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278 Seminole Rd RES18-0301 new single-family home permit rt l-L`I r/r, (---- rIIlk , CITY OF ATLANTIC BEACH " "�_`" 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 '1.- .01i1,-)',- RESIDENTIAL - NEW SINGLE FAMILY RESIDENCE MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RES18-0301 Description: Estimated Value: 208423.7 Issue Date: 10/4/2018 Expiration Date: 4/2/2019 PROPERTY ADDRESS: Address: 278 SEMINOLE RD RE Number: 170512 0000 PROPERTY OWNER: Name: LAGNER JENNIFER A Address: 278 SEMINOLE RD ATLANTIC BEACH, FL 32233-4143 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: CBI CONSTRUCTION, INC. Address: 5472 FIRST COAST HWY SUITE 6 FERNANDINA BEACH, FL 32034 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU 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. 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. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. i=-L`lr City of Atlantic Beach ' . :Building Department APPLICATION NUMBER z`� 800 Seminole (To be assigned by the Building Department.) s) Road (-c) l g .o3C51 �,, Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 .� ; -ZCl 'zTJ;310'' E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us Si APPLICATION REVIEW AND TRACKING FORM -7 Property Address: 272 Se moo( e_ Department review required Yes No uild. Applicant: a • ` tanning &Zonir Sy.---- Tree Administrator Project: New IA Pk Public 1.1_tLt.i2.5) Public Safety 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: J 'Approved. Nbenied. (7Not applicable (Circle o e.) Comments: BUILDIN PLANNING &ZONING Date: 7" Reviewed by: ���� g TREE ADMIN. Second Review: A pproved as revised. I Denied. I Not applicable PUBLIC WORKS Comments: . b G PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: m( Date: /0_'1—`4°/ FIRE SERVICES Third Review: ['Approved as revised. I 'Denied. I 'Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 ,fl ' ` '1 CITY OF ATLANTIC BEACH _; j 800 SEMINOLE ROAD J J ATLANTIC BEACH, FL 32233 (904) 247-5800 BUILDING REVIEW COMMENTS Date: 9/11/2018 Permit#: RES18-0301 Site Address: 278 SEMINOLE RD Review Status: denied RE#: 170512 0000 Applicant: CBI CONSTRUCTION, INC. Property Owner: LAGNER JENNIFER A Email: Pat@ColeBuilders.net Email: Jennifer_deeryl@hotmail.com Phone: 9043028606 Phone: 904.610.6202 9048384065 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. The permit application is missing information. 1) Legal Description. 2) RE#. 3) State Certification/Registration#. 4)Michael Holmes needs to have his Architectural License# attached, or his name removed from the application. ✓ 47 /0"Y'?s/Br 2. The duct lay out plan is too small to read. Please expand the print out even to a larger paper size and include the flex duct size. This should match the energy calcs for the manual D. 2 Copies please. 3. Florida product approval numbers ending in R value numbers will not be acceptable. The numbers shall have the decimal number that follows the main number. For instance the FL#15225-R4 has 6 different styles/models of doors, 15225.1 through 15225.6, underneath that number. Ge vith your supplier and resubmit the exact number for all of your FL#s that have R values. 2 copies.t/ 4. The Engineer of Record for the building shall sign off on the engineered truss packages. 2 needed. You may retrieve the ones submitted or produce new ones.✓ 5. EOR shall call out on structural plans the truss to wall plate tie-down item needed on the wall section drawings on page A-7. Correct and submit 2 pages.V 6. Submit roof framing plan that shows any special strapping requirements other than that requested on item#5. 2 copies. ---- 7. Submit wall framing plan. Show header sizes and their lumber components,king and jack requirements, special beams, lvls,placement of gable end braces where required. Also show location of any special hold downs to attach framing to slab, calling out the name and number of item. 2 copies. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Cmgilea 2fvi' Pv Co ►rw,-ei'IS 9-11- IF 4Yi . . OFFICE COPY CITY OF ATLANTIC BEACH 800 Seminole Road __ _ I' Atlantic Beach, Florida 32233 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS DatelY7 Revision to Issued Permit_ Corrections to Comments Permit#/i'�S7 d—e 7- Project Address c7 7 `e*//tit U X&A)6 Gide"`i 3(9°3-3. Contractor/Contact Name /2/' (l 7 Phone - 737-w- Email l C &r eAd 6l(iLYs;4 _/ Description of Prop sed Revision/Corrections: Permit Fe- Due $ 50.00 4ce C7e lames' ce ie if Additional Increase in Building Value$ Additional S.F. By signing below,I affirm the Revision is inclusive of the proposed changes. (printed name) Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved ) Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: Building rn Planning & Zoning Reviewed By Tree Administrator Public Works Public Utilities /0 — V-00/, Public Safety Date Fire Services 1�s �Lv , City of Atlantic Beach APPLICATION NUMBER JS ^:` \ Building Department (To be assigned by the Building Department.) A ;..) 800 Seminole Road RS f&-,/O3 l �...,-,. �r Atlantic Beach, Florida 32233-5445 ` 11'1:7=:71- Phone(904)247-5826 • Fax(904)247-5845J '-'71.05110- E-mail: building-dept@coab.us Date routed: 8' City web-site: http://www.coab.us ///c — APPLICATION REVIEW AND TRACKING FORM Property Address: 212 Se m (n o( e. Department review required Yes No (Build Applicant: CS tanning &Zonin _ Tree Administrator SF-Project: New c�F" IA Pu lir.Wrks Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ?Approved. ❑Denied. I 'Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by:_6i Gi`— Date —7 18 TREE ADMIN. Second Review: I ❑Not applicable Approved as revised. Denied. PUBLIC WORKS Comments: . PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: I 'Approved as revised. I (Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 . • A, 0I.A.Nr City of Atlantic Beach APPLICATION NUMBER �� �� Building Department • (To be assigned by the Building Department.) r , Atlantic8tla SeminolecRoad QE Sr g- o3'CL �.�,. ___.._� �r Beach, Florida 32233-5445 AUG 2 9 201t V %'''`, Phone(904)247-5826 • Fax(904) 247-5845 f i= �r c 444 � E-mail: building-dept@coab.us - Date routed: p 1 2 9.1fg City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM • Property Address: 2-12 Se rvI(nole, J.Leortment review required Yes No Build. Applicant: a . ` fanning &Zonin SF Tree Administrator Project: N ev. JF ' Pu orks Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: I 'Approved. /Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: i /./-#-_ .,, , '.-te: e...6/, TREE ADMIN. Second Review: /Approved as revised. (Denied. I Not applicable PUBLIC WORKS Comments: . PUBLIC UTILITIES PUBLIC SAFETY Reviewed by;J Date: f--44-g) FIRE SERVICES Third Review: ❑Approved as revised. Denied. I 'Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 Z cS �j��\Jr CITY OF ATLANTIC BEACH J sty Department of Public Works r,' 1200 Sandpiper Lane Atlantic Beach, FL 32233 i,�; (904) 247-5834 PUBLIC WORKS PLAN REVIEW COMMENTS Date: 9/7/18 Applicant: CBI Construction, Inc. Permit#: RES18-0301 Email: tracy@colebuilders.net Review Status: DENIED Property Owner: Jennifer Deery Lagner Site Address: 278 Seminole Road Email: jennifer deeryl@hotmail.com THIS PLAN REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS Correction Items must be submitted to the Building Department at 800 Seminole Road. Submittals that respond to only one or a few correction items will not be accepted. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions must be submitted to the Building Department and must respond to EACH department review. PUBLIC WORKS CORRECTION ITEMS: • Provide floor plan of new home. Cannot accept Demo floor plan. ATIOVED PUBLIC WORKS CONDITIONS OF APPROVAL: 22/'ie (The following comments will be printed on your permit as Conditions of Approval) / • All concrete driveway aprons must be 5" 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. • Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (247-5814) to request an Erosion and Sediment Control Inspection prior to start of construction. • All runoff must remain on-site during construction. • If on-site storage is required, a post construction topographic survey documenting proper construction will be required. All water runoff must go to retention area and retention overflow must run to street. • Roll off container company must be on City approved list (Advanced Disposal, Realco Recycling, Shapell's, Inc., Republic Services, Donovan Dumpsters). Container cannot be placed on City right-of-way. • Full right-of-way restoration, including sod, is required. • Provide construction site management plan, including location of silt fence, dumpster, portable toilet. Right-of-Way Permit is required if using right-of-way for construction parking. • All runoff must remain on-site. Cannot raise elevation. • Must provide a topographic (TOPO) survey with water retention for final C.O. Inspection. Scott Williams, Public Works Director swilliams@coab.us/904-247-5834 Page 1 of 2 O:\Public Works\ADMIN\PLAN REVIEW COMMENTS\RES18-0301(CBI Construction).docx f Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding". The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud. The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings. The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted. ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. Page 2 of 2 O:\Public Works\ADMIN\PLAN REVIEW COMMENTS\RES18-0301(CBI Construction).docx rS Lv , City of Atlantic Beach APPLICATION NUMBER J f"* •�a Building Department (To be assigned by the Building Department.) ', 800 Seminole Road _ rr j �r Atlantic Beach, Florida 32233-5445 R G 5 I g-6301 t= Phone(904)247-5826 • Fax(904) 247-5845 F'-sto;ill'' E-mail: building-dept@coab.us AUG 2 9 2018 Date routed: 529 ``p City web-site: http://www.coab.us i it APPLICATION REVIEW AND TRACKING FORM —7 Property Address: 2 J 2 Se m,(p ole._ Department review required Yes No Build' Applicant: CP>` tannin &Zonin _ Tree Administrator Project: Nev.) SF-- 1" Pu orks Public Utilities Public Safety Fire Services Review fee $ ZS Dept Signature et.. 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: APP ATION STATUS Reviewing Department First Review: Approved. I (Denied. I 'Not applicable (Circle one.) Comments: ' P4 BUILDING PLANNING &ZONING Reviewed b • Date: 9-yi 0 TREE ADMIN. Second Review: Approved as revi d. I 'Denied. I 'Not applicable PUBLIC WORKS Comments: • PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: I 'Approved as revised. I (Denied. f Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 Building Application A lication QFFICE COPY �. ., Ivo • ' ' City of Atlantic Beach 800 Seminole Road,Atlantic Beach, FL 32233 Phone: (904) 247-5826 Fax: (904)247-5845 Job Address: 278 Seminole Rd Atlantic Beach, Fl 32233 Permit Number:lek7-5 ( 0361 Legal Description Ito- 1 -a S-2.1E Sal r Cm( 1.4 t-1 8 r 012- KtIf?‘I /703-12-0000 Valuation of Work(Replacement Cost)$ 228,245 Heated/Cooled SF 1 58 Non-Heated/Cooled 433 • Class of Work(Circle one): New ddition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial Residential • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No N/A • 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: construct new one story ranch single family home. 1,658 S.F. Florida Product Approval# f multiple prod use product approval form Property Owner Information Name: Jennifer Deery Lagner Address: 278 Seminole Rd. City Atlantic Beach State FL Zip 32233 Phone (904)610-6202 E-Mail Jennifer deeryl@hotmail.com Owner or Agent(If Agent,Power of Attorney or Agency Letter Required) Contractor Information Name of Company: CBI Construction Inc. Qualifying Agent: Tracy Higginbotham Dale Cole Address 1901 Island Walkway, Suite 305 City Fernandina Beach State FL Zip 32034 Office Phone (904)302-8606 Job Site/Contact Number (904)426-7203 State Certification/Registration#C GC. ( 517-06-7 E-Mail tracy@colebuilders.net - - lame . • - •- - -- Engineer's Name&Phone) Harold W,4 offield, PE CGC 904)343-3052 Workers Compensation �0.4(.r t r (0 12.(4// 'Exempt nsur /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. 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. ure ofr Agent including Contractor) (Signature of Contractor) gig e and sworn to(or affirmed)beforee this day of Si ed and worn to(or affirmed)before m .i •ay f uky 01-OI ,by gt tip l,G�;n{! o?b ,b 11404 ss Si nature of Notary) (Signature• tary) MARISSA LORDA ;,: MY COMMISSION#GG 228145 vay N. PATRICIA J.GIBBS 4:7 EXPIRES:June 12,2022 j° n MY COMMISSION#85069613 [7'P 4-wally Known OR ',Pi??Ala Bo�ThruNot y bli�cunde e� [- Personally Known OR EXPIRES:FEB 05,2021 [ Produced Identificatio [ ]Produced Identification °P*d`" Bonded through 1st State Insurance Type of Identification: bf I U e f 5 1 C [1 e Type of Identification: OFFICE COPY PERMITTED BUILDING DATA DO NOT WRITE BELOW — OFFICE USE ONLY Applicable Codes: 6th Edition (2017) Florida Building Code DEVELOPMENT SIZE: Habitable Space (ft') /G $ e- Non-Habitable Space (ft') 6 r LAND INFORMATION: Zoning District /p S- 2 Flood Zone X Minimum FFE r !>p `/. Q BUILDING INFORMATION: Construction Type V Occupancy Group 5, r)3/..e Fara lit Number of Stories Max Occupancy Load Fire Sprinklers Required /4//4' CONDITIONS/ COMMENTS: Rev. 2.7.2018 (-- .,..,‘.....„.. City of Atlantic Beach ifc„, ,r�. PUBLIC UTILITIES DEPARTMENT s' 902 Assisi Lane r W Jacksonville, FL 32233 ''''..i.:-/F 4�% (904) 247-5834 NEW WATER / SEWER TAP REQUEST Date 9- 7 —l S Service Address 2 7 8 5E04, r/Di -- 12v Number of Units I Commercial Residential ✓ Multi-Family „ New Water Tap(s) & Meter(s) Meter Size(s) 3/(1 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 # 1E ES ( S - 030 ( i Si Nc_, 146 1, /%; . Water System Development Charge $ .12r- Sewer Sewer System Development Charge $ Water Meter Only $ -ID' Reclaim Meter Only $ Water Meter Tap $ Sewer Tap $ Cross Connection $ 50, 00 Other $ TOTAL $ 5 , 00 (Notes) APPROVED A - Date r.c/7/�Public Utilities Director or Authorized Signature ALL TAP REQUESTS MUST BE APPROVED BY THE PUBLIC UTILITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED mss , Comp. By: S/W Date: 9/14/2018 p./ Public Works Department City of Atlantic Beach Permit No: RES 18-0301 Address: 278 Seminole Road Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V=CAR/12 Where: V=Volume of Runoff C=Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr rainfall depth (9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area (A) = 7,500 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft2) "C" Wtd "C" Impervious 1,403 7,500 1.00 0.19 Pervious 6,097 7,500 0.20 0.16 Runoff Coefficient(C)= 0.35 Runoff Volume V= 0.35 x 7,500 x 9.3 / 12 V= 2,032 ft3 Postdevelopment Runoff Volume: Lot Area(A) = 7,500 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft2) "C" Wtd"C" Impervious 2,723 7,500 1.00 0.36 %ISA= 36.3% Pervious 4,777 7,500 0.20 0.13 Runoff Coefficient(C)= 0.49 Runoff Volume V= 0.49 x 7,500 x 9.3 / 12 V= 2,851 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume DV= 2,851 - 2,032 DV= 818 ft3 Retention MASTER WATER RETENTION 9/14/2018 1 .41s. f1'.. ,>t Comp. By: S/W s Date: 9/14/2018 t)-41111rw Public Works Department City of Atlantic Beach Permit No: RES 18-0301 Address: 278 Seminole Road Provided Storage: Elevation Area Storage (ft) (ft) (ft3) 9.5 950 0 BOTTOM size 190 X 5 10.0 1,400 588 TOB size 200 X 7 Elevation Area Storage (ft) (ft) (ft3) 9.5 0 BOTTOM North and south side has 10.0 0 TOB water retention running Elevation Area Storage total weidth of property (ft) (ft) (ft3) 100 X 7 X 2 0.0 0 0 BOTTOM 0.0 0 0 TOB Inground storage=A*d*pf A=Area= 1400.0 d=depth to ESHWT= 1.0 pf=pore factor= 0.3 Inground Storage= 420.0 ft3 Required Treatment Volume= 818 ft3 Supplied Treatment Volume= 1,008 ft3 Retention MASTER WATER RETENTION 9/14/2018 O nrt -TI m n 1 o Or —vo A P O co V 8 100.00' (PLAT) r - N 67'56'47" W 99.96' (MEASURED) o a i .--7.) 1 gp eNAONA To!J wen a la , o I) O �o I ....01z) >a � 1 173 ( e N t/ N a'! `fir y�, 1 • I W Co 1 � . k_. N ' co N 0. _ L,‘ T+T 1 r.m §.O loxi + � N Or-.cin•(.>f -- RYT-,. i d •r-- -I TOO O ` 1AEI ! O r a j• I O / 5 ‘IN\ , ,,4 o swri wWA TO R1N 113011a'or ' q J1 S 68'00'00" E 100.16' (MEASURED) 8• I 100.00' (PLAT) N 88 rii --$;:'. o SEASPRAY AVENUE � < i (�'RIGHT a WAY) 31\ Q C. O IN -7...- r-i7c, k ..,..„ 7„. i-,-). , co,,,__ ts- ...7.4::, . ,. )6 or ', ro*".51."1W \t ...". NA Pi � z r CUSTOM us,�s,srFc r<orwsrwol ro misa HAROLD W. COfFlELD, PE. CGC �- OUSE WE�°T'oas"°'" LAM,`° "` CONSULTING ENGINEER -0`=e �j VIM A MOM M.aVEMAC OMI 9 b lR 1 PLANS wna•rra OVAL rwllaot nlm ansa ENGINEERING/CONS1RUCTION/GOVERNMENT I I i s _ I R a LLL 2y * WPWWWW1 Or WM/MO iac n° OM vanrsa uu MA W PL lit ,Pi ; O E WAIN err n rt a MUM Fat raw.c MAW 7743-1 ANNISTON RD. 9pI„I a MM... ^iii nE MTlet' wWP,rt t"Ma JACKSONW.LE.ELORIOA 32246 •'•4..ae , 49i 1 g .. >r nom ,la031.Mn Is 1.10111[0.M.rams (904)343-3052 CELL h,cpesond6gmoi.com -.51GN AND SEAL In • CCM,Mr MAWR.Mr OP ESIV IMAM ti r,v 'e vO, I 31 ,?L- N r..t, OFF�cE CD i.., of .. ..•• x : _, '�"�" VE *CIA, __ '414 _- Aw Ir . 