Des Ld: 37.00 EXP:B Kzt:NA HORZ(TL): 0.064 H - - Wind reactions based on MWFRS Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 B Brg Width=5.5 Min Req= 1.5 NCBCLL:10.00 TCDL:4.0 psf Soffit: 2.00 BCDL:5.0psf Bldg Code: FBC 2017 RES Max TC CSI: 0.997 G Brg Width=3.5 Min Req= 1.5 Bearings B&G are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.746 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.135 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT/PT:20(0)/5(2)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 B-C 481 -1980 E-F 387 -1664 Lumber C-D 393-1672 F-G 484 -1977 D-E 385 -1560 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Plating Notes B-I 1843 -419 H-G 1841 -414 (**)4 plate(s)require special positioning.Refer to I-H 1556 -298 scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 45 -2.00 9.00 �ttttutHlrWry+h TC 53 9.00 14.33 , ryj_ TC 49 14.33 23.17 ;�*A H" , rhy� BC 120 0.15 23.02 •w•••..-••• ,..* Apply purlins to any chords above or below fillers � y"ems• .•�/ r at 24"OC unless shown otherwise above. ,`4.4. GE Sk .�0 Y' Wind i/ If. " Wind loads based on MWFRS with additional C&C 0.708, member design. e • - ,,a, 9. S T 0 :fir :w j'S COA#/4t,<Azt.:94 1 -IN., I 0' r, tootles 09/21/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fii'safetty practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppeerly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10, as applicallle. Applplates to each face oft truss and position as shown above and on the Joinf etails, unless noted otherwise. Refer to ALPINE rawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_components Group Inc.shall not be responsible for any deviation from this drawingQ anvy failure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of pro essionaengineering responsibility solely for the design shown. The suiTability and use of this 8iawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sbc.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE:www.aipineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org • Job Number. 606318 Ply: 1 SEQN:890347 /T57 HIPS Cust:R9353 JRef: 1WeK93530005 • 778 VECUNA DR. DUVAL CTY(JAMES 8 SONS)778 VECUNA DR. DUVAL CT Qty: 1 FROM: DrwNo: 264.18.1330.23770 Truss Label: C27 JB / DF 09/21/2018 7' 11'8" 16'4" 23'2" 7' I 4'8" 4'8" I 6,10" 6X8X (") 1112X4 =5X8(") 12C E T 4MN iv BIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII%ib.F_ o 1rn 315A // _ u 1 4y10 =3X10(81) 1112X4 =H0610(") 1112X4 =4X8(81) I- 23'2" A 7'1"12 4'6"4 4'6"4 6'1112 2 I 7'192 11'8" I {16'2"4 23'2" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl IJ# ' Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.275 D 998 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.515 D 532 180 B 1794 /- /- /- /144 /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.058 G - - F 1679 /- /- /- /112 /- Des Ld: 37.00 EXP:B Kzt:NA HORZ(TL): 0.109 G - - Wind reactions based on MWFRS Mean Height:15.00 ft Code/Misc Criteria CreepFactor:2.0 B Brg Width=5.5 Min Req1.8 NCBCLL:0.00 = TCDL:4.0 psfF Br Width=3.5 Min Req1.7 Soffit: 2.00 , BCDL:5.0psf Bldg Code: FBC 2017 RES Max TC CSI: 0.982 9 = Bearings B&F are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.520 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.318 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:NA FT/RT/PT:20(0)/5(2)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE,HS VIEW Ver:17.02.02A.1213.21 B-C 285 -4340 DE 313 -4810 Lumber C-D 313-4810 E-F 293 -4310 Top chord 2x4 SP#2 Bot chord 2x4 SP SS Dense Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Plating Notes B-I 4063 -256 H-G 4066 -260 I-H 4099 -252 G-F 4031 -264 (**)3 plate(s)require special positioning.Refer to scaled plate plot details for special positioning Maximum Web Forces Per Plylbs requirements. (lbs) Webs Tens.Comp. Webs Tens. Comp. Purlins C-I 586 0 H-E 834 -59 In lieu of structural panels or rigid ceiling use purlins C-H 797 -69 G-E 572 0 to laterally brace chords as follows: D-H 155 -541 Chord Spacing(in oc) Start(ft) End(ft) TC 24 -2.00 7.00 uutnlrW TC 21 7.00 16.33 uuoi3Oi TC 24 16.33 23.17 NO (� N �y BC 120 0.15 23.02 \AM " " i_ %r.•. Apply purlins to any chords above or below fillers `y „•••'•:•••.... �/ '4 at 24"OC unless shown otherwise above. ,. .v,•e-`GE S •• 0 '+,, Loading C `t n ' •"; #1 hip supports 7-0-0 jacks at left end and 6-10-0 � : O.708, jacks at right end.Jacks have no webs. Wind * I. • a Wind loads and reactions based on MWFRS. j . S AT; 0 • COA#0 '4.6 w0r 09/21/2018 **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI ana SBCA)f/r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o'therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Appy plates to each face.oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildingg CCompon nts Group Inc.shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of.trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of prooessronar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibilit7 of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job'sgeneral notes page and these web sites: ALPINE:www.al ineitw.com;TPI: www. inst.or SBCA: www.sbcindus Orlando FL,32821 1 P 9 p tp g; try.com;ICC: www.iccsafe.org • • Job Number. 606318 Ply: 1 SEAN:890252 /T46 COMN Cust:R9353 JRef: 1WeK93530005 • 778 VECUNA DR. DUVAL CTY(JAMES&SONS)778 VECUNA DR. DUVAL CT Qty: 2 FROM:RCT DrwNo: 264.18.1330.25323 Truss Label: D28 JB / DF 09/21/2018 58"FI H 11'4" 5'8" 58" 4X4 12 C T 4 ✓ 0 co N b N B D N 1 3�s A _ ` E 3X4(A1) 1112X4 H =3X4(A1) 1'0"8 1'0'•8 H 1 9'3• 1 -I I 2' + 5 8 + 5'8" + 2'-H 58" 11'4" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.072 C 999 240 LOG R+ I R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.136 F 111 180 G 566 /- /- /319 /47 /49 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.009 C - - H 566 1- I- /319 /47 /- EXP:B Kzt:NA Des Ld: 37.00 — HORZ(TL): 0.018 C - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 G Big Width=5.5 Min Req= 1.5 TCDL:4.0 psf H Br Width=5.5 Min Re 1.5 Soffit: 2.00 BCDL:5.0psf Bldg Code: FBC 2017 RES Max TC CSI: 0.595 g q= Bearings G&H are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.787 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.064 Maximum Bot Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT/PT:20(0)/5(2)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 B-F 445 -53 F-D 445 -52 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 -2.00 13.33 BC 120 0.00 11.33 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C ttt/ttttptirrl member design. �` Left and right cantilevers are exposed to wind `04 H. L-f1y'i-- i-4" . o.708, 1 * I i . , ,vs S •T . p .tik 'rt .. -i. .�' r CO ,IVONAL ,� 1 a.na1h..-- " 09/21/2018 '""WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! "'IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingg shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fbr safely practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Appplates to each face oftrussand position as shown above and on the JointDetails , unless noted otherwise. Refer to ALPINE- drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the µ,r,,,; ,. truss in conformance with ANSI/IP! 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover pagge,, 6750 Forum Drive listing this drawing,indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suability and use of this dawing for any structure is the responsibiliWl of the Building Designer per ANSI/TPI 1 Sgec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.aipineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 • • Job Number: 606318 Ply: 1 SEON:890255 /T25 HIPS Gust:R9353 JRef: 1WeK93530005 • 778 VECUNA DR. DUVAL CTY(JAMES&SONS)778 VECUNA DR. DUVAL CT Qty: 1 FROM:RCT DrwNo: 264.18.1330.26740 Truss Label: D29 JB / DF 09/21/2018 5' I 6'4" I 11'4" 5' 1'4" 5H' =4X6 =4X4 12 C D T 4 [ =- 1 B E r` I 3y15 N A J=3X4(A1) 1112X4=3X4 =3X4(A1) F 1'0"81'0"8 H— I 9'3" 1 5'1"1210'1 5'3"8 I— 2' sl 5'1"12 'I 6'0"a 11'4„ 2' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA' PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.079 G 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.144 G 732 180 I 714 /- /- /- /68 /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.005 G - - J 714 /- /- /- /68 /- EXP:B Kzt:NA HORZ(TL): 0.009 G - - Wind reactions based on MWFRS Des Ld: 37.00 Mean Height:15.00 ft ) NCBCLL:0.00 Code I Misc Criteria Creep Factor:2.0 I Brg Width=5.5 Min Req= 1.5 TCDL:4.0 psf J BrgWidth=5.5 Min Re 1.5 Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.958 q= BCDL:5.0 psf Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.625 Bearings I&J are a rigid surface.Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.017 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:NA FT/RT/PT:20(0)/5(2)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 B-C 0 -549 D-E 0 -558 Lumber C-D 0 -481 Top chord 2x4 SP#2 Bot chord 2x4 SP SS Dense Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Purlins B-H 932 0 G-E 949 0 H-G 469 0 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 -2.00 5.00 TC 16 5.00 6.33 TC 75 6.33 13.33 BC 120 0.00 11.33 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading 0ptRtlttttlNlpjrlJ�i #1 hip supports 5-0-0 jacks with no webs. ,r1� `�lV� N� /f'"4:,,, Left side jacks have 5-0-0 setback with 0-0-0 cant ,F��`' ......••..•" r1Q � � and 2-0-0 overhang.End jacks have 5-0-0 setback �`rM•••9^GE•- �fi •L. •I •i- with 0-0-0 cant and 2-0-0 overhang.Right side jacks t i •.� "._ have 5-0-0 setback with 0-0-0 cant and 2-0-0 ,! • ,. I. overhang. _ ; * p s •• +3.708, 1 Wind — • ' . ,� i Wind loads and reactions based on MWFRS. s a Left and right cantilevers are exposed to wind y Z S •'T ; 0 %�,F i ."� 44.1 VII;.44,4*. lk —i‘ .0 *.1 09/21/2018 "WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint Of webs shall have bracing insalled per BCSI sections B3,B7 or B10, as applicable. Appy plates to each face.of truss and position as shown above and on the JoinrDetails, unless noted otherwise. (tefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc..shall not be responsible for any deviation from this drawing any failure to build the pN n,,o,,,,,.,� truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page.. 6750 Forum Drive listing this drawing indicates acceptance of oro-tessionar engineering responsibility solely for the design shown. The suitability Suite os and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 606318 Ply: 1 SEAN:890371 /T9 EJAC Cust:R9353 JRef: 1WeK93530005 • 778 VECUNA DR. DUVAL CTY(JAMES 8,SONS)778 VECUNA DR. DUVAL CT Qty: 17 FROM: DrwNo: 264.18.1330.28330 Truss Label: EJ29 JB / DF 09/21/2018 C 12 4 to N Co B M 135 / m A 111.- 11 W=NA p 3X4(A1) i_ 7' I- 2' 17, -1 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ills) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/deft L/# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):NA B 405 /- /- /228 /35 /69 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.013 D - - D 123 /- /- /65 /- /- Des Ld: 37.00 EXP:B Kzt:NA HORZ(TL): 0.023 D - - C 160 /- /- /70 /47 /- Mean Height:15.00 ft Code I Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS NCBCLL:10.00 TCDL:4.0 psf Soffit: 2.00 BCDL:5.0psf Bldg Code: FBC 2017 RES Max TC CSI: 0.615 B Brg Width=5.5 Min Req= 1.5 Load Duration:1.25 TPI Std: 2014 Max BC CSI: 0.465 D Brg Width=1.5 Min Req=- MWFRS Parallel Dist:0 to h/2 C Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.from endwall:not in 4.50 ft FT/RT/PT:20(0)/5(2)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 -2.00 7.00 BC 75 0.15 7.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. iplHtttplpnrl Additional Notes A" H. ��*. Provide(2)0.131'x3.0",min.toe-nails at top chord. a..••••s.. }Q .�'�f t Provide(2)0.131'x3.0",min.toe-nails at bottom chord. '+'Q,E \06% •1 0 ' / . C. • _ iIii, 1 . o.708 at • 7t ' s ' = r \ *•pj ; ' S AT : O441841/AN AL ..,,?,0:". 09/21/2018 **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr safely practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottomhord shall have a progenyattached rigid ceiling Locations shown for Aermanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or B10, as applicable. AppTy plates to each faceof truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE P drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of professionar engineering responsibility solely for the design shown. The suitability and use of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.corn:TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org • Job Number: 606318 Ply: 1 SEAN:890364 /T36 EJAC Cust:R9353 JRef: 1WeK93530005 • 778 VECUNA DR. DUVAL CTY(JAMES&SONS)778 VECUNA DR. DUVAL CT Qty: 17 FROM: DrwNo: 264.18.1330.29910 Truss Label: EJ30 JB / DF 09/21/2018 C 12 j) 4 1.0 B ti N 3' 5 1 A p 'll 3X4(A1) 5' F 2' 15t - Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pfin PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/deft L/# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):NA B 338 /- /- /192 /36 /53 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.003 D - - D 84 /- /- /45 /- /- Des Ld: 37.00 EXP:B Kzt:NA HORZ(TL): 0.006 D - - C 105 /- /- /45 /31 /- Mean Height:15.00 ft Wind reactions based on MWFRS NCBCLL: 10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.531 B Brg Width=5.5 Min Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.219 D Brg Width=1.5 Min Req=- C Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.from endwall:Any FT/RT/PT:20(0)/5(2)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver.17.02.02A.1213.21 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 -2.00 5.00 BC 58 0.15 5.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. ofu4kttINN ,� Additional Notes basik H. .,,,,, Provide(2)0.131"x3.0",min.toe-nails at top chord. .�`'•`.,s*• •♦•.e.1li),. i� Provide(2)0.131"x3.0",min.toe-nails at bottom chord. '`r•Py1GE ' �• ••0 , ♦ 4 -:r i i •2Z .. : o. 08 1 • s E r ., g E. ,,)s S •T ' O ;Ct, „..,,si ..•..,••. ...xco ,,),.. CO 11 ,.ate 09/21/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg,handling shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)Mi.safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingg and bottomhord shall have a properlyattached rigid ceiling Locations shown for_permanent lateral restraint of webs shall have bracing installed per BCSISsections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JoiniDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for sandard plate positions. Alpine,a division of ITW Buildin CComponents Group Inc.shall not be responsible for any deviation from this drawin an failure to build the ,�.,,,, truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawina., ,T,,,, g or cover page 6750 Forum Drive listing this drawing indicates acceptance of oroTesstonar en ineerina responsibility solely for the desi n shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sc.2.aSuite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org • • Job Number: 606318 Ply: 1 SEAN:890363 /T28 GABL Gust:R9353 JRef: 1WeK93530005 • 778 VECUNA DR. DUVAL CTY(JAMES&SONS)778 VECUNA DR. DUVAL CT Qty: 1 FROM: DiwNo: 264.18.1330.33723 Truss Label: EJ31 JB / DF 09/21/2018 1- 187 9"12 1011 3'8" 4,10"4 2 I^1 2 F- 1.11.9 l 1'2"4 12 E 4 p T ill aT I s3X moi( m SC1 B �'■ v 1s I:I ; 1 N A F =3X4(C3 6(C5) 1112X4(12] I-- 5' H 3'8" 1'2"4 ["_2' 3,B,. I 4'1(7'4,�..12 (NNL) LE I- 5' H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.005 G 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.008 C 999 180 H* 187 /- 1- /92 /161 /62 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.003 E - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:B Kzt:NA HORZ(TL): 0.003 E - - H Brg Width=60.0 Min Req=- NCBCLL:10.00 Mean Height:15.00 ft Code/Mist Criteria Creep Factor:2.0 Bearing H is a rigid surface. TCDL:4.0 psf Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.993 Members not listed have forces less than 375# Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.139 Maximum Top Chord Forces Per Ply(lbs) RepFactors Used:Yes Max Web CSI: 0.115 Chords Tens.Comp. Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT/PT:20(0)/5(2)/4(0) B-C 409 -626 GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver.17.02.02A.1213.21 Maximum Bot Chord Forces Per Ply(lbs) Lumber Wind Chords Tens.Comp. Top chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C B-F 413 -50 Bot chord 2x4 SP#2 member design. Webs 2x4 SP#3 :Stack Chord SC1 2x4 SP#2: Additional Notes Plating Notes See DWGS Al4015ENC101014&GBLLETIN0118 for gable wind bracing and other requirements. All plates are 2X4 except as noted. Stacked top chord must NOT be notched or cut in (")1 plate(s)require special positioning.Refer to area(NNL).Dropped top chord braced at 24"oc scaled plate plot details for special positioning intervals.Attach stacked top chord(SC)to dropped requirements. top chord in notchable area using 3x4 tie-plates 24" oc.Center plate on stacked/dropped chord Plate Shift Table interface,plate length perpendicular to chord length. JT Plate Chord JT Plate Chord Splice top chord in notchable area using 3x6. No Size Shift Bite No Size Shift Bite [12] W2X4 S 2.25yllfftlNlgµro,i Purlins `pasA H. 1..�--4., . In lieu of structural panels or rigid ceiling use purlins `♦♦♦y �•••,•••••••.,.1 4 to laterally brace chords as follows: •�y••*•),0 • s,[. •• 0 ti Chord Spacing(in oc) Start(ft) End(ft) . ` • -. TC 12 -2.00 1.79 t�j • ,` TC 47 1.79 5.00 t 0.708 BC 57 0.29 5.00 1 • Apply purlins to any chords above or below fillers . . _ at 24"OC unless shown otherwise above. • , • • -. Loading 1. % S 'T; 0 F Truss designed to support 2-0-0 top chord outlookers %yyy �• uhf .• (`k/ and cladding load not to exceed 11.50 PSF one face '•.4 .f — ,.• �. and 24.0"span opposite face.Top chord must not .-.e. ......,,..••' G` be cut or notched,unless specified otherwise. CO lis L7ION-1:1....„‘0,,,,::; 1 QNa�, �� �t 4/o+oaNwtw 09/21/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI anSBCA)fbr safe y practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracinginstalled per BCI sections B3,B7 or B10, as applicable. Appplates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of oroTesslonar engineering responsibility solely for the design shown. The suitability Suite 305 and use of this drawing for any structure is the responsibiliW of the Building Designer per ANSI/TP1 1 Sec.2. Orlando FL,32821 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org • Job Number. 606318 Ply: 1 SEAN:890233 /T32 EJAC Cust:R9353 JRef: 1WeK93530005 • 778 VECUNA DR. DUVAL CTY(JAMES&SONS)778 VECUNA DR. DUVAL CT Qty: 1 FROM:RCT DrwNo: 264.18.1330.35703 Truss Label: EJ32 JB / DF 09/21/2018 C 12 11 4 E - U) 11162X4 1, 0T,1 . (V N A 1111 (V @ 1 t_ EI IIS)[2] D �I ii 5'3"8 2'O"8 I_ 5'3"8 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl IJ# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.000 B 999 180 E 341 /- /- /202 /51 /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 B - - D 106 /- /- /53 /- /- Des Ld: 37.00 EXP:B Kzt:NA HORZ(TL): 0.000 B - - C 122 /- /- /37 /25 /55 Mean Height:15.00 ft Code/Misc Criteria CreepFactor:2.0 Wind reactions based on MWFRS NCBCLL:10.00 TCDL:4.0 psf E Br Width=3.0 Min Re 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.346 D Brg Width=1.5 Min Req Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.347 g q=- Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.039 C Brg Width=1.5 Min Req=- g Bearing E is a rigid surface. Loc.from endwall:not in 9.00 ft FT/RT/PT:20(0)/5(2)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x6 SP#2 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [2] W2X4 S 2.75 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 -2.04 5.29 BC 63 0.00 5.29 Apply purlins to any chords above or below fillers oWt11rrtnf10tt,4ir�+' at 24' OC unless shown otherwise above. ♦ 11� �/(�}yr Wind 10s,ra.......�. . ,,�'4, Wind loads based on MWFRS with additional C&C �� •+«s\)G� S ' w, Cs �' member design. :' . Additional Notes I 4.708.1 ' Provide(2)0.131"x3.0",min.toe-nails at top chord. k. , : , E Provide(2)0.131"x3.0",min.toe-nails at bottom chord. .p t. S T . 0 ;: QpF f. � if D,� .�1 . - I % •,,.�ta��. cod 09/21/2018 "WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,byTPI and SBCA)f 'safely practices prior to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracinginstalled per BCI sections B3,B7 or B10, Igeht as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE" drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawin an failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drrwirig or cover page6750 Forum Drive v T listing this drawing,indicates acceptance of roTessronar engineering responsibilr solely for the design shown. The suitability and use of this rawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 SSc.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 • • Job Number: 606318 Ply: 1 SEQN:890202 /T20 EJAC Cust:R9353 JRef: 1WeK93530005 • 778 VECUNA DR DUVAL CTY(JAMES 8.SONS)778 VECUNA DR. DUVAL CT Qty: 1 FROM: D!wNo: 264.18.1330.39220 Truss Label: EJ33 JB / DF 09/21/2018 12 4 - C B �' r� M 3'115 E // ti A _ D 3X4(A1 ) F 2' I�-- 1'10"8 1'1 0"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CS1 Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L/# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):NA B 272 /- /- /159 /62 /28 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 D - - D 19 /-10 /- /19 /9 /- Des Ld: 37.00 EXP:B Kzt:NA HORZ(TL): 0.001 D - - C 3 1-4 /- /19 /16 /- Mean Height:15.00 ft Wind reactions based on MWFRS NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.497 B Brg Width=5.5 Min Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.112 D Brg Width=1.5 Min Req=- C Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.from endwall:Any FT/RT/PT:20(0)/5(2)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver.17.02.02A.1213.21 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 49 -2.00 1.87 BC 21 0.15 1.87 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. �gtt►r"n r�trur�.,,,� Additional Notes Wi H. �yf Provide(2)0.131"x3.0",min.toe-nails at top chord. ` ••••..•�sr� ��� Provide(2)0.131'x3.0",min.toe-nails at bottom chord. F.\.•�• SCE SL.. .c - . • Z /gy8p 1 I : 0.70 'l E • ‘* 1 . i : ' s` s 00•• SAT : O •• 1•4 ` Z, . ;4,..4. * - k „.• ,+ 4,t 15..,...• CO2+i O N At...1�, +r"'kaa,ntetwl1."iia 09/21/2018 "WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling p n shipping,installing,and bcing. Refer to and follow the latest editionof BCSI(Building Component SafetyInformation,by TPI and SBCA for safety practices prior to performing these functions. Installers shallprovide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached hold ceiling. Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections 63,B7 or B10, as applicable. Applates to each face oftrussand position as shown above and on the JointDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Componnts Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the iwmvcoMumn truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this dr wi g or cover pa a6750 Forum Drive listing this drawing,indicates acceptance of proTessionar engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Stc.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA: www.sbandustry.com;ICC: www.iccsafe.org Job Number: 606318 Ply: 1 SEQN:890358 /T10 HIP_ Cust:R9353 JRef: 1WeK93530005 • 778 VECUNA DR. DUVAL CTY(JAMES 8 SONS)778 VECUNA DR. DUVAL CT Qty: 2 FROM: DrwNo: 264.18.1330.41183 Truss Label: HJ34 JB / DF 09/21/2018 5,5,11I 9'10"1 { 5'5"11 4'4"5 D T 2.83 L 2X4 •f C N_ F- n CV <h iio 3"15tiss _ I•t A _ - -2..--•••-._ FE 3X4(A1) =4X4 2,9„15 { 9.3., „1 9'3'• {9,1J"1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.031 C 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.055 C 999 180 G 481 /- /- /- /58 /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.005 F - - E 333 /- /- /29 /- /- EXP:B Kat:NA Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.007 F - - D 210 /- /- /- /66 /- NCBCLL:0.00 TCDL:4.0 psf Code/Misc Crtteria Creep Factor:2.0 Wind reactions based on MWFRS Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.998 G Brg Width=7.0 Min Req= 1,5 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.309 E Brg Width=1.5 Min Req=- Factors Used:No Max Web CSI: 0.292 D Brg Width=1.5 Min Req=- Spacing:24.0” C&C Dist a:3.00 ft Rep Bearing G is a rigid surface. Loc.from endwall:NA FT/RT/PT:20(0)/5(2)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Chords Tens.Comp. Lumber B-C 141 -705 Top chord 2x4 SP#2 Bot chord 2x4 SP SS Dense Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Purlins B-F 677 -128 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Maximum Web Forces Per Ply Spacing(in oc) Start(ft) End(ft) (lbs ) TC 63 -2.83 9.84 Webs Tens.Comp. BC 116 0.15 9.84 Apply purlins to any chords above or below fillers C-F 134 -711 at 24"OC unless shown otherwise above. Loading Hipjack supports 6-11-8 setback jacks with no webs. plpmtlt rHltbt/,�f Wind `* R�►V�� i �. 'f�yf Wind loads and reactions based on MWFRS. s�� 1 �.. ..S �1�?/� �. Additional Notes �.��+�• •.•1. . Provide(2)0.131"x3.0",min.toe-nails at top chord. t. Provide hanger or special connection at bottom chord. .► tt: • o.708. 1 , • * • . i • t a •ot S T ' O ;� � 4 far co �+d 1.4 w�tts",. 09/21/2018 _ "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing..Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI enc?SBCA)fosafety practices prior to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd riggid ceiling. Locations shown for permanent lateral restraint of webs shall havebracinginstalled per BCSI sections B3,B7 or B10, as applicaf 1e. Appplates to each face of truss and position as shown above and on te Joint-Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin omponents Group Inc.shall not be responsible for any deviation from this drawin an failure to build the ,,,W,OMFANY truss in conformance with ANSI/ 11,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing,indicates acceptance of proTessionar engineering responsibility solely for the design shown. The surf-ability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org • • • Job Number: 606318 Ply: 1 SEAN:890355 /T42 HIP_ Gust:R9353 JRef: 1WeK93530005 • 778 VECUNA DR. DUVAL CTY(JAMES&SONS)778 VECUNA DR. DUVAL CT Qty: 3 FROM: DrwNo: 264.18.1330.43427 Truss Label: HJ35 JB / DF 09/21/2018 C 12 2.83 0 N —r r 0 B N- N 15 'i A E — D 3X4(A1) t- 7'0"2 I- 2'1 0"11 I7'0"2 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/deft L# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):NA E 356 /- /- /- /51 /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.003 D - - D 68 /- /- /32 /- /- Des Ld: 37.00 EXP:B Kzt:NA HORZ(TL): 0.006 D - - C 171 /- /- /- /44 /- Mean Height:15.00 ft Wind reactions based on MWFRS NCBCLL:0.00 TUX:4.0 psf Code/Misc Criteria Creep Factor:2.0 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.840 E Brg Width=7.0 Min Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.225 D Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.000BC Brg Width=1.5 Min Req=- Loc.from endwall:NA FT/RT/PT:20(0)/5(2)/4(0) Members E is a listedrid haysurfe co. GCpi:0.18 Plate Type(s): Members not have forces less than 375# Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 -2.89 7.01 BC 75 0.15 7.01 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Hipjack supports 4-11-8 setback jacks with no webs. Windlt{ptsettbptrrhhy Je Wind loads and reactions based on MWFRS. Ick _�l A H, L�fiM,r,. Additional Notes 4 ••;°E••. s •.' f0'' Provide(2)0.131"x3.0",min.toe-nails at top chord. ;.•�. F .'• 'r Provide(2)0.131"x3.0",min.toe-nails at bottom chord. :• a • a.708.1 • * : i , , : I. ,a t SAT . O :2. pAp 0,..."4. A - 117i '.•+':,�1�'', rCe ••• 6 CO V AIONAL t"or- 09/21/2018 '"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingg shippinginstalling.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fbi safety ractices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have braacin installed per BCSI sections B3,B7 or 610, igiki as applicable. AppTy plates to each faceof truss and position as shown above and on the JoinTDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN., - . truss In conformance with ANSI TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pae 6750 Forum Drive listing this drawing indicates acceptance of orofesslonar en ineering responsibility solely for the desi n shown. The sui bility and use of this drawing for any structure is the responsibilit9'of the Building Designer per ANSI/TPI 1 S'"ec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.cow;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org • • • Job Number: 606318 Ply: 1 SEAN:890196 /T38 HIP_ Gust:R9353 JRef: 1WeK93530005 • 778 VECUNA DR. DUVAL CTY(JAMES&SONS)778 VECUNA DR. DUVAL CT Qty: 1 FROM: DrwNo: 264.18.1330.46530 Truss Label: HJ36 JB / DF 09/21/2018 C 12 2.83L_-- if/ 3X6 cv B A W2 N CV DI/N i F ED III 4 =3X3 7,1 n9 3rr h2r11rr6 —I 7'1"9 r I 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.010 E 999 240 Loc R+ /R- /Rh /Rw /U I RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.018 E 999 180 F 411 /- /- /- /60 /- BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.002 B - - D 81 /- /- /42 /- /- Des Ld: 37.00 EXP:B Kzt:NA HORZ(TL): 0.003 B - - C 190 /- /- /- /56 /- NCBCLL:0.