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(�Z Z z J"I ura LE51611 ND TIES IETALS 4V11 CE M RESPa♦<EL1rY A M astral ND/LR J O W Z 0 Ar Rn a CAIIRALr42 0 U Q p Z W Y 1 iy D": . $ Yl( i D)M 5646/LLMRALTLR MST l FY NL DACfXM•47E5 NV DE1A45 PEER TO Q v T N I • '^ 12= Ln D'O Y La6117DTO1 Pt DE51rr66 DOES N7r 454)0 LDDERY FOR NAY 9WLR5 NO OR 2 w v V S y 7�i ' I on,NTL.Ji _ ! ! d * LwsrILRs.N1 601QDa+z oats ND Rffiluralz 4w.1 900604 1104 wAwrrf� N 4 3'j ` ii lr.. 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O m G O _ NP■ GM �' 4 �_- �a 4. 0 r-r P-W 1 7-f r-r r-7 qu NS POOR ii�o * K;'1ANSQUARE FOOTAGE LEGEND '; � i. «Fr»xo ver •r - • one MG f5 r ,,,,,,,,,,,,/wwlmw r 68040€ 455 6 N &M+441.41. ,00rrNnes ."..- Ir-r 45-55 6OI @15088 IA 4-4. IA-4 r-r ua O0l Pave Of BU)lt]FJiS TOT&LIME RMT Por E-K FLOOR FLAN SCALE: I/4"., r-0" P.O.AND'6300FLORIDA:504)838- 08 32035 504)838-1085 SCAB:1/4'-i'-0" DRA804 BY:IAN JOB NUMBER:127918 CNR15 44 JENN LADIER 278 SEMN0E RD. A1LBNM BEACH.110104 FLOOR PLAN A-1 V ' OFFICE COPY Alpine, an ITW Company 6750 Forum Drive,Suite 305 Orlando, FL 32837 ALPINE'. Phone:(800)755-6001 alpineitw.com —Site Information: Customer.' Gleckler&Sons Building Supply Job Number: 530318 JobDescription: 278 SEMINOLE RD. DUVAL CTY(COLE BUILDERS)278 SEMINOLE RD. DUVAL C Address: City, State,Zip: ATLANTIC BEACH, FL Name, Address and License #of Structural EOR if one exists for the building: Name: HAROLD COFFIELD 50407 License#: HAROLD COFFIELD 50407 State: Address: 2743-1 ANNISTON RD JACKSONVILLE,FL 3224 City, State,Zip: Job Engineering Criteria: Design Code: FBC 2017 RES Design Version: 17.02.02.1208.15 JRef#: 1W cW 93530006 Wind Standard: ASCE 7-10 lend Speed(mph): 130 Roof Load(pst): 20.00-7.00-0.00- Floor Load(pst): None 10.00 This package contains a job notes page, 54 truss drawings and 4 details. Item Seal# Truss Item Seal# Truss 1 204.18.0737.35520 A01 2 204.18.0737.35286 A02 3 204.18.0737.35380 A03 4 204.18.0737.34960 A04 5 204.18.0737.35895 A05 6 204.18.0737.35146 A06 7 204.18.0737.35941 A07 8 204.18.0737.34913 A08 9 204.18.0737.36036 A09 10 204.18.0737.35068 B10 11 204.18.0737.35506 B11 12 204.18.0737.36175 B12 13 204.18.0737.35334 B13 14 204.18.0737.36052 B14 15 204.18.0737.35349 B15 16 204.18.0737.36082 B16 17 204.18.0737.35116 B17 18 204.18.0737.35881 B18 19 204.18.0737.35210 B19 20 204.18.0737.35756 B20 21 204.18.0737.35241 B21 22 204.18.0737.35458 B22 23 204.18.0737.35599 C23 24 204.18.0737.35084 C24 25 204.18.0737.35351 C25 26 204.18.0737.36191 C26 27 204.18.0737.36035 C27 28 204.18.0737.35630 C28 29 204.18.0737.35786 C29 30 204.18.0737.35505 C30 31 204.18.0737.35755 C31 32 204.18.0737.35600 C32 33 204.18.0737.35598 C33 34 204.18.0737.35785 HJ34 35 204.18.0737.35725 HJ35 36 204.18.0737.35926 HJ36‘.0.14 �c l_Apr �7 J FL/4;1\ /47 i �A • 1* 1 / * • * i % * R .. 4V. ,, � ..,,,,, , ..„,•. A" O ../ 4/1 yis• .„ '•• ir ac;\ t. wnwwumo This document h?s been electronically signed and sealed using a Digital Signature.Printed copies without an original signature must be 07/23/2018 verified using the original electronic version. Florida Certificate of Product Approval#FL1999 Printed 7/23/2018 2:26:22 PM 4 Alpine, an ITW Company 6750 Forum Drive,Suite 305 Orlando. FL 32837 ALPINE Phone:(800)755-6001 alpineitw.com —Site Information: Customer: Gleckler&Sons Building Supply Job Number: 530318 JobDescription: 278 SEMINOLE RD. DUVAL CTY(COLE BUILDERS)278 SEMINOLE RD. DUVAL C Address: City, State,Zip: ATLANTIC BEACH, FL Item Seal# Truss Item Seal# Truss 37 204.18.0737.35989 EJ37 38 204.18.0737.35724 EJ38 39 204.18.0737.34897 EJ39 40 204.18.0737.35240 EJ40 41 204.18.0737.35412 EJ41 42 204.18.0737.35631 EJ42 43 204.18.0737.34898 EJ43 44 204.18.0737.36160 EJ44 45 204.18.0737.35194 EJ45 46 204.18.0737.35646 EJ46 47 204.18.0737.35209 EJ47 48 204.18.0737.35474 CJ48 49 204.18.0737.35130 CJ49 50 204.18.0737.35117 CJ50 51 204.18.0737.35460 CJ51 52 204.18.0737.35381 CJ52 53 204.18.0737.34928 CJ53 54 204.18.0737.35880 CJ54 ,mioninninsigaS F;t,��%, 44;VN) *C" Is • - 3 0. . .648 • • spy. F �pP•. � fi I'ptSJ � a• ..•a / Al. 11 *06 sonntlwlua0- This document has been electronically signed and sealed using a Digital Signature.Printed copies without an original signature must be verified using the original electronic version. 07i23i2018 Florida Certificate of Product Approval#FL1999 Printed 7/23/2018 2:26:22 PM • Job Npmber- 530318 Ply: 2 SEAN:883460 /T2 COMN Gust:R9353 JRef: 1WcW93530006 • 278 SEMINOLE RD. DUVAL CTY(COLE BUILDERS)278 SEMINOLE RD. DUVAL C Qty: 1 FROM:RH DrwNo: 204.18.0737.35520 Truss Label: A01 Page 1 of 2 J8 / DF 07/23/2018 I 5 5 2 Complete Trusses Required 7'3'10 i 13'8'4 I 21'5" i 29'1'5 l 35'6'14 i '3. 4210' i 7'3'10 6'4'10 7812 7'8'5 6'5"9 72 /7X8(81) 6 12 y5�X6 3X4E n o 014 ffiSF5 A4 r �g - MK J =4X6(A1) 1113X415] =7X6 N ML m4X817) =7X6 B3 1 =4X6(A1) - 1114X6(13]113] 1112X4 1 23' 1 19'10" 1 I 7'1"14 i 6'3"6 I 6'5'9 i 3'0'12, 6'5'5 I 6'3'6 I T1'14 i 1'4" 7'1'14 13'5'3 19'10'12 22'11'6 29'4'13 35'8'2 4210" 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 U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.093 M 999 240 A 2836 /1038 /- /- /- /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.259 M 999 180 K 7541 /2617 /- /- /- /4.0 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.024 B - - G 133 /310 /- /- /- /4.0 Des Ld: 37.00 EXP:D - HORZ(TL): 0.045 B - - Wind reactions based on MWFRS Mean Height:15.00 ft A Min BrgWidth Req1.5 NCBCLL:0.00 Code/Misc Criteria Creep Factor:2.0 = TCDL:4.0 psf K Min BrgWidth Req3.4 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.992 = TPI Std: 2014 Max BC CSI: 0.564 G Min Brg Width Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 Bearings A,K,&G are a rigid surface. Spacing:24.0" C&C Dist a:4.28 ft Rep Factors Used:No Max Web CSI: 0.953 Loc.from endwall:not in 4.50 ft FT/RT:0(0)/5(2) 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:17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber Purlins A-B 954 -2482 E-F 655 -255 Top chord 2x4 SP#2 In lieu of structural panels or rigid ceiling use purlins B-C 574 -1604 F-G 501 -160 Bot chord 2x6 SP SS Dense:B3 2x6 SP#2: to laterally brace chords as follows: D-E 877 -345 Webs 2x4 SP#3:W5 2x4 SP#2: Chord Spacing(in oc) Start(ft) End(ft) :W6 2x4 SP SS Dense: TC 56 0.00 21.42 TC 120 21.42 44.17 Maximum Bot Chord Forces Per Ply(lbs) Bracing BC 120 0.15 42.69 Chords Tens.Comp. Chords Tens. Comp. (a)Continuous lateral restraint equally spaced on Apply purlins to any chords above or below fillers member. at 24"OC unless shown otherwise above. A-N 2191 -833 K-J 203 576 N-M 2176 -828 J-I 120 -439 Nailnote Additional Notes M-L 1343 -471 I-G 120 -437 Nail Schedule:0.131"x3",min.nails Negative reaction(s)of-310#MAX.from a non-wind Top Chord:1 Row @12.00"o.c. load case requires uplift connection.See Maximum Maximum Web Forces Per Ply(lbs) Bot Chord:1 Row @ 8.75"o.c. Reactions. Webs Tens.Comp. Webs Tens. Comp. Webs :1 Row @ 4"o.c. N-B 649 -247 C-L 662 -1672 Use equal spacing between rows and stagger nails t flglu , in each row to avoid splitting. �S ��lj� 8-M 388 -899 L-D 2850 952 (1)1/2"bolts MAY BE USED FOR , y1ir1 M-C 1656 -615 D-K 1170 -3280 (2)0.131"x3",min.nails ON `,� Ar•!e THE BOTTOM CHORD ONLY. O" •....'9"...• f/j/ 12"o.c.spacing of nails perpendicular and parallel to •aa�,1. Sa'+ 4 grain required in area over bearings greater than 12" c�� • Plate Shift Table � 648JT Plate Chord JT Plate Chord L 1 No Size Shift Bite No Size Shift Bite i * ; �'Ik :• * c [5] W3X4 S 2.25 [13] W4X6 1.25 L 3.75i [17] W4X6 2.50 R 2.50 i 51'ATE :'' c Wind 'i��.*�•* • /C P♦•+ ((�� Wind loads and reactions based on MWFRS. ,.I..fr 4%. 4•.��R`©•'• +� �\ O� #0 27s'�•'i`S''/QNAk- 4a' -4au ufa11u*% 07/23/2018 `*WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingh ndlinag shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and'SBCA)fb'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 bracing installed per BCSI sections B3,B7 or 810, /41166 as applicable. Applplates to each face of truss and position as shown above and on the oinDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building4 Compon nts Group Inc.shall not be responsible for any deviation from this dwing any failure to build the AN MN truss in conformance with ANSI/TPI 1,or for handlir1Q,shipping,installation and bracirang of trussesA seal on this draw ,,,,,ro, ,, drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of prooessionar 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: 530318 Ply: 2 SEQN:883460 /T2 COMN Cust:R9353 JRef: 1WcW93530006 278 SEMINOLE RD. DUVAL CTY(COLE BUILDERS)278 SEMINOLE RD. DUVAL C Qty: 1 FROM:RH DrwNo: 204.18.0737.35520 Truss Label: A01 Page 2 of 2 JB / DF 07/23/2018 Special Loads ---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC:From 56 plf at 0.00 to 56 plf at 15.06 TC:From 28 plf at 15.06 to 28 Of at 21.42 TC:From 56 plf at 21.42 to 56 plf at 44.17 BC:From 10 plf at 0.00 to 10 plf at 21.13 BC:From 20 plf at 21.13 to 20 plf at 42.83 BC:From 4 plf at 42.83 to 4 plf at 44.17 BC: 188 lb Conc.Load at 1.06 BC: 343 lb Conc.Load at 3.13 BC: 406 lb Conc.Load at 5.06 BC: 405 lb Conc.Load at 7.06 BC: 383 lb Conc.Load at 9.06 BC: 391 lb Conc.Load at 11.06 BC: 392 lb Conc.Load at 13.06 BC:1153 lb Conc.Load at 15.06 BC:1161 lb Conc.Load at 17.06,19.06 BC:1460 lb Conc.Load at 21.13 ininlgtuirniNv cA,p,S Ft..a. r • t o. 648 L+ I* ; %/* * 7� x . ATE e Q� 44, #0 278 s/QfYA�- N► '44 "intuit rarltitt 07/23/2018 **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)fosafely practices nor 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 forpermanentlateral restraint of webs shall have bracing installed per BCI sections!