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS TCDL:4.0 psf F BrgWidth=3.5 Min Req1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.479 = Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.293 D Brg Width=1.5 Min Req=- C Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.056 Bearing F is a rigid surface. Loc.from endwall:NA FT/RT/PT:20(0)/5(2)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Lumber Top chord 2x4 SP SS Dense Bot chord 2x4 SP#2 Webs 2x6 SP#2:W2 2x4 SP#3: Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 -2.95 7.42 BC 89 0.00 7.42 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Hipjack supports 5-3-0 setback jacks with no webs. tgatnrttur �� Wind H. r.�''fl'4. Wind loads and reactions based on MWFRS. ` ••.••••..••�i?," .s i Additional Notes ���•�� � S£+ :•0 - Provide(2)0.131"x3.0",min.toe-nails at top chord. i Provide(2)0.131'5(3.0",min.toe-nails at bottom chord. •• • O. 7,.! * . ' e ' :• _ • � ‘ S .Tw 0 . 'Zit Zi t coed plio SZ,.4.."..- ., L v. . NAOr 09/21/2018 "'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shippinginstalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fb'safety ractices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Appplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to LPA drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_g omponents Group Inc.shall not be responsible for any deviation from this drawing,anvy failure to build the a„ truss in conformance with ANSI/TPI1,or for handling,shipping,installation and bracing of trussesA seal on this drawiiig or cover page 6750 Forum Drive listing this drawing indicates acceptance of oroTessionar engineering responsibility solely for the desi n shown. The suitability and use of this drawing for any structure is the responsibility-of the Building Designer per ANSI/TPI 1 Sgec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com:TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 • Job Number: 606318 Ply: 1 SEQN:890352 /112 HIP_ Cust:R9353 JRef: 1WeK93530005 • 778 VECUNA DR. DUVAL CTY(JAMES&SONS)778 VECUNA DR. DUVAL CT Qty: 1 FROM: DrwNo: 264.18.1330.51087 Truss Label: HJ37 JB / DF 09/21/2018 12 C 2.83 sll —1 :4X6 B N 4 pre W2 N N A v i ■ i� MEMN F ED 1112X4 - -3X3 -- 2'10"10 -�I 5'2"15 3" 5'2"15 ' "7 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.003 E 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.005 E 999 180 F 343 /- /- /- /55 /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 C - - D 31 /- /- /26 /- /- Des Ld: 37.00 EXP:B Kzt:NA HORZ(TL): 0.001 C - - C 80 /- /- /- /26 /- Mean Height:15.00 ft Code/Misc Criteria CreepFactor:2.0 Wind reactions based on MWFRS NCBCLL:0.00 TCDL:4.0 psf F Brg Width=6.3 Min Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.403 D Brg Width=1.5 Min Req=- Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.118 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.091 C Brg Width=1.5 Min Req=- 0/5 2/4 0 Bearing F is a rigid surface. FT/RT/PT:20 Loc.from endwall:NA ( ) ( ) ( ) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Lumber Top chord 2x4 SP M-31 Bot chord 2x4 SP#2 Webs 2x6 SP#2:W2 2x4 SP#3: Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 -2.89 5.54 BC 66 0.00 5.54 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Hipjack supports 3-11-0 setback jacks with no webs. ;3Ktr11114t//hhr� Wind ` H, L.�f1'�1i. Wind loads and reactions based on MWFRS. _ `P*�„••••..,��`ii:t 'e,_ Additional Notes ,2.Z... ..�„\CM Sit` .... �; Top chord overhangs have been checked only for t : / L loads as indicated. Overhangs not checked for man = 0 7Q$ loads or long-term deflection. sS. • Provide(2)0.131"x3.0",min.toe-nails at top chord. ` *. i + s Provide(2)0.131"x3.0",min.toe-nails at bottom chord. , C _ 00 * SAT • O 111 s 1�r1r ‘to:•..Pi i . ' ... 4.Zsl' CO •l JiONa.- aNtiamitinitom 09/21/2018 ""WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)tsafety practices prior to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted o"therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling. Locations shown for permanent lateral restraint of webs shall have brQcingg installed per BCSI sections B3,B7 or B10, as applicaSle. Appllplates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_ omponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI1,or or handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing,indicates acceptance of oroTessfonar engineering responsibility solely for the design shown. The sunbility and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite F 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org ii • Job Number: 606318 Ply: 1 SEON:890199 /T35 HIP_ Cust:R9353 JRef: 1WeK93530005 • 778 VECUNA DR. DUVAL CTY(JAMES&SONS)778 VECUNA DR. DUVAL CT Qty: 1 FROM: DiwNo: 264.18.1330.53230 Truss Label: HJ38 JB / DF 09/21/2018 12 2.83 L C 'JI f B •, in 1// - O co A E D -- 3X4(A1 ) 2'7"1 2'9"15 _ 2'7"1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):NA E 210 /- /- /- /38 /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.002 D - - D - /-28 /- /10 /- /- Des Ld: 37.00 EXP:B Kzt:NA HORZ(TL): 0.003 D - - C - /-16 /- /2 /- /- Mean Height:15.00 ft Code/Misc Criteria CreepFactor:2.0 Wind reactions based on MWFRS NCBCLL:0.00 TCDL:4.0 psf Soffit: 2.00 BCDL:5.0psf Bldg Code: FBC 2017 RES Max TC CSI: 0.489 E Brg Width=7.0 Min Req= 1.5 TPI Std: 2014 Max BC CSI: 0.115 D Brg Width=1.5 Min Req=- Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 C Brg Width=1.5 Min Req=- Spacing:24.0•' C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.000 Bearing E is a rigid surface. Loc.from endwall:NA FT/RT/PT:20(0)/5(2)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 67 -2.83 2.59 BC 29 0.15 2.59 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Hipjack supports 1-10-0 setback jacks with no webs. Wind .,.ytl�Nttitgfino4` Wind loads and reactions based on MWFRS. -sly' '11/4.9�" H. Li."4/i. yet` .........•`1 '. Additional Notes 'NW"; ••6c SF •ft�y. Provide(2)0.131"x3.0",min.toe-nails at top chord. . Zt .• •• :r Provide(2)0.131"x3.0",min.toe-nails at bottom chord. Z' • • r f o.70$►'1 0111 ;.. 1,* : . i : ' = % S •T • 0 •' a : 4`1 � CO „*4,4,,,t r itliti % faq ?NAL�‘4�� 09/21/2018 "WARNING” READ AND FOLLOW ALL NOTES ON THIS DRAWING! *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracingg installed per BCSI sections$3,B7 or B10' as applicable. Appy plates to each faceoftrussand position as shown above and on the JointDetails, unless noted otherwise. Refer toALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the AN„H,._,.a;,, truss in conformance with ANSI/TR! 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing,indicates acceptance of orooessronar engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. Suite F 305 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 • • Job Number: 606318 ' Ply: 1 SEAN:890370 /T6 JACK Cust:R9353 JRef: 1WeK93530005 • 778 VECUNA DR. DUVAL CTY(JAMES&SONS)778 VECUNA DR. DUVAL CT Qty: 5 FROM: DrwNo: 264.18.1330.55130 Truss Label: CJ39 JB / DF 09/21/2018 C 12 11 4 i - co rn B i•- CV A0 p 3X4(A1) 2' 4'11"11 4'11"11 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):NA B 337 /- /- /192 /36 /52 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.003 D - - D 84 /- /- /45 /- /- Des Ld: 37.00 EXP:B Kzt:NA HORZ(TL):0.006 D - - C 105 /- /- /45 /31 /- Mean Height:15.00 ft Wind reactions based on MWFRS NCBCLL: 10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 Soffit: 2.00 BCDL:5.0psf Bldg Code: FBC 2017 RES Max TC CSI: 0.531 B Brg Width=5.5 Min Req= 1.5 Load Duration:1.25 TPI Std: 2014 Max BC CSI: 0.217 D Brg Width=1.5 Min Req=- MWFRS Parallel Dist:0 to h/2 C Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.from endwall:Any FT/RT/PT:20(0)/5(2)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 -2.00 4.97 BC 58 0.15 4.97 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. monistut Additional Notes `11� H. /r 'ifry Provide(2)0.131"x3.0",min.toe-nails at top chord. ``,,\ �•."•••.................... ..r• l�' �$, Provide(2)0.131"x3.0",min.toe-nails at bottom chord. �Y•ie`,6E 5,�...• '�. I •�1 s O.7Q8 * • r ' = • 0 Z . .oC 1. S 'T : 0 .kl f. COA 49 \so, fts.manw 09/21/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingg shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI ana SBCA)fii'safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10 as applicable. AppTy plates to each faceof truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to A LP I N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin omponnts Group Inc.shall not be responsible for any deviation from this drawinany failure to build the truss in conformance with ANSI/TPI1,or for handling,shipping,installati n and bracing of trussesA seal on this drawing or cover page.. 6750 Forum Drive listing this drawing,indicates acceptance of rofessronar engineering responsibility solely for the design shown. The suitability and use of this rawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job'sgeneral notes page and these web sites: ALPINE:www.al ineitw.com;TPI: www.t inst.or SBCA: www.sbcindus Orlando FL,32821 l p g p' p g; try.com;ICC:www.iccsafe.org • • Job Number: 606318 Ply: 1 SEQN:890368 /T7 JACK Cust:R9353 JRef: 1WeK93530005 • 778 VECUNA DR DUVAL CTY(JAMES&SONS)778 VECUNA DR. DUVAL CT Qty: 10 FROM: DrwNo: 264.18.1330.56963 Truss Label: CJ40 JB / DF 09/21/2018 12 C M M0) v- -3T5 E...igglliI.IIIIIIIIIIIII.3 A D - 3X4(A1 ) ; 2'11"11 2 2'1 1"11 _ H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):NA B 283 /- /- /163 /48 /36 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D - - 0 44 /- /- /23 /- /- Des Ld: 37.00 EXP:B Kzt:NA HORZ(TL):0.001 D - - C 43 1- /- /18 /14 /- Mean Height 15.00 ft NCBCLL:10.00 TCDL:4.0 psf Code I Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.282 B Brg Width=5.5 Min Req= 1.5 TPI Std: 2014 Max BC CSI: 0.076 D Brg Width=1.5 Min Req=- Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 C Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.from endwall:not in 4.50 ft FT/RT/PT:20(0)/5(2)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 63 -2.00 2.97 BC 34 0.15 2.97 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. 700 Mgttat"LrMrttr Additional Notes chord. Ff• &,moirfryProvide Provide(2)0.131"x3.0",min.toe-nails at bo0.131"x3.0",min.toe-nails at ttom hord. e�SCE•rsk.***•, ON' itt • 0.748.1 - t. — • * • — • r = ;,o:• SATO •• Vic. ••••4. * -1� „.• ,f 61 coA 8/ON Al.�N so rrnerrnem0.0,rM 09/21/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI arta SBCA)fb 'safetty actices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for_permanent lateral restraint Of webs shall have bracing insalled per BCSI sections B3,B7 or B10 as applicable. Applates to each faceotruss and position as shown above and on the JoinTDetails, unless noted otherwise. Refer to A LP I N E drawings 160A-Z for standard plate positions. Alpine,a division of ITVV Building_Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pagqe 6750 Forum Drive listing this drawing,indicates acceptance of pro-tessionar engineering responsibility solely for the design shown. The suifability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.corn:TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org • Job Number: 606318 Ply: 1 SEON:890369 /T8 JACK Cust:R9353 JRef: 1WeK93530005 • 778 VECUNA DR. DUVAL CTY(JAMES&SONS)778 VECUNA DR. DUVAL CT Qty: 12 FROM: DrwNo: 264.18.1330.58437 Truss Label: CJ41 JB / DF09/21/2018 12 4 1 - C ' 7"13 3'15 —AMON 0) Ap - (A1 ) 11 1 2' 11"11 � 11"11 _ Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):NA B 324 /- /- /192 /94 /23 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 D - - D - /-41 !- /22 /24 /- EXP:B Kit:NA Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.001 D - - C - /-93 1- /41 /58 /- NCBCLL:10.00 TCDL:4.0 psf Code I Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.497 B Brg Width=3.5 Min Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.058 D Brg Width=1.5 Min Req=- C Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.from endwall:Any FT/RT/PT:20(0)/5(2)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 38 -2.00 0.97 BC 10 0.15 0.97 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. o gfntutsottto y Additional Notes !y4 fi• r! .6"4.1 Provide(2)0.131"x3.0",min.toe-nails at top chord. �t �y`�.�••"•••..�` �� Provide(2)0.131"x3.0",min.toe-nails at bottom chord. 1 :Y�a•`,6E 6k.• �O '-� 1r + s.r •• o.708.1 = - * • T. • ,a,• S T ' 0 • COA e ONAt-%onoI � "r'1e rnanN►"' 09/21/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by,TPI anSBCA)far safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Inslalled per BCSI sections B3,B7 or B10, as applicable. Appplates to each face oft truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE L drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin CComponents Group Inc.shall not be responsible for any deviation from this drawing any failure to build the A, ,,,,oM,,,,, truss in conformance with ANSIl�PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa e6750 Forum Drive listing this drawing indicates acceptance of prooessronaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org • . • Job Number: 606318 Ply: 1 SEAN:890367 /T29 JACK Cust:R9353 JRef: 1WeK93530005 • 778 VECUNA DR. DUVAL CTY(JAMES&SONS)778 VECUNA DR. DUVAL CT Qty: 1 FROM: DrwNo: 264.18.1330.59837 Truss Label: CJ42 JB / DF 09/21/2018 C �i( T T 12 4 co 0 --A- -eN CO Co B 3 ,sA i D ., ,(A1) _;- I 7'7"1 1 2 -1H 7'7"11 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):NA B 427 /- /- /241 /36 /74 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.018 D - - D 135 /- /- /72 /- /- Des Ld: 37.00 EXP:B Kzt:NA HORZ(TL): 0.032 D - - C 177 /- /- /78 /52 /- Mean Height:15.00 ft Wind reactions based on MWFRS NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 TCDL:4.0 psf B Brg Width=3.5 Min Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.764 D Brg Width=1.5 Min Req=- Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.562 C Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 su Loc.from endwall:not in 4.50 ft FT/RT/PT:20(0)/5(2)/4(0) Bearing B is a listed have co. GCpi:0.18 Plate Type(s): Members not d have forces less than 375# Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 -2.00 7.64 BC 75 0.15 7.64 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. oyhqurngttrl•rrf' Additional Notes �1)0 N. r1"41 Provide(2)0.131'X3.0",min.toe-nails at top chord. ••••••••.••.• ,. Provide(2)0.131"x3.0",min.toe-nails at bottom chord. 1 e.> E 'S .%O S. 1C 1 4'15 i nr� • O.7U$•1 = • *r• i : s .I. ' :44/4.::%.„( .• -t .,,.. .4,4, COA , ' ONAL ti ,�,�• "Nbrtront04 da 09/21/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attachd rigid ceiling. Locations shown for'permanent lateral restraint of webs shall havecan braainsalled per BCI sections 53,B7 or B10, as applicable. Applplates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc..shall not be responsible for any deviation from this drawin an failure to build the �N-",o,,,,,,r,. truss in conformance with ANSI/TP! 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page., 6750 Forum Drive listing this drawing indicates acceptance of proTessionar engineering responsibility solely for the design shown. The suitability Suite 305 and use of this drawing for any sructure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org • Job Number. 606318 Ply: 1 SEQN:890366 /T30 JACK Cust:R9353 JRef: 1WeK93530005 • 778 VECUNA DR. DUVAL CTY(JAMES&SONS)778 VECUNA DR DUVAL CT I Qty: 1 FROM: DrwNo: 264.18.1331.01137 Truss Label: CJ43 JB / DF 09/21/2018 C 12 V/ 7-- 4 co CN N b B I N 315 M IA A D 3X4 Al J- LA_ 5'7"11 2' I v5'7"11 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L/# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):NA B 359 /- /- /203 /34 /58 BCDL: 10.00 Risk Category:H Snow Duration:NA HORZ(LL): 0.006 D - - D 97 /- /- /51 /- /- Des Ld: 37.00 EXP:B Kzt:NA HORZ(TL): 0.010 D - - C 123 /- /- /53 /36 /- Mean Height:15.00 ft Wind reactions based on MWFRS NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.352 B Brg Width=3.5 Min Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.289 D Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 CBBrg Width=rigid1. Min Req=- Loc.from endwall:not in 4.50 ft FT/RT/PT:20(0)/5(2)/4(0) Members B is a listed surface. GCpi:0.18 Plate Type(s): Members not have forces less than 375# Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 -2.00 5.64 BC 66 0.15 5.64 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. ossiuernttgr�r Additional Notes ,,,V?`6� f1• t���4iProvide f yrd. e1 � '1 Provide(2)0.131'x3.0",min.toe-nails at 0.131"x3.0",min.toe-nails at tbottomochord. S • e•�rr••••!•••• �j04 I ' o.708,1 = r r r . 41% Cc-S T • 0• • ' • Fy AltsO .i6 dit COA � 0NAL 5.• � 09/21/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fbr safety actices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottomhord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint f webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Appplates to each faceof truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Built1h' CComponents Group Inc.shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI�PI 1,or or handlingq,shipping,installation and bracing of trussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawing indicates acceptance of oroTesslonal engineeringresponsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI:www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org • • Job Number: 606318 Ply: 1 SEQN:890365 /T31 JACK Cust:R9353 JRef: 1WeK93530005 • 778 VECUNA DR. DUVAL CTY(JAMES&SONS)778 VECUNA DR DUVAL CT Qty: 1 FROM: DrwNo: 264.18.1331.02567 Truss Label: CJ44 JB / DF 09/21/2018 12 C 4 i - 03 t -T- . co — co ZOB N 'N N A II D li 2' + 3"7" 11 --I- 3'7"11 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):NA B 298 1- /- /171 /43 /42 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D - - D 57 /- /- /31 /- /- Des Ld: 37.00 EXP:B Kzt:NA --- HORZ(TL): 0.002 D - - C 65 /- /- /26 /20 /- Mean Height:15.00 ft Wind reactions based on MWFRS NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.497 B Brg Width=3.5 Min Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.114 D Brg Width=1.5 Min Req=- C Brg Width=1.5 Min Req= - Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.from endwall:Any FT/RT/PT:20(0)/5(2)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 71 -2.00 3.64 BC 42 0.15 3.64 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. lomHtlrtgk� 0 Additional Notes /16`rlult:::,......H. , 441 Provide(2)0.131"x3.0",min.toe-nails at top chord. ` ••� ,�•4 Provide(2)0.131'x3.0",min.toe-nails at bottom chord. �� ee'`C.E. S fi�.(0 %y E - o.708 i * • - • • r.E. • w*C ...4"...14..7):1""4.4141 COA', 490N Al .��: 'kMeetwft# 09/21/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingg shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fl'safe y practices prior to perfoing these functions. Installers shall provide temporary bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottomhord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint Of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicat5le. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildingCComponents Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover page.. 6750 Forum Drive listing this drawing indicates acceptance of oroessionar engineering responsibility solely for the desi n shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Ofland0 FL,32821 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC:www.iccsafe.org • . • Job Number: 606318 Ply: 1 SEQN:890374 /T34 JACK Cust:R9353 JRef: 1WeK93530005 • 778 VECUNA DR DUVAL CTY(JAMES&SONS)778 VECUNA DR. DUVAL CT Qty: 1 FROM:RCT DnwNo: 264.18.1331.04183 Truss Label: CJ45 JB / DF 09/21/2018 — 12 C 4 D 11 I 1112X4 B M 1— I = rP N A . N N (V I , Ti i i E'1 D IIIi[2, I- 2'O"8 + 3.7••3 H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 240 Loc R+ I R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.000 B 999 180 E 289 /- /- /173 /55 /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 B - - D 72 /- /- /36 /- /- EXP:B Kzt:NA __ Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.000 B - - C 64 /- /- /24 /12 /42 NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.313 E Brg Width=3.0 Min Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.160 D Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.038 C Brg Width=1.5 Min Req=- Loc.from endwall:not in 4.50 ft FT/RT/PT:20(0)/5(2)/4(0) Members E is a listedrigd haysurfe co. GCpi:0.18 Plate Type(s): Members not have forces less than 375# Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x6 SP#2 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [2] W2X4 S 2.75 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 71 -2.04 3.60 BC 43 0.00 3.60 otpafntarptn atA24"OClns to unless hownchords otherwise above.e or below fillers 0 H. r�,�t4. i s.•1.7.. �'' Wind Ss. `�iGE Ste•' 4y Wind loads based on MWFRS with additional C&C ��i� ` ...c member design. t • a• I 0.708, 1 Additional Notes a • a Provide(2)0.131"x3.0",min.toe-nails at top chord. A l* ; • Provide(2)0.131"x3.0",min.toe-nails at bottom chord. • . ',fit s ,T . O r� F ' z a • 131\ �,•......,...•.NGS COA% 4ivIONA�. M•• 09/21/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fbr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have braacingq installed per BCI sections B3,B7 or B10, as applicable. Apply plates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE. . drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss In conformance with ANSIITPI 1,or for handlingq,shipping,installation and bracing of trussesA seal on this drawing or cover page 6750 Forum Drive listing this drawing indicates acceptance of oro-fesslonar engineering responsibility solely for the design shown. The suitability and use of this di.awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI: wwwtpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org • 0 Job Number: 606318 Ply: 1 SEAN:890377 /T33 JACK Gust:R9353 'JRef: 1WeK93530005 * 778 VECUNA DR DUVAL CTY(JAMES&SONS)778 VECUNA DR. DUVAL CT Qty: 1 FROM:RCT DrwNo: 264.18.1331.05810 Truss Label: CJ46 JB / DF 09/21/2018 12 4 L C 1112X4 y�g B T 1 ..- M (V 111. O) A %n (V II ' - -- -til/ -t E ifil" D III tgl, 2 ii 1'7"3 2'0"8 e! 117„3 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 240 LOC R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.000 B 999 180 E 257 /- /- /157 /73 /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.000 B - - D 32 /- /- /16 /- /- EXP:B Kat:NA Des Ld: 37.00 HORZ(TL): 0.000 B - - C - /-33 /- /37 /38 /27 Mean Height:15.00 ft Wind reactions based on MWFRS NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.294 E Brg Width=3.0 Min Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.028 D Brg Width=1.5 Min Req=- Factors Used:Yes Max Web CSI: 0.040 C Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Bearing E is a rigid surface. Loc.from endwall:not in 4.50 ft FT/RT/PT:20(0)/5(2)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x6 SP#2 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [2] W2X4 S 2.75 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 46 -2.04 1.60 BC 19 0.00 1.60 Apply purlins to any chords above or below fillers r` ;St4miif �rM��„ at 24"OC unless shown otherwise above. ` { r�� �4i+� •,..C•a.... ��j Wind �G.. S••. / �: Wind loads based on MWFRS with additional C&C a ,•� k• ..•.0 !ris. member design. if..V/ i Additional Notes :ff 0.708, 1 4. • Provide(2)0.131"x3.0",min.toe-nails at top chord. . •; . . - Provide(2)0.131"x3.0",min.toe-nails at bottom chord. • • _ . *�'I• S 'T . 0 : � ' �< _�� . ..•• 4C, P COA 164311... IONAL�,`p6+oti'' ' .1/Ip11t 09/21/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! *IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)fsafely practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottomhord shall have a properly attached rapid ceiling. Locations shown for_permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10, /1111 as applicable. Apply plates to each face.otuss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin omponents Group Inc.shall not be responsible for any deviation from this drawin an failure to build the truss in conformance with ANSI/TPI1,or for handling,shipping,installation and bracing oftrussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawing indicates acceptance of opro7essionar engineering responsibility solely for the design shown. The suitability Suite os and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job'sgeneral notes page and these web sites: ALPINE: www.al ineitw.com,TPI: www. inst or SBCA: www.sbcindus Orlando FL,32821 p g p tp g; try.com;ICC: www.iccsafe.org • Job Number: 606318 Ply: 1 SEQN:890380 /T5 JACK Gust:R9353 JRef: 1WeK93530005 ' 778 VECUNA DR. DUVAL CTY(JAMES&SONS)778 VECUNA DR. DUVAL CT Qty: 1 FROM:RCT DrwNo: 264.18.1331.13157 Truss Label: CJ47 J8 / DF 09/21/2018 12 4 C 1112X4 �� i � in - N A ao v ►: 1 1 ► • ED III 2X4[2] 2,0,$ 1'11"3 1'11"3 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pt NA Ce:NA VERT(LL): 0.000 B 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.000 B 999 180 E 256 /- /- /156 /67 /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.000 B - - D 39 /- /- /19 /- /- Des Ld: 37.00 EXP:B Kzt:NA HORZ(TL): 0.000 B - - C - /-11 /- /32 /30 /29 Mean Height:15.00 ft NCBCLL:10.00 TCDL:4.0 psf Code/Mist Criteria Creep Factor:2.0 Wind reactions based on MWFRS Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.294 E Brg Width=5.0 Min Req= 1.5 BCDL:5.0 psf D Brg Width=1.5 Min Req=- Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.043 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.038 C Brg Width=1.5 Min Req=- Loc.from endwall:not in 4.50 ft FT/RT/PT:20(0)/5(2)/4(0) Bearing E is a listedd hhaavve forceso. e GCpi:0.18 Plate Type(s): Members not less than 375# Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x6 SP#2 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [2] W2X4 S 2.75 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 50 -2.04 1.93 BC 23 0.00 1.93 Apply purlins to any chords above or below fillers ,�natntNykai/Ii at 24"OC unless shown otherwise above. `�M N. 4:s%,f Wind ............• _ i '�xti: ire GGE • S ' tC1 -s Wind loads based on MWFRS with additional C&C �I, �•• •• member design. v; Additional Notes • O. Q$ • Provide(2)0.131"x3.0",min.toe-nails at top chord. * • Provide(2)0.131"x3.0",min.toe-nails at bottom chord. • • /I ' t sot1•% S T ' \i) con ION AL 04ir 09/21/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI ana SBCA)fo'safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attach€d rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Appplates to each faceof truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing oftrussesA seal on this drawing or cover page.. 6750 Forum Drive listing this drawing,indicates acceptance of roTessronar engineering responsibility solely for the design shown. The suitability Suite 305 and use of this awing for any structure is thepresponsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www. inst.or SBCA:www.sbcinE Orlando FL,32821 1 9 P 9 P tp g; ustry.wrri;ICC: www.iccsafeorg Gable Stud Reinforcement Detail ASCE 7-10: 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or. 120 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or. 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or. 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (I) 1x4 'L' Brace x (1) 2x4 'L' Brace ■ (2) 2x4 'L' Brace we (1) 2x6 'L' Brace w (2) 2x6 'L' Brace ww Bracing Group Species and Grades, Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group AI Spruce-Pine-Fir Hem-Fir SPF #1 / #2 4' 3' 7' 3' 7' 7' 8' 7' 8' 11' 10' 3' 10' 8' 13' 6' 14' 0' 14' 0' 14' 0' *1 / *2 Standard *2 Stud r #3 4' 1' 6' 7' 7' 1' 8' 6' 8' 10' 10' 1' - 10' 6' L3' 4' 13' 10' 14' 0' 14' 0' *3 Stud *3 Standard CD O HF Stud 4' 1' 6' 7' 7' 0' 8' 6' 8' 10' 10' 1' - 10' 6' 13' 4' 13' 10' 14' 0' 14' 0' r Standard 4' I' 5' 8' 6' 0' 7' 7' 8' 1' 10' 1' 10' 6' 11' 10' 12' 8' 14' 0' 14' 0' Douglas Fir-Larch Southern Pine.ee Q1 #1 4' 6' 7' 4' 7' 8' 8' 8' 9' 0' 10' 4' 10' 9' 13' 8' 14' 0' 14' 0' 14' 0' #3 K3 #2 4' 3' 7' 3' 7' 7' 8' 7' 8' 11' 10' 3' 10' 8' 13' 6' 14' 0' 14' 0' 14' 0' Stud Stud Standard Standard #3 4' 2' 6' 0' 6' 4' 7' 11' 8' 6' 10' 2' 10' 7' 12' 5' 13' 4' 14' 0' 14' 0' d cu DPL Stud 4' 2' 6' 0' 6' 4' 7' 11' 8' 6' 10' 2' 10' 7' 12' 5' 13' 4' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 6' 10' 2' 11' 0' 11' 10' 14' 0' 14' 0' Group BI U #1 / #2 4' 11' 8' 4' 8' 8' 9' 10' 10' 3' 11' 8' 12' 2' 14' 0' 14' 0' 14' 0' 14' 0' Hem-Fir #3 4' 8' 8' 1' 8' 8' 9' 8' 10' 1' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' *1 6 Btr L _ H F Stud 4' 8' 8' 1' 8' 6' 9' 8' 10' 1' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' #1 Cu O I� Standard 4' 8' 6' 11' 7' 5' 9' 3' 9' 11' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' Douglas Fir-Larch Southern Pineal/nil \ #1 5' 1' 8' 5' 8' 9' 9' 11' 10' 4' 11' 10' 12' 4' 14' 0' 14' 0' 14' 0' 14' 0' *1 *1 / SP #2 4' 11' 8' 4' 8' 8' 9' 10' 10' 3' 11' 8' 12' 2' 14' 0' 14' 0' 14' 0' 14' 0' _. *2 *2 F #3 4' 9' 7' 4' 7' 9' 9' 9' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' 1x4 Braces shall be SRB (Stress-Rated Board). aJ a--1 D L Stud 4' 9' 7' 4' 7' 9' 9' 9' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' *ewFor 1x4 So. Pine use only Industrial 55 or Standard 4' 8' 6' 5' 6' 10' 8' 7' 9' 2' 11' 7' 12' 1' 13' 6' 14' 0' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B #1 / #2 5' 5' 9' 2' 9' 6' 10' 10' 11' 3' 11' 8' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades. d S P rr #3 5' 1' 9' 0' 9' 4' 10' 8' 11' 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes' L J UiJ r Stud 5' 1' 9' 0' 9' 4' 10' 8' 11' 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion is L/240, OI�r Standard 5' 1' 8' 0' 8' 6' 10' 8' 11' 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 55 plf over X #1 5' 8' 9' 3' 9' 8' 10' 11' 11' 4' 13' 0' 13' 6' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psf IC Dead Load). d SP #2 5' 5' 9' 2' 9' 6' 10' 10' 11' 3' 12' 11' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlookers #3 5' 3' 8' 5' 9' 0' 10' 9' 11' 2' 12' 10' 13' 4' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. .--I D F L Stud 5' 3' 8' 5' 9' 0' 10' 9' 11' 2' 12' 10' 13' 4' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 1' 7' 5' 7' 11' 9' 11' 10' 7' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Symm T Attach 'L' braces with 10d (0.128'x3.0' min) nails. - V About' at 2' o.c. able Truss � I in 18(1)end,zones andbrace. pace 4' o cn�lls between zones. Diagonal brace option. �,�`� 31E 31EIn (2) 'L' braces. space nails at 3' o.c. r t In 18' end zones and 6' o.c. between zones. vertical length may be T • doubled when diagonal 18' �f : 'L' bracing must be a minimum of 80% of web brace Is used. Connect I 44 m' member length. diagonal brace for 450* 'L• 1 - --- at each end. Max web ' Brace 4`$ r Gable Vertical Plate Sizes total length is 14'. L"-------____ OE NE l Vertical Length No Splice 2x4 DF-L *2 or • Less than 4' 0' 1X4 or 2X3 better diagonal Greater than 4' 0' 3X4 Vertical length shown brace' single 18 .ISiStl� In table above. or double cut 2 •- 4 (�ry� /II) 45• (as shown) at L_ J_ . \_ Iii ■� '4.1 '' 41 . Refer to common truss design for upper end. �, ! *i i� '�f H peak, splice, and heel plates. Connect diagona at / / �`�i'����� ♦♦ 3/; / / Refer to the Building Designer for conditions ��tt • • not addressed by this detail. midpoint of vertical web. Refer to chartyffb•• 'for ax gab'- ic. length. ..VA 4DG READ AND FEI LOV ALL NOM ON THIS BRAVING 0.7081 REF ASCE7-10-GAB14015 w.DPCRTAM..FURNISH THIS DRAVING TO ALL CONTRACT(PS INCLUDING THE INSTALLERSM i Trusses require extreme care in fabricating,handing shipping,Installing and bracing. Refry to and • DATE 10/01/14 follow the latest ed.ion of BM(Building Component Safety Information,by TPI and SBCA)f *It* : n F. practices prior to performing these functions. Installers shall provide temporary tracing B 1. Unless noted otherwise,top chord shall have properly attached structural sheathing and shall have a properly attached rrVd ceiling. Locations shown for permanent lateral restrain of wb AT ' eS DRWG A14015ENC101014 shall have bracing Installed per SI sections B3,B7 or NO,as applicable. Apply plates toCfyee s •0 i jtr.tt~ O of truss and position as shown above and an the Joint Details,neAeos noted otherwise. i All K • t,_ u� N Refer to drawings I60A-2 for standard plate positions. i .. r_ 6. [.y,{.' Alpine, division of ITV Building Consonants Group Inc.shall not be responsible for any devle e� < t ♦ v AN FTWCOMPANY this drawing,any faeure to build the truss In conformance with ANSI/TPI 1,or for handing, •s r w .ee MAX, TOT. LD. 60 PSF Installation L bradng of trusses. es.•......' �� * A seal on this drawing or cover page listing this drawing,Indcstes acceptance of professions' \\13723\Riverport\Drive engineering responsibility solely for the design shown The suitability and use of this drawing \\Suite\200 for any structure Is The responsibility of the BWldnp Designer per ANSI/TPI I Sec '�'t. 7`+RN At'+ ttttt \I Maryland\Heights\MO\63043 For more Information see this Job's general rates page and these web sites. A1Vp t0111 - ALPINE.rw.alpieltwaon)TPI.www.tpnstargt SBCA.www.sbcindustry.arg,ICC.wwr.Hccsafe.arg ran MAX. SPACING 24.0' _OM lj i Goole IJetail • For Let-in Verticals Gable Truss Plate Sizes e Sym' O Refer to appropriate Alpine gable detail for About minimum plate sizes for vertical studs. Ii 11 +°Refer to Engineered truss design for peak, splice, web, and heel plates. O ®If gable vertical plates overlap, use a 11111 single plate that covers the total area of the overlapped plates to span the web, Gable vertical Exnmplei 2X4 A. © Length typ. 2X4 / 2X8 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing or Member Member i\IL. O Toe-nail - Or - End-Hall i. Ai 4) illi.- Iniii. Ijklill , X i 0 Q To convert from 'V to 'T' reinforcing members, multiply 'T' increase by length (based on Provide connections for uplift specified on the engineered truss design. appropriate Alpine gable detail). Attach each 'T' reinforcing member with End Driven NallsMaximum allowable 'T' reinforced gable vertical lad Common (0,148'x 3.',min) Nails at 4' o.c. plus length is 14' from top to bottom chord. (4) nails In the top and bottom chords. 'T' reinforcing member material must match size, Ri.id Sheathlne Toenailed Nails. specie, and grade of the 'V reinforcing member. IOd Common (0.148'x3',min) Toenails at 4' o.c. plus " 4 Nail �i : (4) toenails in the top and bottom chords. Web Length Increase w/ T" Brace 'T' Relnf. T' T. I This detail to be used with the appropriate Alpine gable detail for ASCE Mbr, Slze Increase Reinforcing wind load. Member 30 ASCE 7-05 Gable Detail Drawings Example 20 A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7 10 Wind Speed = 120 mph Gable Nails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Truss Spaced At ASCE 7-10 6 ASCE 7-16 Gable Detail Drawings Gable Vertical =223:2644'0.c. SP M3 4' o.c. A1I515ENC100118, A12015ENC100118, A14015ENC100118, A16015ENC100118, 'T' Reinforcing Member Size = 2x4 A18015ENC100118, A20015ENC100118, A20015END100118, A20015PED100118, 'T' Brace Increase (From Above) = 30X = 1.30 A1153OENC100118, A12030ENC100118, A1403OENC100116, A16030ENC100118, (1) 2x4 'L' Brace Length = 8' 7' A18030ENC100118, A20030ENC100118, A20030END100118, A2003OPEDIOO118, Maximum 'T' Reinforced Gable Vertical Length S11515ENC100118, SI2015ENC100118, S14015ENC100118 SAM 1.30 x 8' 7' = 11' 2' SI8015ENC100118, S20015ENC100118, S20015END11' P 015P01001 1r,, �i �i SI8030ENC100118, S2 03 ENC100118,18, S20031:0E ''+`O1 +'+1.130 IOQ ri/��r � 4 Nall • :: ♦ s Ceiling ' See appropriate Alpine gable detail for mn`� • ed !..151k.;/ie lt$19th. i14 ii' q R 9 oVARIIINGPa READ AND F4LOV ALL NOTES ON THIS DRAVDI( • enDO<TAlJR1asN THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INST 4. • , REF LET-IN VERT P Trusses require extremecart In fabricating,handing. shipping,Installing and bracing. Ref`trier./ follow the latest edition of SCSI<Building Conponent Safety Information,by TPI and SBCA) f safetl► S AT, ' 0 J: DATE 01/02/2018 r,00164, practices prior to performing these functions. Installers shall provide temporary bracing pe SCSI. * • "� ------ Unless noted otherwise, top chord shall have properly attached structural sheathing and ba ' �- DRWG GBLLETIN0118 __ shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint w (i, /�B� A I shall have bracing Installed per BCSI sections P3, B7 or BIO,as applicable. Apply plates to ea f •• ////����- (�'vv /1� 1_,R1 I` I of truss and position as shown above and on the Joint Details,unless noted otherwise. gsi'< ' r,1 11 •4I �� ' v Refer to drawings 160A-z for standard plate positions. •tom 1 _est Alpine, a division of ITV Building Components Group Inc. shall not be responsible for any deviation """`w G'� AN ITw COMPANY this drawing,any failure to build the truss In conformance with ANSI/TPI 1,or for handing,shipping, Installation t bracing of trusses. 4►,� S�UAtAL,� ,. MAX, T❑T, LD. 60 PSF A seal on this drawing or cover page Usting this drawing.I dcates acceptance of professional y!f \\13723\Riverport\Dove engineering responswslty solely for the design show. The suitability and use of this drawing gailingspdOlit DUR. FAC. ANY \\Suite\200 for any structure Is the responsbmty of the Building Designer per ANSI/TPI 1 Sect. IOA #1021$20 1 8 \\Marylantl\Heights.\MO\63043 Formore information see this Job's general notes page and these web sites MAX. SPACING 24.0' ALPINE,wwwalpineltwcom TPD www.tpinst.orpi SBCN wwwsbdndustry.orgd ILO wwwJccsafe.org _ FORM R405-2017 OFFICE COPY RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: ❑ This checklist ❑ A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst-case orientation, name and version of the compliance software tool, name of individual completing the compliance report(one page) and an input summary checklist that can be used for field verification(usually four pages/may be greater). ❑ Energy Performance Level(EPL)Display Card(one page) ❑ HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 ❑ Mandatory Requirements(five pages) Required prior to CO for the Performance Method: ❑ Air Barrier and Insulation Inspection Component Criteria checklist(Table R402.4.1.1 - one page) ❑ A completed Envelope Leakage Test Report(usually one page) ❑ If Form R405 duct leakage type indicates anything other than "default leakage" then a completed Form R405 Duct Leakage Test Report(usually one page) 12/5/2018 11:33:05 AM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: James and Son Builders Porter Residence Builder Name: Street: 779 Vecuna Drive Permit Office: City,State,Zip: Atlantic Beach ,FL,32233 Permit Number: Owner: Porter Residence Jurisdiction: Design Location: FL,Jacksonville County: duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(2043.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=13.0 1684.50 ft2 b.Frame-Wood,Adjacent R=13.0 358.50 ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 3 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (1728.0 sqft.) Insulation Area a.Under Attic(Vented) R=30.0 1728.00 ft2 6. Conditioned floor area above grade(ft2) 1728 b.N/A R= ft2 Conditioned floor area below grade(ft2) 0 c.N/A R= ft2 11.Ducts R ft2 7. Windows(287.0 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH:Garage 6 345.6 a. U-Factor: Dbl,U=0.30 257.00 ft2 SHGC: SHGC=0.25 b. U-Factor: Gbl,default 30.00 ft2 12.Cooling systems kBtu/hr Efficiency SHGC: Clear,default a.Central Unit 40.0 SEER:14.00 c. U-Factor: N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Heat Pump 41.0 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 2.611 ft. Area Weighted Average SHGC: 0.287 14.Hot water systems a.Natural Gas Tankless Cap: 1 gallons 8. Floor Types (1728.0 sqft.) Insulation Area EF:0.950 a.Slab-On-Grade Edge Insulation R=0.0 1728.00 ft2 b. Conservation features b.N/A R= ft2 None c.N/A R= ft2 15.Credits Pstat Total Proposed Modified Loads: 49.24 Glass/Floor Area: 0.166 PASS Total Baseline Loads: 53.55 I hereby certify that the plans and specifications covered by Review of the plans and :;.. 111E Srgl.•• ,,••�•w this calculation are in compliance with the Florida Energy specifications covered by this ♦.- O Code. calculation indicates compliance ;'� ,,�.' :�s+`. with the Florida Energy Code. ?ti;tow �O PREPARED BY: Ed Wolfe Before construction is completed I i "..:.:;' •_� V DATE: this building will be inspected for :. ' , . ::a ; 2018.12.05 11:39:39 --5 compliance with Section 553.908 ' .`.. p I hereby certify that this building, as de .gn d, is in compliance Florida Statutes. •':, r,�;•.._ _ with the Florida Energy Code. • C6. •.a OWNER/AGENT- / BUILDING OFFICIAL: DATE: /O DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.3.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50(R402.4.1.2). 12/5/2018 11:33 AM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT PROJECT Title: James and Son Builders Port Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1728 Lot# Owner Name: Porter Residence Total Stories: 1 Block/Subdivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 779 Vecuna Drive Permit Office: Cross Ventilation: County: duval Jurisdiction: Whole House Fan: City,State,Zip: Atlantic Beach , Family Type: Single-family FL, 32233 New/Existing: New(From Plans) Comment: CLIMATE V Design Location TMY Site Design Temp Int Design Temp Heating Design Daily Temp 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL JACKSONVILLE INT 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Blockl 1728 16416 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Main 1728 16416 Yes 4 3 1 Yes Yes Yes FLOORS V # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio Main 187.1 ft 1728 ft2 ____ 0 0 1 ROOF / Roof Gable Roof Rad Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Barr Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 1821 ft2 0 ft2 Medium N 0.75 No 0.9 No 0.5 18.4 / ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 1728 ft2 N N CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Vented) Main 30 Blown 1728 ft2 0.11 Wood 12/5/2018 11:33 AM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 2 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below it nrnt Tn Wall Typp Space R-Value Ft In Ft In Arpa R-Valup Frartinn Ahcnr (.ramp%/ 1 N Exterior Frame-Wood Main 13 30 10 9 277.5 ft2 0.5 0.23 0.3 0 2 N Exterior Frame-Wood Main 13 8 4 9 75.0 ft2 0.5 0.23 0.3 0 3 W Exterior Frame-Wood Main 13 10 9 90.0 ft2 0.5 0.23 0.3 0 4 E Exterior Frame-Wood Main 13 7 9 63.0 ft2 0.5 0.23 0.3 0 5 W Garage Frame-Wood Main 13 16 6 9 148.5 ft2 0.5 0.23 0.3 0 6 N Garage Frame-Wood Main 13 23 4 9 210.0 ft2 0.5 0.23 0.3 0 7 W Exterior Frame-Wood Main 13 25 9 225.0 ft2 0.5 0.23 0.3 0 8 S Exterior Frame-Wood Main 13 23 4 9 210.0 ft2 0.5 0.23 0.3 0 9 S Exterior Frame-Wood Main 13 38 8 9 348.0 ft2 0.5 0.23 0.3 0 10 E Exterior Frame-Wood Main 13 44 0 9 396.0 ft2 0.5 0.23 0.3 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W Insulated Main None .46 2 8 6 8 17.8 ft2 2 S Insulated Main None .46 2 4 6 8 15.6 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 N 1 Vinyl Low-E Double Yes 0.3 0.25 N 30.0 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds None 2 N 1 Vinyl Low-E Double Yes 0.3 0.25 N 9.0 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds None 3 N 2 Vinyl Low-E Double Yes 0.3 0.25 N 24.0 ft2 10 ft 6 in 1 ft 0 in Drapes/blinds None 4 N 2 Vinyl Low-E Double Yes 0.3 0.25 N 16.0 ft2 10 ft 6 in 1 ft 0 in Drapes/blinds None 5 W 7 None Glazed Block No 0.6 0.6 N 20.0 ft2 1 ft 4 in 1 ft 1 in Drapes/blinds None 6 S 8 None Glazed Block No 0.6 0.6 N 10.0 ft2 1 ft 4 in 2 ft 0 in Drapes/blinds None 7 S 8 Vinyl Low-E Double Yes 0.3 0.25 N 36.0 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds None 8 S 9 Vinyl Low-E Double Yes 0.3 0.25 N 12.0 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds None 9 S 9 Vinyl Low-E Double Yes 0.3 0.25 N 64.0 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds None 10 S 9 Vinyl Low-E Double Yes 0.3 0.25 N 36.0 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds None 11 E 10 Vinyl Low-E Double Yes 0.3 0.25 N 30.0 ft2 1 ft 4 in 2 ft 0 in Drapes/blinds None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 524.25 ft2 524.25 ft2 51.8 ft 9 ft 1 12/5/2018 11:33 AM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 3 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000423 1915.2 105.14 197.73 .1703 7 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.5 41 kBtu/hr 1 sys#1 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 40 kBtu/hr 1225 cfm 0.83 1 sys#1 HOT WATER SYSTEM V # System Type SubType Location EF Cap Use SetPnt Conservation 1 Natural Gas Tankless Garage 0.95 1 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM VFSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 DUCTS / ---Supply-- —Return— Air CFM 25 CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 345.6 ft Attic 86.4 ft2 Default Leakage Garage (Default) (Default) 1 1 TEMPERATURES Programable Thermostat:Y Ceiling Fans: Cooling1Jan Feb] Mar A r Ma X Jun X Jul X Au X Se Oct Nov Dec Heatini XJan [X]Feb 'Xi Mar f Appr f Ma4 Jun 4 Jul 4 Au4 Sep E Oct X Nov X Dec Ventin Jan [ ]Feb X Mar [X Apr [ May [ Jun [ Jul [ Aug [ Sep [X Oct X Nov Dec 12/5/2018 11:33 AM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 4 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(\ND) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System None 0 0 0 1 -Electric Heat Pump 0% 1 -Central Unit MASS Mass Type Area Thickness Furniture Fraction Space Default(8 lbs/sq.ft. 0 ft' 0 ft 0.3 Main 12/5/2018 11:33 AM EnergyGaugee USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 5 of 5 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 92 The lower the Energy Performance Index, the more efficient the home. 1. New home or, addition 1. New(From Plans) 12. Ducts, location&insulation level a)Supply ducts R 6.0 2. Single-family or multiple-family 2. Single-family b) Return ducts R 6.0 c)AHU location Garage 3. No. of units(if multiple-family) 3. 1 4. Number of bedrooms 4. 3 13. Cooling system: Capacity 40.0 a)Split system SEER 14.0 5. Is this a worst case?(yes/no) 5. No b)Single package SEER c)Ground/water source SEER/COP 6. Conditioned floor area(sq. ft.) 6. 1728 d) Room unit/PTAC EER e)Other 7.Windows, type and area a) U-factor:(weighted average) 7a. 0.331 b)Solar Heat Gain Coefficient(SHGC) 7b. 0.287 14. Heating system: Capacity 41.0 c)Area 7c. 287.0 a) Split system heat pump HSPF 8.5 b) Single package heat pump HSPF 8. Skylights c)Electric resistance COP a) U-factor:(weighted average) 8a. NA d)Gas furnace, natural gas AFUE b)Solar Heat Gain Coefficient(SHGC) 8b. NA e)Gas furnace, LPG AFUE f)Other 9. Floor type, insulation level: a) Slab-on-grade(R-value) 9a. 0.0 b)Wood, raised (R-value) 9b. 15.Water heating system c)Concrete, raised(R-value) 9c. a) Electric resistance EF b)Gas fired, natural gas EF 0.95 10.Wall type and insulation: c)Gas fired, LPG EF A. Exterior: d)Solar system with tank EF 1.Wood frame(Insulation R-value) 10A1. 13.0 e) Dedicated heat pump with tank EF 2. Masonry(Insulation R-value) 10A2. f)Heat recovery unit HeatRec% B.Adjacent: g)Other 1.Wood frame(Insulation R-value) 1061. 13.0 2. Masonry(Insulation R-value) 1062. 16. HVAC credits claimed (Performance Method) 11. Ceiling type and insulation level a)Ceiling fans a) Under attic 11a. 30.0 b)Cross ventilation No b) Single assembly 11b. c)Whole house fan No c)Knee walls/skylight walls 11c. d)Multizone cooling credit d) Radiant barrier installed 11d. No e) Multizone heating credit f)Programmable thermostat Yes *Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. I certify that this home has complied with the Florida Building Code, Energy Conservation, through the above energy saving features which will be installed(or exceeded) in this home before final inspection. Otherwise, a new EPL display card will be completed based on: Iled code compliant features. Builder Signature: ,Z` Date: / 0/‘5 Address of New Home: 779 Vecuna Drive City/FL Zip: Atlantic Beach , FL 32233 12/5/2018 11:33:36 AM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 779 Vecuna Drive Permit Number: Atlantic Beach ,FL,32233 MANDATORY REQUIREMENTS See individual code sections for full details. V SECTION R401 GENERAL • R401.3 Energy Performance Level(EPL)display card(Mandatory). The building official shall require that an energy performance level(EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy.Florida law (Section 553.9085,Florida Statutes)requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings.The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit.The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building.A copy of the EPL display card can be found in Appendix RD. ▪ R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelopiae building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation.The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1,as applicable to the method of construction.Where required by the code official,an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2,and three air changes per hour in Climate Zones 3 through 8.Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g.(50 pascals).Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7),Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(f),(g)or(i)or an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions,alterations,renovations,or repairs,of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures. 2.Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures. 3. Interior doors,if installed at the time of the test,shall be open. 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5.Heating and cooling systems,if installed at the time of the test,shall be turned off. 6.Supply and return registers,if installed at the time of the test,shall be fully open. R402.4.2 Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors,and outdoor combustion air.Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127,the doors shall be tested and listed for the fireplace.Where using tight-fitting doors on masonry fireplaces,the doors shall be listed and labeled in accordance with UL 907. ElR402.4.3 Fenestration air leakageWindows,skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot(1.5 Us/m2),and swinging doors no more than 0.5 cfm per square foot(2.6 Us/m2),when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited,independent laboratory and listed and labeled by the manufacturer. Exception: Site-built windows,skylights and doors. 12/5/2018 11:33 AM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) ❑R402.4.4 Rooms containing fuel-burning appliances. In Climate Zones 3 through 8,where open combustion air ducts provide combustion air to open combustion fuel burning appliances,the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room,isolated from inside the thermal envelope.Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2,where the walls,floors and ceilings shall meet not less than the basement wall R-value requirement.The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403.The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code,Residential. ❑R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm(0.944 Us)when tested in accordance with ASTM E283 at a 1.57 psf(75 Pa)pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. ❑ R403.1.1 Thermostat provision(Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. ❑ R403.1.3 Heat pump supplementary heat(Mandatory). Heat pumps having supplementary electric-resistance heat shall have controls that,except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating load. ❑ R403.3.2 Sealing(Mandatory) All ducts,air handlers,filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers,shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5)or (7),Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(f),(g)or(i),Florida Statutes,to be"substantially leak free"in accordance with Section R403.3.3. ❑ R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. ❑ R403.3.3 Duct testing(Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: 1. Rough-in test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the system,including the manufacturer's air handler enclosure if installed at the time of the test.All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the entire system,including the manufacturer's air handler enclosure.Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. ElR403.3.5 Building cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. ❑R403.4 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(41°C) or below 55°F(13°C)shall be insulated to a minimum of R-3. ❑ R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage,including that caused by sunlight,moisture,equipment maintenance and wind,and shall provide shielding from solar radiation that can cause degradation of the material.Adhesive tape shall not be permitted. ❑ R403.5.1 Heated water circulation and temperature maintenance systems(Mandatory). Heated water circulation systems shall be in accordance with Section R403.5.1.1.Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls,temperature sensors and pumps shall be accessible.Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump.The system return ❑ pipe shall be a dedicated return pipe or a cold water supply pipe.Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy.The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. ❑ R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515.Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 12/5/2018 11:33 AM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets.External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'/2 inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies(Mandatory). R403.5.6.1.1 Automatic controls. Service water-heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum temperature setting range shall be from 100°F to 140°F(38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main bumer(s)of combustion types of service water-heating systems to be turned off. R403.5.6.2 Water-heating equipment. Water-heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation,Commercial Provisions,for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water-heating category.Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water-heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 9806,Test Methods for Solar Collectors, and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol.Collectors in installed solar water-heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal;and 2. Be installed at an orientation within 45 degrees of true south. ElR403.6 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code,Residential,or Florida Building Code, Mechanical,as applicable,or with other approved means of ventilation including:Natural, Infiltration or Mechanical means.Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole-house mechanical ventilation system fan efficacy. When installed to function as a whole-house mechanical ventilation system,fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole-house mechanical ventilation fans are integral to tested and listed HVAC equipment,they shall be powered by an electronically commutated motor. 0 R403.6.