}3,B7 or B10, as applicadle. AppTplates to each face oftruss 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 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 proessional engineering responsibility solely for the design shown. The suit-ability Suite 305 and use of this awing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sac.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: 530318 Ply: 1 SEQN:883122 /T3 / COMN Cust:R R9353 JRef: 1 WcW93530006 278 SEMINOLE RD. DUVAL CTY(COLE BUILDERS)278 SEMINOLE RD. DUVAL C Qty: 2 FROM:RH DrwNo: 204.18.0737.35286 Truss Label: A02 JB / DF 07/23/2018 7713 147821'5" 2878 353"3 42'10" 7.6"13 I 6'6"11 I 7'1"8 71"8 I 6'6"11 I T6"13 5X6 E T T D 03X4 T2 3X4 ) 12 F T3 6 V r 0 I\ a 85X5 SXS m C G (a) B - 3�A o r a .3X6(A1) IiI2XQ4 =5X6 =3X4 =3X11 4 =5X6 1112X4 m3X6(A1) i r 14'2" * 810" * 1710" - i �1'4"I 7'5"8 I 6'6"8 , 510" 3'2" I 510" , 6'6"8 , T5 8 1'4" 7'5"8 14' 19'10" 23' 28'10" 35'4"8 42'10" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSP) 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/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.025 J 999 240 B 509 /170 /295 /- /398 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.073 J 999 180 N 1015 /272 /714 /- /- /4.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.011 0 - - L 1480 /416 /839 /- /- /4.0 EXP:D Des Ld: 37.00 HORZ(TL): 0.019 0 - - H 708 /234 /502 /- /- /4.0 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: 0.993 B Min Brg Width Req= 1.5 Load Duration:1.25 TPI Std: 2014 Max BC CSI: 0.570 N Min Brg Width Req= 1.5 MWFRS Parallel Dist:0 to h/2 L Min Brg Width Req= 1.5 Spacing:24.0" C&C Dist a:4.28 ft Rep Factors Used:Yes Max Web CSI: 0.700 H Min Brg Width Req= 1.5 Loc.from endwall:Any FT/RT:0(0)/5(2) Bearings B,N,L,&H are a rigid surface. GCpi:0.18 Plate Type(s): , Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 Members not listed have forces less than 375# Lumber Maximum Top Chord Forces Per Ply(lbs) Top chord 2x4 SP#2:T2,T3 2x4 SP SS Dense: Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 B-C 324 -463 F-G 376 -325 Webs 2x4 SP#3 C-D 378 -98 G-H 599 -892 Bracing E-F 463 0 (a)Continuous lateral restraint equally spaced on member.Or 1x4'T'reinforcement.80%length of Maximum Bot Chord Forces Per Ply(lbs) web member.Same species&SRB grade or better, Chords Tens.Comp. Chords Tens. Comp. attached with 8d Box or Gun(0.113"x2.5",min.)nails B-O 415 -276 K-J 723 -283 6"oc. O-N 412 -278 J-H 726 -282 Purlins M-L 495 -310 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Maximum Web Forces Per Ply(lbs) Chord Spacing(in oc) Start(ft) End(ft) Webs Tens.Comp. Webs Tens. Comp. TC 75 -1.33 21.42itlitffaWuot4 TC 69 21.42 44.17 fsiSIIIS irjN9C-N 502 -625 L-F 709 835 BC 75 0.15 42.69 fN-D 393 -514 F-K 492 -177 Apply purlins to any chords above or below fillers *•***• • ••••. /fob" E-L 366 -707 K-G 495 -588 at 24"OC unless shown otherwise above. 11,a se--;• isx 1 Loading I Truss passed check for 20 psf additional bottom I : Q, ;(-648 i chord live load in areas with 42"-high x 24"-wide _ • clearance. 1* - * a '*' • 3 • ATE Wind "0 w* I : �, • Wind loads based on MWFRS with additional C&C ,.p : t,. member design. 1.0•et,,-I OR1OT'*(•*���/ 4�� 1 41 #0 278 4s, QNAL ,. 07/23/2018 *"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 andSBCA)TN:safetty practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted ottherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propery attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracingq 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. 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 drawing any failure to build the AN frw:AMPANY 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 prooessionar 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/TPI 1 Sgec.2. 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 f Job Nlomber: 530318 Ply: 1 SEON:883535 /T55 /COMN Cust:R R9353 JRef: 1 WcW93530006 278 SEMINOLE RD. DUVAL CTY(COLE BUILDERS)278 SEMINOLE RD. DUVAL C Qty: 1 FROM:RH DrwNo: 204.18.0737.35380 Truss Label: A03 9 �1 9 Page 1 of 2 JB / DF 07/23/2018 1.5'10'10 7,(1..1-�9,,1 Y1 1 919 .Ft.?' 4/T •20'1' �,^.2.2.'�" "__[,14''27'1114 5'12..!,221933'1 13.6 4710' ! 5'10'10 11'1"13'174 1'4' 1'6'3 1' T4' 1'4`- 1'C 1'2"4 1'!' i'0"4 7'10'10 =5X6 0 N P - 0 R 63X4 83X4 K S 12 85X6 '1,•eT U 6 H I _________________ 3X4 1. Y Z 83C3pE /f` ,.�.. F ..°°°° '''.1. •S -,- 9 BL AA _33 A 7 a - i T 4 / AO B AN AM AL AK AJ Al AH 9 AG AF AE AD AC =4X6(A1) =7X6 B2 =7X6 w 1 Job Number: 530318 Ply: 1 SEQN:883535 /T55 /COMN Gust:R R9353 JRef: 1WcVV93530006 278 SEMINOLE RD. DUVAL CTY(COLE BUILDERS)278 SEMINOLE RD. DUVAL C Qty: 1 FROM:RH Div/No: 204.18.0737.35380 Truss Label: A03 Page 2 of 2 JB / OF 07/23/2018 AT-AV 392 -42 BK-BL 723 -680 Al-BB 565 -472 BL-Z 720 -676 ,mottitthinsiiii iyio.4 4)S Fizz; do'' .....\•6(',is -....4 N t . Is .* 6I1 ct*-1 zi1 . §TATE0/ s. .7., .. • ,... 0**,,R\ini1*'-;Vo'f`k*•..c..., 0, #0 278 ,/0NA \ :4 ' 4)% ,tesie --ivannianutt-- 07/23/2018 "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 anti fer safely 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 attached rigid ceiling. Locations shown for.permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 1310, as applicaBle. Apply 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. Alpine,a division of ITW Building_Components Group Inc.shell npt be responsible for any deviation from this drewing,any failure to build the ALPINE. truss in conformance with ANSI/TPI 1,or for handling,shipping,installatidn and bracing of trussesA seal on this drawing or cover page 6750 F oru m Drive listing this drawing,indicates acceptance of professional 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/TR 1 Stc.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitwcom;TPI: www.tpinstorg;SBCA: vAvw.sbcindustry.com;ICC: ii*Awificcsafe.org s 0 Job Number. 530318 Ply: 1 SEQN:883427 /T1 / COMN Cust:RR9353 JRef: 1WcW93530006 278 SEMINOLE RD. DUVAL CTY(COLE BUILDERS)278 SEMINOLE RD. DUVAL C Qty: 3 FROM:RH DrwNo: 204.18.0737.34960 Truss Label: A04 JB / DF 07/23/2018 5'3"4I 10' I 14'8"12 I 20' II 5'3"4 4'8"12 4'8"12 5'3.'4 =4X4 C 12 6 V 22X4 ..4141141%4111142X44 8 a Us A 011111111.1.1.1.°11.11111111111111111111111111-- E .� F G =2X4(A1) .5X6 =2X4(A1) A 20' A I 10' I_ 20' I 1'4,.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# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.038 G 999 240 A 753 /236 /419 /- /182 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.103 G 999 180 E 840 /274 /495 /- /- /4.0 Risk Category:II BCDL: 10.00 Snow Duration:NA HORZ(LL): 0.017 G - - Wind reactions based on MWFRS EXP:D g HORZ(TL): 0.032 G - - A Min B Width Req1.5 Des Ld: 37.00 Mean Height:15.00 ft � ) NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 E Min Brg Width Req= 1.5 TCDL:4.0 psf Bearings A&E are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.996 g g Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.976 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: 0.212 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:0(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 A-B 942 -1234 C-D 701 -928 Lumber B-C 728 -930 D-E 898 -1225 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. Purlins A-G 1063 -669 G-E 1050 -666 In lieu of structural panels or rigid ceiling use purlins Maximum Web Forces Per Ply(lbs) to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) Webs Tens.Comp. Webs Tens. Comp. TC 61 0.00 21.33 B-G 422 -330 G-D 407 -315 BC 117 0.15 19.85 Apply purlins to any chords above or below fillers C-G 557 -296 at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C lfiilifffl/ member design. * (�S F'/ �r 494, ,s,..., .•.,,-:o. -rrilie \ ,• s a a • 3 o. 648 a j * ; ! 7* • * = ' .0•, y-tATE I 0.� ••. OR\'O,.•(c;\ • 4p1 #02784% 6'/ NAk... u' 4fittta1lN111N' 07/23/2018 "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,h ndlin shipping,installing.and bracing..Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA)fb 'safely practices prior to performing these functions. Installers shall provide temporary bracing per SCSI.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 braacingq installed per BCI sections B3,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 W drawings 160A-Z for standard plate positions. Alpine,a division of ITBuilding Components Group Inc.shell not be responsible for any deviation from this drawin an failure to build the 11W COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing ,N g or cover page,, 6750 Forum Drive listing this drawing indicates acceptance of oroTessionar 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 • o Job Number: 530318 Ply: 1 SEQN:883208 /T37 /GABL Cust:R R9353 JRef: 1 WcW93530006 278 SEMINOLE RD. DUVAL CTY(COLE BUILDERS)278 SEMINOLE RD. DUVAL C Qty: 1 FROM:RH DiwNo: 204.18.0737.35895 Truss Label: A05gg JB / DF 07/23/2018 76 Th 6'{; 5 I 10' 18'10"9 119.F e 8" 8'10'9 8'10'9 1615 I'^3'4"-(-1'4"-I TIMP) =4X4 I - 12 s V D • N io ie io 83X3 2 3X3 SC1 B LA ac'7 (( ��->�-;..--'-->/-1,''.. �>W�����R/R6(C)�( D 2X4(C5)C5) =5X5 =2X4(C5) 20" j 1-1'4" 120' I 1'4"-I (NNL) (NNL) I-27"^'1 I-S7"- Loading Criteria(pst) 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# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.005 C 999 240 AC 447 /155 /263 /- /387 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.008 C 999 180 B• 157 /57 /55 /- /- /236 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.005 0 - - Wind reactions based on MWFRS EXP:D HORZ(TL): 0.006 0 - - AC Min Br Width Req1.5 Des Ld: 37.00 Mean Height:15.00 ft � ) g NCBCLL: 10.00 TCDL:4.0psf Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.535 Bearings AC&B are a rigid surface. BCDL:5.0 psf Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.135 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.133 Members not listed have forces less than 375# g FT/RT:0(0)/5(2) Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:AnyChords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 B-C 464 -443 I-N 562 -77 Lumber Additional Notes D-I 555 -195 O-P 324 -436 Top chord 2x4 SP#2 See DWGS A16015ENC101014&GBLLETIN0118 for Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 gable wind bracing and other requirements. Webs 2x4 SP#3Chords Tens.Comp. Chords Tens. Comp. :Stack Chord SC1 2x4 SP#2: Stacked top chord must NOT be notched or cut in :Stack Chord SC2 2x4 SP#2: area(NNL).Dropped top chord braced at 24"oc AB-W 376 -143 W-R 376 -142 intervals.Attach stacked top chord(SC)to dropped Plating Notes top chord in notchable area using 3x4 tie-plates 24" Maximum Gable Forces Per Ply(lbs) oc.Center plate on stacked/dropped chord Gables Tens.Comp. Gables Tens. Comp. All plates are 2X4 except as noted. interface,plate length perpendicular to chord length. Splice top chord in notchable area using 3x6. D-AB 416 -273 R-N 416 -273 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 33 -1.33 1.25 TC 75 1.25 20.00Ittell yj TC 33 20.00 21.33 ) BC 75 0.29 19.7141,00,051_t. S FtEit*'a, Apply purlins to any chords above or below fillers €0 . •• • .a at 24' OC unless shown otherwise above. hV ••�s•" ++++~+• Loading • • Truss designed to support 2-0-0 top chord outlookers * 4' • • and cladding load not to exceed 11.50 PSF one face i i °" ' • � M and 24.0"span opposite face.Top chord must not 2 . *, : * = be cut or notched,unless specified otherwise. I * •• • * , I Wind .,qS cr 1 i Wind loads based on MWFRS with additional C&C G� °•� +•+jG� member design. �0+ -"" •++� Z-O R,1Q�••/iw���.a I +4••Afr�A•••. #0 278 �� ,h'/0NM.t ..0s0 far+tMalutttiw- 07/23/2018 "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,byy�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 ri id ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections$3,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 A ALPINE drawings 160A-Z for standard plate positions. AlW Alpine,a division of ITBuilding_Components Group Inc.shall not be responsible for any deviation from this drawinany failure to build the ANITV/COMPANY 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 roTessionar en ineerin responsibility solely for the desi n shown. The suitability and use of this Cawing for any structure is thepresponsibility'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 • ji Job Ntimber. 530318 Ply: 1 SEQN:883430 /T51 /COMN Gust:R R9353 JRef: 1 WcW93530006 278 SEMINOLE RD. DUVAL CTY(COLE BUILDERS)278 SEMINOLE RD. DUVAL C Qty: 1 FROM:RH DiwNo: 204.18.0737.35146 Truss Label: A06 JB / DF 07/23/2018 72" 14'4" 72" H I 72" dr4X4(R1) 12 1" s1/ in B D y9 A o E} E 2X4(A1) 1112X42X4(A1) — i 14'4" A 7'2" 72" I-1'4"- I 7'2" 14,4„ 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 L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.014 E 999 240 B 627 /207 /378 /- /137 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.038 E 999 180 D 538 /167 /301 /- /- /4.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.006 E - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:D HORZ(TL): 0.012 E - - B Min Brg Width Req= 1.5 Mean Height:15.00 ft Code/Misc Criteria CreepFactor:2.0 D Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:4.0 psf Soffit: 2.00BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.921 Bearings B&D are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.546 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.121 Members not listed have forces less than 375# Loc.from endwall:not in 4.50 ft FT/RT:0(0)/5(2) 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:17.02.02.1208.15 B-C 337 -754 C-D 357 -752 Lumber Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 B-E 608 -204 E-D 608 -204 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 -1.33 14.33 BC 120 0.15 14.19 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. iRWl�l ' 119 \ i �. :{•848 •■ * t ■ ■ .,c�:, ATE • •/Q 1 #0 278�ry'f0toinianu` ``y,A. 07/23/2018 *'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 for ermanent lateral restraint Of webs shall have bracingp installed per BCI 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. 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 AN MN COMPANY truss in conformance with ANSI/I PI 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 DroTesstonar engineering responsibility solely for the design shown. The suitability 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.iccsafe.org Orlando FL,32821 Z Job Number: 530318 Ply: 1 SEQN:883433 /T49 /COMN Cust:R R9353 JRef: 1 WcW93530006 278 SEMINOLE RD. DUVAL CTY(COLE BUILDERS)278 SEMINOLE RD. DUVAL C Qty: 1 FROM:RH DrwNo: 204.18.0737.35941 Truss Label: A07 JB / DF 07/23/2018 3'2" 4,6„ 510" 7'2" 56" 9'10" 112„ 14,4" I3,2„ I 1,4„ I 1,4„ I 1,4„ I 1,4" 1,4" I 1,4„ I 3,2" "I 4X4 F 111214 4 III G4 -I- 12 12 1112X4 , 112X4 6 V D H cn III C 4 ' 1112X4 U, °' i i it) v B J i aya i a Q- -0 a 11 - 0 2x4(A1) 2x4 lu2za u20a u12x2Xa 12xa 1112X4 =2Xa(A1) — F14'4" I 1,4„ 3'2" I 1'4" I 1'4" 1'4" I 1'4" 1'4" I 1'4" 3'2" 3'2" 4'6" 510" 7'2" 8'6" 9'10" 112" 14'4" 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 L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.002 K 999 240 B* 81 /26 /41 /- /10 /172 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.005 K 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 Q - - B Min Brg Width Req= - EXP:D HORZ L: 0.002 K - - BearingB is rigid surface. Des Ld: 37.00 Mean Height:15.00 ft � ) a g NCBCLL: 10.00TCDL:4.0 psf Code I Misc Criteria Creep Factor:2.0 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.236 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: 0.070 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.060 Loc.from endwall:not in 4.50 ft FT/RT:0(0)/5(2) GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 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 -1.33 14.33 BC 75 0.15 14.19 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 Ilp member design. ��� Fj�,�`�tp�14 See DWGS A14015ENC101014&GBLLETIN0118 for more requirements. 4)��+.*'+' �5"...:41/f Truss designed to support 8"maximum gable +••,$)7- �.+ end overhang. f 5 • • d. ;(•64a S.• i* ; /___7 * : * as % `, ATE • :� • 44/ #0 2.s,4 ots- 07/23/2018 *"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)fow 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 attached rigid ceiling. Locations shown for'permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Appy plates to each faceoftrussand 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..shAlll not be responsible for any deviation from this drawino any failure to build the truss in conformance with ANSI/TPI 1,or for handli g,shipping,installation and bracing of trussesA seal on this dr wi g or cover pae 6750 Forum Drive listing this drawing indicates acceptance of pro-tessronat engineering responsibility solely for the design shown. The suit-ability Suite 305 and use of this drawing for any structure is the responsibility of the Building Designer pe ANSI/TPI 1 S'ec.2. 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 1 Job Number: 530318 Ply: 1 SEAN:883436 /T12 /SPEC Cust:R R9353 JRef: 1 WcW93530006 278 SEMINOLE RD. DUVAL CTY(COLE BUILDERS)278 SEMINOLE RD. DUVAL C Qty: 1 FROM:RH DrwNo: 204.18.0737.34913 Truss Label: A08 JB / DF 07/23/2018 7'2" I 14'4" H 7'2" 72" ar4X4(R1) s 12 - in B D ■ A 2X4(A1) 1112X4 =2X4(A1) I- 14'4" i 7'2" 7'2" 1,4„_ 1- I- H 7'2 14,4„ 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 U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.015 E 999 240 B 627 /207 /377 /- /137 /3.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.041 E 999 180 D 538 /167 /301 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.007 E - - Wind reactions based on MWFRS Des Id: 37.00 EXP:D HORZ(TL): 0.012 E - - B Min Brg Width Req= 1.5 Mean Height:15.00 ft D Min Br Width Re NCBCLL: 10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 9 q= - Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.932 Bearing B is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.565 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: 0.122 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:0(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 B-C 595 -759 C-D 628 -757 Lumber Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 B-E 613 -392 E-D 613 -392 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 -1.33 14.33 BC 120 0.12 14.21 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others ��11011914,414,4 � Wind !'r1-C�/ �`ry' mWind emboads based on MWFRS with additional C&C �.�r•;*• ' ' 17 F ki(t 648 •a •* /yka =, 1 z.�a.• %TATE • :•tt44 �S #0 278 "il,/ NA-gionmanLtt0�10�' 07/23/2018 tY "'"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)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 bottomchord shall have a properly attachd rigid ceiling. Locations shown for'permanent lateral restraint of webs shall have bracingq installed per BCSISsections B3,B7 or B10, as applicable. AppTy plates to eaface oftrussand 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 ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawinanfailure to build the AN nW 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-fessionar engineering responsibilf 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.sbcindustry.com;ICC: www.iccsafe.org . Job Number: 530318 Ply: 1 SEQN:883204 /T47 /GABL Cust:RR9353 JRef: 1WcW93530006 278 SEMINOLE RD. DUVAL CTY(COLE BUILDERS)278 SEMINOLE RD. DUVAL C Qty: 1 FROM:RH DrwNo: 204.18.0737.36036 Truss Label: A09 JB / DF 07/23/2018 6"Q- "5 7'2" 13'2"9 13'"fii�=� „ 6"8 I 6'0'9 i 6'0"9 -645 I`—3'2"—I-1'4"H a4X4 G (TYP) -� T I 12 6 :11111 i a i- DAii YJ SC1 B 3 Ca adll 111:41641.1400004 3X3 L SC2 .4.A M ' 2X4(C66((5)�) =3w X4�C5) I 14'4" 22 1 I-1,4" I 14'4" I 1'4"- 14'4" (NNL) (NNL) I-27"--I I--27"-I 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# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.004 K 999 240 U" 175 /74 /61 /- /21 /171 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.007 K 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL):-0.003 C - - U Min Brg Width Req= - Des Ld: 37.00 EXP:D HORZ(TL): 0.003 C - - Bearing U is a rigid surface. Mean Height:15.00 ft 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: 0.581 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: 0.097 Maximum Top Chord Forces Per Ply(lbs) RepFactors Used:Yes Max Web CSI: 0.144 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:0(0)/5(2) D-G 465 -59 K-L 413 -375 GCpi:0.18 Plate Type(s): G-J 455 -127 Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 Lumber Additional Notes Maximum Gable Forces Per Ply(lbs) Top chord 2x4 SP#2 See DWGS A16015ENC101014&GBLLETIN0118 for Gables Tens.Comp. Gables Tens. Comp. Bot chord 2x4 SP#2 gable wind bracing and other requirements. D-T 403 -249 N-J 402 -249 Webs 2x4 SP#3 Stacked top chord must NOT be notched or cut in :Stack Chord SC1 2x4 SP#2: area(NNL).Dropped top chord braced at 24"oc :Stack Chord SC2 2x4 SP#2: intervals.Attach stacked top chord(SC)to dropped Plating Notes top chord in notchable area using 3x4 tie-plates 24" oc.Center plate on stacked/dropped chord All plates are 2X4 except as noted. interface,plate length perpendicular to chord length. Splice top chord in notchable area using 3x6. 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 33 -1.33 1.25 TC 75 1.25 14.33 lfrfllfWitffrtif� TC 33 14.33 15.67 i � C BC 75 0.29 14.04 V'S r ys/,i Apply purlins to any chords above or below fillers O>�G ,. :.. �i at 24' OC unless shown otherwise above. h `,0`r,t 43 ‘ •��j/ Y ,` ti!v ', Loading 4• • , s Truss designed to support 2-0-0 top chord outlookers I ; and cladding load not to exceed 11.50 PSF one face _ : O• 64 t and 24.0"span opposite face.Top chord must not a ; be cut or notched,unless specified otherwise. '*' : / /* . * s Wind a .\ ATE ,•cc s' Wind loads based on MWFRS with additional C&C . " " 144 C e member design. �'•,/*0 s••��L OR,® •O'���•'�` #0 278 ,ire40. NAL A i ,i� 07/23/2018 "'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)fi5r 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 attach€d rigid ceiling Locations shown for ermanent 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 toALPINE E drawings 160A-Zfor standard plate positions. Alpine,a division of ITW Buildinq 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 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 S�c.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 f Job Number: 530318 Ply: 2 SEAN:883423 /T46 /HIPS Gust:RR9353 JRef: 1WcW93530006 278 SEMINOLE RD. DUVAL CTY(COLE BUILDERS)278 SEMINOLE RD. DUVAL C Qty: 1 FROM:RH DrwNo: 204.18.0737.35068 Truss Label: B10 Page 1 of 2 JB / DF 07/23/2018 I 5 5 2 Complete Trusses Required 3'6 4 67'8 10' 1610'8 24' 28'10.4 34' - 3'8'4 -F. 71'4 + 3'4'8 I.' 6'108 + 71'8 + 410.4 + 5'1'12 'I 14X6 G r Job NNmber: 530318 Ply: 2 SEQN:883423 /T46 /HIPS Gust:R R9353 JRef: 1 WcW93530006 278 SEMINOLE RD. DUVAL CTY(COLE BUILDERS)278 SEMINOLE RD. DUVAL C Oty: 1 FROM:RH DiwNo: 204.18.0737.35068 Truss Label: B10 Page 2 of 2 JB / DF 07/23/2018 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 36 0.00 10.00 TC 73 10.00 24.00 TC 120 24.00 34.00 BC 80 0.00 6.33 BC 109 6.33 24.15 BC 120 24.15 34.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. The TC of this truss shall be braced with attached spans at 24"oc in lieu of structural sheathing. Deflection Max JT VERT DEFL:LL:0.35"DL:0.61".See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Additional Notes Full Height Blocking reinforcement required to prevent buckling of members over the bearings: bearing 1 located at 0.00' 4 t.**Ot Sty'•••- r •• a i a. •648 t 1 fi• y�l ; / /�* 1, ...• 0'4.* §1'ATE •' ;c>; 1 g S «44 C O R\'Q.••c;\ •�•' #02 any"'' ONAL �„P' ►rww+ 07/23/2018 ""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,handlingshipping installing.and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an0 SBCA)fr safely lractices pnor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o herwise,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 53,B7 or B10, .444164, as applicable. Appplates to each face,of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for sandard 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 F,,,,y,;a„A,Y truss in conformance with ANSI/TPI 1,or for handling,shipping,installatidn and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing,indicates acceptance of professional 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 ANSIffPI 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: 530318 Ply: 1 SEAN:883201 I 17 / SPEC Gust:RR9353 JRef: 1WcW93530006 • 278 SEMINOLE RD. DUVAL CTY(COLE BUILDERS)278 SEMINOLE RD. DUVAL C Qty: 1 'FROM:RH DrwNo: 204.18.0737.35506 Truss Label: B11 JB / DF 07/23/2018 8- 137-8 17 177-4 228-8 2518- I _I 5'11'8 54•5 I 57-4 I 51L I 31'8 ! F45X5 82X4 F G r= - M2JU 12 E 6 408 2304 54X6(SRS) T11204 8 C DD I , n a 0 1110110MPAIIIIIIri ...-:i i !