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2,Ventilation for Acceptable Indoor Air Quality,shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces,attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s),then the walls of the space(s)from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19,space permitting,or R-10 otherwise. R403.7 Heating and cooling equipment(Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1.This Code does not allow designer safety factors,provisions for future expansion or other factors that affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems.New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM MINIMUM EFFICACY a AIRFLOW RATE MAXIMUM (CFM) (CFM/WATT) (CFM) Range hoods Any 2.8 cfm/watt Any In-line fan Any 2.8 cfm/watt Any Bathroom,utility room 10 1.4 cfm/watt <90 Bathroom,utility room 90 2.8 cfm/watt Any For SI: 1 cfm=28.3 L/min. a. When tested in accordance with HVI Standard 916 12/5/2018 11:33 AM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) ❑ R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7,or the closest available size provided by the manufacturer's product lines.The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal,rating-test value and shall not be used for equipment sizing.Manufacturer's expanded performance data shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry-bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower CFM provided by the expanded performance data,the design value for entering wet-bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet-bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s)is installed in an unconditioned space. Exceptions: 1. Attached single-and multiple-family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida-registered engineer,in attached single-and multiple-family units,the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. ❑ R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1,and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. ❑ R403.7.1.2.2 Electric resistance furnaces. hall requirements calculated according to the procedure Electric selectedresistance in Sectionfurnaces R403s.7.1.be sized within 4 kW of the design ❑ R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. ❑ R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis,such as anticipated additional loads caused by major entertainment events,shall have equipment sized or controlled to • prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections ❑ C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. ❑ R403.9 Snow melt and ice system controls(Mandatory) Snow-and ice-melting systems,supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F(10°C),and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F(4.8°C). ❑ R403.10 Pools and permanent spa energy consumption(Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. ❑ R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on-off switch that is an integral part of the heater mounted on the exterior of the heater,or external to and within 3 feet(914 mm)of the heater.Operation of such switch shall not change the setting of the heater thermostat.Such switches shall be in addition to a circuit breaker for the power to the heater.Gas-fired heaters shall not be equipped with continuously burning ignition pilots. ❑ R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors.Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. ❑ R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating,computed over an operation season,is from site-recovered energy,such as from a heat pump or solar energy source,covers or other vapor-retardant means shall not be required. ❑ R403.10.4 Gas-and oil-fired pool and spa heaters. All gas-and oil-fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16,2013,when tested in accordance with ANSI Z 21.56.Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 12/5/2018 11:33 AM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160,Table 2,Standard Rating Conditions-Low Air Temperature.A test report from an independent laboratory is required to verify procedure compliance.Geothermal swimming pool heat pumps are not required to meet this standard. ❑ R403.11 Portable spas(Mandatory)he energy consumption of electric-powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS ❑ R404.1 Lighting equipment(Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps. Exception:Low-voltage lighting. R404.1.1 Lighting equipment(Mandatory).Fuel gas lighting systems shall not have continuously buming pilot lights. 12/5/2018 11:33 AM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 5 of 5 • 2017 -AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: James and Son Builders Porter Residence Builder Name: Street: 779 Vecuna Drive Permit Office: City,State,Zip: Atlantic Beach ,FL,32233 Permit Number: Owner: Porter Residence Jurisdiction: Design Location: FL,Jacksonville c� COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air-permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. The air barrier in any dropped ceiling/soffit shall be aligned with The insulation indroppedceiling/soffit air any the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity sealed. with a material having a thermal resistance of R-3 Knee walls shall be sealed. per inch minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows,skylights The space between window/door jambs and framing,and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to (including insulation. maintain permanent contact with the underside of above-garage subfloor decking,or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing,or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation,insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace Shafts,penetrations Duct shafts,utility penetrations,and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit,or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls,or insulation that on installation readily conforms to available space shall extend behind Dining and wiring. Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air-sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub-floor or drywall. Concealed When required to be sealed,concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings a. In addition,inspection of log walls shall be in accordance with the provisions of ICC-400. 12/5/2018 11:33 AM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 1 Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: Permit#: Job Information Builder: Community: Lot: NA Address: 779 Vecuna Drive City: Atlantic Beach State: FL Zip: 32233 Air Leakage Test Results Passing results must meet either the Performance, Prescriptive, or ERI Method 0 PRESCRIPTIVE METHOD-The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour at a pressure of 0.2 inch w.g.(50 Pascals)in Climate Zones 1 and 2. O PERFORMANCE or ERI METHOD-The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding the selected ACH(50)value,as shown on Form R405-2017(Performance)or R406-2017(ERI),section labeled as infiltration,sub-section ACH50. ACH(50)specified on Form R405-2017-Energy Calc(Performance)or R406-2017(ERI): 7.000 x 60 _ 16416 = Method for calculating building volume: CFM(50) Building Volume ACH(50) O Retrieved from architectural plans PASS •Code software calculated When ACH(50) is less than 3, Mechanical Ventilation installation O Field measured and calculated must be verified by building department. R402.4.1.2 Testing.Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g.(50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7), Florida Statues.or individuals licensed as set forth in Section 489.105(3)(f),(g),or(i)or an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to thecode official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures. 2.Dampers including exhaust,intake,makeup air,back draft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures. 3.Interior doors,if installed at the time of the test,shall be open. 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5.Heating and cooling systems,if installed at the time of the test,shall be turned off. 6.Supply and return registers,if installed at the time of the test,shall be fully open. Testing Company Company Name: Phone: I hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: Date of Test: Printed Name of Tester: License/Certification#: Issuing Authority: 12/5/2018 11:33:45 AM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 Load Short Form 4- wrightsoft Job: James and Son Builder... Date: December 4,2018 Entire House By: Energycalcsplus Phone:9123769638 Fax,8885441223 Email:energycalcsplus@aol.com Project Information For: Porter Residence 778 Vecuna Road,Atlantic Beach, FL 32233 Design Information Htg Clg Infiltration Outside db (°F) 33 93 Method Simplified Inside db(°F) 70 75 Construction quality Average Design TD (°F) 38 18 Fireplaces 0 Daily range - M Inside humidity (%) 50 50 Moisture difference(gr/lb) 33 51 HEATING EQUIPMENT COOLING EQUIPMENT Make Carrier Make Carrier Trade Trade Model CH14NB042 Cond CH14NB042 AHRI ref 9162578 Coil FB4CNP042 AHRI ref 9162578 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 33200 Btuh Heating output 41000 Btuh @ 47°F Latent cooling 6800 Btuh Temperature rise 30 °F Total cooling 40000 Btuh Actual air flow 1225 cfm Actual air flow 1225 cfm Air flow factor 0.039 cfm/Btuh Air flow factor 0.039 cfm/Btuh Static pressure 0.40 in H2O Static pressure 0.40 in H2O Space thermostat Load sensible heat ratio 0.89 Capacity balance point=0°F Backup: Input=8 kW, Output=27297 Btuh, 100 AFUE ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) BTH 3 72 2351 889 92 35 BDRM 3 172 2209 2713 87 105 BDRM 2 160 4243 2310 167 90 BTH 2 54 1579 544 62 21 HALL 40 0 0 0 0 FOYER 48 1737 870 68 34 LAUNDRY 108 3005 1883 118 73 DINING 96 489 2097 19 82 KITCHEN 165 1861 4412 73 172 GREAT RM 281 3847 7788 151 303 M.BDRM 233 4216 3723 166 145 PANTRY 25 0 0 0 0 HALL 2 20 0 0 0 0 WIC 72 1446 612 57 24 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2018-Dec-0511:37:42 ^t'�C� ...- ..._,...-. .. Right-Suite®Universal 2018 18.0.16 RSU19553 Page 1 AC ...es and Son Builders Porter Residence 120418.rup Calc=MJ8 Front Door faces: N WC 24 745 252 29 10 M.BTH 154 3477 3422 137 133 Entire House 1724 31205 31515 1225 1225 Other equip loads 0 0 Equip. @ 1.00 RSM 31515 Latent cooling 4002 TOTALS 1 1724 I 31205 I 35518 I 1225 I 1225 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri!htsoft 2018-Dec-05 11:37:42 1- .. ,_ . Right-Suite®Universal 2018 18.0.16 RSU19553 Page 2 ACUnk ...es and Son Builders Porter Residence 120418.rup Calc=MJ8 Front Door faces: N ro ect Summar Job: James and Son Builder... +44- Py wrightsoft Date: December 4,2018 Entire House By: Energycalcsplus Phone:9123769638 Fax 8885441223 Email:energycalcsplus@aol.com Pro"ect Information For: Porter Residence 778 Vecuna Road, Atlantic Beach, FL 32233 Notes: Desi s n Information Weather: Jacksonville Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 33 °F Outside db 93 °F Inside db 70 °F Inside db 75 °F Design TD 38 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 51 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 27184 Btuh Structure 25967 Btuh Ducts 4021 Btuh Ducts 5549 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 31205 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 31515 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2692 Btuh Ducts 1310 Btuh Central vent(0 cfm) 0 Btuh Area(ft2) Heating Cooling (none) 4 4 Equipment latent load 4002 Btuh Volume (ft3) 16339 16339 Air changes/hour 0.38 0.20 Equipment Total Load (Sen+Lat) 35518 Btuh Equiv. AVF (cfm) 103 54 Req. total capacity at 0.83 SHR 3.2 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade Trade Model CH14NB042 Cond CH14NB042 AHRI ref 9162578 Coil FB4CNP042 AHRI ref 9162578 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 33200 Btuh Heating output 41000 Btuh @ 47°F Latent cooling 6800 Btuh Temperature rise 30 °F Total cooling 40000 Btuh Actual air flow 1225 cfm Actual air flow 1225 cfm Air flow factor 0.039 cfm/Btuh Air flow factor 0.039 cfm/Btuh Static pressure 0.40 in H2O Static pressure 0.40 in H2O Space thermostat Load sensible heat ratio 0.89 Capacity balance point=0°F Backup: Input=8 kW, Output=27297 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. .. wrigttttsaft 2018-Dec-0511:37.42 • • Right-Suite®Universal 2018 18.0.16 RSU19553 Page 1 ..es and Son Builders Porter Residence 120418.rup Calc=MJ8 Front Door faces: N Static Pressure and Friction Rate Job: James and Son Builder... - wrightsoft Date: December 4,2018 Entire House By: Energycalcsplus Phone:9123769638 Fax:8885441223 Email:energycalcsplus@aol.com Project Information For: Porter Residence 778 Vecuna Road,Atlantic Beach, FL 32233 Available Static Pressure Heating Cooling (in H2O) (in H2O) External static pressure 0.40 0.40 Pressure losses Coil 0 0 Heat exchanger 0 0 Supply diffusers 0 0 Return grilles 0 0 Filter 0 0 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.40 0.40 Total Effective Length Supply Return (ft) (ft) Measured length of run-out 14 0 Measured length of trunk 33 34 Equivalent length of fittings 115 40 Total length 162 74 Total effective length 236 Friction Rate Heating Cooling (in/100ft) (in/100ft) Supply Ducts 0.170 OK 0.170 OK Return Ducts 0.170 OK 0.170 OK Fitting Equivalent Length Details Supply 4X=35, 11A=20, 11A=20, 1A=35, 11G=5:TotalEL=115 Return 6M=20, 6A1=10, 5E1=10:TotalEL=40 W riyh1tsoft, 2018-Dec-05 11:37:42 - Right-Suite®Universal 2018 18.0.16 RSU19553 Page 1 AC ...es and Son Builders Porter Residence 120418.rup Calc=MJ8 Front Door faces: N 41- wrightsoft Duct System Summary Job: James and Son Builder... Date: December 4,2018 Entire House By: Energycalcsplus Phone:9123769638 Fax:8885441223 Email:energycalcsplus@aol.com Project Information For: Porter Residence 778 Vecuna Road,Atlantic Beach, FL 32233 Heating Cooling External static pressure 0.40 in H2O 0.40 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.40 in H2O 0.40 in H2O Supply/return available pressure 0.275/0.125 in H2O 0.275/0.125 in H2O Lowest friction rate 0.170 in/100ft 0.170 in/100ft Actual air flow 1225 cfm 1225 cfm Total effective length(TEL) 236 ft Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Eqv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln (ft) Trunk BDRM 2 h 4243 167 90 0.171 8.0 Ox 0 VIFx 45.4 115.0 st3 BDRM 3 c 2713 87 105 0.181 7.0 Ox 0 VIFx 36.8 115.0 st3 BTH 2 h 1579 62 21 0.170 5.0 Ox 0 VIFx 46.7 115.0 st3 BTH 3 h 2351 92 35 0.173 6.0 Ox 0 VIFx 43.7 115.0 st3 DINING c 2097 19 82 0.231 6.0 Ox 0 VIFx 23.9 95.0 st1 FOYER h 1737 68 34 0.226 5.0 Ox 0 VIFx 26.4 95.0 st1 GREAT RM c 3894 76 151 0.181 7.0 Ox 0 VIFx 37.0 115.0 st3 GREAT RM-A c 3894 76 151 0.232 7.0 Ox 0 VIFx 23.6 95.0 st1 KITCHEN c 4412 73 172 0.229 8.0 Ox 0 VIFx 25.0 95.0 st1 LAUNDRY h 3005 118 73 0.220 7.0 Ox 0 VIFx 29.7 95.0 st1 M.BDRM h 4216 166 145 0.270 8.0 Ox 0 VIFx 11.7 90.0 st2 M.BTH h 3477 137 133 0.271 7.0 Ox 0 VIFx 11.3 90.0 st2 WC h 745 29 10 0.260 4.0 Ox 0 • VIFx 15.5 90.0 st2 WIC h 1446 57 24 0.265 5.0 Ox 0 VIFx 13.5 90.0 st2 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3 Peak AVF 483 402 0.170 615 12.0 0 x 0 VinIFIx st1 st1 Peak AVF 837 914 0.170 855 14.0 0 x 0 VinIFIx st2 Peak AVF 388 311 0.260 711 10.0 0 x 0 VinIFIx I - wrightsoft- 2018-Dec-0511:37:42 v -. .. Right-Suite®Universal 2018 18.0.16 RSU19553 Page 1 ...es and Son Builders Porter Residence 120418.nip Calc=MJ8 Front Door faces: N Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb3 Ox 0 1225 1225 73.8 0.170 561 20.0 Ox 0 VIFx rst3 Return Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rst3 Peak AVF 1225 1225 0.170 693 18.0 0 x 0 VinIFIx wrightsoft" 2018-Dec-05 11:37:42 tet,_, . .._-. ... Right-Suite®U niversal 2018 18.0.16 RSU19553 Page 2 ACUnik ...es and Son Builders Porter Residence 120418.rup Calc=MJ8 Front Door faces: N Manual S Compliance Report Job: James and Son Builder... 44- wrightsoft Date: December 4,2018 Entire House By: Energycalcsplus Phone:9123769638 Fax:8885441223 Email:energycalcsplus@aol.com Project Information For: Porter Residence 778 Vecuna Road,Atlantic Beach, FL 32233 Cooling Equipment Design Conditions Outdoor design DB: 92.7°F Sensible gain: 31515 Btuh Entering coil DB: 77.1°F Outdoor design WB: 77.1°F Latent gain: 4002 Btuh Entering coil WB: 63.6°F Indoor design DB: 75.0°F Total gain: 35518 Btuh Indoor RH: 50% Estimated airflow: 1225 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB042+FB4CNP042 Actual airflow: 1225 cfm Sensible capacity: 33000 Btuh 105%of load Latent capacity: 7000 Btuh 175%of load Total capacity: 40000 Btuh 113%of load SHR: 83% Heating Equipment Design Conditions Outdoor design DB: 32.5°F Heat loss: 31205 Btuh Entering coil DB: 69.0°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB042+FB4CNP042 Actual airflow: 1225 cfm Output capacity: 41000 Btuh 131%of load Capacity balance: 0 °F Supplemental heat required: 0 Btuh Economic balance: 0 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1225 cfm Output capacity: 8.0 kW 87%of load Temp. rise: 20 °F Meets all requirements of ACCA Manual S. - wrightsoft' 2018-Dec-0511:37:42 Right-Suite®Universal 2018 18.0.16 RSU19553 Page 1 ..es and Son Builders Porter Residence 120418.rup Calc=MJ8 Front Door faces: N V. / / \ N Level 1 (-- M.BTH M.BDRM 12x8 7„ 12x6 8x4 v BTH 3 %. 8•, .. 10x6 12x12 a" • 4" WC KITCHEN „ Pi 6.. • 10, GREAT RM 12 x 8 '' RAGE 12x6 i ”. 12x6 c.r 12x6 r_4 WIC BDRM 3 7" HALL 2 PANTRY ' 10 x 3 �•� 18•• 1 ,2x,2y � 6 el W ... 8 x 4 8" DINING ipp-8-NwiliPPP"-. 10 x 6 ' '' El L: F _R A J 9,. r•� "' 12xa 6• —4—,..... ..I .2 GARAGE 12x,2 B 2 LAUNDRY BDRM 2 10x6 ii 1 Job#: James and Son Builders Porter Re.. Scale: 1 : 102 Performed by Energycalcsplus for: Page 1 Porter Residence 778 Vecuna Road Ri ght-Suite®Universal 2018 Atlantic Beach,FL 32233 18.0.16 RSU19553 Phone:9123769638 Fax:8885441223 2018-Dec-05 11:37:54 energycalcsplus@aol.com ...ders Porter Residence 120418.rup 04 N N CJ39 CJ39 CJ40 CJ41 23'4 11 EJ29 1 Im mII < -IIm - 41m- �Im - m fl�I� IIm IIm 7' C21 C22 C23 C25 E26 C27 w II II I II CJ39 CJ41 U U U D28 D29 1 I �Jz1 tl - " 0 0 0 N�iU U W U U o rn o FRAME DOWN CEILING TO 10' IF DESIRED U U U 00 23'4" 9110" EJ32 EJ31 5' JOB: 606318 JAMES AND SONS LOC: 778 VECUNA DR PLAN: PORTER RESID DESIGNER: RICHARD TINGLEY PITCH: 4/12 OVERHANG: 24" WIND CODE: 130 MPH EXPOSURE B CLOSED ALL TRUSS PLATES ARE ALPINE PLATES ALPINE WAVE PLATE APPROVAL # 1999.3 ALPINE HS PLATE APPROVAL # 1999.2 ENGINEER OF RECORD APEX ENGINEERING JEFFREY P ARNESON 9000 REGENCY SQUARE BLVD SUITE 100 JACKSONVILLE, FL 32211 904-821-5200 LICENSE NUMBER: 58544 ENGINEER OF RECORD TO REVIEW ALL BEAM AND TRUSS ENGINEERING AND SIZE FOOTERS, HEADERS, COLUMNS AND CAPS WHERE NECESSARY. TRUSS FABRICATOR WILL NOT BE RESPONSIBLE FOR REPAIRS RESULTING FROM ATRUSS OR BEAM BEING INADEQUATELY SUPPORTED. 9-1-2 WALL HEIGHT 10-1-2 WALL HEIGHT cc 12-1-2 WALL HEIGHT CJ41 m ID L C) v �z E �o E Qoo�o =mom o E W — 2 m O a�6 ti_ h 2 0 3 Z t s ¢ n - Q a 3 E Lu a Q m E / I I I I o� Q a QLO a Q I a a a Q Q I I I I I U O I O O _ I � N I I I I I i I I N D28 D29 1 I �Jz1 tl - " 0 0 0 N�iU U W U U o rn o FRAME DOWN CEILING TO 10' IF DESIRED U U U 00 23'4" 9110" EJ32 EJ31 5' JOB: 606318 JAMES AND SONS LOC: 778 VECUNA DR PLAN: PORTER RESID DESIGNER: RICHARD TINGLEY PITCH: 4/12 OVERHANG: 24" WIND CODE: 130 MPH EXPOSURE B CLOSED ALL TRUSS PLATES ARE ALPINE PLATES ALPINE WAVE PLATE APPROVAL # 1999.3 ALPINE HS PLATE APPROVAL # 1999.2 ENGINEER OF RECORD APEX ENGINEERING JEFFREY P ARNESON 9000 REGENCY SQUARE BLVD SUITE 100 JACKSONVILLE, FL 32211 904-821-5200 LICENSE NUMBER: 58544 ENGINEER OF RECORD TO REVIEW ALL BEAM AND TRUSS ENGINEERING AND SIZE FOOTERS, HEADERS, COLUMNS AND CAPS WHERE NECESSARY. TRUSS FABRICATOR WILL NOT BE RESPONSIBLE FOR REPAIRS RESULTING FROM ATRUSS OR BEAM BEING INADEQUATELY SUPPORTED. 9-1-2 WALL HEIGHT 10-1-2 WALL HEIGHT cc 12-1-2 WALL HEIGHT CJ41 m ID L C) v �z E �o E Qoo�o =mom o E W — 2 m O a�6 ti_ h 2 0 3 Z t s ¢ n - Q a 3 E Lu a Q m E TABLE OF CONTENTS SP 1 - COVER SHEET/ SITE LAYOUT 1 -FLOOR PLAN 2 - EXTERIOR ELEVATIONS, WALL SECTI &ROOF LAYOUT E 1 -ELECTRICAL FIXTURE LAYOUT F I -TYP. FLASHING DETAILS S 1.0 - STRUCTURAL -CURRENT FLORIDA BUILDING CODE -CURRENT PLUMBING FBC -CURRENT MECHANICAL FBC -CURRENT FIRE PREVENTION CODE -CURRENT NATIONAL ELECTRIC CODE -CURRENT ATLANTIC BEACH LAND DEVELOPMENT CODE I♦,' 778 +w Drive N Aflonfic Beach, Florida -WIND SPEED = 130 M.P.H. -THIS BUILDING IS NOT IN THE WIND-BORNE DEBRIS REGI N. -EXPOSURE CLASSIFICATION = ENCLOSED BUILDING -BUILDING CLASSIFICATION CATEGORY II (RESIDENTIAL) -OCCUPANCY CLASSIFICATION: GROUP R3 (RESIDENTIAL) -CONSTRUCTION TYPE: 5B (UNPROTECTED. UNSPRINKLER,D) -All electrical wiring to be in accordance with current NEC. Provide c -fault circuit interrupters in accordance with 210.12 -A foundation survey shall be performed and a copy of the survey sh I be on site for the building inspectors use prior to framing inspection. VE�yUNA DRIVE ACK 8.� FUTURE POOL U — J 80.65' N85°37'27"W Site Management Plan 711 CONC.DRIVE 4br SILT! FENC "" . I 5' DRAtNA<i 6S_W IT J I -'iJOUNITY DEVELO z aj PM NT APPRov a Site Plan lid drawn by ' dote 5�PT1 MIIGH 26 018 R, A. job no. I8.1'_d Sheet no. 80.65' S85°37'27" E ! FENCE ZW n PORT O -LET � ® cs? I t hz CONC. "I -7'N N� WALK ' 25 FRONT ACK 8.� FUTURE POOL U — J 80.65' N85°37'27"W Site Management Plan 711 CONC.DRIVE 4br SILT! FENC "" . I 5' DRAtNA<i 6S_W IT J I -'iJOUNITY DEVELO z aj PM NT APPRov a Site Plan lid drawn by ' dote 5�PT1 MIIGH 26 018 R, A. job no. I8.1'_d Sheet no. 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C4 0 T E O v Z: L 7 O C L: >a00�U °'E 0 C �YOJ t t m � E+,tnIn m 00 00 00 N O 1 N O N w w m Z � D Z Z w Cl Of 0 O Z LLJ J O U O U-) V) 3: W V) H �w��> F UUaNOp p Z�viO¢ U Q Z O U~ 0 LLD LZ LI UZZ>-1=W W? p Z ¢pQW: CID a3 oQZ Li ZD Lu Ci - LU lu 13 Lug�O _� m3pULL, vi 3 �WNZ�Z Z.,Res 00: 2�ZUku1 3� �zp3yp zo"=¢�6¢ W OZ�O> zWct w��oz y i'Z�ZW ct�,�o> Q:ozZ¢� O w W > > V) uj W W W Wcn y Hti�4�cti U o� Z N N _SCD Z_ ooff) w ^ zoo00 J Z Ld LL ll' W = (n U Z Z ow�- 0mmr�nw Z v Z: Q >a00�U �YOJ V m 00 00 00 N O 1 N O N w w m Z � D Z Z w Cl Of 0 O Z LLJ J O U O U-) V) 3: W V) H �w��> F UUaNOp p Z�viO¢ U Q Z O U~ 0 LLD LZ LI UZZ>-1=W W? p Z ¢pQW: CID a3 oQZ Li ZD Lu Ci - LU lu 13 Lug�O _� m3pULL, vi 3 �WNZ�Z Z.,Res 00: 2�ZUku1 3� �zp3yp zo"=¢�6¢ W OZ�O> zWct w��oz y i'Z�ZW ct�,�o> Q:ozZ¢� O w W > > V) uj W W W Wcn y Hti�4�cti TABLE OF CONTENTS SP I - COVER SHEET/ SITE LAYOUT 1 - FLOOR PLAN 2 -EXTERIOR ELEVATIONS, WALL SECTION & ROOF LAYOUT El -ELECTRICAL FIXTURE LAYOUT F I - TYP. FLASHING DETAILS S 1.0 - STRUCTURAL -CURRENT FLORIDA BUILDING CODE -CURRENT PLUMBING FBC -CURRENT MECHANICAL FBC -CURRENT FIRE PREVENTION CODE -CURRENT NATIONAL ELECTRIC CODE -CURRENT ATLANTIC BEACH LAND DEVELOPMENT CODE -WIND SPEED = 130 M.P.H. -THIS BUILDING IS NOT IN THE WIND-BORNE DEBRIS REGION. -EXPOSURE CLASSIFICATION =ENCLOSED BUILDING -BUILDING CLASSIFICATION =CATEGORY II (RESIDENTIAL) -OCCUPANCY CLASSIFICATION: GROUP R3 (RESIDENTIAL) -CONSTRUCTION TYPE: SB (UNPROTECTED, UNSPRINKLERED) A ll electrical wiringto be in accordance with current NEC. Provide arc -fault circuit interrupters in accordance with 210.12 -A foundation survey shall be performed and a copy of the survey shall be on site for the building inspectors use prior to framing inspection. r te,. RES D- -- - PROJECT 778 Vecuna Drive Q0 N W r� N N ci- z 0 Aflanfic Beach, Porida VECUNA DRIVE on r r I UI m� �I C cW Lv I Q I (-0I — I I I I 20' REAR SETBACK IFUTURE POOL 80-65' N85,3 7)27"W 2735 S.F. BUILDING PAD + 522 S.F. CONC. AREA =3257 S.F. IMPERVIOUS AREA +4243 S.F. PERVIOUS AREA =7500 S.F. TOTAL LOT AREA 36% BUILDING COVERAGE + 7% CONC. COVERAGE =43% TOTAL LOT COVERAGE (IMPERVIOUS AREA) 5'RD AINAGE EASEMENT NI nTF-- if !i F revisions 0 z N o -Siv F It coM1"IrY DEV A PPR Nr ° O ���PME VE® 2 a 2 a f F egal Description 8 VECUNA DRIVE LOT 13, BLOCK 15, REPLAT OF PART OF ROYAL PALMS UNIT 2A, AS RECORDED IN PLAY BOOK 31, PAGES 16-16D OF THE $ CURRENT PUBLIC RECORDS OF DUVAL c COUNTY, FLORIDA. o t Site Plan Notes 2 1. This is not a survey. E 2. Pool Design and location shown are only suggested. 5 3. Landscaping design by others. I 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. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. Contractors shall verify and be responsible for dimensions and conditions of the job. Site Plan Scale: AS NOTED 1z 0 N a CL ' O v W �� QLd _ z v It coM1"IrY DEV A PPR Nr ° O ���PME VE® 2 a 2 a f F egal Description 8 VECUNA DRIVE LOT 13, BLOCK 15, REPLAT OF PART OF ROYAL PALMS UNIT 2A, AS RECORDED IN PLAY BOOK 31, PAGES 16-16D OF THE $ CURRENT PUBLIC RECORDS OF DUVAL c COUNTY, FLORIDA. o t Site Plan Notes 2 1. This is not a survey. E 2. Pool Design and location shown are only suggested. 5 3. Landscaping design by others. I 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. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. Contractors shall verify and be responsible for dimensions and conditions of the job. Site Plan Scale: AS NOTED 1z 0 N 71 Sheet no. al W W QLd LJ_ (� o = S� z w z �m U < W �- 00 Q � Q � pr v O drawn by J.M.B. date SEPTEMBER 26, 2018 REV. job no. 18-128 71 Sheet no. al 1 RH N I it 4050 S.H. ® 7'0" HDR. �I NOTE ENGINEER TO VERIFY INTERIOR ROOF TRUSS BEARING WITH THE ROOF TRUSS ENGINEERING PRODUCED SPECIFICALLY FOR THIS PROJECT. ENGINEER TO VERIFY EXTERIOR LOAD BEARING PAD SIZES & LOCATION. KI 0111m ; 23I'-4" 9'-10" revisions 13'-6" 4'-2" 111, -g" 4'-0>, -C - � -9 -0 2'-6>, 2050 S.H. 9.26.18 REV. ' 7'0" HDR. HWR. MP. GL 3 60 S.H ® 8f 0" HDR �I 3060 S.H. ® 8'0" HDR. Cc° LINEN • % PROVIDE - •- - • : Mrore IN. In. 3'-8„ Im 1 S OWNER'S SUITE 10 CLG. 13'x15' A/C , r. 4' 2" I 38'-8" 33'-0" 10'-2" �3"�. 10'-4„ 10'-6" ..— — — — — — — — — — -------------� RE -WIRE PRE -PLUMB __FUTURE WETBAR � COV'D. PATIO I I U' 10 CLG. �o z� _J33'6"x9'6" I _ o� cn 00 I II 7'= 2"8'-0" 6'- >, 3,-6„ 2'-6„ 3'-8„ - - 3040 S.H. — 4"1 ® 8'0" HDR. B.F.F. CAB . ABV. _J L— 8080 S.G.D. 2-3060 F.G. LI EN a51 14 i DA @ 8'0" HDR. FR DR. o I I 0 1 CL. 9 CLG NG X -1 4'-4" 3,- >, -0 2%48' 4" ATTI Ci ACES B.F.F. L_ — J 2 OAY ARAGE I CLG. N 22'u499x22' N 16'x7' db.H. GAR. DR. 16'-0" 23'-4" 4'x4' ISLAN GRE) W/ 12" 0. I to 00 12" O.H. Itff MEN E-1,4 1IRY.. �,-• OZ CL �;0000/000///101 %00 ��I I j —6,L 8,-4„ 3'-g» 9'-10" 11 '- 4,> 25-8" F)9,—n" 5'-8" 3'-6" _H.B. 0 I I 00 2 0 0 1 I Q0 LO T R M . 2468 ' PKT. 10' CLG. i 16'x 18' BEDRM. 3 9 CLG. o N 11'x12' 3050 S.H. ® 10" HDR. _ 2'-8" 1'-2" 3'-0" 7'-10" —� 0 0 O li I 8' C.O. r 5068 B.P. "' 7111111,71101 d - w o -- R.&SH--- N z J � R.&SH. co CNI 7-f' ��� 5068 B.P. 0 QlTtf I 3050 S.H. 9 CSG. @ 790" HDR.00 I_ I BEDIRM. 2 c� 9 CLG. ' I TUB W/ 12'x11 co SH WR. a, 6'— 0 _ 0 3-2050 F.G. ® 7'0" HDR. I I I -6' > 4'-6" -4'-0"- 2' _6" 2'- -4'-0"- 13 -0 NOTES: 2— INDICATES NUMBER OF DOORS. 2— INDICATES NUMBER OF WINDOWS. FR — FRENCH DOORS SL — SIDE LIGHT FG — FIXED GLASS TR — TRANSOM GB — GLASS BLOCK PKT — POCKET DOOR OBS — OBSCURED GLASS TEMP — TEMPERED GLASS SH — SINGLE HUNG DH — DOUBLE HUNG HR — HORIZONTAL ROLLER BP — BYPASS SPECIALTY WINDOWS/DOORS, FIXED GLASS WINDOWS, AND TRANSOMS ARE NOTED ON PLANS. FBC—R NOTES GARAGE: 1. THE DOOR BETWEEN THE GARAGE AND THE RESIDENCE SHALL BE A 2'8" SELF—CLOSING DOOR WITH A MINIMUM FIRE RATING OF 20 MINUTES. 2. ALL DUCTS IN THE GARAGE SHALL BE A MINIMUM OF 26 GA. SHEET STEEL. 3. DRYWALL ON THE GARAGE SIDE OF THE WALL SEPARATING THE GARAGE AND THE RESIDENCE SHALL BE 1/2" GYPSUM BOARD. 4. DRYWALL ON THE GARAGE CEILING SHALL BE 1/2" GYPSUM BOARD. IF THERE IS A HABITABLE ROOM ABOVE THE GARAGE, THE GARAGE CEILING DRYWALL SHALL BE 5/8" "TYPE X" GYPSUM BOARD AND ALL SUPPORTING WALLS SHALL HAVE 1/2" GYPSUM BOARD. A/C COMPRESSOR AND PAD MOUNTING: THE COMPRESSOR SHALL BE ANCHORED TO PAD WITH 0.145 DIA. X 1 1/2" LENGTH, MECHANICAL FASTENERS WITH GASKETED WASHERS (ANCHORS). FOR UNITS BETWEEN 12" AND 24" INSTALL 2 ANCHORS PER SIDE (8 TOTAL). FOR UNITS BETWEEN 24" AND 36" INSTALL 3 ANCHORS PER SIDE (12 TOTAL). A SINGLE COMPRESSOR PAD SHALL BE 48"X48"X 3 1/2" THICK, 3000 P.S.I. CONC. WITH FIBERMESH. A DOUBLE COMPRESSOR PAD SHALL BE 48"X96"X 3 1/2" THICK, 3000 P.S.I. CONC. WITH FIBERMESH. COMMUNITY DEVELOPMENT APPROVED Area Tabulations Living: 1st floor: 1728 sf 2nd floor: N/A sf Total Living: 1728 sf entry: 102 sf Patio: garage: other: j Total Area: 318 sf 587 sf N /A sf 2735 sf VOLUME OF ENCLOSED CONDITIONED AREA FOR THE BLOWER DOOR TESTING. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. Contractors shall verify and be responsible for dimensions and conditions of the job. Floor Plan Scale: 1/4"=1'-0" � w. 1,4M c revisions m 8.31.18 ORIGINAL 9.26.18 REV. _o i a 4 0 o S O M c Nv ° 1L C v � 0 �v .4' 0 0 0 E v c C c CD IVA 0 0 C W C v WCL C a �/ v a O z �� Q a3 1� z w V z U M ° U z -� 03 :20. rTl 0 � � O 0 V C v t v _ drawn by 5 J.M.B. E date SEPTEMBER 26, 2018 REV. job no. 18-128 r Sheet no. t 0 ----- PROJECTED LINE OF 9'=0" BRG. FOR MAIN ROOF --- �2--_� EXTERIOR ROOFING MATERIAL SEE ELEVATIONS FOR TYPE SEE MFR. SPECIFICATIONS FOR CODE COMPLIANCE AND INSTALLATION 7/16" APA RAT SEE STRUCTURA PRE—ENG. R0, 0 24" 0. C., P EAVE DRIP, VAL AND EDGE FLAB SHALL BE 26 C SEE MFR. SPEC FOR CODE COM AND INSTALLAT 2X6 FASCIA W/ ALUMINUM WRA VINYL SOFFIT P.T. 2X4 WRAF SEE FLOOR PLj SEE ELEV. P.T. 2X4 WRAPPED IN ALUMINUM 7/16" APA RATED SHEATHING W/ WEATHER RESISTANT BARRIER SEE STRUCTURAL ENGINEERING SIDING INSTALLED PER MFR. SPEC. STARTER STRIP FOR SIDING APPLY A LIGHT COAT OF STUCCO TO FILL VOIDS AND HONEY COMBS FINISH GRADE /� IUVUU ROOF PLAN INSULATION FOR HEATED/COOLED AREAS (MATCH ENERGY CALCS. DOUBLE 2X TOP PLATE S.Y.P. #2 WINDOW HEADER 9'-0" BRG. 0'-0" FIN. FLR. 10'-0" BRG. 9'-0" BRG. 8'-0" HDR. 0'-0" FIN. FLR. ROOF VENT CALCULATION: 2735 S.F. TOTAL_ (1ST. FL_R.) RF. AREA DIV. BY 300 = 9.1(TOTAL S.F. OF RF. VENTING ]EEDED SIV RY 2 = 4.6 S.F. -OF RIDGE VENTS NEEDED DIV. BY 1.5 SEE WINDOW MFR. SPECIFICATIONS FOR CODE COMPLIANCE AND INSTALLATION DATA INSULATION FOR HEATED/COOLED AREAS (MATCH ENERGY CALCS. 