_ L K X T 4 \MARS) =304 4,8%13 1.1 N l - ..p 4 112%6(1X71 12 84X8 1 2518- 1 0 5'48 511112 211-4 4 SP 11'8"8 I 177-4 I 258'8 ,I�'e a1v 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/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.151 D 999 240 M 978 /208 /479 /- /298 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.421 D 999 180 H 984 /297 /608 /- /- /4.0 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.071 B - - Wind reactions based on MWFRS Des Ld: 37.00 EXP.D HORZ(TL): 0.134 B - - M Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.44 ft Code/Misc Criteria Creep Factor:2.0 H Min Brg Width Req= 4.0 TCDL:4.0 psf surface.M&H are a s Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.991 Bearings rigid Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.989 RepFactors Used:Yes Max Web CSI: 0.735 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:0(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 B-C 988 -1895 D-E 396 -1247 Lumber Wind C-D 1015 -2456 E-F 543 -1251 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. Webs 2x4 SP#3 Left end vertical exposed to wind pressure. Chords Tens.Comp. Chords Tens. Comp. Bracing Deflection meets U240. M-L 269 -493 K-J 2475 -1286 (a)Continuous lateral restraint equally spaced on Right end vertical not exposed to wind pressure. L-K 1964 -1284 member.Or 1x4"T"reinforcement.80%length of Maximum Web Forces Per Ply web member.Same species&SRB grade or better, (lbs) ) attached with 8d Box or Gun(0.113"x2.5",min.)nails Webs Tens.Comp. Webs Tens. Comp. 6"oc' M-B 518 -957 D-J 804 -1555 Plate Shift Table B-L 1928 -869 J-F 1344 -641 JT Plate Chord JT Plate Chord L-C 316 -608 F-I 568 -904 C-K 550 -95 I-H 551 -983 No Size Shift Bite No Size Shift Bite Itttri7trq [1) W2X6 1.50 R 3.00 erltt ` FL r n'+sfs Purlins ��•4i��•'....-‘7404'�L � In lieu of structural panels or rigid ceiling use purlins +.+1 S •.• '4 • to laterally brace chords as follows: y .+ , Chord Spacing(in oc) Start(ft) End(ft) TC 9 0.00 0.67 /1 w TC 40 0.67 12.00 >r ,g 648 / TC 59 12.00 22.71 3 / • TC 38 22.71 25.83 * : /* Vr i BC 80 0.00 6.33 - : + BC 80 6.33 25.72 - X„ Aj + Apply purlins to any chords above or below fillers .-0'41,. at 24 OC unless shown otherwise above. "� . `• • 1,4./..f. �r `��..•+• �e 1I� ..I�\14,i're• #0 278 '�,���fr,, O N A ►t►�, oto° 07/23/2018 "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)ter 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 hav a properly attachd rigid ceiling. Locations shown forpermanent lateral restraint of webs shall havebracinginstalled per BCI sections B3,B7 or B10 as applicable. Applplates to each face of truss and position as shown above and on te JoinlDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Build11ing Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the AN MN COMPANY truss In conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of,trussesA seal on this dr wirtg or cover page 6750 Forum Drive listing this drawing indicates acceptance of prooessionar engineering responsibility solely for the design shown. The su bility Suite os and use of this drawing for any structure 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.ore Job Number: 530318 Ply: 1 'SEQN:883194 /T36 /SPEC Gust:RR9353JRef: 1WcW93530006 278 SEMINOLE RD. DUVAL CTY(COLE BUILDERS)278 SEMINOLE RD. DUVAL C Qty: 1 FROM:RH DrwNo: 204.18.0737.36175 Truss Label: B12 JB / DF 07/23/2018 I 2'8" I 6.5.12 I 107' ! 14' I 20'6-8 I 2510" 2'8" 3'012 3'8"4 3'10" 6'8"8 5'1"8 5X6 12X4 F G 12 6 X48 111204 .364 \4X6(SRS) Il A�t: o e %i ii 1 5%5 =3X41 I5x15m 4 H 1 _ d 4 . 113X6 12 -4 4 I 2510" A I 6' T418 I 7' ! 4'10" I H 6'4" 138"8 20'8"8 258"8 11..13..1 Ma. 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 IJ# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.090 K 999 240 M 978 /212 /495 /- /268 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.252 K 999 180 H 984 /314 /561 /- /- /4.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.049 B - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:D HORZ(TL): 0.093 B - - M Min Brg Width Req= 1.5 Mean Height:15.00 ft Code/Misc Criteria CreepFactor:2.0 H Min Brg Width Req= 4.0 NCBCLL:10.00 TCDL:4.0 psf Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.964 Bearings M&H are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.971 RepFactors Used:Yes Max Web CSI: 0.792 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:0(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 B-C 776 -1348 D-E 816 -1801 Lumber C-D 783 -1358 E-F 284 -753 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. Bracing M-L 526 -612 K-J 1800 -992 L-K 1677 -1041 J-I 604 -341 (a)Continuous lateral restraint equally spaced on member.Or 1x4'T'reinforcement.80%length of web member.Same species&SRB grade or better, Maximum Web Forces Per Ply(lbs) attached with 8d Box or Gun(0.113"x2.5",min.)nails Webs Tens.Comp. Webs Tens. Comp. 6"oc. M-B 582 -1114 F-J 745 -269 Purlins B-L 1213 -526 F-I 577 -1019 L-D 142 -436 I-H 547 -983 In lieu of structural panels or rigid ceiling use purlins E-J 738 -1354 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) llmttUtrltjt. TC 36 0.00 2.67 fil. S' F) d� iilTC 49 2.67 14.00 L(;/TC 75 14.00 20.71 ,,�.gr' •�'• �4/TC 62 20.71 25.83 �- S •'•' 4 BC 80 0.00 6.33 .4 • BC 89 6.33 25.72 I i Apply purlins to any chords above or below fillers ; 0. 648 • at 24' OC unless shown otherwise above. 3 } ' Wind • * cam" • * _ - "+* Wind loads based on MWFRS with additional C&C ATE CSF member design. "„..••• ;t,� _ Left end vertical exposed to wind pressure. �., �'•, /,`/ �Q`�•' // Deflection meets L/240. '.... ,'�.:�R, .•• ��r,� Right end vertical not exposed to wind pressure. sP���7 �•••�•••• #0 278 11e14/0a'ttrua+wtutua14 07/23/2018 **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 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 rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have braacln installed per BCI sections B3, 7 or B10, as applicable. Appplates 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 Buildl'n1 omponents 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 listing this drawing,indicates acceptance of refessionar 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 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 j Job Number: 530318 Ply: 1 SEQN:883058 /T5 / HIPS Gust:R R9353 JRef: 1 WcW93530006 278 SEMINOLE RD. DUVAL CTY(COLE BUILDERS)278 SEMINOLE RD. DUVAL C Qty: 1 FROM:RH DrwNo: 204.18.0737.35334 Truss Label: B13 JB / DF 07/23/2018 41r6'3"8, 12'6' 18'8" 20.3"4 25'3- 30'8" 48 I r7 628 I- 62" I 1.r4( 4'1192 ) ss -I =4X6 =3X4 113X4 F G H I Es 1 n e 12 6 E ly (a) (a) y 3bC8Ald m .3X6[1] _ ..-=.6X12(SRS)B CC T o 1%1'1-'7 ►:: -. _, i R a =3X10 IL b II g B1 SHO610tv =6X12(SRS) -H0610 I I aa. 1 1112X64 4 I NM B5 12 =5X6 3X8 82X6 1 368' 1 I 1'981 3' I 1'2'8 6.8' I T7'8 l 5'3.4 I 5'3'4 1'9-8 4'9"8 6 I 176' 20'1'8 25'4'12 30'8" 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# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.291 D 999 240 S 1163 /168 /667 /- /219 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.811 D 667 180 J 1160 /346 /647 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.117 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:D HORZ(TL): 0.222 K - - S Min Brg Width Req= - NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor.2.0 J Min Brg Width Req= - TCDL:4.0 psf Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.999 Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.969 Members not listed have forces less than 375# Rep Factors Used:Yes Max Web CSI: 0.892 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:3.07 ft Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:not in 9.00 ft FT/RT:0(0)/5(2) GCpi:0.18 Plate Type(s): A-B 989-2072 E-F 1025 -2324 Wind Duration:1.33 WAVE,HS VIEW Ver:17.02.02.1208.15 B-C 1010-2100 F-G 537 -1088 Lumber Hangers I Ties C-D 2171 -5133 G-H 536 -1085 D-E 860 -2310 H-I 264 -551 Top chord 2x4 SP#2 (J)Hanger Support Required,by others Bot chord 2x4 SP SS Dense:B1,B5 2x4 SP#2: Maximum Bot Chord Forces Per Plylbs ) Webs 2x4 SP#3 Wind Chords Tens.Comp. Chords Tens. Comp. Bracing Wind loads based on MWFRS with additional C&C member design. R-Q 4687 -2265 P-O 4362 -2185 (a)Continuous lateral restraint equally spaced on Right end vertical not exposed to wind pressure. Q-P 4738 -2280 0-L 1150 -594 member.Or 1x4'T'reinforcement.80%length of web member.Same species&SRB grade or better, Deflection attached with 8d Box or Gun(0.113"x2.5",min.)nails Maximum Web Forces Per Ply(lbs) 6"oc. Max JT VERT DEFL:LL:0.29"DL:0.52".See detail Webs Tens.Comp. Webs Tens. Comp. DEFLCAMB1014 for camber recommendations. Plating Notes Provide for adequate drainage of roof. A-S 564 -1139 O-F 1348 -634 All plates are 2X4 except as noted. A-R 2343 -1118 L-H 927 -470 Additional Notes R-C 964 -2723 L-K 612 -290 IINigNf 4 C-Q 732 -1492 H-K 656 -1111 Plate Shift Table Shim all supports to solid b� � 1Pt P-D 1517 -617 K-I 1141 -546 JT Plate Chord JT Plate Chord (�„r•� No Size Shift Bite No Size Shift Bite ,, D-O 1237 -2406 1-J 585 -1119 [1] W3X6 2.00 L 1.25 4;)N, •••' �••�4 E-O 338 -388 Purlins '� V • 1 In lieu of structural panels