2X STUDS 0 16" O.C. SEE FLOOR PLAN P.T. 2X BOTTOM PLATE 0'-0" FIN. F MAIN HOUSE NOTE: SEE STRUCTURAL ENGINEERING FOR FOUNDATION TYPE AND FOOTING SPECIFICATIONS. FRAME WALL SECTION WITH SIDING 3 — 6' OFF—RIDGE VENTS 12'-0" 9'-0" BRG. 0'-0" FIN. FLR. L CC FRONT ELEVATION "TIM MIN ii■l� 11M MIN 11MIN 110 Eli oil �i1991 _rEIn 7'-0" HDR. OAR) & BSI ING 0'-0" F1N. S I o o 0 a r O c 7'-0" HDR. 0'-0" F1N. S I o o 0 a r O c AP 0'-0" F1N. 0 a o 0 a r O c �■i ii' iii�•iii� i �■i i ��i i iiiiiiii�-ii���d�W�KI al awKII�0010son ■■M■■■.■■■■■■■._ �����N11AAI iiiiii�iiiiiiiiiiii�ii�iii��._ ONI�I.�,�i�.� �u 1euu �I�LI�u Iu 1�1■L��� �LI�I� ■I�I�I�_ �I:11��1■I�I�I:11_�.I�I�I■11ul:I�I�I■I�,_,.��I�I■I��_�., ISI■I�Icla_��I■I�ICI:�I�■I�I��• � ,■I��� :I_I:I _I:I ■ o --o- M. I� REAR ELEVATION 4: 72 RIGHT SIDE ELEVATION - SCALE LEFT SIDE ELEVATION 10'-0" BRG. 9'-0" BRG. 7'-0" HDR* 0'-0" FIN. COMMUNITY DEVELOPME APp Ni R® VED WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. Contractors shall verify and be responsible for dimensions and conditions of the job. Elevations Scale: AS NOTED revisions 0 5 E 0 drawn by J.M.B. date SEPTEMBER 26, 2018 REV. job no. I 18.128 I Sheet no. t c m 0 0 a 0 r O c a a �n C. � R W t� s� � Q Q �.7� z m o U j U 1— 00 z Q $ a � � v O 8 0 C v 0 5 E 0 drawn by J.M.B. date SEPTEMBER 26, 2018 REV. job no. I 18.128 I Sheet no. t c m 0 III=III=1FIN. GRADE -III—III—I � 11=III=III—III=1I1= —III—III I I=111- III -III- III1III FOUNDATION PER I -El _ _ STRUCTURAL ENGINEER Ililillllil ..� °•o IIIIII�II 1=1I I .•. 11=1I1= STONE VENEER FLASHING SEE ELEV FIBERGLASS - SHINGLES 2 -75 PER SPEC. KICK -OUT BRG. HT. PER PLAN IAL Plp 2X6 FASCIA W/ ALUMINUM WRAP HOLD BACK FASCIA AND DRIP EDGE 2" FROM FACE OF WALL OUTSIDE FACE OF EXTERIOR WALL EXTERIOR FINISH PER PLAN FOUNDATION WEEP SCREED SCALE: N.T.S. EXTERIOR WALL SHEATHING (WRB) WEATHER RESISTANT BARRIER STUCCO LATHE 3 COAT STUCCO SYSTEM �- 5X5 FLASHING W/ KICK -OUT _f�_ TO SHED WATER AWAY FROM HOUSE WRB OVERLAPS THE 5X5 FLASHING ROOF SHEATHING 2X6 FASCIA W/ ALUMINUM WRAP OUTSIDE FACE OF EXTERIOR WALL WALL AND ROOF INTERSECTION FLASHING METAL DRIP EDGE O26 GA. GALVANIZED (NOT TO SCALE) 01 DRIP EDGE FLASHING: DRIP EDGE SHALL BE PROVIDED AT EAVES AND GABLES OF SHINGLED ROOFS, AND OVERLAPPED A MINIMUM OF 2". EAVE DRIP EDGES SHALL EXTEND 1/4" BELOW SHEATHING AND EXTEND BACK ON THE ROOF A MINIMUM OF 2". DRIP EDGE SHALL BE MECHANICALLY FASTENED A MAXIMUM OF 12" O.C. DRIP EDGE AT EAVES SHALL BE PERMITTED TO BE INSTALLED EITHER OVER OR UNDER THE UNDERLAYMENT. IF INSTALLED OVER THE UNDERLAYMENT, THERE SHALL BE A MINIMUM 2" WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE. THE UNDERLAYMENT SHALL CONFORM WITH ASTM D 226, TYPE I OR TYPE II, OR ASTM D 4869, TYPE I OR TYPE II. THE UNDERLAYMENT SHALL BE INSTALLED IN WATER SHEDING FASHION, STARTING WITH THE EAVE EDGE AND ROLLED HORIZONTAL. UNDERLAYMENT SHALL OVERLAP A MINIMUM OF 19" AND BE MECHANICALLY FASTENED AT 36" O.C. MAXIMUM. ROOF FLASHING SCALE: N.T.S. U) 0 In J J Q 0 w x Li SCALE: N.T.S. WRAP WRB INTO OPENING WRB CUT I I I I I 1 I I I I I I I WRB REMOVE BOTTOM MODIFIED "I" WRB FLAP CUTIN WRB WRB TEMPORARLY TAPE UP TOP FLAP INSTALL VULKUM AT THRESHHOLD PER MFR. INSTRUCTIONS. INSTALL DOOR, SHIM DOOR TO LEVEL, PLUMB AND SQUARE DOOR IN OPENING. WRB __L" WRB A WITH "Z -FLASHING" AND BLOCKED WITH SOLID WOOD WEATHER RESISTANT 2 X WALL PER PLAN WEATHER RESISTANT BARRIER (W.R.B.) 7/16" APA RATED SHEATHING r4==Lu= TO BOTH DR FRAME TO ABOVE DOOR SIDES APPLY HEAD FLASHING, EXTENDING 10" WRB, BEYOND DOOR ROUGH OPENING. ROUGH UNFOLD TOP FLAP AND COVER DIAGONAL CUT IN WRB WITH SHEATHING TAPE. OPENING. BARRIER (W.R.B.) SEE STRUCTURAL ENGINEERING PAPER BACKED NOTE: ALL FLASN ING WILL BE SELF ADHEARING AND ROLLED SMOOTH STUCCO LATHE 2 X WALL PER PLAN FLASHING SCALE: N.T.S. PAPER BACKED EXTERIOR SHEATHING TO BE i SEALANT rSILLFLASII ACCORDING TO APPROVED MANUFACTURER'S THROUGH WINDOW JAMB STUCCO LATHEFOUNDATION, FLUSH WITH THE EDGE OF THE 1/4" GAP BETWEEN 7/8" STUCCO THE FLAP'OF FOUNDATION AND SHEATHING 3 COAT SYSTEM 7/16" APA RATED SHEATHING WRB AT THE HEAD.SEE DIAGRAM O 3/8" STUCCO SCRATCH COAT FOUNDATION WEEP SEE STRUCTURAL ENGINEERING SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, FLANGE. 3/8" STUCCO BROWN COAT SILL PLATE SCREED W/ SPRING PLUMB, AND LEVEL CONDITION. USE CORROSION Jq 8 FLANGE U OO MOTAR PER MFR. SPEC. EXTERIOR SHEATHING TO BE i LL ° \ FLUSH WITH THE EDGE OF THE 1 WEATHER RESISTANT l�— an I FOUNDATION, 1/4" GAP BETWEEN (~� WRB FLASHING �\ a a ° FOUNDATION AND SHEATHING z SYNTHETIC STONE VENEER e `° • ° FOUNDATION PER SEALANT BEAD BETWEEN TOP CORNERS AND CENTER TO THE EXTERIOR m z STRUCTURAL WRB SURFACE ABOVE. V1 FLANGE. ° :2 ENGINEER d SILL PLATE O Do �< I� Q Q ° ° Oa NOTE: ALL FLASHING WILL BE SELF ADHEARING AND ROLLED FOUNDATION WEEP SCREED . 00 WINDOW FLASHING "METH 0 D A-199 SCALE: N.T.S. W/ SPRING FLANGE " ° FIN. GRADE P'001 all v O v TIV III=III=1FIN. GRADE -III—III—I � 11=III=III—III=1I1= —III—III I I=111- III -III- III1III FOUNDATION PER I -El _ _ STRUCTURAL ENGINEER Ililillllil ..� °•o IIIIII�II 1=1I I .•. 11=1I1= STONE VENEER FLASHING SEE ELEV FIBERGLASS - SHINGLES 2 -75 PER SPEC. KICK -OUT BRG. HT. PER PLAN IAL Plp 2X6 FASCIA W/ ALUMINUM WRAP HOLD BACK FASCIA AND DRIP EDGE 2" FROM FACE OF WALL OUTSIDE FACE OF EXTERIOR WALL EXTERIOR FINISH PER PLAN FOUNDATION WEEP SCREED SCALE: N.T.S. EXTERIOR WALL SHEATHING (WRB) WEATHER RESISTANT BARRIER STUCCO LATHE 3 COAT STUCCO SYSTEM �- 5X5 FLASHING W/ KICK -OUT _f�_ TO SHED WATER AWAY FROM HOUSE WRB OVERLAPS THE 5X5 FLASHING ROOF SHEATHING 2X6 FASCIA W/ ALUMINUM WRAP OUTSIDE FACE OF EXTERIOR WALL WALL AND ROOF INTERSECTION FLASHING METAL DRIP EDGE O26 GA. GALVANIZED (NOT TO SCALE) 01 DRIP EDGE FLASHING: DRIP EDGE SHALL BE PROVIDED AT EAVES AND GABLES OF SHINGLED ROOFS, AND OVERLAPPED A MINIMUM OF 2". EAVE DRIP EDGES SHALL EXTEND 1/4" BELOW SHEATHING AND EXTEND BACK ON THE ROOF A MINIMUM OF 2". DRIP EDGE SHALL BE MECHANICALLY FASTENED A MAXIMUM OF 12" O.C. DRIP EDGE AT EAVES SHALL BE PERMITTED TO BE INSTALLED EITHER OVER OR UNDER THE UNDERLAYMENT. IF INSTALLED OVER THE UNDERLAYMENT, THERE SHALL BE A MINIMUM 2" WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE. THE UNDERLAYMENT SHALL CONFORM WITH ASTM D 226, TYPE I OR TYPE II, OR ASTM D 4869, TYPE I OR TYPE II. THE UNDERLAYMENT SHALL BE INSTALLED IN WATER SHEDING FASHION, STARTING WITH THE EAVE EDGE AND ROLLED HORIZONTAL. UNDERLAYMENT SHALL OVERLAP A MINIMUM OF 19" AND BE MECHANICALLY FASTENED AT 36" O.C. MAXIMUM. ROOF FLASHING SCALE: N.T.S. U) 0 In J J Q 0 w x Li SCALE: N.T.S. WRAP WRB INTO OPENING WRB CUT I I I I I 1 I I I I I I I WRB REMOVE BOTTOM MODIFIED "I" WRB FLAP CUTIN WRB WRB TEMPORARLY TAPE UP TOP FLAP INSTALL VULKUM AT THRESHHOLD PER MFR. INSTRUCTIONS. INSTALL DOOR, SHIM DOOR TO LEVEL, PLUMB AND SQUARE DOOR IN OPENING. WRB __L" WRB A WITH "Z -FLASHING" AND BLOCKED WITH SOLID WOOD 8.31.18 ORIGINAL APPLY JAMB FLASKING OF DOOR FROM DO EXTENDING 8 1/2" r4==Lu= TO BOTH DR FRAME TO ABOVE DOOR SIDES APPLY HEAD FLASHING, EXTENDING 10" WRB, BEYOND DOOR ROUGH OPENING. ROUGH UNFOLD TOP FLAP AND COVER DIAGONAL CUT IN WRB WITH SHEATHING TAPE. OPENING. LAP SIDING SHALL BE LAPPED A MINIMUM OF 1 NOTE: ALL FLASN ING WILL BE SELF ADHEARING AND ROLLED SMOOTH & FLAT WITH A J -ROLLER. DOOR FLASHING SCALE: N.T.S. SECTION A EXTERIOR11 i SEALANT rSILLFLASII ACCORDING TO APPROVED MANUFACTURER'S THROUGH WINDOW JAMB JAMB FLASHINGUNDER �6„ FIBERGLASS SHINGLES PER. SPEC. BRG. HT. PER PLAN MFTPIL DRIP EDGE - 2X6ASCIA W/ ALU IN UM WRAP EXTERIOR FINISH PER PLAN WEATHER RESISTANT BARRIER OVERLAPS THE 5X5 FLASHING. CUT AND FOLD 5X5 FLASHING TO FORM KICK -OUT AS TO SHED WATER AWAY FROM THE HOUSE. SEE ELEV. ��+l +16 1'-4" 1'-4" 2'48" GABLE HIP RETURN FLASHING OVALLEY FLASHING: VALLEY LININGS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS BEFORE APPLYING SHINGLES. VALLEY LININGS OF THE FOLLOWING TYPES SHALL BE PERMITTE�II: 1. FOR OPEN VALLEY (VALLEY LINING �[XPOSED) LINED WITH METAL, THE VALLEY LINING SHALL BE AT LEAST 24" WIDE AND OF ANY OF THE CORROSION -RESISTANT METALS IN TABLE R903.1 2. FOR OPEN VALLEYS, VALLEY LINING OF TWO PLIES OF MINERAL SURFACE ROLL ROOFING, OMPLYING WITH ASTM D 249, SHALL BE PERMITTED. HE BOTTOM LAYER SHALL BE 18" AND THE TOP L/ YER A MINIMUM OF 36" WIDE. 3. FOR CLOSED VALLEYS (VALLEY COVd-_RED WITH SHINGLES), VALLEY LINING OF ONE PL SMOOTH ROLL ROOFING COMPLYING WITH ASTM D 2211 TYPE II OR TYPE III AND AT LEAST 36" WIDE OR ��ALLEY LINING AS DESCRIBED IN ITEMS 1 AND 2 ABC WJE SHALL BE PERMITTED. SPECIALTY UNDERLAYMEN1V COMPLYING WITH ASTM D 1970 MAY BE USED IN t IEU OF THE LINING MATERIAL. +0" 5X5 FLASHING W/ KICK -OUT TO SHED WATER O3 RIDGE FLASHING: THE UNDERLAYMENT SHALL BE INSTALLED IN WATER SHEDING FASHION. THE LAST LAYER APPLIED AT THE RIDGE SHALL BE FOLDED OVER THE RIDGE AND MECHANICALLY FASTENED, AT 36" O.C. MAXIMUM TO THE OPPOSING SIDE OF THE ROOF. REPEAT PROCEDURE FOR OPPOSING SIDE OF ROOF. WHEN COMPLETED THERE WILL BE TWO LAYERS OF UNDERLAYMENT OVERLAPPING THE RIDGE. O4HIP FLASHING: THE UNDERLAYMENT SHALL BE INSTALLED IN WATER SHEDING FASHION. AT THE HIP LINE FOLD THE UNDERLAYMENT OVER THE HIP AND MECHANICALLY FASTEN, AT 36" O.C. MAXIMUM TO THE OPPOSING SIDE OF THE ROOF. REPEAT PROCEDURE FOR OPPOSING SIDE OF ROOF. WHEN COMPLETED THERE WILL BE TWO LAYERS OF UNDERLAYMENT OVERLAPPING THE HIP. ND WINDOW INSTALLATION (METHOD A-1) ASTM E 2112-01 WEATHER RESTIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. OSEAL THE WINDOW FRAME TO OJAMB FLASHING OPENING. APPLY A %" NOM. APPLY CONT. SEAL TO THE MOUNTING DIA. TO THE BACKSIDE FLANGES AT THE TOP (HEAD) AND (INTERIOR) OF THE WINDOW SIDES (JAMBS) OF WINDOW. EXTEND S FLANGE, IN LINE WITH ANY SEALANT AT JAMBS 8 )¢- ABOVE PRE—PUNCHED HOLES OR SLOTS. THE R.O. FLASHING INTO SEALANT AND FASTELAVER PIN LACE. N F ASHING GOES ^ / /_ SECURE WRB AT HEAD FLASHING AT HEAD EXTENDS 1" BEYOND yti O® JAMB FLASHING. b HEAD FLASHING \ _EMBED BOTTOM OF THE HEAD FLASHING AGAINST THE PREVIOUSLY APPLIED SEALANT (FLASHING GOES SEALANT 5 OVER SEALANT). EXTEND HEAD FLASHING BEYOND EACH JAMB FLASHING. FASTEN IN PLACE. O IN WATER SHEDDING FASHION, STARTING AT THE BASE OF THE WALL & WORKING TOWARDS THE TOP, INSTALL THE WRB TO THE FACE OF THE SHEATHING. O APPLY SILL FLASHING O APPLY BEAD OF SEALANT AT BACK OF WINDOW FLANGE & SET WINDOW USING PAN HEAD SCREWS TO - FACILITATE INSPECTION. ® APPLY BEAD OF SEALANT AT SIDE JAMBS. EXTEND 8 }" O APPLY JAMB FLASHING ©APPLY BEAD OF SEALANT AT HEAD O APPLY HEAD FLASHING ®REMOVE PREVIOUSLY APPLIED TAPE, ALLOWING WRB TO LAY FLAT OVER HEAD FLASHING. APPLY NEW SHEATHING TAPE OVER DIAGONAL CUT — SEE DIAGRAM. NOTE: STEPS 4 AND 6 ARE NOT REQUIRED WHEN USING SELF—ADHERING TYPE FLASHING U JAMB FLASHING A WITH "Z -FLASHING" AND BLOCKED WITH SOLID WOOD 8.31.18 ORIGINAL EXTEND JAMB FLASHING 9.26.18 REV. o CL TO OVERLAP SILL LAP SIDING SHALL BE LAPPED A MINIMUM OF 1 FLASHING. EXTEND o O A JAMB FLASHING 8 Ys" ABOVE ROUGH "� LAP SIDING COURSES MAY BE INSTALLED WITH THE SECTION A OPENING AT HEAD. TUCK TOP OF i SEALANT rSILLFLASII ACCORDING TO APPROVED MANUFACTURER'S THROUGH WINDOW JAMB JAMB FLASHINGUNDER THE FLAP'OF a O WRB AT THE HEAD.SEE DIAGRAM O SEALANT BEAD BEHIND MOUNTING SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, FLANGE. Q) PLUMB, AND LEVEL CONDITION. USE CORROSION Jq 8 RESISTANT FASTENERS. FASTEN WINDOWS PER U OO WINDOW MANUFACTURER SPECIFICATIONS. i LL c ;S�s� 1 WEATHER RESISTANT l�— an I BARRIER (WRB) ATA 45 DEGREE ANGLE, CAREFULLY CUT THE (~� WRB FLASHING �\ BARRIER ON A DIAGONAL. GENTLY RAISE THE z TOP EDGE OF THE BARRIER UP AND TAPE THE V SEALANT BEAD BETWEEN TOP CORNERS AND CENTER TO THE EXTERIOR m FLASHING AND MOUNTING WRB SURFACE ABOVE. V1 FLANGE. 1L INTERIOR VIEW O Do �< I� Q Q TOP LEFT CORNER OF WINDOW Oa NOTE: ALL FLASHING WILL BE SELF ADHEARING AND ROLLED SMOOTH & FLAT WITH A J -ROLLER. WINDOW FLASHING "METH 0 D A-199 SCALE: N.T.S. r> 101-01, w z CRICKET AS REQ'D. CHIMNEY HEIGHT REQUIREMENTS CHIMNEYS SHALL EXTEND AT LEAST 2 FEET HIGHER THAN ANY PORTION OF A BUILDING WITHIN 10 FEET, BUT SHALL NOT BE LESS THAN 3 FEET ABOVE THE HIGHEST POINT WHERE THE CHIMNEY PASSES THROUGH THE ROOF. SCALE: N.T.S. I CHIMNEY FRAMING &FLASHING O5 CRICKETS AND SADDLES FLASHING: A CRICKET OR SADDLE SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY CHIMNEY GREATER THAN 30" WIDE. CRICKET OR SADDLE COVERINGS SHALL BE SHEET METAL OR OF THE SAME MATERIAL AS THE ROOF COVERING. THE RIDGE AND VALLEY FLASHING OF CRICKETS OR SADDLES SHALL BE THE SAME AS THE RIDGE AND VALLEY FLASHING ON THE MAIN ROOF. 5 X 5 ANGLE FLASHING (D26 GA. GALVANIZED (NOT TO SCALE) WIND SCREEN PER SPEC. METAL SPARK ARRESTOR EXTERIOR FINI` PER PLAN 5/16" HARDI f W/ 8d. NAILS O.C. OVER HO' WRAP (WRB) OR 3 COAT STUC( SYSTEM OVER APA RATED SHEATHING W, NAILS 6"/12" OVER HOUSE WRAP (WRB) CHIMNEY FLUE 2X4 #2 SPF 3 PLY CORNERS & 16" O.C. 5X5 FLASHING - UNDER HOUSE WRAP (WRB) BASE AND COUNTER FLASHING: O BASE AND COUNTER FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR A CONTINUOUS METAL "L" FLASHING SHALL BE SET IN APPROVED FLASHING CEMENT AND SET FLUSH TO BASE OF WALL AND OVER THE UNDERLAYMENT, BOTH HORIZONTAL AND VERTICAL METAL FLANGES SHALL BE FASTENED 6" ON CENTER WITH APPROVED FASTENERS. ALL LAPS SHALL BE A MINIMUM OF 4" FULLY SEALED IN APPROVED FLASHING CEMENT. FLASHING SHALL START AT THE LOWER PORTION OF ROOF TO ENSURE WATER-SHEADING CAPABILITIES OF ALL METAL LAPS. THE ENTIRE EDGE OF THE HORIZONTAL FLANGE SHALL BE SEALED COVERING ALL NAIL PENETRATIONS WITH APPROVED FLASHING CEMENT AND MEMBRANE. SHINGLES SHALL OVERLAP THE HORIZONTAL FLANGE AND SHALL BE SET IN APPROVED FLASHING CEMENT. BASE FIASHING SHALL BE OF EITHER CORRISION-RESISTANT METAL PROVIDED IN SECTION R905.2.H,l OR MINERAL SURFACE ROOL ROOFING WEIGHIN(, A MINIMUM OF 77 POUNDS PER 100 SQUARE FEET. COUNTER FLASHING SHALL BE CORROSION -RESISTANT METAL WITH A MINIMUM THICKNESS PROVIDED IN TABLE 903.1. (2) #8X1" SCREWS EACH SIDE OF EACH CORNER (16 TOTAL) 2X4 PINE W/ ALUM WRAP 2X4 #2 SPF 3 PLY CORNERS & 16" O.C. 2X6 #2 SPF 2X4 #2 SPF VALLEY FLASHING 5X5 FLASHING UNDER HOUSE WRAP (WRB) CHIMNEY & CRICKET \MSTA18 W/14 10d. NAILS EACH CORNER TO BLOCKING (2) 2X SYP BLOCKING W/4 .131X3" NAILS EACH END SCALE: N.T.S. "Z" FLASHING (D 29 GA. GALVANIZED (NOT TO SCALE) 07 FIBER CEMENT SIDING FLASHING: PANEL SIDING: PANELS SHALL BE INSTALLED WITH THE LONG DIMENSION PARALLEL TO FRAMING. VERTICAL JOINTS SHALL OCCUR OVER FRAMING MEMBERS AND SHALL BE SEALED WITH CAULKING OR COVERED WITH m revisions WITH "Z -FLASHING" AND BLOCKED WITH SOLID WOOD 8.31.18 ORIGINAL :i 9.26.18 REV. o CL HORIZONTAL LAP SIDING: LAP SIDING SHALL BE LAPPED A MINIMUM OF 1 1/4" AND SHALL HAVE THE ENDS SEALED WITH o O A COVER, OR LOCATED OVER A STRIP OF FLASHING. 0 ; WITH "Z -FLASHING" AND BLOCKED WITH SOLID WOOD o FRAMING. 0 c CL HORIZONTAL LAP SIDING: LAP SIDING SHALL BE LAPPED A MINIMUM OF 1 1/4" AND SHALL HAVE THE ENDS SEALED WITH o CAULKING, COVERED WITH AN H -SECTION JOINT A COVER, OR LOCATED OVER A STRIP OF FLASHING. LAP SIDING COURSES MAY BE INSTALLED WITH THE CL ACCORDING TO APPROVED MANUFACTURER'S INSTALLATION INSTRUCTIONS. a O V\ Q) N Jq N U LL c ;S�s� (~� c _ z s V QO m v V1 z 1L O Do �< I� Q Q Oa v I P'001 all v O v 0 0 v c v �5 c v 0 ; WITH "Z -FLASHING" AND BLOCKED WITH SOLID WOOD o FRAMING. 0 c HORIZONTAL LAP SIDING: LAP SIDING SHALL BE LAPPED A MINIMUM OF 1 1/4" AND SHALL HAVE THE ENDS SEALED WITH o CAULKING, COVERED WITH AN H -SECTION JOINT A COVER, OR LOCATED OVER A STRIP OF FLASHING. LAP SIDING COURSES MAY BE INSTALLED WITH THE CL ACCORDING TO APPROVED MANUFACTURER'S INSTALLATION INSTRUCTIONS. a O LL c (~� D� _ z LIJ V U m z Do �< I� Q Q Oa v I P'001 v O c 0 V 0 BATTENS. HORIZONTAL JOINTS SHALL BE FLASHED ; WITH "Z -FLASHING" AND BLOCKED WITH SOLID WOOD o FRAMING. HORIZONTAL LAP SIDING: LAP SIDING SHALL BE LAPPED A MINIMUM OF 1 1/4" AND SHALL HAVE THE ENDS SEALED WITH o CAULKING, COVERED WITH AN H -SECTION JOINT $ COVER, OR LOCATED OVER A STRIP OF FLASHING. LAP SIDING COURSES MAY BE INSTALLED WITH THE FASTENER HEADS EXPOSED OR CONCEALED, ACCORDING TO APPROVED MANUFACTURER'S INSTALLATION INSTRUCTIONS. 0 E drawn by J.M.B. date SEPTEMBER 26, 2018 REV. job no. 18-128 Sheet no. Fl NOTES: 11 ALL 120 VOLT, SINGLE PHASE, 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNITS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED COMBINATION TYPE ARC—FAULT CIRCUIT INTERRUPTER (AFCI) INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. L ALL 125 VOLT, SINGLE PHASE, 15 AND 20 AMPERE RECEPTACLES INSTALLED IN BATHROOMS, GARAGES, BOATHOUSES, AND GRADE—LEVEL PORTIONS OF UNFINISHED ACCESSORY BUILDINGS USED FOR STORAGE OR WORK AREAS, OUTDOOR RECEPTACLES (MIN. ONE AT FRONT AND BACK OF DWELLING, AND ONE LOCATED AT CONDENSER UNIT), AT OR BELOW GRADE CRAWL SPACES, UNFINISHED BASEMENTS, KITCHEN COUNTERTOP SURFACES, OUTLETS WITHIN 6 FEET OF LAUNDRY, UTILITY, OR WET BAR SINKS, BALCONY, DECK, OR PORCH (GREATER THAN 20 SQUARE FEET), SHALL HAVE GROUND—FAULT CIRCUIT INTERRUPTER (GFCI) PROTECTION FOR PERSONNEL. L ALL ELECTRICAL WIRING TO BE IN ACCORDANCE WITH ARTICLE 200 OF NEPA 70A 4� ELECTRICAL INSTALLATION TO MEET THE REQUIREMENTS OF CURRENT NEC. 100% OF INTERIOR AND EXTERIOR PERMANENT LIGHT FIXTURES USE CFL/LED LAMPS. 61 ALL RECESSED LIGHTS TO BE LED. EXCEPTION: LOW VOLTAGE LIGHTING SHAL NOT BE REQUIRED TO UTILIZE HIGH—EFFICIENCY LAMPS. R404.1.1 LIGHTING EQUIPMENT (MANDATORY). FUEL GAS LIGHTING SYSTEMS SHALL NOT HAVE CONTINUOUSLY BURNING PILOT LIGHTS. ALL SMOKE DETECTORS ARE TO BE HARD WIRED AND INTERCONNECTED. ELECTRICAL LEGEND Disconnect Switch Ceiling Mounted Light PC Pull Chain Light Smoke Detector Recessed Light Smoke/Carbon Monoxide Wall Mounted Light Detector Wall Wash Recessed Duplex Receptacle � 220 V Receptacle =J) 1/2 hot, 1/2 switched P Water Proof Receptacle da Floor Receptacle Pre—Wire for Clg. Fan =(DGFI Ground Fault Interrupt $ Wall Switch $3 3—Way Switch $p Dimmer Switch N Telephone Jack H Cable Jack ® Pre—Wire Garage Door Opener �-- = = =� Fluorescent Light ® Electrical Panel U-01 Chime FE Door Bell/Garage Door Switch L= Disconnect Switch Electrical Meter S. D. Smoke Detector ®CO Smoke/Carbon Monoxide S. D. Detector Ceiling Fan Wail Sconce O Chandelier a IC Intercom Spot Light Flush Mount Fluorescent Light Fan/Light Combination Garbage Disposal Motor Q Speaker d0 Junction Box Track Lighting Theatrical Strip NOTES: 1. Owner to verify exact location of floor outlets in field. 2. Location of fixtures and/or outlets are suggested locations and meet most local code requirements Additions or adjustments may be made between Owner and Builder in the field. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. Contractors shall verify and be responsible for dimensions and conditions of the job. Electrical Fixture Layout Scale: 1/4"=1'-0" IW-11 iI S TAI a b V. I� 0 C b JL 0 V s Li J o U Q Q z w M U U LTJ z 00 Q I— I� Q drawn by J.M.B. date SEPTEMBER 26, 2018 REV. job no. 18-128 �A I Sheet no. :T7t C E I 0 3 K6 DESIGN CRITERIA AND LOADS Building Code Florida Building and Residential Codes, 6th Edition (2017) Code for Design Loads +18.24 -24.42 ANSI/ASCE 7-10 +17.36 -22.67 ROOF LOADING' ............................................... Cd = 1.25 TOP CHORD LIVE LOAD .................................. 20 PSF TOP CHORD DEAD LOAD................................7 PSF BOTTOM CHORD LIVE LOAD SE E FRAMING PLAN ATTICS WITH LIMITED STORAGE ............... 20 PSF (PER FRC) ATTICS WITHOUT STORAGE ....................... 10 PSF 2x4 N0.2 SPF (NON -CONCURRENT) BOTTOM CHORD DEAD LOAD........................5 PSF WIND LOADING ................................................. Cd = 1.60 ASCE 7_10,3SGUST.......................................130 MPH BASIC WIND SPEED W/ 8d COMMON: 6" O.C. EDGES AND FIELD (UNBLOCKED HORIZONTAL PANEL EDGES); EXPOSURE CATEGORY .................................. B BUILDING CATEGORY ..................................... II ENCLOSURE CLASSIFICATION ..................... ENCLOSED INTERNAL PRESSURE COEFF........................ 0.18 C&C DESIGN PRESSURES .............................. (SEE TABLE 1) FLOOR LOADING..............................................Cd = 1.00 TOP CHORD LIVE LOAD..................................40 PSF TOP CHORD DEAD LOAD................................10 PSF BOTTOM CHORD LIVE LOAD .......................... 0 PSF BOTTOM CHORD DEAD LOAD........................5 PSF SPECIAL FLOOR (GAME ROOM) LOADING .... Cd = 1.00 TOP CHORD LIVE LOAD..................................60 PSF TOP CHORD DEAD LOAD................................1C PSF BOTTOM CHORD LIVE LOAD ...........................0 PSF BOTTOM CHORD DEAD LOAD ........................ 5 PSF MAXIMUM FLOOR TRUSS SPACING...............16" O.C. DEFLECTION CRITERIA 16 16 16 16 16 ROOF TRUSSES .............................................. LL / 240 O.C. AT PANEL EDGES, 6" O.C. IN THE FIELD (UNBLOCKED HORIZONTAL PANEL EDGES), TL/180 12" O.C. IN FIELD (BLOCKED HORIZONTAL PANEL EDGES). TL MAX 1" UP TO 16 16 16 16 16 40' SPAN OPEN WEB FLOOR TRUSSES/BEAMS.......... LL/360 16 TL/240 STUDS WET EMBED IN TL MAX 3/4" WOOD I JOISTS ............................................... LL/480 16 16 TL/240 2x6 NO.2 SPF TL MAX Y2" - NOTES: 1. CONCURRENTLY LOADED LIVE LOAD MAY BE REDUCED PER FBC 1605.3.1.1. TABLE 1: COMPONENT AND CLADDING DESIGN PRESSURES WINDOWS AND DOORS EFFECTIVE ZONE DESIGNATION WIND AREA IZ - Interior Zone (psf) EZ - End Zone (psf) 0-20 ft2 +18.24 -19.79 +18.24 -24.42 21 - 50 fe +17.36 -18.91 +17.36 -22.67 51 - 100 ft2 +16.31 -17.86 +16.31 -20.56 101 - 200 ft2 +15.50 -17.05 +15.50 -18.94 11 VINYL SOFFIT MAX PRESSURE (psf) +17.4 -23.2 GARAGE DOOR PRESSURE SE E FRAMING PLAN END ZONE KEY MAP END ZONE: END ZONES SHALL BE TAKEN AS THE 1 ST 4.0' PER IRC FIGURE R301.2 (7) ........ . . .. L� 4.0 FT 1 ST FLOOR (TYP) END ZONE DESIGNATION TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENT NOTES 3, 4 FLEXIBLE FINISH -U120 BEARING CONDITION WALL HEIGHT MIN 5/32 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR C/16" 24/16 & STUD TYPE STUCCO AND DIRECTLY INSTALLED HORIZONTALLY) W/ 8d COMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE O z ADHERED STONE FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES. 9 = � (NOTE 6) 16* 12 -- 0.148" 2x4 N0.2 SPF X W 16 16 Lu Q E16 MIN �/6 " 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL U _j ALL OTHER VENEER W/ 8d COMMON: 6" O.C. EDGES AND FIELD (UNBLOCKED HORIZONTAL PANEL EDGES); r (NOTE 8) 6" O.C. AT PANEL EDGES, 12" O.C. IN FIELD (BLOCKED HORIZONTAL PANEL EDGES) O2x6 SPF STUD 16 16 16 16 16 16 16 MIN 15/x2' 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION 16 1 I (26) 0.162" x 2 " N TILE ROOF PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 4" O.C. AT PANEL EDGES AN w z - (NOTE 7) 8" O.C. IN THE FIELD MIN Y16" 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION H w 2x4 SPF STUD O w 0 SHINGLE AND METAL ROOF PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 6" O.C. AT PANEL EDGES, 12". � ? (NOTE 9) O.C. IN THE FIELD. FLOOR D�5) 2%32" T&G OSB OR PLYWOOD W/ 10d COMMON: 6" O.0 AT PANEL EDGES, 12" O.C. IN THE (FIELD. 16 12 12 MIN 3/8' OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/ 8d PORCH CEILINGBOARD SHEATHING: COMMON: 3" O.C. AT PANEL EDGES, 12" O.C. IN THE FIELD. 16 16 16 16 16 MIN 1/6" OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL W/ 8d COMMON: 3" "SW' DESIGNATED SHEAR WALLS: O.C. AT PANEL EDGES, 6" O.C. IN THE FIELD (UNBLOCKED HORIZONTAL PANEL EDGES), (NOTE 8) 12" O.C. IN FIELD (BLOCKED HORIZONTAL PANEL EDGES). NOTES: 1. FOR SHEATHING THICKNESS GREATER THAN 15/2" CATEGORY (32/16 SPAN RATING), USE 10d RING SHANK NAILS IN LIEU OF 8d 1NG SHANK NAILS. (0.148" x 3" LONG). 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/ 8d GALVANIZED BOX NAILS. 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. 4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS 0 I CURRENT APPROVED APA.MANF. SPECIFICATIONS. 5. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAPHRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO HELFI REDUCE SQUEAKING, 8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED. 6. 15/32" 32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD.. SHOULD BUILDER SPECIFICATIONS ALLO , MIN STRUCTURAL REQUIREMENTS ARE 7/6" 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VEN ER WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS. 7 15/32' PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, 15/32' APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF. 8. WOOD STRUCTURAL PANEL MAYBE INSTALLED VERTICALLY OR HORIZONTALLY W/ UNBLOCKED HORIZONTAL PANEL EDGES. WOOD BLOCKING IS REQUIRED FOR SHEARWALLS LESS THAN 5' IN LENGTH. 9. MINIMUM STRUCTURAL ROOF SHEATHING REQUIREMENTS FOR METAL ROOF CLADDING IS SAME AS SHINGLE ROOF. SHOULD ROOF MANUFACTURER'S INSTALLATION DRAWINGS REQUIRE SPECIFIC ROOF SHEATHING EXCEEDING THE STRUCTURAL MINIMUM, CONTRACTOR SHALL PROVIDE ROOF SHEATHING IN ACCORDANCE WITH ROOFING SPECIFICATIONS. TABLE 3: MAXIMUM EXTERIOR WALL STUD SPACING (IN O.C.) VOTES 1 2 3 STUCCO FINISH -U360 FLEXIBLE FINISH -U120 BEARING CONDITION WALL HEIGHT WALL HEIGHT & STUD TYPE 3 FT 9 FT 10 FT 11 FT 12 FT 8 FT 9 FT 10 FT 11 FT 12 FT 10d x 1 %z" 2x4 SPF STUD 16 16 12 - -- 16 16 16* 12 -- 0.148" 2x4 N0.2 SPF 16 16 16* _ __ 16 16 16 16 E16 Z OJ_ (2)2x4 NO.2 SPF 16 16 16 16 16 16 16 16 16 O2x6 SPF STUD 16 16 16 16 16 16 16 16 16 16 1 I (26) 0.162" x 2 " N 2x6 NO.2 SPF 16 16 16 16 16 16 16 16 16 16 HTT5 2x4 SPF STUD 16 12 -- - -- 16 12 -- -- -- 0 2x4 NO.2 SPF 16 16 16* -- 16 16 12 12 -- O (2)2x4 NO.2 SPF 16 16 16 16 16 16 16 16 16 16 L- O O U_ 2x6 SPF STUD 16 16 16 16 16 6 16 16 16 16 STHD14 STUDS WET EMBED IN 16 16 16 16 16 6 ffl 16 16 16 16 2x6 NO.2 SPF NOTES: 1. STUD SPACINGS ABOVE ARE THE MAXIMUM REQUIRED ACCORDING TO STUD HEIGHT AND TYPE, UNLESS NOTED OTHERWISE N PLAN. 2. IF STUD SPACING IS NOT LISTED, STUD SIZE AND GRADE IS NOT APPLICABLE AT THAT WALL HEIGHT. 3. (') STUD SPACING IN TABLE DESIGNATED WITH ASTERISK REQUIRES ALL NON -CORNER STUDS LOCATED IN WALL END ZONES TIp BE DOUBLED, FASTEN STUDS PER FRAMING NOTE #5, SEE END ZONE KEYMAP LOCATOR BELOW TABLE 1 FOR 4' END ZONE LOCATIONS. 4. ALL NON-BEARING WALLS MAYBE FRAMED W/ 2x_ STUDS AT MAX 24" O.C. TABLE 4: NAIL SIZE LEGEND TABLE 5: FASTENERS IN NOTES 1 2 3 4 PRESSURE TREATED LUMBER PRESERVATIVE DIAMETER LENGTH 8d COMMON 0.131" 2-Y2 8d RINGSHANK 0.113" 2-3/8" 10d x 1 %z" 0.148" 1-1/2" 10d 0.131" 3" 10d COMMON 0.148" 3" 12d COMMON 0.148" 3%4" 16d SINKER 0.148" 3%4" 16d COMMON 0.162" 3%2" PRESERVATIVE FASTENER TYPE ACZA STANDARD CARBON STEEL ABU66 STAINLESS CONNECTORS AND SODIUM BORATE (NOTE 1) FASTENERS REQUIRED. 1,2,3 CONNECTORS MUST HAVE 1,2, DTB-TZ Z -MAX, G120 OR TRIPLE ZINC ALL OTHER PT COATED FINISH.ALL (INCLUDING ACQ & MCQ) FASTENERS MUST BE HOT HU410, DIPPED GALVANIZED. NOTES: 1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES: 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS 1, SILL PLATES W/ SODIUM BORATE TREATMENTS BEARING 0 q SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN BEFORE APPLICATION OF PROTECTIVE COATING. TO BE NON -CORROSIVE TO CARBON STEEL FASTENERS. 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF A WOOD DUE TO FASTENER PENETRATION, THE BORED HOLE SHALL NOT EXCEED 75% OF THE NAIL OR SPIKE DIAMETER. 4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. CONCRETE AND FOUNDATION NOTES 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 2,500 PSI AT 28 DAYS (UNO). TABLE 7: METAL CONNECTOR SCHEDULE USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE SIMPSON SIMPSON FASTENERS USP USP FASTENERS ABU66 (8) Y4" x 1 Y2" SDS SCREWS SW2 (8) Ya" x %" WS15-GC 1,2,3 IN STUD Y2" 0 x 4 Y2" 1,2, DTB-TZ WOOD SCREWS IN STUD DTT2Z EMBED EPDXY OR HUC28-2 2„ 0 x 4Y2" EMBED EPDXY HU410, SCREW ANCHOR HUC410, OR SCREW ANCHOR HU210-2, (18) 0.162" x 2 Y2' IN HUC210-2 (18) 0.162" x 2 Y2" IN 1,2,3 STUD/BEAM/TRUSS 1,2,3 HTT45 STUD/BEAM/TRUSS HTT4 5/a' 0 x 6" EMBED ANCHOR MSTA24 5/a" 0 x 6" EMBED ANCHOR O IN CONCRETE ST -4 ...................... IN CONCRETE HEADER FRAMING KEYNOTE CALLOUT 1 I (26) 0.162" x 2 " N QIFUI0 waW�� F Z d O w a Z L, 1 O Q❑ w m 0 J (26 ) 0.162" x 2 Y2' IN 1,2,3 STUD/BEAM/TRUSS H�4�2,3 STUD/BEAM/TRUSS HTT5 6/8 0 x 6" EMBED ANCHOR N /$ 0 EMBEDANCHOR ST-5.......................TYPICAL IN CONCRETE HTW20 INC HTS20 (20) Y4" x 3" SDS SCREWS ENGINEERED LUMBER HEADER FRAMING KEYNOTE CALLOUT (24) 3" WS IN STUD SECTIONS AND DETAILS IN STUD GROUP PHDB GROUP HDQ8-SDS3 8„ 0 x 12" EMBED ANCHOR ST -7 ...................... $ 0 x 12" EMBED ANCHOR H2.5T/ IN CONCRETE RT7/ IN CONCRETE HA8 (38) 16d SINKERS INTO RT7AT (38) 16dSINKERSINTO STHD14 STUDS WET EMBED IN STAD14 TUDS WET EMBED IN LEGEND CONCRETE STAGGERED. 2. WSP HEADERS ARE WOOD STRUCTURAL PANEL HEADERS AND HAVE THE FOLLOWING REQUIREMENTS: CONCRETE H8 (10) 10d x 1 Y2" NAILS IN RT8A (10) 16d COMMON NAILS 2 LTT20B STUD Y2" 0 x6" EMBED EPDXY 2 LTS19 IN STUD Y2" 0 x6" EMBED EPDXY U OR SCREW ANCHOR • EITHER TOP OR BOTTOM PLY OF DBL TOP PLATE MUST SPAN CONTINUOUS OVER OPENING; SHEATHING OR SCREW ANCHOR (12) 16d COMMON NAILS ABU44 " 0 x 7" EMBED EPDXY TITEN HDI DIA. & EMBED SPECIFIED ON PLAN 1 I (12) 16d COMMON NAILS PAU44 %" 0 x 7" EMBED EPDXY (12) 16d COMMON NAILS USP " 0 x 7" EMBED EPDXY ABU66 (12" EMBED AT GARAGE SW2 DOOR RETURNS) HU48, (14) 16d COMMON IN HUC48, HEADER HU28-2, (6) 10d COMMON IN BEAM HUC28-2 EACH END OF HU410, (18) 16d COMMON IN HUC410, HEADER HU210-2, (10) 10d COMMON IN HUC210-2 BEAM • 1ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP (4)Y4" x 1 Y2' SDS SCREWS w j p 0 w w m N IN TRUSS/RAFTER HGA10KT (4) Y4" x 3" SDS SCREWS IN MSTA24 TOP PLATE TITEN HDI DIA. & EMBED SPECIFIED ON PLAN 1 I (12) 16d COMMON NAILS PAU44 %" 0 x 7" EMBED EPDXY WEDGE I DIA. & EMBED SPECIFIED BOLT-+ ON PLAN SIMPSON (12) 16d COMMON NAILS USP %" 0 x 7" EMBED EPDXY PAU661 (12" EMBED AT GARAGE SW2 DOOR RETURNS) HD48, (14) 16d COMMON IN HD481F, HEADER HD28-2, (6) 10d COMMON IN BEAM HD28-21F EACH END OF HD410, (18) 16d COMMON IN HD4101F, HEADER HD210-2, (10) 10d COMMON IN HD210-21F BEAM • 1ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP (4) Y4" x 112" WS15 SCREWS w j p 0 w w m N IN TRUSS/ RAFTER HGA10 (4) Y4" x 3" WS3 SCREWS IN MSTA24 TOP PLATE WEDGE I DIA. & EMBED SPECIFIED BOLT-+ ON PLAN SIMPSON SIMPSON USP USP FASTENERS DTT2Z FASTENERS SW2 HTT4 (2) MSTA36/CS18 (9) 10d COMMON HTT5 (9) 10d COMMON CS18 EACH END OF CS20 EACH END OF 6. STRAP TYPE OFSTRAP CONNECTING HEADER TO JACK STUD STRAP MTS12 (7) 10d x 1 Y2" MTW12 (7) 10d x 1 Y2" • 1ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP EACH END w j p 0 w w m N EACH END MSTA24 (9) 10d COMMON MSTA24 (9) 10d COMMON EACH END O EACH END ST -4 ...................... 2ND LEVEL STRUCTURAL FRAMING PLAN (IF APPLICABLE) HEADER FRAMING KEYNOTE CALLOUT (13) 10d COMMON QIFUI0 waW�� F Z d O w a Z L, 1 O Q❑ w m 0 J (13) 10d COMMON MSTA36 EACH END MSTA36 EACH END Cl Z z? 0 w F 0 0 Q w N� (11)10dx%"IN N (11)10dx%"IN ST-5.......................TYPICAL TRUSS/RAFTER HTW20 TRUSS/RAFTER HTS20 (11) 10d x %" IN ENGINEERED LUMBER HEADER FRAMING KEYNOTE CALLOUT (11) 10d x %" IN SECTIONS AND DETAILS STUD C) STUD M (5) 8d x %" IN ST -7 ...................... (5) 8d x1 Y2" IN H2.5T/ TRUSS RT7/ TRUSS HA8 (5) 8d x %" IN TOP RT7AT (5) 8d x 1 Y2" IN TOP HEADER FRAMING PLATE PLATE LEGEND (5) 10d x1 Y2" IN STAGGERED. 2. WSP HEADERS ARE WOOD STRUCTURAL PANEL HEADERS AND HAVE THE FOLLOWING REQUIREMENTS: (5) 10d x1 Y2" IN H8 TRUSS RT8A TRUSS "OR" SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL (5)10dx112"IN (5) 10d x 1 Y2" IN U TOP PLATE • EITHER TOP OR BOTTOM PLY OF DBL TOP PLATE MUST SPAN CONTINUOUS OVER OPENING; SHEATHING TOP PLATE �- (9) 10d x1 Y2" IN (8) 8d x1 Y2' IN TSP STUD (6) 10d x 1 Y2" IN LFTA6 STUD (8)8dx1Y2"IN PLATE SECTION SHEET) FROM TOP OF PLATE TO HEADER BELOW OR SILL PLATE ABOVE OPENING EACH EDGE. PLATE EOR (6) 10d COMMON : (6) 10d x 1 Y2" IN 4. FASTEN ALL HEADERS TO KING STUDS WITH (3)8d TOE NAILS. IN TOP PLATE TOP PLATE DSP (8) 10d COMMON RSPT6-2 (8) 10d x 1 Y2" a) IN STUD/HEADER OSB STUD/HEADER O (26) 16d SINKER IN FLOOR PLAN: (28) 16d SINKER IN o WALL FRAMING WOOD STRUCTURAL PANEL WALL FRAMING LGT3 (12) SDS Ya" x 2 2" LUGT3 (12) WS25 Y4" x 2 2" SYP IN TRUSS IN TRUSS SDWC14500, SD'WC15600 NO USP EQUIVALENT NOTES: 1. EPDXY ANCHOR EMBED FOR HOLD-DOWN CONNECTORS ANCHORED IN CMU TO BE 12 -INCHES. OPTIONAL SIMPSON Y2'x12" TITEN HD OR USP WEDGE BOLT+ IS AN ACCEPTABLE ALTERNATIVE ANCHOR INTO TOP OF MASONRY STEMWALL IN ALL CASES EXCEPT GARAGE RETURN HOLDDOWNS. 2. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS. 3. PRODUCTS SELECTED USING SIMPSON 2017-2018 CATALOG AND USP PRODUCT CATALOG 57TH EDITION. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED ALTERNATES. REFER TO RESPECTIVE CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 4. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT EOR FOR SPECIFIC FASTENING REQUIREMENTS. 5. POSITIVE PLACEMENT GUN NAILS, 2 Y2" LONG, WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST BASE ANCHORS, CS18, AND MSTA FLAT STRAPS. TABLE 8: SPECIFIED SW WALLS IVV ILV , END STUD GROUPS SW TYPE NUMBER OF STUDS SW1, SW2, SW3 2 SW4 1 3 1. KING/JACK STUDS MAY BE INCLUDED FOR STUD GROUP REQUIREMENT. END STUD ADJACENT TO HOLD DOWN MAY BE SUBSTITUTED W/ MIN 36" BLOCK W/ (20) 10d TO END STUD FNn .qTuns CONNECTION (NOTES 5, 6, 7) SW TYPE 1 ST LEVEL HOLD DOWN 2ND LEVEL STRAPPING SW1 DTT2Z MSTA36/CS18 SW2 HTT4 (2) MSTA36/CS18 SW3 HTT5 (3) MSTA36/CS18 SW4 HDQ8 (4) MSTA36/CS18 BOTTOM PLATE ANCHOR SPACING (NOTE 71 SW TYPE MAX ANCHOR SPACING SW1 48" O.C. SW2, SW3, SW4 1 24" O.C. SHEET INDEX CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 28 DAYS (UNO). STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO). C!� 2 STUDS U)w ST -1 ...................... STRUCTURAL SPECIFICATIONS 2 ANCHOR W 0Y BUILDING'S MAIN WIND FORCE RESISTING SYSTEM. ADDITIONAL WALL SEGMENT IS IDENTIFIED AS SW1, SW2, SW3, SW4, OR SWB ON THE PLAN. TO BE FASTENED TO FRAMING PER TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS. HEADER STRAPPING KEYNOTE CALLOUT ST -2 ...................... FOUNDATION PLAN 2. ALL SW SHEAR WALL SHEATHING 3. SW SHEAR WALLS INDICATED ON PLAN WITH WINDOW AND DOOR OPENINGS WITHIN THE SHEARWALL REQUIRE STUD GROUP AND HOLD DOWNS ONLY AT PLAN. 6. CERTIFICATION MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN TYPE OFSTRAP CONNECTING HEADER TO JACK STUD EXTREME END OF DESIGNATED WALL OR PORTION THEREOF AS NOTED ON STRUCTURAL 4. SWB - SEE "SWB-SPECIAL SHEAR WALL DETAIL", LOCATED ON THE DETAIL SHEET. ST-3......................1ST LEVEL STRUCTURAL FRAMING PLAN S. NTRACTOR'S 5. 2ND LEVEL "SW" SHEAR WALLS - END STUDS OF SW WALL TO BE ANCHORED PER ONE OF THE FOLLOWING: END STUDS TO BE CONTINOUSLY SUPPORTED THROUGH FLOOR SYSTEM TO SLAB. • 1ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. w j p 0 w w m N ST-3A....................1ST LEVEL ROOF FRAMING PLAN RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVEI�I TION OF • 2ND LEVEL DOWN. "SW" SHEARWALLS WITH A COMMON CORNER REQUIRE (1) HOLDDOWN, WHICH IS TO BE LARGEST OF THE TWO HOEDOWNS SPECIFIED, UNO. O LAPPED 6" AND SEALED OVER CLEAN, SUBTERRANEAN TERMITES.�R ST -4 ...................... 2ND LEVEL STRUCTURAL FRAMING PLAN (IF APPLICABLE) HEADER FRAMING KEYNOTE CALLOUT Z QIFUI0 waW�� F Z d O w a Z L, 1 O Q❑ w m 0 J (2) 2x10 - 1 / 2 NUMBER OF KING STUDS EACH SIDE OF OPENING m ST-4A....................2ND LEVEL ROOF FRAMING PLAN (IF APPLICABLE) W Cl Z z? 0 w F 0 0 Q w N� SIZE OF HEADER (ALL HEADERS TO BE NO.2 SYP) OR WSP N w w z - X 2 w n 13 w Z ST-5.......................TYPICAL WALL SECTION SHEET ZWQWa�ZOJ�zmFwZ ZI}.ZQ ZIL Ll L9 w L90 w NUMBER OF PLIES tN HEADER Z Z (V ENGINEERED LUMBER HEADER FRAMING KEYNOTE CALLOUT ST -6 ...................... SECTIONS AND DETAILS (2) 9 1/2" LSL-1/2 NUMBER OF KING STUDS EACH SIDE OF OPENING C) IQZ>zIQ[7w�-pFQt` I Z 1= I- Y ❑ Z w 0 w F m Z U Q- U� 0 I w 0 Z Q M 0 ST -7 ...................... SECTIONS AND DETAILS (IF APPLICABLE) LL DEPTH OF HEADER Z SHEET NO.: NUMBER OF PLIES IN HEADER (1 3/4" WIDE UNO) 0 O HEADER FRAMING 1. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH OTHER WITH (2) ROWS 10d @ 8" U.C. LEGEND STRUCTURAL STAGGERED. 2. WSP HEADERS ARE WOOD STRUCTURAL PANEL HEADERS AND HAVE THE FOLLOWING REQUIREMENTS: CL SPECIFICATIONS • SHEATHING TO MATCH SPECIFICATION FOR EXTERIOR WALLS, SEE TABLE 2. 0 OR "OR" SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL � COMMON @ 3" O.C. U AT009311 • EITHER TOP OR BOTTOM PLY OF DBL TOP PLATE MUST SPAN CONTINUOUS OVER OPENING; SHEATHING ALTERNATIVE FOR THE APPLICATION SHOWN �- MUST BE EDGE NAILED TO CONTINUOUS PLY OF PLATE (10 • NO.2 SPF HEADER SILL INSTALLED ABOVE OPENING W/ (1) CRIPPLE STUD AT EACH END WALL UNO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL O 00 SECTION SHEET) FROM TOP OF PLATE TO HEADER BELOW OR SILL PLATE ABOVE OPENING EACH EDGE. LL EOR ENGINEER OF RECORD : 4. FASTEN ALL HEADERS TO KING STUDS WITH (3)8d TOE NAILS. m EW EACH WAY C:) 6. UNO ON PLAN, MIN (1) SDWC15600 TOP PLT TO KING STUD AND (1) SDWC15450 KING STUD TO BOTTOM PLATE Z a) CONNECTION REQUIRED EACH SIDE OF OPENING (NO CONNECTION REQUIRED FOR OPENINGS AT FIRST OSB ORIENTED STRAND BOARD O Ur FLOOR PLAN: OPENINGS 39" OR LESS, AT WSP HEADERS, OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR o WSP WOOD STRUCTURAL PANEL ' r DESIGNED: • SPH w/ (12) 10d x 1-Y2" @ 16" O.C. OR .� J H/J M L SYP SOUTHERN YELLOW PINE TABLE 9: PLANK -ORIENTED HEADER REQUIREMENTS w E_ SPF SPRUCE -PINE -FUR N CONT CONTINUOUS N M N O.C. ON CENTER 0 1 LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/4" WIDE, UNO. 0 (3 1/2" WIDE L3L BEAMS ARE EQUIVALENT TO 2 -PLY 1 3/4" BEAM) LL CU LVL 2.0E MICROLLAM LVL ENGINEERED LUMBER, 1 3/4" WIDE PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER, 3 1/2" WIDE, UNO. J SYS 42 PROPERLY RATED OPEN WEB HEADER Z INTERIOR ROOF LOAD BEARING WALL, SPECIFICATIONS OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS 0 INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM y_0 U +-0 BOTTOM PLATE ANCHORAGE IS Y2" ANCHOR @ 8'-0" O.C. (UNO ON FRAMING PLAN OR SW Q SPECIFICATIONS) O O STRUCTURAL WOOD BEAM O N W A FOUNDATION KEYNOTE CALLOUT W Q STUD COLUMN KEYNOTE CALLOUT 0 �_ Ln NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. J NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDS E UNO m w w CV 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 28 DAYS (UNO). STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO). 2 2 STUDS U)w BE IN LENGTH. NOTES: 1. THE EXTERIOR WALLS ARE FULLY SHEATHED WITH OSB OR PLYWOOD. ALL TYPICAL EXTERIOR WALLS ARE SHEAR WALLS AND ARE PART OF THE FRAMING AND HOLD-DOWNS ARE REQUIRED ONLY AS NOTED ON THE PLAN OR IF 2 ANCHOR W 0Y 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 28 DAYS (UNO). STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO). COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM. 3. 4. ALL REINFORCING ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24" LAP. 24" LONG #4 BAR IS RECOMMENDED TC� INSTALLED R ALL REENTRANT CORNERS. INCHE� BE IN LENGTH. NOTES: 1. THE EXTERIOR WALLS ARE FULLY SHEATHED WITH OSB OR PLYWOOD. ALL TYPICAL EXTERIOR WALLS ARE SHEAR WALLS AND ARE PART OF THE FRAMING AND HOLD-DOWNS ARE REQUIRED ONLY AS NOTED ON THE PLAN OR IF 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE 1/2 INCH TO 2 DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S OR SUPPLIER SHALL PROVIDE W 0Y BUILDING'S MAIN WIND FORCE RESISTING SYSTEM. ADDITIONAL WALL SEGMENT IS IDENTIFIED AS SW1, SW2, SW3, SW4, OR SWB ON THE PLAN. TO BE FASTENED TO FRAMING PER TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS. HEADER STRAPPING KEYNOTE CALLOUT RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OF COMPLIANCE WHEN REQUESTED BY THE BUILDING OFFICIAL. X 0 Z 2 0 2. ALL SW SHEAR WALL SHEATHING 3. SW SHEAR WALLS INDICATED ON PLAN WITH WINDOW AND DOOR OPENINGS WITHIN THE SHEARWALL REQUIRE STUD GROUP AND HOLD DOWNS ONLY AT PLAN. 6. CERTIFICATION MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN TYPE OFSTRAP CONNECTING HEADER TO JACK STUD EXTREME END OF DESIGNATED WALL OR PORTION THEREOF AS NOTED ON STRUCTURAL 4. SWB - SEE "SWB-SPECIAL SHEAR WALL DETAIL", LOCATED ON THE DETAIL SHEET. 7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE ACCORDANCE WITH FRC 6TH EDITION (2017) TABLE R401.4.1, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOI IT IS THE OWNER'S OR C S. NTRACTOR'S 5. 2ND LEVEL "SW" SHEAR WALLS - END STUDS OF SW WALL TO BE ANCHORED PER ONE OF THE FOLLOWING: END STUDS TO BE CONTINOUSLY SUPPORTED THROUGH FLOOR SYSTEM TO SLAB. • 1ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. w j p 0 w w m N • HOLD DOWN WITH FULL -HEIGHT -21" DIA. ROD TO SLAB. END STUDS TO MATCHING 1 ST LEVEL STUD GROUP BELOW W/ STRAPPING AS NOTED. 1 ST LEVEL STUD GROUP TO SLAB WITHHOLD 8. RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVEI�I TION OF • 2ND LEVEL DOWN. "SW" SHEARWALLS WITH A COMMON CORNER REQUIRE (1) HOLDDOWN, WHICH IS TO BE LARGEST OF THE TWO HOEDOWNS SPECIFIED, UNO. 0❑ In Z Z❑ WW Zw LAPPED 6" AND SEALED OVER CLEAN, SUBTERRANEAN TERMITES.�R OF 6. DESIGNATED 7. SEE WALL SECTION SHEET FOR RECOMMENDED BOTTOM PLATE ANCHOR OPTIONS. SEE TABLE 7 FOR HOLD-DOWN ANCHOR REQUIREMENTS. 9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEI RECORD IF THIS CONDITION EXISTS. 10. TO CONTROL CRACKING, CUT V SAWCUTS iN THE SLAB INA 15'x15' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CON ACT EOR FOR ALTERNATIVE METHODS. CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED WITH CONC ETE WORK. 11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, CONTACT THE ENGINEER OF RECORD. PRE-ENGINEERED TRUSSES & I -JOISTS 1. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL B DESIGNED UNDER THE ENGINEERING SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH SUPERVISION OF A REGISTERED FLORIDA PROFESSIONAL ENGINEER. ANSI/TPI-2014 AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS OCATED ON SHEET ST -1 OF THE PLAN SET. TEMPORARY BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN ��LACE AFTER CONSTRUCTION IS COMPLETE. THE ORIENTATION, SPAN DIRECTION, SPACING, BEARING LOCATION A D NAMING 2. TRUSSES OR I -JOISTS SHALL BE DESIGNED TO MATCH CONVENTION OF THE LAYOUT SHOWN HERE. CTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM NDER SIGN AND SEAL 3. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNE WlTH THE TRUSS SHOP DRAWINGS. N INTO CONSIDERATION DURING THE DES 4. TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKE EG R THE UPLIFT RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH, THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS MAY BE DIS EGADED. 5. CONNECT ALL TRUSSES TO TOP PLATE AS SPECIFIED ON THE TYPICAL WALL SECTION SHEET. 6. I -JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND SUI EMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA, THIS SHEET. FRAMING NOTES 1. SIMPSON ACRYLIC -TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. ANCHOR BOLT, THREADED ROD, OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN A HOLE AS SPECIFIED BY MANF (TYPICALLY 1L" TO 8' GREATER THAN SPECIFIED ANCHOR DIAMETER), ADHESIVE/EPDXY MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN FLORIDA BUILDING CODE TABLE 2304.9.1. 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER. 5. FASTEN ALL MULTI -PLY STUD COLUMNS AND CORNERS TOGETHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. UPPER LEVEL MULTI -PLY STUD GROUPS BELOW ALL GIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR SYSTEM TO FOUNDATION. (NOT REQUIRED BELOW HEADER JACK/KING STUD GROUPS) 6. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH (4)8d TOE NAILS OR (2)16d COMMON END NAILS. 7. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH (3)8d TOE NAILS. 8. ALL MULTI -PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, UNO. TO MATCH WALL FRAMING SIZE AND GRAD , Q � ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN CONNECTION W BOTTOM OF STUD -0-1VIN • 1ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN • 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL ?I U Z COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM. LU FLEXIBLE FINISH -L/180 "ANCHOR" REQUIRES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN MAXIMUM 11' NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE W 0Y PLATE HEIGHT HEADER STRAPPING KEYNOTE CALLOUT O O X 0 Z 2 0 NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD O 0') W I Q CJ N ❑ ❑ W w Q Z TYPE OFSTRAP CONNECTING HEADER TO JACK STUD NT 0 w U p z Z U N o U In w *mS24 KING/JACK GROUP BOTTOM CONNECTION (2) 2x6* J >- d 0 z_ w m z W 0 I- 0 m 0 U ] • 1ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP Q w j p 0 w w m N • 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD Z 0 a w❑ w w 0 H F % w GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. 0 0❑ In Z Z❑ WW Zw NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP W EL (D [n 41 - Q 0 m I w w m P m w a wsFI HEADER FRAMING KEYNOTE CALLOUT Z QIFUI0 waW�� F Z d O w a Z L, 1 O Q❑ w m 0 J (2) 2x10 - 1 / 2 NUMBER OF KING STUDS EACH SIDE OF OPENING m w I D L7Q UWZOwDwzw❑Q2w NUMBER OF JACK Sl UDS EACH SIDE OF OPENING W Cl Z z? 0 w F 0 0 Q w N� SIZE OF HEADER (ALL HEADERS TO BE NO.2 SYP) OR WSP Z w w z - X 2 w n 13 w Z ZWQWa�ZOJ�zmFwZ ZI}.ZQ ZIL Ll L9 w L90 w NUMBER OF PLIES tN HEADER Z Z m z N w a m- Z F Ww0cm?WmQHz3�HQ ENGINEERED LUMBER HEADER FRAMING KEYNOTE CALLOUT WW Q ? ❑ C7 w C7 m w U (2) 9 1/2" LSL-1/2 NUMBER OF KING STUDS EACH SIDE OF OPENING C) IQZ>zIQ[7w�-pFQt` I Z 1= I- Y ❑ Z w 0 w F m Z U Q- U� 0 I w 0 Z Q NUMBER OF JACK STUDS EACH SIDE OF OPENING 0 .[3 n Z_ 3 cN I In 4 o 19� Z n U HEADER MATERIAL (ALL HEADERS TO BE DESIGNATED AS LSL, LVL, PSL, OR SYS42) LL DEPTH OF HEADER Z SHEET NO.: NUMBER OF PLIES IN HEADER (1 3/4" WIDE UNO) 0 ST -1 HEADER FRAMING 1. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH OTHER WITH (2) ROWS 10d @ 8" U.C. 0 STRUCTURAL STAGGERED. 2. WSP HEADERS ARE WOOD STRUCTURAL PANEL HEADERS AND HAVE THE FOLLOWING REQUIREMENTS: CL SPECIFICATIONS • SHEATHING TO MATCH SPECIFICATION FOR EXTERIOR WALLS, SEE TABLE 2. 0 JOB NO.: • ATTACH TO ALL FRAMING MEMBERS (KING STUD, TOP PLATE, HEADER SILL, CRIPPLES, ETC.) W/ 8d U COMMON @ 3" O.C. AT009311 • EITHER TOP OR BOTTOM PLY OF DBL TOP PLATE MUST SPAN CONTINUOUS OVER OPENING; SHEATHING Q MUST BE EDGE NAILED TO CONTINUOUS PLY OF PLATE SUBDIVISION: • NO.2 SPF HEADER SILL INSTALLED ABOVE OPENING W/ (1) CRIPPLE STUD AT EACH END WALL O 778 Vecuna Drive • WALL SHEATHING ABOVE OPENING MUST BE CONTINUOUS (OR PROPERLY SPLICED PER TYPICAL SECTION SHEET) FROM TOP OF PLATE TO HEADER BELOW OR SILL PLATE ABOVE OPENING EACH EDGE. LL Atlantic Beach, FL. 3. FASTEN ALL MULTI -PLY HEADERS TOGETHER WITH (2) ROWS 10d @ 8" O.C., STAGGERED ALONG 4. FASTEN ALL HEADERS TO KING STUDS WITH (3)8d TOE NAILS. 5. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD. ULOT NO.: 6. UNO ON PLAN, MIN (1) SDWC15600 TOP PLT TO KING STUD AND (1) SDWC15450 KING STUD TO BOTTOM PLATE Z _ CONNECTION REQUIRED EACH SIDE OF OPENING (NO CONNECTION REQUIRED FOR OPENINGS AT FIRST - FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE. 7. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING (NO CONNECTION REQUIRED FOR Ur FLOOR PLAN: OPENINGS 39" OR LESS, AT WSP HEADERS, OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR o Porter Residence SYSTEM IS ABOVE: • TOP PLATE TO HDR W/ SDWC15600 @ MAX 32" O.C. AS SHOWN, "ALTERNATE SECTION (HEADERS),ST-5 0 Z DESIGNED: • SPH w/ (12) 10d x 1-Y2" @ 16" O.C. OR 0 J H/J M L • DSP w/ (14) 10d x 1%2" @ 16" O.C. OR • FASTEN TRUSS DIRECTLY TO HEADER w/ MTS OR HTS w/ (14) 10d x 1-1/2" (OR EQUAL APPROVED BY EOR). w TABLE 9: PLANK -ORIENTED HEADER REQUIREMENTS w REVIEWED: NOTE 6 (APPLICABLE TO ALL) Q I REVISIONS I DATE Q f>7 0 w Z O W Q 1. FOR OPENING WIDTHS GREATER THAN OR EQUAL TO 48", FASTEN PLANK HDR TO STUD GROUP WITH MIN (6) 10d Z TOE -NAILS AT EACH END. 07 2. WINDOWS WITH INTERMEDIATE JACK STUDS MAY BE TREATED AS SEPARATE OPENINGS. 3. FOR OPENING WIDTHS LESS THAN 48", A SINGLE 2x_ PLATE IS SUFFICIENT. FASTEN PLATE TO STUDS WITH (3) 10d O RUCTURAL ENGINEERING TOE -NAILS AT EACH END. ST 4. FOR PLATE HEIGHTS ABOVE 11', SEE FLOOR PLAN FOR PLANK -ORIENTED HEADER REQUIREMENT. �- 5. (*) HEADERS DESIGNATED WITH AN ASTERISK REQUIRE MIN 2x6 WALL FRAMING. U `� 6. IN SITUATIONS TH ADEQUATE FOR PLANK ORIENTED HEADER TO BEERE PLATE HEIGHT ELEVATION ST SOTALOF OPENING LED, GRAVITY HEADER N AOES NOT S BEEN SIZED VIDE TO RESIST'NG LL OUT e�``,�5 1. �A DEP "' R OF PLANE WIND LOADS. ANY SHIM MATERIAL BETWEEN TOP OF OPENING & BOTTOM OF HEADER SHALL BE FASTENED ` , ••� N S '•.� ��� TO BOTTOM OF HEADER WITH (2) ROWS 0.131" 0 X 1Y2" EMBED INTO HEADER @ 8" O.C. STAGGERED. > 5 `v U) ` .''• �' i 1 �U No 8 16 REVIEWED FOR CODE COMPLIANCE � CITY OF ATLANTIC BEACH 0 SEE PERMITS FOR ADDITIONAL = '. ST T OF .' 441; REQUIREMENTS AND CONDITIONS Go. ��L O P ••;��� '.� S REVIEWED BY:_DATE:W .4,* LL] AL�`�• Q. �t111111 METAL CONNECTOR ENGINEERING 10-1 CONTINUOUS ROUGH OPENING WIDTH STUCCO FINISH -U360 FLEXIBLE FINISH -L/180 MAXIMUM 11' MAXIMUM 11' (NOTES 1,2) PLATE HEIGHT PLATE HEIGHT GREATER THAN 48" UP TO 75" (NOTE 3) (2) 2x4 (2) 2x4 p GREATER THAN 75" UP TO 111" (2) 2x6* (3) 2x4 GREATER THAN 111" SEE FLOOR PLAN SEE FLOOR PLAN GREATER THAN 48" UP TO 75" (NOTE 3) (2) 2x4 (2) 2x4 O GREATER THAN 75" UP TO 111" (2) 2x6* (3) 2x4 O GREATER THAN 111" SEE FLOOR PLAN SEE FLOOR PLAN Q I REVISIONS I DATE Q f>7 0 w Z O W Q 1. FOR OPENING WIDTHS GREATER THAN OR EQUAL TO 48", FASTEN PLANK HDR TO STUD GROUP WITH MIN (6) 10d Z TOE -NAILS AT EACH END. 07 2. WINDOWS WITH INTERMEDIATE JACK STUDS MAY BE TREATED AS SEPARATE OPENINGS. 3. FOR OPENING WIDTHS LESS THAN 48", A SINGLE 2x_ PLATE IS SUFFICIENT. FASTEN PLATE TO STUDS WITH (3) 10d O RUCTURAL ENGINEERING TOE -NAILS AT EACH END. ST 4. FOR PLATE HEIGHTS ABOVE 11', SEE FLOOR PLAN FOR PLANK -ORIENTED HEADER REQUIREMENT. �- 5. (*) HEADERS DESIGNATED WITH AN ASTERISK REQUIRE MIN 2x6 WALL FRAMING. U `� 6. IN SITUATIONS TH ADEQUATE FOR PLANK ORIENTED HEADER TO BEERE PLATE HEIGHT ELEVATION ST SOTALOF OPENING LED, GRAVITY HEADER N AOES NOT S BEEN SIZED VIDE TO RESIST'NG LL OUT e�``,�5 1. �A DEP "' R OF PLANE WIND LOADS. ANY SHIM MATERIAL BETWEEN TOP OF OPENING & BOTTOM OF HEADER SHALL BE FASTENED ` , ••� N S '•.� ��� TO BOTTOM OF HEADER WITH (2) ROWS 0.131" 0 X 1Y2" EMBED INTO HEADER @ 8" O.C. STAGGERED. > 5 `v U) ` .''• �' i 1 �U No 8 16 REVIEWED FOR CODE COMPLIANCE � CITY OF ATLANTIC BEACH 0 SEE PERMITS FOR ADDITIONAL = '. ST T OF .' 441; REQUIREMENTS AND CONDITIONS Go. ��L O P ••;��� '.� S REVIEWED BY:_DATE:W .4,* LL] AL�`�• Q. �t111111 METAL CONNECTOR ENGINEERING 10-1 4" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH e -----p 8"MIN \\\ \\\ \\\0X 28" MAX 77 VAPOR BARRIER // t/ 12"MIN./ FOOTING TO BEAR ON 6" OPT. EXTENSION IN BRICK FIRM UNDISTURBED SOIL LOCATIONS ON FND PLAN 12" UNDER 1 STORY WALL WITH (2)#4 OR (2)#5 CONT ADDITIONAL NO. 4 OR NO. 5 BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL WITH (3)#4 OR (2)#5 CONT 1 MONOLITHIC FOOTING SECTION IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY PER 3'-0" HORIZONTALLY, CONTRACTOR HAS TWO CHOICES: 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF EOR TO PREVENT EROSION OF SOIL. 2. USE STEMWALL FOOTING 6x6 - W1.4 x W1.4 WWF OR FIBERMESH ° --------a ----- -9------d----- / VAPOR BARRIER 16" 3 BEARING WALL FOOTING SECTION 4" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 0'-0" A.F.F. VARIES 8" M I N 8"x8" THICKENED 8" FTG AT STEP-DOWN, VAPOR BARRIER SEE PLAN 4 CURB STEW SECTION 6" N040RNO5@18"O.C. 4" CONCRETE SLAB W/ 9" BEND @ BOTTOM W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH VARIE 8" MIN e 28" MAX 12' MIN`% VAPOR BARRIER 6 OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN 12" UNDER 1 STORY WALL o WITH (2)#4 OR (2)#5 CONT ADDITIONAL NO. 4 OR NO. 5 BAR IN BRICK LEDGE �* 16" UNDER 2 STORY WALL WITH (3)#4 OR (2)#5 CONT 5 GARAGE EXT WALL CURB SECTION IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN V-0" VERTICALLY PER 3'-0" HORIZONTALLY, 4" CONCRETE SLAT CTOR HAS TWO CHOICES: 6x6 W1.4 x W1.4 tl�, Ll0 TO CONSTRUCTION, SEEK GUIDANCE OR FIBERMEg# EOR O PREVENT EROSION OF SOIL. 2. USE STE ALL FOOTI U-0" A. F. VARIES d L---- \�\\ ° /\4' —VAPOR BARRIER 12" UNDER 1 STORY WALL WITH (2)#4 OR (2)#5 CONT 16" UNDER 2 STORY WALL WITH (3)#4 OR (2)#5 CONT 6 BEARING CURB STEP SECTION TYPICAL REINFORCING BARS AT THICKENED FOOTING, SEE PLAN MIN 24" LONG #4 OR #5 BAR SET AT MID -DEPTH OF SLAB, TYP ALL RE-ENTRANT CORNERS I—L---------- HOUSE SLAB RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS I— — — 3'-4' II II I II L m 23'-4" 10'-6" 62'-0" 33'-6" 11'-0" 12'-0" I ------------ --——————— — — — --II I A I C 1 (3) TOTAL I I I II 22'-10" ___--------------- 191 A II 5 I A UNDER DOOR — 16-3" I 3' 62„ 23'-4" FOUNDATION PLAN 34'-8" 1 9'-4" 11'-4" 62'-0" 5'-2" SIM 12" CURB r5 1 NOTE 3 I 0 I 1 6 OPT 0 5 4 I L I 20'-11 " 18'-3" C I N I I I I I — — — — — — — -------� I I 1OPT I 1 I I I I I C? I � 1 I I I I I I I —� o (2) TOTAL I Cl) — — — ZD CD o A 2'-0" 8'-4" 2'-0" 4'-0" 6'-0" 19'-0" 13'-0" 0 Lo co 0 0 v GENERAL FOUNDATION NOTES 1. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH FRC 6TH EDITION (2017) TABLE R401.4.1, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. 0 2. IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT Ln SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT EOR. ADDITIONAL (V FOUNDATION WORK MAY BE REQUIRED. N 3. SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, CONSULT ARCHITECTURAL J PLANS FOR LOCATION OF SLIDING GLASS DOORS. O LL 4. MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. SEE DETAIL SHEETS FOR ALTERNATE STEMWALL SECTIONS. LO .� 5. 24" LONG # 4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL RE-ENTRANT r CORNERS, SEE "RE-ENTRANT CORNER DETAIL" THIS SHEET. CVot? O � FOUNDATION KEYNOTES: NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN j 0 CV 8"x8" DEEP THICKENED EDGE J o ZLU Q W/ (1)#4 CONT LL � A 12" DEEP FTG UNDER BOX COLUMN, Lu _j J TO BE PROJECTED MIN 6" AS -1 co Q SHOWN > '= z � Q16"SQx12" DEEP FTG ® � :DC {n 0_C� A24"SQx20" DEEP FTG Q � O O Q30"SQx20" DEEP FTG W/ O CIO (V (4)#4 EW W i Q) 36"SQx20" DEEP FTG W/ F (4)#4 EW U) (n Q a48"SQx24" DEEP FTG W/ (5)#4 EW, T&B J co 'r W cl� N Q Cf) cz 4" CONCRETE SLAB W/ U 6x6 W1.4 x W1.4 WWF OR FIBER MESH z 8" CMU CHAIR BLOCK W TOP OF SLAB oL_ ------ W/ (1) #5 CONT. 0 z w W 00 o o wo z 2❑ CE Q • 0 ff VAPOR BARRIER \\� /\\/\ / /� Q ❑ w ❑ ❑ w w Q z wp 1W�-U w L0 w❑❑Z FZwwo°Dcn� /\ I /\/\' ti}aU Zw��m�ZzO #4 OR #5 VERT REINFORCING ; /\\/\\/ Q w w - p m Q Q m w w UP TO 3 COURSES: 72" O.C.\\\/ /\\\/\\\/ w w❑ w w w m w 4 TO 5 COURSES: 48" O.C. \/// i / /1,�/ z o 0 m m F m_j O} w Z F❑ ti (n p a Z w� w -Jm❑ Z U \�/ °�•e----a�/�\/ W QwO❑wFIIw❑ZQ� z QI❑w QJa�FF[hZw�❑ ADDITIONAL #4 OR #5 0 w w I I m O Z❑ w U Q w FOOTING TO BEAR ON FIRM IN BRICK LEDGE UNDISTURBED SOIL (� m Q m n U z C) Q Z w p Q w Z 1 x [W El 0 I- C1 - I w❑ Z 5 W I C? VERTICAL REINFORCEMENT NOTED ON FND PLAN W z w waQmw2 •ww w TO HAVE 6" BEND AT BOTTOM I , 4 I I— — — 3'-4' II II I II L m 23'-4" 10'-6" 62'-0" 33'-6" 11'-0" 12'-0" I ------------ --——————— — — — --II I A I C 1 (3) TOTAL I I I II 22'-10" ___--------------- 191 A II 5 I A UNDER DOOR — 16-3" I 3' 62„ 23'-4" FOUNDATION PLAN 34'-8" 1 9'-4" 11'-4" 62'-0" 5'-2" SIM 12" CURB r5 1 NOTE 3 I 0 I 1 6 OPT 0 5 4 I L I 20'-11 " 18'-3" C I N I I I I I — — — — — — — -------� I I 1OPT I 1 I I I I I C? I � 1 I I I I I I I —� o (2) TOTAL I Cl) — — — ZD CD o A 2'-0" 8'-4" 2'-0" 4'-0" 6'-0" 19'-0" 13'-0" 0 Lo co 0 0 v GENERAL FOUNDATION NOTES 1. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH FRC 6TH EDITION (2017) TABLE R401.4.1, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. 0 2. IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT Ln SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT EOR. ADDITIONAL (V FOUNDATION WORK MAY BE REQUIRED. N 3. SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, CONSULT ARCHITECTURAL J PLANS FOR LOCATION OF SLIDING GLASS DOORS. O LL 4. MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. SEE DETAIL SHEETS FOR ALTERNATE STEMWALL SECTIONS. LO .� 5. 24" LONG # 4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL RE-ENTRANT r CORNERS, SEE "RE-ENTRANT CORNER DETAIL" THIS SHEET. CVot? O � FOUNDATION KEYNOTES: NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN j 0 CV 8"x8" DEEP THICKENED EDGE J o ZLU Q W/ (1)#4 CONT LL � A 12" DEEP FTG UNDER BOX COLUMN, Lu _j J TO BE PROJECTED MIN 6" AS -1 co Q SHOWN > '= z � Q16"SQx12" DEEP FTG ® � :DC {n 0_C� A24"SQx20" DEEP FTG Q � O O Q30"SQx20" DEEP FTG W/ O CIO (V (4)#4 EW W i Q) 36"SQx20" DEEP FTG W/ F (4)#4 EW U) (n Q a48"SQx24" DEEP FTG W/ (5)#4 EW, T&B J co 'r W cl� N Q Cf) cz 4" CONCRETE SLAB W/ U 6x6 W1.4 x W1.4 WWF OR FIBER MESH z 8" CMU CHAIR BLOCK W TOP OF SLAB oL_ ------ W/ (1) #5 CONT. 0 z w W 00 o o wo z 2❑ CE Q • 0 ff VAPOR BARRIER \\� /\\/\ / /� Q ❑ w ❑ ❑ w w Q z wp 1W�-U w L0 w❑❑Z FZwwo°Dcn� /\ I /\/\' ti}aU Zw��m�ZzO #4 OR #5 VERT REINFORCING ; /\\/\\/ Q w w - p m Q Q m w w UP TO 3 COURSES: 72" O.C.\\\/ /\\\/\\\/ w w❑ w w w m w 4 TO 5 COURSES: 48" O.C. \/// i / /1,�/ z o 0 m m F m_j O} w Z F❑ ti (n p a Z w� w -Jm❑ Z U \�/ °�•e----a�/�\/ W QwO❑wFIIw❑ZQ� z QI❑w QJa�FF[hZw�❑ ADDITIONAL #4 OR #5 0 w w I I m O Z❑ w U Q w FOOTING TO BEAR ON FIRM IN BRICK LEDGE UNDISTURBED SOIL (� m Q m n U z C) Q Z w p Q w Z 1 x [W El 0 I- C1 - I w❑ Z 4" OPT BRICK LEDGE W w w Z X Q z L)Q m w Z VERTICAL REINFORCEMENT NOTED ON FND PLAN W z w waQmw2 •ww w TO HAVE 6" BEND AT BOTTOM z wa � Z z _j 0 L9 I_ z I >-Z Q CAST -IN-PLACE FOOTING SPECS Z Z O p Q m Z N Q 0 Z 3 Z H w 1 -STORY: 16"W x 8"T W/(2) #4 OR (2)#5 CONT LLJ Z O ❑ w w w W< m H 0 2 -STORY: 20"W x 107 W/(3) #4 OR (2) #5 CONT _ W w w �IZF�yUzwCI Ca i - LLJ Z U Q U ❑ I w 0 Z Q CMU STEMWALLSECTION 00 �°I`-z3:Nmw<0mI--?°Lj 2 1 SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK L� SHEET NO.: FILLING BEHIND A STEMWALL,PARTICULARLY WHEN IT IS OVER 4 z COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS 0 S �_� MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. FOUNDATION 0- PLAN 0'-0" A.F.F. 0 JOB NO.: (BEYOND) , U -BLOCK W/ AT009311 4" FLOATING CONCRETE N (1) #5 CONT < 0 SLAB W/ 6x6 W1.4xW1.4 SUBDIVISION: WWF OR FIBERMESH :�i . ; z U)Q' u 0 778 Vecuna Drive - �_ _ �s �_;�•� FINISH E LL Atlantic Beach FL LOT NO.: \/\/`\\\� z •I. #4 OR #5 VERT REINFORCING \ \/�\\/�\\/�//!i / (D FLOOR PLAN: UP TO 3 COURSES: 72" O.C. j L� 4TO 5 COURSES: 48" O.C. \ n ° to 0 Porter Residence O \� • . I Z DESIGNED: - JH/JML FOOTING TO BEAR ON FIRM Lij ADDITIONAL #4 OR #5 I- REVIEWED: UNDISTURBED SOIL IN BRICK LEDGE W VERT REINFORCEMENT TO 4" OPT BRICK LEDGE �- HAVE 6" BEND @ BOTTOM NOTED ON FND PLAN Q REVISIONS DATE CAST -IN-PLACE FOOTING SPECS X 1 -STORY: 16"W x 87 W/(2) #4 OR (2)#5 CONT 2 -STORY: 20"W x 107 W/(3) #4 OR (2) #5 CONT % 7 CMU STEMWALL SECTION W z 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 0 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS W MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. Q EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. z C) :3 x 0 STRUCTURAL ENGINEERING LA ♦ N - I C/)�� •�,�• NSF• No 8 16 • ST OFuj OFFICE COI_ 1 METAL CONNECTOR ENGINEERING 10-16-2018 (2) 2x6-1/2 WSP HDR -0/2 I 11 (2) 2x6-1/2 1 l (2) 2x6-1/2 SEE "TYPICAL PORCI SHEATHING DETAIL." 4 ----`J----- 2 2x12 — — — — (2) 2x 2 ( ) 1 (2) 2x6-1/2 (2) 2x6-1/1 1 (2) 2x6 -1/T\\ (2) 2iy6-1/2 (3) 2x12-2/3 p JGARAGE DOOR DESIGN WIND LOAD (PSF): +15.43/-17.22 G1GST-6ST FIRST LEVEL STRUCTU MSTA24 DTT2Z \ — -----(2)2x12------ (3) 2x12-1/2 NOTE 1 (3)2x6-1/2 \\] 1 I MSTA24 (2) 2x6-1/2 11­-� (2) 2x6-1/1 11 (2) 2x6-1/1 NOTE 4[L212x10 _ �2 ,2x10 OTE 4 (2) 2x10 T SEE "TYPICAL PORCH SHEATHING DETAIL." L FRAMING PLAN 4x4 NO. 2 SYP PT POST OR SEE TYPICAL BOX COLUMN DETAIL, (2) TOTAL 4x4 NO.2 SYP PT POST, (3) TOTAL 111111r� WSP HDR -0/2 (2) 2x10-1/1 1 (2) 2x6-1/2 WSP HDR -0/2 1/411 = 1 ' 0" 0 FRAMING KEYNOTES IMC I r -%L V\JIVIVI_v IyI x NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET. NE OF -HE FO' LOWING O Lr)N 3. ATTACH SW r0 FLOOR DIAPHRAGM PER O i O LL A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS O BOTTOM CHORD TO SW DBL TOP PLATE W/ 10d @ 3" O.C. B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR U DECK TO SW DBL TOP PLATE W/ 10d 3" O.C. (� 00 4. PORCH BEAM FRAMING NOTES d' m A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV O NOTCH TOP OF BEAM 3" FOR BEAM PKT CONNECTION AT WALL. TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLATE. r C: CV O B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV (N PORCH BEAM TO TOP PLT W/ MTS12 OR MSTA24. O U LL. (� C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR W PORCH BEAMS. BEAM TO POST DOWN STUDS W/ HTS20 OR, J Q MSTA24. POST DOWN STUDS TO STUDS BELOW W/ HTS20 OR > MSTA24. z D. BEAM ATTACHED TO EXISTING FRAMING O ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK STUDS Y W/ SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. Q 5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER TYPICAL 0 WALL SECTION SHEET. O O � 6. HIGH UPLIFT CONNECTION: W • ROOF LEVEL STUD/HDR TO TOP PLATE W/ (1) SDWC15600 @ 16" O.C. OR (2) SDWC15600 @ 24" O.C. • FOR FLOOR -TO -FLOOR CONNECTION, SEE ST -5. PROVIDE "METAL 07 Q FLAT STRAP 2ND LEVEL STUD TO 1 ST LEVEL STUD" @ 32" O.C. NO - ALTERNATIVE AVAILABLE 2C • 1ST LEVEL STUD TO BOTTOM PLATE W/ (1) SDWC15450 @ 16" O.C. OR> LO (2) SDWC15450 @ 24" O.C. 1 m 7. PLANK -ORIENTED HEADER FRAMING W A. FASTEN PLANK ORIENTED HEADER TO JACK KING GROUP W/ (2) A35 W' N EACH SIDE OF OPENING, SEE PLANK HEADER FRAMING DETAIL, ON DETAIL SHEET. B. FASTEN PLANK ORIENTED HEADER TO JACK/KING GROUP WITH U)HORIZONTAL HTS16 STRAP EACH SIDE OF OPENING. CIO C. PLANK -ORIENTED HEADER NOT REQUIRED, THIS LOCATION ONLY. U STRUCTURAL HEADER HAS BEEN CALCULATED TO RESIST THE OUT Z OF PLANE WIND LOAD. FASTEN HEADER TO JACK/KING GROUP W/ W (1) A35 EACH SIDE OF OPENING U' W ry O x Z 20 O w w a rn Q ❑ � a a ui Q? m❑ 0 W a Q Z Lf) m00Z FZ❑[n❑❑vaa ❑ W ti Q F W❑ Z m Q a Q D W❑ W w W 0 ❑w w j a L m to Q -❑ ❑ma Fal - )-wz1-0 U) ❑a a zw�w_jm0Z❑ (/) za0QLrM Wwml-M I w H m 0 w a Z QI�Q°aa�I wzWQ� (f) QHZI ZwLZ�''X❑�❑0 D ❑ W w a I a ❑❑ w Z❑ Q w � Z Q Q X W O 0 F 0 m O L O Z W �Z❑w�Z�ww_�❑ W w I z _xQw-Q u1 Z z a ffZ❑:jHzML z w Z I% Z Q 0- Z a U 0 0 Q w 0 C� �❑Ozxwtnwa�mZZI� Z Ww_j [z <I. -Z Q W w- 19w[7F m aw❑- Q IQZ?-ZIQUwa-❑H<L Q F F IZ�I-Y❑ZwC) w Z U Q- ❑ a 0 I w Z Q Q' 0w a <P_jI- -I 0_j O uI-?3N(LmQ0[Orz❑❑ J LL z SHEET NO.: O ST -3 ry STRUCTURAL FRAMING PLAN O JOB NO.: Q AT009311 SUBDIVISION: o 778 Vecuna Drive I L1_ Atlantic Beach, FL. Q LOT NO.: U z -- 0 FLOOR PLAN: O Porter Residence Z DESIGNED: JH/JML W I— REVIEWED: X W d Q REVISIONS DATE X Q CD 0 W z O W 2 Q z U) DA XO F- STRUCTURAL ENGINEERING U `�r���I��itj� IN LA E N S�.'4 •� �� N 5 6 �. ST E OF .` U SIC ' LXi *;.*&/0NA\-\10 METAL CONNECTOR ENGINEERING 10-16-2018 N N CJ39 CJ39 CJ40 CJ41 /51 ti VOA U EJ29 0 _" m m T C21 C22 C23 C24 C25 C26 C27 o O) CIO 0 0 U 23'4" ti 23'4" " OC CJ39 00 Iq U U U 1 tiV� Q 91101, Q CJ41 27'8" Q Q Q U Q O N O N FIRST LEVEL ROOF FRAMING PLAN o co 0 0 U W 8'4" 1 U U 5'4" -- 518" ^� C14 ce) 0 U U Q I Q IIQ Q IQ Q J3 O �f- N CJ46 EJ32 EJ31 all 5' � �r d - U U U I 11'1"8 CJ41 yvo s ROOF FRAMING KEYNOTES m w BUILDER IN ACCORDANCE WITH FRC R302.12. Q D Q • ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. or- N 2x6 2x8 2x10 • ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN. < Q 14'-5" 18'-3" 21'-8" 25'-6" NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 12'-6" 15'-10" 18'-9" 22'-1" O COMMONS MIN. 18'-0" 1. PRE -MANUFACTURED SHEAR PANEL 20 L.L./15 D.L. #2 SYP Cn U) � � 10 L.L./5 D.L. #2 SYP • INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON Y Q JOB NO.: � 0 FRAMING PLAN • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO z 0 Q • SHEAR PANEL TO SW DBL TOP PLT W/ 10d @ 3" O.C. W � LOT NO.: • FLOOR DECK TO SHEAR PANEL W/ 10d @ 3" O.C. O o O • NOTE: IF PRE -MANUFACTURED SHEAR PANELS ARE NOT "ELEVATION C) L0 N PROVIDED BY TRUSS MANUFACTURER, SEE OF CV BOX -FRAME OVER SW' DETAIL, SEE DETAIL SHEET � (V 2. TYPICAL BEARING BLOCK (o • BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO � J MATCH DIMENSION OF TRUSS MEMBER. C) LjL • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS CD (D BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. C14 LO0 3. LEDGER FRAMING NOTES: � • FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT EVERY m SUPPORT WITH FASTENING SHOWN BELOW (MAX 24" O.C. Iq SPACING) o • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED — .� LOCATIONS ON PLAN • SEE TABLE 5 ON SHEET ST -1/S1 FOR FASTENER PROTECTION N O AGAINST CORROSION cN 0 • IN ACCORDANCE W/ FRC 507.2.1, EXTERIOR DECK LEDGERS 0 SHALL BE SECURE TO WALL FRAMING WITH WOOD SCREWS U AS INDICATED ABOVE. COMMON NAILS AT FLOOR FRAMING LL (� LEDGERS ARE FOR INTERIOR USE ONLY. w J J m w BUILDER IN ACCORDANCE WITH FRC R302.12. Q D Q • ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. or- N 2x6 2x8 2x10 • ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN. < Q 14'-5" 18'-3" 21'-8" 25'-6" • FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d 12'-6" 15'-10" 18'-9" 22'-1" O COMMONS MIN. 18'-0" 24" 20 L.L./15 D.L. #2 SYP Cn U) � � 10 L.L./5 D.L. #2 SYP CONNECTOR. Y Q JOB NO.: � 0 U • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO z 0 Q RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. W � LOT NO.: Z O o � C) N w � � Q J (D 4. OVERFRAMING NOTES m w BUILDER IN ACCORDANCE WITH FRC R302.12. Q D O.C. SPACING • ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. or- N 2x6 2x8 2x10 • ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN. < Q 14'-5" 18'-3" 21'-8" 25'-6" • FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d 12'-6" 15'-10" 18'-9" 22'-1" 24" COMMONS MIN. 18'-0" 24" 20 L.L./15 D.L. #2 SYP •EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT U) � CIO 10 L.L./5 D.L. #2 SYP CONNECTOR. >. Q JOB NO.: • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. 0 Q • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO z 0 778 Vecuna Drive RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. W Q LOT NO.: Z -- W 0 RAFTER SPAN SCHEDULE BUILDER IN ACCORDANCE WITH FRC R302.12. Q D O.C. SPACING LUMBER SIZE � Q ❑ - IL w 7 W L Z 0 2x6 2x8 2x10 2x12 12" 14'-5" 18'-3" 21'-8" 25'-6" 16" 12'-6" 15'-10" 18'-9" 22'-1" 24" 10'-2" 12'-11" 15'-4" 18'-0" 24" 20 L.L./15 D.L. #2 SYP W p o m m F i t - w Z F o W 0 CEILING JOIST SPAN SCHEDULE BUILDER IN ACCORDANCE WITH FRC R302.12. Q D w w z 0° O) � Q ❑ - IL w 7 W L Z 0 2x4 2x6 N❑ O Q Q Wp IwYF-p w°_ 2x10 L0 U100z F-z0w0w0W� 24'-7" 26'-0" Z w J J m J Z Z Q� w-Qm<w<3ww 7- 10'-9" 16'-11" O 0 J W 0 N N- p W w m 0 o 24" Z W p o m m F i t - w Z F o 20'-11" (n p a .Z WJm m a>.WWf- ozw (n za0QC7f�IwWmI_-WW ul Q I I- m❑ iff F ❑ W Q LL LL (n H H° Q° a 0 z LL a 0 p° Z D w a Z 1 W- 0 w J p Q m w W I p p p w m L7Q1130ZW WZm0 w Z QxW00I-❑_ UI -Iw0Z W Ez Iw - - Z QF-w-m❑ w W X Q U Q W it N Z WwQwO.azZ Jl-Z-I-- Z Z I> - Z Q Z U 0 0 W ° - - d z Q I ❑ ZpoZ��NwQwm-?I.I- 5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY W CEILING JOIST SPAN SCHEDULE BUILDER IN ACCORDANCE WITH FRC R302.12. Q D O.C. SPACING LUMBER SIZE Z 0 Q- Ua�❑I W p Z Q It 0 2x4 2x6 2x8 2x10 12" 11'-10" 18'-8" 24'-7" 26'-0" 161, 10'-9" 16'-11" 21'-7" 25'-7" 24" 9'-3" 13'-11" 17'-7" 20'-11" 10 L.L./5 D.L. #2 SYP IY (n p a .Z WJm m a>.WWf- ozw (n za0QC7f�IwWmI_-WW ul Q I I- m❑ iff F ❑ W Q LL LL (n H H° Q° a 0 z LL a 0 p° Z D w a Z 1 W- 0 w J p Q m w W I p p p w m L7Q1130ZW WZm0 w Z QxW00I-❑_ UI -Iw0Z W Ez Iw - - Z QF-w-m❑ w W X Q U Q W it N Z WwQwO.azZ Jl-Z-I-- Z Z I> - Z Q Z U 0 0 W ° - - d z Q I ❑ ZpoZ��NwQwm-?I.I- 5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY W wwJ�m�W❑ u�iW, � w Z 0 0 w 0 P W U - BUILDER IN ACCORDANCE WITH FRC R302.12. Q D I Q Z} Z I Q D w w- p H Q LL I- HIZ�I-YOZw� wF-� Z 0 Q- Ua�❑I W p Z Q It 0 �nHZ3Nau�iQoriIZ0a J LL Z SHEET NO.: o ST -3A � ROOF FRAMING 0- PLAN IY Q JOB NO.: AT009311 Q SUBDIVISION: 0 778 Vecuna Drive U- Atlantic Beach, FL. Q LOT NO.: Z -- FLOOR PLAN: Porter Residence O Z DESIGNED: _17 JH/JML �- REVIEWED: X W IZ XQ REVISIONS DATE Q m 0 W z O w Q z U) :DA x O STRUCTURAL ENGINEERING C) 1111111�� U- 000•, 5 kN Lq/V�F',�i Q •4 o .• NS�••. •' OFFICE COPY • ''' TRUSS ENGINEERING NOTES: Nos 1 s •• • UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL CZ Cc TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING z 13 •. STA OF • �' o. V TO THE TYPICAL WALL SECTION SHEET. w .0T•• � O P,•' ��oo` 11 — 1 11 • ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING t– 0 ..••. R �••• x.000 1/4 - 1 0 X S/ONA�-����. METAL CONNECTOR ENGINEERING 10-16-2018 TRUSS OR RAFTER TO TOP PLATE OPTIONS, UNO: • H2.5A/T • SDWC15600 H2.5A/T OR SDWC15600 @ HEADER JACKWING GROUP AND @ MAX 32" O.C., SDWC MAY BE INSTALLED TO EITHER FACE OF STUD, SEE INSTALLATION DETAILS BELOW 2x4 OR 2x6 STUD GRADE SPF OR BETTER @ MAX 16" O.C. PER PLAN TYPICAL (SECTIO�WALS AT ROOF ARE �L IONE SECTION PICAL OR AND TWO STORY APPLICATIONS) TYPICAL WALL SECTION 2" DIA, x 2.1 MIN — EMBEDMENT APPROVED WEDGEANCHOR OR EQUAL @ 48" O.C. MAX W/ 2" SQUARE WASHER ° � a A !� d d 4 TYPICAL ROOF DECK. SEE SHEATHING SPECS, SHEET ST -1 TRUSS OR RAFTER TO TOP PLATE W/ SDWC15600 INSTALLED FROM BELOW PLATE AS SHOWN IN INSTALLATION #1 BELOW. WALL SHEATHING TO TOP PLATE W/ 8d COMMON, SPACING PER TABLE 2 ST -1. 3/4' BETWEEN TOP OF WOOD PANEL AND CENTER OF FASTENERS. PROPERLY WIND LOAD RATED SOFFIT MATERIAL CONTINUOUS @ PERIMETER. SEE TABLE 1: COMPONENT AND CLADDING DESIGN PRESSURES ON SHEET ST -1. -STUD SPACING PER TABLE 3: MAXIMUM EXTERIOR WALL STUD SPACING. ROOF BEARING ONLY. SEE TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS FOR TYPICAL SHEATHING SPECIFICATIONS STUD TO BOTTM PLATE @ HEADER JACK/KING GROUPS AND @ MAX 32" O.C. W/ SDWC15450, SDWC MAY BE INSTALLED TO EITHER FACE OF STUD, SEE INSTALLATION DETAILS BELOW BOTTOM PLATE TO TRUSS @ 24" O.C. W/ SIMPSON SDWC15600 BOTTOM PLATE TO RIBBON BOARD W/10d@6"O.C. WALL SHEATHING TO BOTTOM PLATE W/ 8d COMMON, SPACING PER TABLE 2, ST -1 'ONTINUOUS 2x4 RIBBON BOARD WALL SHEATHING TO TOP PLATE W/ 8d COMMON, SPACING PER TABLE 2, ST -1 TOP PLATE TO TRUSS @ 48" O.C. W/ SIMPSON SDWC15600 STUD SPACING PER TABLE 3: MAXIMUM EXTERIOR WALL STUD SPACING. ROOF AND FLOOR BEARING. NOTE: FLOOR -TO -FLOOR UPLIFT CONNECTION NOI REQUIRED UNDER GABLE TRUSSES AND WHERE COMMON TRUSS SPAN IS 16 -FEET OR LESS. • TWO STORY - STUD TO BOTTOM PLATE a@ HEADER JACK/KING GROUPS AND @ 48" O.C. W/ SDWC15450 • SINGLE STORY - STUD TO BOT T OM PLATE @ HEADER JACK/KING GROUPS AND @ 32" O.C. W/ (2)SDWC15450 • SDWC MAY BE INSTALLED TO EITHER FACE OF STUD, SEE INSTALLATION DETAILS BELOW • ANCHOR BOLT (SEE OPTIONS) W/ NUT AND 2" SQUARE WASHER: • EACH SIDE OF OPENINGS • WITHIN 12" OF END OF PLATE SEGMENTS • MAX 48" O.C. OTHERWISE WALL SHEATHING TO PT SILL PLATE WITH 8d COMMON, SPACING PER TABLE 2, ST -1 !'BETWEEN BOTTOM OF PANEL AND CENTER OF FASTENERS. P BETWEEN a MINIMUM e /MAX /a GA BOTTOM OF PANEL AND TOP OF SLAB. TYPICAL WALL SECTION (SECTIONS AT FOUNDATION ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS) TYPICAL WALL SECTION NOTES: 1. ALL TOP PLATES ARE TO BE BUILT WITH (2)2x_ NO.2 SYP FASTENED W/(2) ROWS 10d @ 8" O.C. STAGGERED (UNO). MINIMUM 48" LAP W/ MINIMUM (20)10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. 2. ALL INTERIOR. LOAD BEARING WALLS TO BE 2x SPF @ MAX 16" O.C., UNO 3. 1ST AND 2ND FLOOR BOTTOM PLATES SHALL BE NO.2 SYP DUE TO FASTENER CAPACITIES. 4. FLOOR -TO -FLOOR UPLIFT CONNECTIONS NOT REQUIRED UNDER JACK AND GABLE TRUSSES, TYPICAL. 5. SEE PLAN FOR ADDITIONAL NON -TYPICAL METAL CONNECTORS AT GIRDERS AND SHEAR WALLS. T REQUIRED AT CRIPPLES BELOW WINDOW SILL BLOCK 6. TYPICAL STUD TO BOTTOM PLATE CONNECTOR NO EXTERIOR SHEATHING TO RESOLVE WALL UPLIFT AND SHEAR AT SILL PLATE. TYPICAL, UNO. SDWC INSTALLATION SPECIFICATIONS, AS PROVIDED BY SCREW MANUFACTURER 1 I STANDARD SDWC ROOF TO WALL INSTALLATION 2"M i n Do not install SDWC in ® hatched area `-SDWC15600 1/z"Min Overhan 1 3/"Max Note: sloped up to and including a Sloped -roof rafters may be 12:12 pitch and must be "birdsmouth" cut. 1 a STANDARD SDWC ROOF TO WALL INSTALLATION RANGE TRUSS TO TOP PLATE W/ SDWC15600 OR H2.5A/T INSTALLED @ INSIDE FACE OF PLATE AS SHOWN* TOP PLATE TO STUD W/ SDWC15600 OR H2.5A/T TYPICAL EXTERIOR WALL STUD ALIGNED DIRECTLY *SEE INSTALLATION #2 BELOW BELOW TRUSS ALTERNATE ROOF -TO -,WALL CONNECTION STUD TO BOTTOM PLATE @ HEADER IJACK/KING GROUPS AND @ MAX 32" O.C. W/ ALTERNATE STRAP (2)SDWC15450 OR (1) SDWC15600,SDWC MAY CONNECTOR. SEE BE INSTALLED TO EITHER FACE OF STUD, I SEE INSTALLATION DETAILS BELOW IBOTTOM I PLATE TO TRUSS @ 24" O.C. W/ SDWC15450 I I TYPICAL WALL SECTION 2" DIA, x 2.1 MIN — EMBEDMENT APPROVED WEDGEANCHOR OR EQUAL @ 48" O.C. MAX W/ 2" SQUARE WASHER ° � a A !� d d 4 TYPICAL ROOF DECK. SEE SHEATHING SPECS, SHEET ST -1 TRUSS OR RAFTER TO TOP PLATE W/ SDWC15600 INSTALLED FROM BELOW PLATE AS SHOWN IN INSTALLATION #1 BELOW. WALL SHEATHING TO TOP PLATE W/ 8d COMMON, SPACING PER TABLE 2 ST -1. 3/4' BETWEEN TOP OF WOOD PANEL AND CENTER OF FASTENERS. PROPERLY WIND LOAD RATED SOFFIT MATERIAL CONTINUOUS @ PERIMETER. SEE TABLE 1: COMPONENT AND CLADDING DESIGN PRESSURES ON SHEET ST -1. -STUD SPACING PER TABLE 3: MAXIMUM EXTERIOR WALL STUD SPACING. ROOF BEARING ONLY. SEE TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS FOR TYPICAL SHEATHING SPECIFICATIONS STUD TO BOTTM PLATE @ HEADER JACK/KING GROUPS AND @ MAX 32" O.C. W/ SDWC15450, SDWC MAY BE INSTALLED TO EITHER FACE OF STUD, SEE INSTALLATION DETAILS BELOW BOTTOM PLATE TO TRUSS @ 24" O.C. W/ SIMPSON SDWC15600 BOTTOM PLATE TO RIBBON BOARD W/10d@6"O.C. WALL SHEATHING TO BOTTOM PLATE W/ 8d COMMON, SPACING PER TABLE 2, ST -1 'ONTINUOUS 2x4 RIBBON BOARD WALL SHEATHING TO TOP PLATE W/ 8d COMMON, SPACING PER TABLE 2, ST -1 TOP PLATE TO TRUSS @ 48" O.C. W/ SIMPSON SDWC15600 STUD SPACING PER TABLE 3: MAXIMUM EXTERIOR WALL STUD SPACING. ROOF AND FLOOR BEARING. NOTE: FLOOR -TO -FLOOR UPLIFT CONNECTION NOI REQUIRED UNDER GABLE TRUSSES AND WHERE COMMON TRUSS SPAN IS 16 -FEET OR LESS. • TWO STORY - STUD TO BOTTOM PLATE a@ HEADER JACK/KING GROUPS AND @ 48" O.C. W/ SDWC15450 • SINGLE STORY - STUD TO BOT T OM PLATE @ HEADER JACK/KING GROUPS AND @ 32" O.C. W/ (2)SDWC15450 • SDWC MAY BE INSTALLED TO EITHER FACE OF STUD, SEE INSTALLATION DETAILS BELOW • ANCHOR BOLT (SEE OPTIONS) W/ NUT AND 2" SQUARE WASHER: • EACH SIDE OF OPENINGS • WITHIN 12" OF END OF PLATE SEGMENTS • MAX 48" O.C. OTHERWISE WALL SHEATHING TO PT SILL PLATE WITH 8d COMMON, SPACING PER TABLE 2, ST -1 !'BETWEEN BOTTOM OF PANEL AND CENTER OF FASTENERS. P BETWEEN a MINIMUM e /MAX /a GA BOTTOM OF PANEL AND TOP OF SLAB. TYPICAL WALL SECTION (SECTIONS AT FOUNDATION ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS) TYPICAL WALL SECTION NOTES: 1. ALL TOP PLATES ARE TO BE BUILT WITH (2)2x_ NO.2 SYP FASTENED W/(2) ROWS 10d @ 8" O.C. STAGGERED (UNO). MINIMUM 48" LAP W/ MINIMUM (20)10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. 2. ALL INTERIOR. LOAD BEARING WALLS TO BE 2x SPF @ MAX 16" O.C., UNO 3. 1ST AND 2ND FLOOR BOTTOM PLATES SHALL BE NO.2 SYP DUE TO FASTENER CAPACITIES. 4. FLOOR -TO -FLOOR UPLIFT CONNECTIONS NOT REQUIRED UNDER JACK AND GABLE TRUSSES, TYPICAL. 5. SEE PLAN FOR ADDITIONAL NON -TYPICAL METAL CONNECTORS AT GIRDERS AND SHEAR WALLS. T REQUIRED AT CRIPPLES BELOW WINDOW SILL BLOCK 6. TYPICAL STUD TO BOTTOM PLATE CONNECTOR NO EXTERIOR SHEATHING TO RESOLVE WALL UPLIFT AND SHEAR AT SILL PLATE. TYPICAL, UNO. SDWC INSTALLATION SPECIFICATIONS, AS PROVIDED BY SCREW MANUFACTURER 1 I STANDARD SDWC ROOF TO WALL INSTALLATION 2"M i n Do not install SDWC in ® hatched area `-SDWC15600 1/z"Min Overhan 1 3/"Max Note: sloped up to and including a Sloped -roof rafters may be 12:12 pitch and must be "birdsmouth" cut. 1 a STANDARD SDWC ROOF TO WALL INSTALLATION RANGE TRUSS TO TOP PLATE W/ SDWC15600 OR H2.5A/T INSTALLED @ INSIDE FACE OF PLATE AS SHOWN* TOP PLATE TO STUD W/ SDWC15600 OR H2.5A/T TYPICAL EXTERIOR WALL STUD ALIGNED DIRECTLY *SEE INSTALLATION #2 BELOW BELOW TRUSS ALTERNATE ROOF -TO -,WALL CONNECTION J I TOP PLATE TO TRUSS @ HEADER ALTERNATE STRAP JACK/KING GROUPS AND @ 24" O.C. W/ CONNECTOR. SEE W I- m I- } w Z l__❑ O 0 m a Z w� w m❑ z m SDWC15600 "METAL FLAT STRAP co U 2ND LEVEL STUD TO TYPICAL EXTERIOR STUD TO TOP PLATE @ HEADER JACK/KING 1ST LEVEL STUD" Co GROUPS AND @ 48" O.C. W/ SDWC15600, SDWC DETAIL I MAY BE INSTALLED TO EITHER FACE OF STUD, SEE INSTALLATION DETAILS BELOW m - 2x4 OR 2x6 STUD GRADE SPF OR BETTER @ MAX z a 4 X w D o p o Z 16" O.C, UNO. SEE PLAN Pressure W i r WALL o SPLICE WALL SHEATHING OVER N O N M � RIMBOARD. INSTALL (2) ROWS 8d 0 r5z_! 1j/ COMMON NAILS ABOVE AND BELOW (� W ALTERNATE SHEATHING J_ ALTERNATE STRAP SHEATHING SPLICE. OFFSET ROWS ONNECTOR: o CONNECTOR: (MIN 12", MAX 5") AND SPACE NAILS U @ 4" O.C. STAGGERED. 0 Q XTERIOR WALL -� 1Z" x MIN. 18 GAGE \ o CD I COVERING PER SPECS � METAL STRAP @ 48" 4) GAP PER APA RECOMMENDATIONS � TYPICAL WALL SECTION 2" DIA, x 2.1 MIN — EMBEDMENT APPROVED WEDGEANCHOR OR EQUAL @ 48" O.C. MAX W/ 2" SQUARE WASHER ° � a A !� d d 4 TYPICAL ROOF DECK. SEE SHEATHING SPECS, SHEET ST -1 TRUSS OR RAFTER TO TOP PLATE W/ SDWC15600 INSTALLED FROM BELOW PLATE AS SHOWN IN INSTALLATION #1 BELOW. WALL SHEATHING TO TOP PLATE W/ 8d COMMON, SPACING PER TABLE 2 ST -1. 3/4' BETWEEN TOP OF WOOD PANEL AND CENTER OF FASTENERS. PROPERLY WIND LOAD RATED SOFFIT MATERIAL CONTINUOUS @ PERIMETER. SEE TABLE 1: COMPONENT AND CLADDING DESIGN PRESSURES ON SHEET ST -1. -STUD SPACING PER TABLE 3: MAXIMUM EXTERIOR WALL STUD SPACING. ROOF BEARING ONLY. SEE TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS FOR TYPICAL SHEATHING SPECIFICATIONS STUD TO BOTTM PLATE @ HEADER JACK/KING GROUPS AND @ MAX 32" O.C. W/ SDWC15450, SDWC MAY BE INSTALLED TO EITHER FACE OF STUD, SEE INSTALLATION DETAILS BELOW BOTTOM PLATE TO TRUSS @ 24" O.C. W/ SIMPSON SDWC15600 BOTTOM PLATE TO RIBBON BOARD W/10d@6"O.C. WALL SHEATHING TO BOTTOM PLATE W/ 8d COMMON, SPACING PER TABLE 2, ST -1 'ONTINUOUS 2x4 RIBBON BOARD WALL SHEATHING TO TOP PLATE W/ 8d COMMON, SPACING PER TABLE 2, ST -1 TOP PLATE TO TRUSS @ 48" O.C. W/ SIMPSON SDWC15600 STUD SPACING PER TABLE 3: MAXIMUM EXTERIOR WALL STUD SPACING. ROOF AND FLOOR BEARING. NOTE: FLOOR -TO -FLOOR UPLIFT CONNECTION NOI REQUIRED UNDER GABLE TRUSSES AND WHERE COMMON TRUSS SPAN IS 16 -FEET OR LESS. • TWO STORY - STUD TO BOTTOM PLATE a@ HEADER JACK/KING GROUPS AND @ 48" O.C. W/ SDWC15450 • SINGLE STORY - STUD TO BOT T OM PLATE @ HEADER JACK/KING GROUPS AND @ 32" O.C. W/ (2)SDWC15450 • SDWC MAY BE INSTALLED TO EITHER FACE OF STUD, SEE INSTALLATION DETAILS BELOW • ANCHOR BOLT (SEE OPTIONS) W/ NUT AND 2" SQUARE WASHER: • EACH SIDE OF OPENINGS • WITHIN 12" OF END OF PLATE SEGMENTS • MAX 48" O.C. OTHERWISE WALL SHEATHING TO PT SILL PLATE WITH 8d COMMON, SPACING PER TABLE 2, ST -1 !'BETWEEN BOTTOM OF PANEL AND CENTER OF FASTENERS. P BETWEEN a MINIMUM e /MAX /a GA BOTTOM OF PANEL AND TOP OF SLAB. TYPICAL WALL SECTION (SECTIONS AT FOUNDATION ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS) TYPICAL WALL SECTION NOTES: 1. ALL TOP PLATES ARE TO BE BUILT WITH (2)2x_ NO.2 SYP FASTENED W/(2) ROWS 10d @ 8" O.C. STAGGERED (UNO). MINIMUM 48" LAP W/ MINIMUM (20)10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. 2. ALL INTERIOR. LOAD BEARING WALLS TO BE 2x SPF @ MAX 16" O.C., UNO 3. 1ST AND 2ND FLOOR BOTTOM PLATES SHALL BE NO.2 SYP DUE TO FASTENER CAPACITIES. 4. FLOOR -TO -FLOOR UPLIFT CONNECTIONS NOT REQUIRED UNDER JACK AND GABLE TRUSSES, TYPICAL. 5. SEE PLAN FOR ADDITIONAL NON -TYPICAL METAL CONNECTORS AT GIRDERS AND SHEAR WALLS. T REQUIRED AT CRIPPLES BELOW WINDOW SILL BLOCK 6. TYPICAL STUD TO BOTTOM PLATE CONNECTOR NO EXTERIOR SHEATHING TO RESOLVE WALL UPLIFT AND SHEAR AT SILL PLATE. TYPICAL, UNO. SDWC INSTALLATION SPECIFICATIONS, AS PROVIDED BY SCREW MANUFACTURER 1 I STANDARD SDWC ROOF TO WALL INSTALLATION 2"M i n Do not install SDWC in ® hatched area `-SDWC15600 1/z"Min Overhan 1 3/"Max Note: sloped up to and including a Sloped -roof rafters may be 12:12 pitch and must be "birdsmouth" cut. 1 a STANDARD SDWC ROOF TO WALL INSTALLATION RANGE TRUSS TO TOP PLATE W/ SDWC15600 OR H2.5A/T INSTALLED @ INSIDE FACE OF PLATE AS SHOWN* TOP PLATE TO STUD W/ SDWC15600 OR H2.5A/T TYPICAL EXTERIOR WALL STUD ALIGNED DIRECTLY *SEE INSTALLATION #2 BELOW BELOW TRUSS ALTERNATE ROOF -TO -,WALL CONNECTION J I TOP PLATE TO TRUSS @ HEADER ALTERNATE STRAP JACK/KING GROUPS AND @ 24" O.C. W/ CONNECTOR. SEE W I- m I- } w Z l__❑ O 0 m a Z w� w m❑ z m SDWC15600 "METAL FLAT STRAP co U 2ND LEVEL STUD TO TYPICAL EXTERIOR STUD TO TOP PLATE @ HEADER JACK/KING 1ST LEVEL STUD" Co GROUPS AND @ 48" O.C. W/ SDWC15600, SDWC DETAIL I MAY BE INSTALLED TO EITHER FACE OF STUD, SEE INSTALLATION DETAILS BELOW m - 2x4 OR 2x6 STUD GRADE SPF OR BETTER @ MAX z a 4 X w D o p o Z 16" O.C, UNO. SEE PLAN TYPICAL WALL SECTION 2" DIA, x 2.1 MIN — EMBEDMENT APPROVED WEDGEANCHOR OR EQUAL @ 48" O.C. MAX W/ 2" SQUARE WASHER ° � a A !� d d 4 TYPICAL ROOF DECK. SEE SHEATHING SPECS, SHEET ST -1 TRUSS OR RAFTER TO TOP PLATE W/ SDWC15600 INSTALLED FROM BELOW PLATE AS SHOWN IN INSTALLATION #1 BELOW. WALL SHEATHING TO TOP PLATE W/ 8d COMMON, SPACING PER TABLE 2 ST -1. 3/4' BETWEEN TOP OF WOOD PANEL AND CENTER OF FASTENERS. PROPERLY WIND LOAD RATED SOFFIT MATERIAL CONTINUOUS @ PERIMETER. SEE TABLE 1: COMPONENT AND CLADDING DESIGN PRESSURES ON SHEET ST -1. -STUD SPACING PER TABLE 3: MAXIMUM EXTERIOR WALL STUD SPACING. ROOF BEARING ONLY. SEE TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS FOR TYPICAL SHEATHING SPECIFICATIONS STUD TO BOTTM PLATE @ HEADER JACK/KING GROUPS AND @ MAX 32" O.C. W/ SDWC15450, SDWC MAY BE INSTALLED TO EITHER FACE OF STUD, SEE INSTALLATION DETAILS BELOW BOTTOM PLATE TO TRUSS @ 24" O.C. W/ SIMPSON SDWC15600 BOTTOM PLATE TO RIBBON BOARD W/10d@6"O.C. WALL SHEATHING TO BOTTOM PLATE W/ 8d COMMON, SPACING PER TABLE 2, ST -1 'ONTINUOUS 2x4 RIBBON BOARD WALL SHEATHING TO TOP PLATE W/ 8d COMMON, SPACING PER TABLE 2, ST -1 TOP PLATE TO TRUSS @ 48" O.C. W/ SIMPSON SDWC15600 STUD SPACING PER TABLE 3: MAXIMUM EXTERIOR WALL STUD SPACING. ROOF AND FLOOR BEARING. NOTE: FLOOR -TO -FLOOR UPLIFT CONNECTION NOI REQUIRED UNDER GABLE TRUSSES AND WHERE COMMON TRUSS SPAN IS 16 -FEET OR LESS. • TWO STORY - STUD TO BOTTOM PLATE a@ HEADER JACK/KING GROUPS AND @ 48" O.C. W/ SDWC15450 • SINGLE STORY - STUD TO BOT T OM PLATE @ HEADER JACK/KING GROUPS AND @ 32" O.C. W/ (2)SDWC15450 • SDWC MAY BE INSTALLED TO EITHER FACE OF STUD, SEE INSTALLATION DETAILS BELOW • ANCHOR BOLT (SEE OPTIONS) W/ NUT AND 2" SQUARE WASHER: • EACH SIDE OF OPENINGS • WITHIN 12" OF END OF PLATE SEGMENTS • MAX 48" O.C. OTHERWISE WALL SHEATHING TO PT SILL PLATE WITH 8d COMMON, SPACING PER TABLE 2, ST -1 !'BETWEEN BOTTOM OF PANEL AND CENTER OF FASTENERS. P BETWEEN a MINIMUM e /MAX /a GA BOTTOM OF PANEL AND TOP OF SLAB. TYPICAL WALL SECTION (SECTIONS AT FOUNDATION ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS) TYPICAL WALL SECTION NOTES: 1. ALL TOP PLATES ARE TO BE BUILT WITH (2)2x_ NO.2 SYP FASTENED W/(2) ROWS 10d @ 8" O.C. STAGGERED (UNO). MINIMUM 48" LAP W/ MINIMUM (20)10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. 2. ALL INTERIOR. LOAD BEARING WALLS TO BE 2x SPF @ MAX 16" O.C., UNO 3. 1ST AND 2ND FLOOR BOTTOM PLATES SHALL BE NO.2 SYP DUE TO FASTENER CAPACITIES. 4. FLOOR -TO -FLOOR UPLIFT CONNECTIONS NOT REQUIRED UNDER JACK AND GABLE TRUSSES, TYPICAL. 5. SEE PLAN FOR ADDITIONAL NON -TYPICAL METAL CONNECTORS AT GIRDERS AND SHEAR WALLS. T REQUIRED AT CRIPPLES BELOW WINDOW SILL BLOCK 6. TYPICAL STUD TO BOTTOM PLATE CONNECTOR NO EXTERIOR SHEATHING TO RESOLVE WALL UPLIFT AND SHEAR AT SILL PLATE. TYPICAL, UNO. SDWC INSTALLATION SPECIFICATIONS, AS PROVIDED BY SCREW MANUFACTURER 1 I STANDARD SDWC ROOF TO WALL INSTALLATION 2"M i n Do not install SDWC in ® hatched area `-SDWC15600 1/z"Min Overhan 1 3/"Max Note: sloped up to and including a Sloped -roof rafters may be 12:12 pitch and must be "birdsmouth" cut. 1 a STANDARD SDWC ROOF TO WALL INSTALLATION RANGE TRUSS TO TOP PLATE W/ SDWC15600 OR H2.5A/T INSTALLED @ INSIDE FACE OF PLATE AS SHOWN* TOP PLATE TO STUD W/ SDWC15600 OR H2.5A/T TYPICAL EXTERIOR WALL STUD ALIGNED DIRECTLY *SEE INSTALLATION #2 BELOW BELOW TRUSS ALTERNATE ROOF -TO -,WALL CONNECTION EXTERIOR SHEATHING TO SPAN METAL FLAT'STRAP 2ND LEVEL CONTINUOUS ACROSS FLOR SYSTEM STUD TO 1ST LEVEL STUD ALTERNATE FLOOR -TO -FLOOR UPLIFT FLOOR -TO -FLOOR UPLIFT CONNECTOR NOTE 1. ALL SDWC SCREWS SPECIFIED ON PLAN OR TYPICAL WALL SECTION MAY BE OMITTED W/ ALTERNATE FLOOR -TO -FLOOR UPLIFT CONNECTIONS INCLUSIVE OF ALTERNATE THREADED ROD CONNECTOR PER ADDENDUM 2. ALTERNATE STRAP CONNECTOR APPLIES TO 1ST FLOOR HEADER OR STUD 3. THREADED ROD OR QUICK TIE SYSTEM IS ACCEPTABLE OPTION IN ACCORDANCE WITH SUPPLEMENTARY DESIGN BY APEX TECHNOLOGY. ADDEND JM AVAILABLE UPON REQUEST. MIN 1/2"x10" L -HOOK ANCHOR BOLT DO NOT USE J -BOLT AT HOLD-DOWN CONNECTORS ° MONOLITHIC OR STEMWALL FOOTING d MIN %2" 36 KSI THREADED ROD ADHESIVE (OR APPROVED EQUAL) TO TOP OF WOOD PLATE 4 ° 8" EMBED AT STEMWALL 6" EMBED AT MONOLITHIC MIN 2"Ox 6" TITEN HD OR HILTI KWIK HUS -EZ 2x6 BOTTOM PLATE °d d d ° MONOLITHIC ° D FOOTING ONLY d d d PER PLAN Q APPROVED ADHESIVE , ° ° OR EPDXY ANCHOR ° MIN. ° MIN. ° d A MONOLITHIC OR MIN d d MIN STEMWALL FTG PER 4 PLAN ° %2" 0 SCREW ANCHOR %2" 0 SCREW ANCHOR d d a a %2" DRILL & EPDXY ANCHOR IN 2x6 BOTTOM PLATE IN 2x4 BOTTOM PLATE %2" J -BOLT ANCHOR ° TYPICAL BOTTOM PLA E ANCHOR OPTIONS BOTTOM PLATE ANCHOR NOTES: 1 -HOUR FIRE RATED ASSEMBLIES: 1. ANCHOR REQUIRED ADJACENT TO EACH J;IDE OF OPENING FIRE PROTECTION ASSEMBLIES ARE TO BE DETERMINED BY BUILDER AND ARE UNDER THE 2. TYPICAL ANCHOR BOLT SPACING IS 48" O�., SEE PLAN FOR ENFORCEMENT OF THE BUILDING OFFICIAL. NON -TYPICAL BOLT SPACING. REQUIREMENTS FIRE RATED WALL COVERINGS REQUIRE A MINIMUM OF %" NAIL PENETRATION INTO 3. MINIMUM (2) ANCHORS REQUIRED IN ANY SEGMENT OF BOTTOM PLATE. FRAMING SUPPORTS @ MAX 24" O.C. AN ANCHOR MUST BE PRESENT WITHIN 1�" OF THE END OF ANY PLATE USE GALVANIZED OR STAINLESS FASTENERS IN FIRE PROTECTIVE MATERIALS PER 4. ALL BOLT ANCHOR OPTIONS REQUIRE NU AND 2" SQUARE WASHER. SPECIFIED INSTALLATION DETAIL 5. INTERIOR BEARING NON -UPLIFT WALLS, 11 ENTIFIABLE BY CROSS HATCH WOOD STRUCTURAL PANEL MAY BE INSTALLED BETWEEN FIRE PROTECTION AND DEFINED ON STA, ANCHORS WITHIN 12" OF PLATE ENDS NOT REQUIRED, WOOD STUDS (FBC TABLE 721.1(2), FOOTNOTE L). ANCHORS MUST BE PROVIDED TO MEET R EXCEED MAXIMUM ON 5/8' TYPE X SHEATHING MAY SUBSTITUTE WOOD STRUCTURAL PANEL FOR "TYPICAL CENTER SPACING &MINIMUM (2) ANCHORS PER PLATE SEGMENT. WALL"I INTERIOR OR EXTERIOR ACE OF SPECIFIED WALL L PRIOR TO PLYWOOD MUST BE INSTALLED TOOSBFIRE PROTECTION. ALTERNATE �IA" WSP RIM BOARD SPLICE CONNECTION MIN 1/z" Ox 6" TITEN HD OR HILT] KWIK HUS -EZ 2x4 BOTTOM PLATE 0d MONOLITHIC ° FOOTING ONLY d d OPT. 2x_ LEDGER, ATTACH TO FLOOR TRUSS TOP CHORD W/ 10d @ 6" O.C. TRUSS BY OTHERS 2x4 NO.2 SYP DIAGONAL BRACE @ 48" O.C. DIAGONAL BRACE TO FLOOR TRUSS OR DBL TOP PLATE W/ (3)10d TOE -NAILS AT EACH END. TYPICAL EXTERIOR WALL PARALLEL FLOOR TRUSS GIRDER OR HEADER UPLIFT CONNECTIONS NOT REQ'D @ EXTERIOR WALLS UNDER JACK AND GABLE TRUSSES, O O N 0 Z LL LO 0 W I- m I- } w Z l__❑ O 0 m a Z w� w m❑ z m WALL SHEATHING TO BOTTOM PLATE aw E Q.❑ ❑ WLrn co U O.C. W/ 1'-" x 18 GA. METAL STr24P TYPICAL EXTERIOR Q] I❑QZ DY�o W LL ❑❑�0mWU(n� _j 1h < TYPICAL EXTERIOR OR Co W/ 8d COMMON @ 3" O.C. © -0M nWO f �> 0 m F❑ U - 0 N WALL m INTERIOR LOAD BEARING z a 4 X w D o p o Z GIRDER PER PLAN Pressure W i r WALL o SPLICE WALL SHEATHING OVER N O N M � RIMBOARD. INSTALL (2) ROWS 8d 0 r5z_! 1j/ COMMON NAILS ABOVE AND BELOW (� W ALTERNATE SHEATHING J_ ALTERNATE STRAP SHEATHING SPLICE. OFFSET ROWS ONNECTOR: o CONNECTOR: (MIN 12", MAX 5") AND SPACE NAILS U @ 4" O.C. STAGGERED. 0 Q XTERIOR WALL -� 1Z" x MIN. 18 GAGE \ o CD co COVERING PER SPECS � METAL STRAP @ 48" 4) GAP PER APA RECOMMENDATIONS W TO LAP UPPER AND O.C. W/ MIN (5) NAILS 2x4 � LOWER LEVEL WALLS 12"CONTINUOUS EACH IN UPPER AND RIBBON B_OARD_ Cn Q S SHOWN. MIN (5) J LOWER STUDS/HEADER _ m � AILS PER STUD .75" THICK (MIN) OSB/PLYWOOD RIM TO MATCH FLOOR DEPTH WALL SHEATHING TO TOP PLATE W/ N Q WOOD FLOOR 8d COMMON @ 3" O.C. Cz U TRUSSES BY OTHERS Z —'W EXTERIOR SHEATHING TO SPAN METAL FLAT'STRAP 2ND LEVEL CONTINUOUS ACROSS FLOR SYSTEM STUD TO 1ST LEVEL STUD ALTERNATE FLOOR -TO -FLOOR UPLIFT FLOOR -TO -FLOOR UPLIFT CONNECTOR NOTE 1. ALL SDWC SCREWS SPECIFIED ON PLAN OR TYPICAL WALL SECTION MAY BE OMITTED W/ ALTERNATE FLOOR -TO -FLOOR UPLIFT CONNECTIONS INCLUSIVE OF ALTERNATE THREADED ROD CONNECTOR PER ADDENDUM 2. ALTERNATE STRAP CONNECTOR APPLIES TO 1ST FLOOR HEADER OR STUD 3. THREADED ROD OR QUICK TIE SYSTEM IS ACCEPTABLE OPTION IN ACCORDANCE WITH SUPPLEMENTARY DESIGN BY APEX TECHNOLOGY. ADDEND JM AVAILABLE UPON REQUEST. MIN 1/2"x10" L -HOOK ANCHOR BOLT DO NOT USE J -BOLT AT HOLD-DOWN CONNECTORS ° MONOLITHIC OR STEMWALL FOOTING d MIN %2" 36 KSI THREADED ROD ADHESIVE (OR APPROVED EQUAL) TO TOP OF WOOD PLATE 4 ° 8" EMBED AT STEMWALL 6" EMBED AT MONOLITHIC MIN 2"Ox 6" TITEN HD OR HILTI KWIK HUS -EZ 2x6 BOTTOM PLATE °d d d ° MONOLITHIC ° D FOOTING ONLY d d d PER PLAN Q APPROVED ADHESIVE , ° ° OR EPDXY ANCHOR ° MIN. ° MIN. ° d A MONOLITHIC OR MIN d d MIN STEMWALL FTG PER 4 PLAN ° %2" 0 SCREW ANCHOR %2" 0 SCREW ANCHOR d d a a %2" DRILL & EPDXY ANCHOR IN 2x6 BOTTOM PLATE IN 2x4 BOTTOM PLATE %2" J -BOLT ANCHOR ° TYPICAL BOTTOM PLA E ANCHOR OPTIONS BOTTOM PLATE ANCHOR NOTES: 1 -HOUR FIRE RATED ASSEMBLIES: 1. ANCHOR REQUIRED ADJACENT TO EACH J;IDE OF OPENING FIRE PROTECTION ASSEMBLIES ARE TO BE DETERMINED BY BUILDER AND ARE UNDER THE 2. TYPICAL ANCHOR BOLT SPACING IS 48" O�., SEE PLAN FOR ENFORCEMENT OF THE BUILDING OFFICIAL. NON -TYPICAL BOLT SPACING. REQUIREMENTS FIRE RATED WALL COVERINGS REQUIRE A MINIMUM OF %" NAIL PENETRATION INTO 3. MINIMUM (2) ANCHORS REQUIRED IN ANY SEGMENT OF BOTTOM PLATE. FRAMING SUPPORTS @ MAX 24" O.C. AN ANCHOR MUST BE PRESENT WITHIN 1�" OF THE END OF ANY PLATE USE GALVANIZED OR STAINLESS FASTENERS IN FIRE PROTECTIVE MATERIALS PER 4. ALL BOLT ANCHOR OPTIONS REQUIRE NU AND 2" SQUARE WASHER. SPECIFIED INSTALLATION DETAIL 5. INTERIOR BEARING NON -UPLIFT WALLS, 11 ENTIFIABLE BY CROSS HATCH WOOD STRUCTURAL PANEL MAY BE INSTALLED BETWEEN FIRE PROTECTION AND DEFINED ON STA, ANCHORS WITHIN 12" OF PLATE ENDS NOT REQUIRED, WOOD STUDS (FBC TABLE 721.1(2), FOOTNOTE L). ANCHORS MUST BE PROVIDED TO MEET R EXCEED MAXIMUM ON 5/8' TYPE X SHEATHING MAY SUBSTITUTE WOOD STRUCTURAL PANEL FOR "TYPICAL CENTER SPACING &MINIMUM (2) ANCHORS PER PLATE SEGMENT. WALL"I INTERIOR OR EXTERIOR ACE OF SPECIFIED WALL L PRIOR TO PLYWOOD MUST BE INSTALLED TOOSBFIRE PROTECTION. ALTERNATE �IA" WSP RIM BOARD SPLICE CONNECTION MIN 1/z" Ox 6" TITEN HD OR HILT] KWIK HUS -EZ 2x4 BOTTOM PLATE 0d MONOLITHIC ° FOOTING ONLY d d OPT. 2x_ LEDGER, ATTACH TO FLOOR TRUSS TOP CHORD W/ 10d @ 6" O.C. TRUSS BY OTHERS 2x4 NO.2 SYP DIAGONAL BRACE @ 48" O.C. DIAGONAL BRACE TO FLOOR TRUSS OR DBL TOP PLATE W/ (3)10d TOE -NAILS AT EACH END. TYPICAL EXTERIOR WALL PARALLEL FLOOR TRUSS GIRDER OR HEADER UPLIFT CONNECTIONS NOT REQ'D @ EXTERIOR WALLS UNDER JACK AND GABLE TRUSSES, O O N 0 Z LL LO 0 W I- m I- } w Z l__❑ O 0 m a Z w� w m❑ z m O aw E Q.❑ ❑ WLrn co U O.C. W/ 1'-" x 18 GA. METAL STr24P It LO Q] I❑QZ DY�o W LL ❑❑�0mWU(n� _j 1h < Q E m_j m m F� E z w Q w ❑ Q � Co © -0M nWO f �> 0 m F❑ U - 0 AND BEAM � 00 m O d') z a 4 X w D o p o Z GIRDER PER PLAN Pressure W i r treated sill o Porter Residence N O N M � DESIGNED: 0 LL (� W J_ Q o :D U 0 Q -� o CD co O 4) W Cn Q -r- J _ m � W ]Y N Q Cz U Z —'W W IY TYPICAL EXTERIOR OR 0 Z O O } X0 Z 2❑ 0 W I- m I- } w Z l__❑ O 0 m a Z w� w m❑ z m O aw E Q.❑ ❑ WLrn co IL W Q w 0 Q p w 1 I I w Z U O.C. W/ 1'-" x 18 GA. METAL STr24P It LO Q] I❑QZ DY�o W LL ❑❑�0mWU(n� _j 1h < Q E m_j m m F� E z w Q w ❑ Q � W/ MIN (5) NAILS EACH IN STUD © -0M nWO f �> 0 m F❑ U - 0 TYPICAL EXTERIOR OR 0 Z 0aw❑ ww_jOwm-Om INTERIOR LOAD BEARING WALL 0 W I- m I- } w Z l__❑ O 0 m a Z w� w m❑ z m STUD TO BEAM OR TRUSS @ 48" Y_ co IL W Q w 0 Q p w 1 I I w Z U O.C. W/ 1'-" x 18 GA. METAL STr24P 778 Vecuna Drive Z Q E m_j m m F� E z w Q w ❑ Q � W/ MIN (5) NAILS EACH IN STUD (+7 F ❑ ❑ ° ❑ Z w I D � pwzazfw -OWJ AND BEAM � 00 Ewwl 0 D w -WOOD BEAM OR TRUSS z a 4 X w D o p o Z GIRDER PER PLAN Pressure W -?OwH �zQ1 wN_I� \� I LU wwZ XQw�QI L`Z wwQ�a2i-0010-z-ww z_I}wQ0zZa❑❑❑Qwz MASA TO TOP OF Z 0 � � D 0 U Z}� m w d� m z Z - BOTTOM PLATE W/ (6) Z W W j - W� Q w W 3 W U 10dx11/z,. W w?O�t�wC7�w��WO� Q IQz}zIQn-oHQ_ i 2NU FLOOR WALL TO BEAM/GIRDER OR HEADER o I- Z I Z FF- Sz� Z=° w o z Q Optimal 221/2° 0° 10° 2" minimum 30° edge distance for full values (with or without i a plate splice) / Max -1 I/ Offset Y4" from - top plate splice SDWC15600 for full values Rfter to Top Plate shown Tquss to Top Plate similar 2 OPT. SDWC INSTALLATION-TRUSSRAFTER ALIGNED WITH STUD 2a OPT. SDWC INSTALLATION Rafter or Truss Splice may be in - upper or lower plate 3 SDWC MIN. EDGE DISTANCE FOR TOP PLATE S (SIM FOR STUD TO TOP PLATE CONNECTION) **NOTE TO FRAMER** MAX (1) SDWC TO NARROW FACE OF F CH STUD, (2) SDWC TO NARROW FACE OF STUD REQUIRES (2) STUDS MASA TO SIDE OF BOTTOM PLATE W/ (3) 10dx12" MASA SET 2" TO THE INSIDE OF SLAB. MONOLITHIC FOOTING ONLY MASA ANCHOR STRAPPING METHOD FOR UPPER LEVEL FRAMING TO BEAM (OR GIRDER) KING STUDS: EACH KING STUD TO BEAM/HEADER BELOW WITH MSTA36 (OR CS18) WITH (18)10d. SHEARWALLS: DOUBLE STUD AT SHEARWALL ENDS TO BEAM/HEADER BELOW PER SW SHEAR WALL SCHEDULE ON SHEET ST -1 **WHEN FLOOR SYSTEM EXCEEDS 16" DEPTH USE SIMPSON CS18 EXCLUSIVELY** 0 0hw-z3Nau�iQ0�7��U0 J LL Z SHEET NO.: H ST -5 � TYPICAL WALL a SECTION W' O JOB NO.: ALTERNATE SECTIONS AT FLOOR AT009311 **NOTE TO FRAMER** MAX (1) SDWC TO NARROW FACE OF EACH STUD, (2) SDWC TO NARROW FACE OF STUD REQUIRES (2) STUDS SDWC15450 at sill plate connection = J H/J M L 10° 0° Finish: Black E- CoatTM U Optimal 22%2° W F- REVIEWED: Note: Sill plate anchor to foundation not shown for clarity. X 11 SDWC STUD -TO -SILL PLATE CONNECTION W Q REVISIONS DATE Q } m "min 4" n mn -y4" in 0 W • "n ED 7 Optimal 22 2° SDWC15450 30° 10° o° O MIN %2' EDGE W 6L M DISTANCE 2 Q Z —) 3" +/-A" U) MIN %2' EDGE O i.— STRUCTURAL ENGINEERING DISTANCE SDWC15600 (1) SDWC (2) SDWC U ,`,`�1 1111111 ` , SDWC15600 Note: Stud -to -Bottom Plate shown. All other installations similar. LL �� 1 LA ,c�. 13 SDWC EDGE DISTANCE AND SPACING INFORMATION •E • •S !�'•�',�ji 4 OCONNED TION THROUGOP PLATE IDWC H NARROW FACE 4a AT NARROW FACEOOF ETUDE 112 TOHROUDGH NAR OW FACE AT FDN ONNECTION Q •• y\ , ,. No 51 6 •'10. y. STAT OF • METAL CONNECTOR ENGINEERING 10-16-2018 0 SUBDIVISION: Y_ 778 Vecuna Drive L- Atlantic Beach, FL. LOT NO.: n,/ 44 -2�4 U Z -- Pressure i 0 FLOOR PLAN: treated sill o Porter Residence .•'L' Z DESIGNED: SDWC15450 at sill plate connection = J H/J M L 10° 0° Finish: Black E- CoatTM U Optimal 22%2° W F- REVIEWED: Note: Sill plate anchor to foundation not shown for clarity. X 11 SDWC STUD -TO -SILL PLATE CONNECTION W Q REVISIONS DATE Q } m "min 4" n mn -y4" in 0 W • "n ED 7 Optimal 22 2° SDWC15450 30° 10° o° O MIN %2' EDGE W 6L M DISTANCE 2 Q Z —) 3" +/-A" U) MIN %2' EDGE O i.— STRUCTURAL ENGINEERING DISTANCE SDWC15600 (1) SDWC (2) SDWC U ,`,`�1 1111111 ` , SDWC15600 Note: Stud -to -Bottom Plate shown. All other installations similar. LL �� 1 LA ,c�. 13 SDWC EDGE DISTANCE AND SPACING INFORMATION •E • •S !�'•�',�ji 4 OCONNED TION THROUGOP PLATE IDWC H NARROW FACE 4a AT NARROW FACEOOF ETUDE 112 TOHROUDGH NAR OW FACE AT FDN ONNECTION Q •• y\ , ,. No 51 6 •'10. y. STAT OF • METAL CONNECTOR ENGINEERING 10-16-2018 f Z_ EDGE NAIL SHEATHING @ 3" O.C. IN HATCHED AREA SHOWN AND ANY VERTICAL PANEL BREAKS ABOVE WINDOW OPENING IF ANY ARE PRESENT -TRUSS TO TOP PLATE PER TYPICAL WALL SECTION, U.N.O. PER ARCH. DRAWINGS 11 PER ARCH. DRAWINGS GAD MAX 36.5" R.O. (1) DIAGONAL BRACE PER (10) TRUSSES APPLIED TO fl OPTIONAL INSTALL PROVIDED EXTERIOR WALL BRACE SUBSTITUTE OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT SHEATHING IS CONTINUOUS o o T OR L ABOVE OPENING, CRIPPLE STUD 2x4 BETWEEN TOP PLATE AND -j (1)2x4 HEADER SILL MAY BE OMITTED o p (CLR). QUANTITY AND LOCATION AND SHEATHING SHALL BE EDGE (2)2x4" 2x6 NAILED TO EITHER KING STUD f -- - - TT --� WSP HEADER DETAILS (ELEVATION VIEW) NOTE: EXTERIOR WOOD STRUCTURAL PANEL WALL COVERING SERVES AS HEADER OVER OPENING AS INDICATED ON PLAN BEAM ABOVE PER PLAN. 3/g" x 4" EMBED ANCHOR BOLT W/ 2" SQUARE WASHER REQUIRED IN THIS PLATE ONLY. I I SINGLE STUD TYPICAL (3) CORNERS. STUD MAY BE ORIENTED IN EITHER DIRECTION. L"J PT NO 2 SYP BOTTOM PLATE TYP ALL (4) SIDES. BEAM (OR GABLE TRUSS) ABOVE PER PLAN. • '/16" OSB FASTENED TO STUDS W/ 8d COMMONS @ 3" O.C. ALONG PANEL EDGES. DBL STUD GROUP TO SLAB W/LTT20B OR DTT2Z. DBL STUD SUPPORTING BEAMS. EACH BEAM TO STUD GROUP W/ HTS20 OR MSTA24. TYPICAL BOX COLUMN DETAIL * ACTUAL BEAM ORIENTATIONS MAY VARY * (DETAIL MAY BE USED ON COLUMNS 8" OR GREATER) NOTE: PER THE FBC 6th EDITION (2017) 2304.12 PROTECTION AGAINST DECAY AND TERMITES, THE BOX COLUMN FRAMING SHOWN IS TO BE FRAMED ACCORDING TO ONE OF THE FOLLOWING TWO OPTIONS: OPT #1 - BOX COLUMN SHOWN IS TO BE INSTALLED WITH A MIN 6" HORIZONTAL SEPARATION FROM THE EDGE OF THE CONCRETE FOUNDATION OR 8" VERTICAL SEPARATION FROM GRADE. OPT #2 - BOX COLUMN SHOWN IS TO BE INSTALLED WITHOUT THE SPECIFIED SEPARATION ACCORDING TO OPT #1, AND MUST BE FRAMED AND SHEATHED WITH PRESERVATIVE -TREATED MATERIAL. KING AND JACK STUDS PER ENGINEERING �— GARAGE DOOR BUCK/JAMB NAILED TO STUDS W/ (2) 16d COMMON OR 12d CC NAILS @ 16" O.C. WEATHER STRIPPING/STOP GARAGE DOOR ---------------J 2x6 SYP GOAL POST ATTACHED TO STUDS W/ (2) ROWS OF 3-%" NOTE: GALV DECK SCREWS @ 12" O.C. IN LIEU OF SPECIFIED DECK SCREWS FOR GOAL POST ATTACHMENT, THE GARAGE DOOR SUPPLIER MAY SPECIFY A FASTENING GARAGE DOOR TRACK ATTACHED PATTERN OF THE GARAGE DOOR TRACK PER MANUF WRITTEN DIRECTLY TO THE KING AND JACK STUDS, SPECIFICATIONS THROUGH THE GOAL POST. GARAGE DOOR JAMB DETAIL ,NG SPF SCAB W/ (20) 10d TO ER STUD ONLY WHEN HOLD IS ARE SPECIFIED ON PLAN. _ - 'F CORNER STUDS ALTERNATE CORNER DETAIL HTT5 AT CORNER 2X6 STUD PACK 2x4 SHEATH INSIDE FACE ONLY IF NOTED ON MIN 36" SCAB W/ (20) 10d TO FRAMING PLAN. ACCEPTABLE TO STOP hv— FULL HEIGHT CORNER STUD SHEATHING AT GOAL POST I x FASTEN STUDS TO CORNER o • O X STUD GROUP W/ (2) ROWS 10d @ JACK AND KING STUDS. SEE PLAN FOR QUANTITIES. GARAGE RETURNS TO BE FRAMED AS 2x6. EACH JACK TO HEADER W/ SIMPSON MSTA24. FASTEN SHEATHING TO GARAGE RETURN STUDS, TOP PLATE, AND BOTTOM PLATE AS SHOWN W/ 8d COMMON AT 3" O.C. N I IT PLAN VIEW AT HEADER 16" 3/a' DIA. ALL -THREAD W/ 2" ROUND WASHER DRILLED AND EPDXIED INTO CONCRETE W/ 7" EMBED INSTALL (1) SIMPSON HTT5 AT HEADER END OF RETURN, AS SHOWN. SEE ALTERNATIVE HOLDOWN OPTIONS IN NOTE BELOW. H Z Z_ w = w m w 6" O.C., STAGGERED. STOP NAILS AT BOTTOM 24" OF STUD FOR CONNECTOR INSTALLATION OPTIONAL HTT5 AT CORNER STUD PACK INSTALLED IN GARAGE WALL ILO SIDE WALL. EXTERIOR WALL SHEATHING AT CORNER ADDITIONAL WALL STUDS @ MAX 16" O.C. AS REQUIRED (3) STUDS MINIMUM AT CORNER Z Z_ w Lu �2 Lu ELEVATION VIEW INSTALL (1) SIMPSON HTT5 AT CORNER END OF RETURN OR IN RETURN WALL AT CORNER END. SEE ALTERNATIVE HOLDOWN OPTIONS IN NOTE BELOW. BOTTOM PLATE MONOLITHIC FOOTING OR STEMWALL. G1)GARAGE RETURN ALTERNATIVES FOR THIS APPLICATION & DETAIL ONLY: (1) STHD14 = (1) 1 ITT5 (MONOLITHIC) (2) PA51 = (1) HTT5 (STEMWALL) (2)'/4 x 2-%" TAPCONS = (1) ANCHOR BOLT T -BRACE FASTENED TO WEB W/ 10d AT 6" O.C. (1) DIAGONAL BRACE PER (10) TRUSSES APPLIED TO fl BRACE SUBSTITUTE OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT U) SIZE CLR T OR L APPROXIMATE 45° ANGLE TO NO LESS THAN (3) TRUSSES. 2x4 1:ROW II II II II CONTINUOUS LATERAL RESTRAINT (1)2x4 2x42WS 0 (CLR). QUANTITY AND LOCATION 2x6 (2)2x4" 2x6 DEFINED BY TRUSS SHOP DRAWING. 1 ROW 2x4 (1)2x6 2x6 N 2 ROWS 2x6 (2)2x4 2x8 THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES 1 ROW 2x6 Co 2x8 00 J LJ._ (2)2x6* APPLIED TO EITHER IF LATERAL RESTRAINT MUST BE ^ SIDE OF WEBS MADE OF MORE THAN ONE PIECE, L U DO SO WITH OVERLAPPING BRACES SUBDIVISION: 778 Vecuna Drive o LIKE THIS (TYP EVERYWHERE 00 Atlantic Beach, FL. m Q LOT NO.: NO 2 SYP DOUBLE TOP PLATE 0 0 TRUSSES NEEDING BRACING CV CV N ce) O J U LATERAL BRACING - MULTIPLE TRUSSES LL � 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO) w 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY J Q CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. A, 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS Z NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. O 4. ALL FASTENERS SHOWN ARE .131" x 3" LONG (UNO). U) 5. DESIGNED PER BCSI-B3, 2007. Y ^ Q O 11% O O T -BRACE FASTENED TO WEB W/ 10d AT 6" O.C. __j L -BRACE FASTENED TO 0 WEB W/ 10d AT 6" O.C. (n SINGLE TRUSS BRACING } 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL () RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE Z SCAB BRACE FASTENED TO WEB BRACING METHOD IS DESIRED. w EB W/ 10d AT 6" O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T -BRACING, L -BRACING, OR 0 WE-IFB BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. w REQUIRED, APPLY (1) BRACE 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND O CD TO EACH FACE OF WEB. GRADE AS WEB TO BE BRACED. O XO z 2p PERMANENT WEB BRACING O w w 0 07 a D p Q Z� a m Q D M ❑ w a Q Z Lf) WD0Z I Z�u70wuMff ~ Q F W O m Q Q j w LL 0 ROOF DECK O W W ❑ ul w wC1 Ij ull to ❑❑ma 1 -It �wZ�p TRUSSES PARALLEL TO WALL: ROOF TRUSS U) Z a p a w w w LO m❑ Z O 2x4 SPF (MIN) NAILER FASTENED OR RAFTER w Q IL Q C7 [n I w w N I w TO DBL TOP PLT W/ 10d @ 3" O.C. 2x4 SPF (MIN) BLOCKING Z Q I I- w a � � Z w Q a BETWEEN EACH TRUSS. I ❑ Q ❑ a ❑ Z w a ❑ ❑ TRUSS PERPENDICULAR TO WALL: FASTEN T O BEAM w/ 10d � 0 w Z a Z� w- 0 w J O Q a 2x4 SPF (MIN) BLOCKING @ 4" O.C. w I � w 0 0 ❑ w BETWEEN EACH TRUSS. FASTEN m Z a Q X w❑ 0 p N 1 0 Z TO DBL TOP PLT W10d @ 4" O.C. TRUSS TO LIJAr%A EE Z 0 w F Z Q w m_ m 17 w/O DWC LA E 600 w LL w a Q a w Iw- 0 ULl � m' w w ZI�ZQ0Z?a000 W U L9 Uz aww° D ZZII ff PORCH CEILING Z w w 0 Q m Z-� Q Z 3 Q SHEATHING PER - w w o L] TABLE 2, SHEET ST -1 F a z I Z wO 0 w E a 2x WALL FRAMING — Z 0 1 w0ZQ CONTINUOUS LATERAL RESTRAINT WEB BRACE SUBSTITUTE WEB MEMBER SPECIFIED ALTERNATE BRACING U) SIZE CLR T OR L SCAB 2x4 1:ROW 2x4 (1)2x4 2x42WS 0 ST -6 2x6 (2)2x4" 2x6 r 1 ROW 2x4 (1)2x6 2x6 STRUCTURAL 2 ROWS 2x6 (2)2x4 2x8 THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES 1 ROW 2x6 (1)2x8 2x8 2 ROWS I 2x6 (2)2x6* __j L -BRACE FASTENED TO 0 WEB W/ 10d AT 6" O.C. (n SINGLE TRUSS BRACING } 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL () RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE Z SCAB BRACE FASTENED TO WEB BRACING METHOD IS DESIRED. w EB W/ 10d AT 6" O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T -BRACING, L -BRACING, OR 0 WE-IFB BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. w REQUIRED, APPLY (1) BRACE 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND O CD TO EACH FACE OF WEB. GRADE AS WEB TO BE BRACED. O XO z 2p PERMANENT WEB BRACING O w w 0 07 a D p Q Z� a m Q D M ❑ w a Q Z Lf) WD0Z I Z�u70wuMff ~ Q F W O m Q Q j w LL 0 ROOF DECK O W W ❑ ul w wC1 Ij ull to ❑❑ma 1 -It �wZ�p TRUSSES PARALLEL TO WALL: ROOF TRUSS U) Z a p a w w w LO m❑ Z O 2x4 SPF (MIN) NAILER FASTENED OR RAFTER w Q IL Q C7 [n I w w N I w TO DBL TOP PLT W/ 10d @ 3" O.C. 2x4 SPF (MIN) BLOCKING Z Q I I- w a � � Z w Q a BETWEEN EACH TRUSS. I ❑ Q ❑ a ❑ Z w a ❑ ❑ TRUSS PERPENDICULAR TO WALL: FASTEN T O BEAM w/ 10d � 0 w Z a Z� w- 0 w J O Q a 2x4 SPF (MIN) BLOCKING @ 4" O.C. w I � w 0 0 ❑ w BETWEEN EACH TRUSS. FASTEN m Z a Q X w❑ 0 p N 1 0 Z TO DBL TOP PLT W10d @ 4" O.C. TRUSS TO LIJAr%A EE Z 0 w F Z Q w m_ m 17 w/O DWC LA E 600 w LL w a Q a w Iw- 0 ULl � m' w w ZI�ZQ0Z?a000 W U L9 Uz aww° D ZZII ff PORCH CEILING Z w w 0 Q m Z-� Q Z 3 Q SHEATHING PER - w w o L] TABLE 2, SHEET ST -1 F a z I Z wO 0 w E a 2x WALL FRAMING — Z 0 1 w0ZQ PORCH BEAM w U) Cn Q PORCH BEAM TO POST: i J LO a SHEATHING ED 0 ST -6 w OR DTT2Z F__ r N Q r STRUCTURAL __j L -BRACE FASTENED TO 0 WEB W/ 10d AT 6" O.C. (n SINGLE TRUSS BRACING } 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL () RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE Z SCAB BRACE FASTENED TO WEB BRACING METHOD IS DESIRED. w EB W/ 10d AT 6" O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T -BRACING, L -BRACING, OR 0 WE-IFB BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. w REQUIRED, APPLY (1) BRACE 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND O CD TO EACH FACE OF WEB. GRADE AS WEB TO BE BRACED. O XO z 2p PERMANENT WEB BRACING O w w 0 07 a D p Q Z� a m Q D M ❑ w a Q Z Lf) WD0Z I Z�u70wuMff ~ Q F W O m Q Q j w LL 0 ROOF DECK O W W ❑ ul w wC1 Ij ull to ❑❑ma 1 -It �wZ�p TRUSSES PARALLEL TO WALL: ROOF TRUSS U) Z a p a w w w LO m❑ Z O 2x4 SPF (MIN) NAILER FASTENED OR RAFTER w Q IL Q C7 [n I w w N I w TO DBL TOP PLT W/ 10d @ 3" O.C. 2x4 SPF (MIN) BLOCKING Z Q I I- w a � � Z w Q a BETWEEN EACH TRUSS. I ❑ Q ❑ a ❑ Z w a ❑ ❑ TRUSS PERPENDICULAR TO WALL: FASTEN T O BEAM w/ 10d � 0 w Z a Z� w- 0 w J O Q a 2x4 SPF (MIN) BLOCKING @ 4" O.C. w I � w 0 0 ❑ w BETWEEN EACH TRUSS. FASTEN m Z a Q X w❑ 0 p N 1 0 Z TO DBL TOP PLT W10d @ 4" O.C. TRUSS TO LIJAr%A EE Z 0 w F Z Q w m_ m 17 w/O DWC LA E 600 w LL w a Q a w Iw- 0 ULl � m' w w ZI�ZQ0Z?a000 W U L9 Uz aww° D ZZII ff PORCH CEILING Z w w 0 Q m Z-� Q Z 3 Q SHEATHING PER - w w o L] TABLE 2, SHEET ST -1 F a z I Z wO 0 w E a 2x WALL FRAMING — Z 0 1 w0ZQ (2)MSTA36/MS36 TO INSIDE Ur FLOOR PLAN: OR OUTSIDE FACE OF WALL 611 +� I I 0 Porter Residence NO 2 SYP DOUBLE Q TOP PLATE I Z DESIGNED: JH/JML w I— REVIEWED: X INSTALL DBL 2x_ BLOCKING ww IN FIRST TWO STUD SPACES. FASTEN SHEATHING TO Q REVISIONS DATE BLOCKING WITH 8d COMMON Q @ 3" O.C. -7 QTLB, U.N.O. I IF ADDITIONAL UPLIFT m ANCHOR IS INSTALLED 0 AS SHOWN, OMIT SPH w CONNECTION AT DOUBLE Z TOP PLT O FASTEN STUDS TOGETHER w W/ (1) ROW 10d @ 4" O.C. Q Z I � QTLB, U.N.O. :D I O STRUCTURAL ENGINEERING I U ,` IIIIIIIII I ILL `��? , �• • i LAN/F O N C0 •' • \- No 166 Ad THIS DETAIL APPLIES TO STRAIGHT RUNS OF EXTERIOR WALL C AND SW. THIS DOES NOT APPLY TO 45 -DEGREE OR Ljj 90 -DEGREE CORNERS. ST E O F • 4o CHANGE IN PLATE HEIGHT E- 'o 19 ••.... X ,,��, jC N A\ %0** Q METAL CONNECTOR ENGINEERING 10-16-2018 PORCH BEAM UZamz?n13o ---3rouco� PORCH BEAM TO POST: -J LL SHEET NO.: WOOD STRUCTURAL (1) MSTA24 Z SHEATHING POST TO SLAB: ABU POST BASE ANCHOR 0 ST -6 OR DTT2Z F__ (UNLESS NOTEDOTHERWISE) � STRUCTURAL TYPICAL PORCH SHEATHING DETAIL THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES 0- DETAILS UNLESS NOTED OTHERWISE. cr_ Q JOB NO.: AT009311 Q SUBDIVISION: 778 Vecuna Drive o Atlantic Beach, FL. Q LOT NO.: NO 2 SYP DOUBLE TOP PLATE 0 (2)MSTA36/MS36 TO INSIDE Ur FLOOR PLAN: OR OUTSIDE FACE OF WALL 611 +� I I 0 Porter Residence NO 2 SYP DOUBLE Q TOP PLATE I Z DESIGNED: JH/JML w I— REVIEWED: X INSTALL DBL 2x_ BLOCKING ww IN FIRST TWO STUD SPACES. FASTEN SHEATHING TO Q REVISIONS DATE BLOCKING WITH 8d COMMON Q @ 3" O.C. -7 QTLB, U.N.O. I IF ADDITIONAL UPLIFT m ANCHOR IS INSTALLED 0 AS SHOWN, OMIT SPH w CONNECTION AT DOUBLE Z TOP PLT O FASTEN STUDS TOGETHER w W/ (1) ROW 10d @ 4" O.C. Q Z I � QTLB, U.N.O. :D I O STRUCTURAL ENGINEERING I U ,` IIIIIIIII I ILL `��? , �• • i LAN/F O N C0 •' • \- No 166 Ad THIS DETAIL APPLIES TO STRAIGHT RUNS OF EXTERIOR WALL C AND SW. THIS DOES NOT APPLY TO 45 -DEGREE OR Ljj 90 -DEGREE CORNERS. ST E O F • 4o CHANGE IN PLATE HEIGHT E- 'o 19 ••.... X ,,��, jC N A\ %0** Q METAL CONNECTOR ENGINEERING 10-16-2018 H.B. 0 I Q0 RH N I N TEMPERED R308.4.5. II 2 4050 S.H. - , 0 7'0" HDR. �I 1 NOTE ENGINEER TO VERIFY INTERIOR ROOF TRUSS BEARING WITH THE ROOF TRUSS ENGINEERING PRODUCED SPECIFICALLY FOR THIS PROJECT. ENGINEER TO VERIFY EXTERIOR LOAD BEARING PAD SIZES & LOCATION. GAS W.H. 4.- 4" CONC. PAD 23'-4" 38'-8" 33'- 0" 5,_ 8„ 13'-6" 4'-2» =8„ -4'-0 _0" _ _9'-0 _ 2'- 6 10'-2" 10'-4" 10'-6" " 2050 S.H. 7'0" HDR. _—I ------- —------------ 3060 S.H. 3060 S.H. RE -WIRE PRE -PLUMB i HMP. GL � 8'0" HDR. ® 8'0" HDR. FUTURE WETBAR COV'D. 1 PATIO 1 UJ 10 CLG. �0 I 1 0 PERE 2 zo 33'6X996» I I I I R 4.5 BENCH °' �-V) � I I oo 4, 2» 7,_2» - 8' -0 - - _t3'- 6 2'-6" 3'-8 I I 3,-6» -4" - �- I I H.B. O , 868 T.OWNER'S `� 3040 S.H. B F F. I SUITE Ln ©$ 0 HDR. N TUB A H 10 CLG. CAB ABV. °°° I I 8080 S.G.D. 2-3060 F.G. LINEN 13' x 15' r — _ — J `SI K' ; D W i @ 8'0" HDR. FR DR. 0 Op 1 _ 1 0 0 I I LF) n O so 1 CL - 9 CLG U) F X I � LINEN41�5246$ I 4'X4' ISLAN GREAT RM. PKT. 4 I W/ 12 O.H. sr I= Q0 10' CLG. v, A/c I 1 o I16' x 18' 1 00 -I . R F. o �N BEDRM. 3 C. -0 112 O.H. 9 CLG. of 0 -)o _ N ' 11x12' Stor. o N � 9CLG.T- AN RY R. SH. E 3050 S.H. I ® 7'0" HDR. -0 8 -2" 8'-4" 2'-8" 1'-2" 3'-0'> �'-10" --- - 9'-10" 4'-4'> 3,- >, - o o I O II 2 "x48'1 INN 8' C.O. `b� 5068 B.P. PROVIDE P.V.C. CHASE — FOR A/C AS REQ'D.ATTI f 1' F Y R 0 z X00 0 - _------- 4� A�CES� 1'X I B.F.F. I 1 I z R.&SH. N L — J080 FR. R � '- R.&SH. 00 _ 5068 B.P. 0 DE77_ pO II �6d� a -3050 S.H. _ BAY 4„ 9 CLG. @ 7'0" HDR. GA ,AGE B — 9 LG. N 1 u r 0 1 E N 1�R Y- 22'4%22' N _ 0 1 CLG. 0 M. 2 I 1 I � I BEDR M w I 30 0 F. . it , o� 9 CLG. I - "CD < m) 4' 11' 7'0 HDzo 0 T B WW 12 X 1 1 1 V) a. 11'-4" 4'-2"- -t o 3-2050 F.G. @ 7'0" HDR. H. Bib ------ _I I I 16',,7' O.H. GAR. DR. _6> 8'-4" -6' II 3'-8'> 0 4o -111'-4" 4'-6" 4'-0"_ ),2 _6" 2' =6" _4'-0" 3'-8" 16'-0" 9'-10" _ 4z - - 25'-8'> 13'-0 7.1 23'-4" 62'-0" NOTES: 2— INDICATES NUMBER OF DOORS. 2— INDICATES NUMBER OF WINDOWS. FR — FRENCH DOORS SL — SIDE LIGHT FG — FIXED GLASS TR — TRANSOM GB — GLASS BLOCK PKT — POCKET DOOR OBS — OBSCURED GLASS TEMP — TEMPERED GLASS SH — SINGLE HUNG DH — DOUBLE HUNG HR — HORIZONTAL ROLLER BP — BYPASS SPECIALTY WINDOWS/DOORS, FIXED GLASS WINDOWS, AND TRANSOMS ARE NOTED ON PLANS. FBC-R NOTES GARAGE: 1. THE DOOR BETWEEN THE GARAGE AND THE RESIDENCE SHALL BE A 2'8" SELF—CLOSING DOOR WITH A MINIMUM FIRE RATING OF 20 MINUTES. 2, ALL DUCTS IN THE GARAGE SHALL BE A MINIMUM OF 26 GA. SHEET STEEL, 3. DRYWALL ON THE GARAGE SIDE OF THE WALL SEPARATING THE GARAGE AND THE RESIDENCE SHALL BE 1/2" GYPSUM BOARD. 4. DRYWALL ON THE GARAGE CEILING SHALL BE 1/2" GYPSUM BOARD. IF THERE IS A HABITABLE ROOM ABOVE THE GARAGE, THE GARAGE CEILING DRYWALL SHALL BE 5/8" "TYPE X" GYPSUM BOARD AND ALL SUPPORTING WALLS SHALL..HAVE 1/2" GYPSUM BOARD. A/C COMPRESSOR AND PAD MOUNTING: THE COMPRESSOR SHALL BE ANCHORED TO PAD WITH 0.145 DIA. X 1 1/2" LENGTH, MECHANICAL FASTENERS WITH GASKETED WASHERS (ANCHORS). FOR UNITS BETWEEN 12" AND 24" INSTALL 2 ANCHORS PER SIDE (8 TOTAL). FOR UNITS BETWEEN 24" AND 36" INSTALL 3 ANCHORS PER SIDE (12 TOTAL). A SINGLE COMPRESSOR PAD SHALL BE 48"X48"X 3 1/2" THICK, 3000 P.S.I. CONC. WITH FIBERMESH. A DOUBLE COMPRESSOR PAD SHALL BE 48"X96"X 3 1/2" THICK, 3000 P.S.I. CONC. WITH FIBERMESH. t R VI i BP# l�Iiii..S / - 382- DATE &ZDATE SIGNED yy) Area Tabulations Living: 1st floor: 1728 sf 2nd floor: N/A sf Total Living: 1728 sf entry: 102 sf .s c revisions g 8.31.18 ORIGINAL 9.26.18 REV. 0 12.4.18 REV 2 sf �o other: N/A sf Total Area: 2735 sf = VOLUME I"4 Patio: 318 sf garage: 587 sf �o other: N/A sf Total Area: 2735 sf = VOLUME OF ENCLOSED CONDITIONED AREA FOR THE BLOWER DOOR TESTING. �\ WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. Contractors shall verify and be responsible for dimensions and conditions rTl of the job. C Floor Plan - Scale: 1/4"=1'-0" i �o v 7 �\ v a `o rTl C V - S O Oo� OV V � � W :2 Z ; S C `� O v -i z III V slu A �o 0 C v a `o rTl C �/ v a Oo� � � W :2 Z ; __J LL oQ C, z III V U M m 10 C LLJ > U 00 Z a :2 r T v � Av `< O r PL� f 0 lilt - "a ?_u18 r TABLE OF CONTENTS SP 1 -COVER SHEET/ SITE LAYOUT 1 - FLOOR PLAN 2 -EXTERIOR ELEVATIONS, WALL SECTION & ROOF LAYOUT E 1 - ELECTRICAL FIXTURE LAYOUT F I - TYP. FLASHING DETAILS S 1.0 - STRUCTURAL -CURRENT FLORIDA BUILDING CODE -CURRENT PLUMBING FBC -CURRENT MECHANICAL FBC -CURRENT FIRE PREVENTION CODE -CURRENT NATIONAL ELECTRIC CODE -CURRENT ATLANTIC BEACH LAND DEVELOPMENT CODE -WIND SPEED = 130 M.P.H. -THIS BUILDING IS NOT IN THE WIND-BORNE DEBRIS REGION. -EXPOSURE CLASSIFICATION =ENCLOSED BUILDING -BUILDING CLASSIFICATION = CATEGORY II (RESIDENTIAL) -OCCUPANCY CLASSIFICATION: GROUP R3 (RESIDENTIAL) -CONSTRUCTION TYPE: SB (UNPROTECTED, UNSPRINKLERED) -All electrical wiring to be in accordance with current NEC. Provide arc -fault circuit interrupters in accordance with 210.12 -A foundation survey shall be performed and a copy of the survey shall be on site for the building inspectors use prior to framing inspection. w (0 Atlantic on r- i� mei �--�-- Llil ' of \ �\ (01 L 13 20' REAR SETBACK � I FU TUNE POOL � L L28'x10'+/- � Ll 80� 65' X185) 37 27 11W 2735 S.F. BUILDING PAD + 522 S.F. CONC. AREA =3257 S.F. IMPERVIOUS AREA +4243 S.F. PERVIOUS AREA =7500 S.F. TOTAL LOT AREA 36% BUILDING COVERAGE + 7% CONC. COVERAGE =43% TOTAL LOT COVERAGE (IMPERVIOUS AREA) Florida I SILTI FENCE 5' DRAINAGE EA — J SEMENT N OTE: 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. OFFICE COPY REVISION BP# AeS1 k - o U 2 - DATE. DATE_ /2 k SIGNED Legal Description 778 VECUNA DRIVE LOT 13, BLOCK 15, REPLAT OF PART OF ROYAL PALMS UNIT 2A, AS RECORDED IN PLAY BOOK 31, PAGES 16-16D OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. Site Plan Notes 1. This is not a survey. 2. Pool Design and location shown are only suggested. 3. Landscaping design by others. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. Contractors shall verify and be responsible for dimensions and conditions of the job. Site Plan Scale: AS NOTED I 0 revisions m 8.31.18 ORIG 9.26.18 REV. .12.4.18 RE �E v E O c E L d ° v C U O 3 O N CL O U axi "v N a O v a� O C N � ` WL v c v OQ o� '3 O O U I1\\J 0 v E En Q v cn Z LLJ z 0 m .21 < j _0v c 00 z .N U) v rTl < v c 0 O L L r-• N L O O a ° L > O U) U O L 3 0 E 6 2018 L O LK L 0 L C C O T 0 C d ° v C U O O N CL O U N a O a� O C N � ` WL v c v OQ c 0 E En Q �� cn Z LLJ z P4 m .21 < j F— 00 z rTl < v c 0 L a ° U r 0 6 2018 LK 1-4 L O U 3 v C O E 0 V -C U3 drawn by J.M.B. date SEPTEMBER 26, 2018 REV. job no. 18-128 u 0) Sheet no. T :i SP T L �E 0