or rigid ceiling use purlins i -1 • to laterally brace chords as follows: • O. ' • • Chord Spacing(in oc) Start(ft) End(ft) S s �, TC 45 0.00 4.67 i'* 1 * • TC 28 4.67 18.67i TC 62 18.67 30.67 ,p;• 7-10-:\I ,: 5 BC 23 0.00 1.79y 4 • BC 36 1.79 4.79 • •_`BC 15 4.79 6.00 /l�'••� O••'•�r BC 81 6.00 20.271 enn[[ff•'`••s••"••`a�' Apply purlins to any chords above or below C 75 20.27 30ll6lers #0 278 7 4#°,4fv'"ONAL%A at 24' OC unless shown otherwise above. +ur9r11rr:11u11►v 07/23/2018 "'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 an0 SBCA)ter safety practices prior to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attachd rigid ceiling. Locations shown forpermanentlateral restraint of webs shall have bracing insalled per BCI sections B3,B7 or B10, as applicable. Appplates to each face o truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE- Alpine, 1 LP I N E drawings 160A-Z for standard plate positions. .,1 Alpine,a division of ITW Building ompon nts Group Inc.shall not be responsible for any deviation from this drawing an failure to build the pp,„w COMPANY truss in conformance with ANSIT 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 proTessronar 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/IP!1 Sac.2. Suite 305 Ovando 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: 530318 Ply: 1 SEAN:883389 /T32 /HIPS Cust:R R9353 JRef: 1 WcW93530006 278 SEMINOLE RD. DUVAL CTY(COLE BUILDERS)278 SEMINOLE RD. DUVAL C Qty: 1 FROM:RH DrwNo: 204.18.0737.36052 Truss Label: B14 Page 1 of 2 JB / DF 07/23/2018 1.4811:1 H 11" �'1'�11 8 6'3' 11'5"12 16'8" 20'3"4 25'3" 30.8•• 11"4 1'1�5" I 17 575 ! 574 I 3'T'4 I 4'11"12 I 55 I =4X6 1112.4 H I J K 12 G 6 ;4X41191 1 (a) t F (a) (a) E (a) D 11254 >6C +�, TA B c_ill �/J = _ �� TT 1�� '�f 6 -3XR O o1 I x wI V U =H0610 1 1 -4X4131 3X6154310(..)4 4 - H 12 P O B4 M L =6X6 =31(8 1112X6 112X4 1 3,e.. 5'112 564 3S"8 534 5' "4 Y� 111� 1I 157 I I I 1111"12 168 2018 25412 301r .9" ��8H 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 L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.322 F 999 240 X 1163 /190 /685 /0 /219 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.898 F 603 180 L 1161 /355 /628 /- /- /- BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.125 M - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:D HORZ(TL): 0.236 M - - X Min Brg Width Req= - Mean Height:15.00 ft L Min Br Width R NCBCLL: 10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 9 eq= - Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.998 Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.964 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.07 ft Rep Factors Used:Yes Max Web CSI: 0.865 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT:0(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): B-C 747 -2145 G-H 685 -1600 Wind Duration:1.33 WAVE,HS VIEW Ver:17.02.02.1208.15 C-D 1741 -4369 H-I 606 -1257 Lumber PurlinsD-E 2168 -5125 I-J 605 -1254 E-F 2189 -5125 J-K 288 -615 Top chord 2x4 SP#2 In lieu of structural panels or rigid ceiling use purlins F-G 995 -2535 Bot chord 2x4 SP SS Dense:B4 2x4 SP#2: to laterally brace chords as follows: Webs 2x4 SP#3 Chord Spacing(in oc) Start(ft) End(ft) Maximum Bot Chord Forces Per Plyibs TC 32 0.00 2.67 (lbs) Bracing TC 28 2.67 16.67 Chords Tens.Comp. Chords Tens. Comp. (a)Continuous lateral restraint equally spaced on TC 58 16.67 30.67 BC 34 0.00 2.79 X-W 1301 -831 T-S 4802 -2323 member.Or 1x4'T'reinforcement.80%length of W-V 4705 -2168 S-R 4343 -2117 web member.Same species&SRB grade or better, BC 41 2.79 6.00 attached with 8d Box or Gun(0.113"x2.5",min.)nails BC 79 6.00 20.27 V-U 4711 -2167 R-Q 2179 -1077 6"oc. BC 120 20.27 30.67 U-T 4490 -2171 Q-N 1368 -679 Apply purlins to any chords above or below fillers Plating Notes at 24"OC unless shown otherwise above. Maximum Web Forces Per Ply(lbs) All plates are 3X4 except as noted. Webs Tens.Comp. Webs Tens. Comp. (")1 plate(s)require special positioning.Refer to X-B 584 -1542 R-G 701 -233 scaled plate plot details for special positioningj B-W 1075 -324 G-Q 500 -1014 requirements. C _ �r 7:111°111;.thS7 !' -d''/: W-C 1293 -3060 H-Q 641 -219 Plate Shift Table 11•• .e• f C-U 277 -777 N-J1009 -497 •' c���� 3 U-D 502 -907 N-M 676 -320 JT Plate Chord JT Plate Chord .0 SF*. • D-T 563 -290 J-M 657 -1135 No Size Shift Bite No Size Shift Bite [3] W4X4 S 2.75 [5] W3X6 2.75 L 1.25 O' [19] W4X4 2.50 L 1.25 [20] W3X4 1.50 R 1.25 + ;(•V• S-F 1541 -669 M-K 1173 549 • F-R 1091 -2197 K-L 574 -1119 6AQ FV a a • Hangers/Ties * ; * : * • (J)Hanger Support Required,by others s •• _� ATEa :� Wind a'0 +'a, •(V Wind loads based on MWFRS with additional C&C lam-i •• Pi `Q�••�• ' member design. o ••. ORO,, I '' Right end vertical not exposed to wind pressure. ���� ..... �• v #0 278'"v S'...._ "4 07/23/2018 "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)fsafety practices prior to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attachd rigid ceiling. Locations shown for rmanent lateral restraint of webs shall havebracing insalled per BCI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joinf 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 drawing any failure to build the truss in conformance with ANSI 11,or for handling,shipping,installation and bracing of trussesA eal on this drawing or cover page,• 6750 Forum Drive listing this drawing,indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability 6750 305 and use of this arming for any structure 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 w.alpineitw.com;TPI:ww .tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org • i Job Number: 530318 Ply: 1 SEQN:883389 /T32 /HIPS Gust:R R9353 JRef: 1 WcW93530006 278 SEMINOLE RD. DUVAL CTY(COLE BUILDERS)278 SEMINOLE RD. DUVAL C Qty: 1 FROM:RH DiwNo: 204.18.0737.36052 Truss Label: B14 Page 2 of 2 JB / DF 07/23/2018 Deflection Max JT VERT DEFL:LL:0.32"DL:0.57".See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. tN11If1troyrrljM g 11 a o. 648 • a * ; 1* : * ° y 'ATE 13 ,s'• •. &O R\ • ° ',r 149,4 61 . es, ..ase rsn..* 0., 0NAL a,1' N #0 278 °y+4 -wrirtanu>,fl 07/23/2018 "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 safelyllpractices prior to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny attachd rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCI sections B3,B7 or 810, as applicable. Applplates to each face oftrussand position as shown above and on the JoinfDetails, unless noted otherwise. Refer to /� drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Buildin ompon nts GroupInc.shall not be responsible for any deviation from this drawin an failure to build the ,1;,T,,,Ca,,;u,, truss in conformance with ANSI/ 11,or forfhandling,shipping,installatidn and bracing of,trussesA seal on this drawing or cover page,_ 6750 Forum Drive listing this drawing,indicates acceptance of pro-fessionaf engineering responsibility solely for the design shown. The suitability Suite 305 and use of this dawing for any structure is the responsibility of the Building Desigder perANSI/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: 530318 Ply: 1 SEQN:883028 /T15 /HIPS Cust:RR9353 JRef: 1WcW93530006 278 SEMINOLE RD. DUVAL CTY(COLE BUILDERS)278 SEMINOLE RD. DUVAL C Qty: 1 FROM:RH DrwNo: 204.18.0737.35349 Truss Label: B15 JB / DF 07/23/2018 C13 6'1"8 10'5"12 14'8" 20'3"4 25'3" 30'8" '11335'11"11 4'4"4 I 4'2"4 I 5'r4 I 4'11"12 I 5'5" I =4X6 Ir2X4 =3X4 1113X4 D s 3X4 12 C 6 06X6 • ea. (a) (a) r n sr T 53XBA(AtM ry , ,......r. 0508 =3X4 B2 =3X4 J 1 P I13 2= 11 _ a4 LK 83 I H 12 =6X6 -3X8 1112X6 1112X4 1 308.. 1 5.2"8I 4,2,•4 I 4'512 5'5"8 5'3"4 I 5'3"4 6' 10'2"4 14'8" 20'1"8 25'4"12 30'8" riil 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# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.314 B 999 240 P 1162 /214 /699 /- /228 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.877 B 613 180 H 1153 /360 /608 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.178 I - - Wind reactions based on MWFRS EXP:D Des Ld: 37.00 HORZ(TL): 0.336 I - - P Min Brg Width Req= - Mean Height:15.00 ft H Min Br Width Re NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 9 q= - 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# TPI Std: 2014 Max BC CSI: 0.973 Load Duration:1.25 MWFRS Parallel Dist:h to 2h Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:3.07 ft Rep Factors Used:Yes Max Web CSI: 0.884 Loc.from endwall:not in 9.00 ft FT/RT:0(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 2226 -5019 D-E 716 -1487 Wind Duration:1.33 WAVE,18SS VIEW Ver:17.02.02.1208.15 B-C 1171 -2708 E-F 714 -1483 Lumber C-D 836 -1849 F-G 321 -690 Top chord 2x4 SP#2 Bot chord 2x6 SP#2:B2 2x4 SP SS Dense: Maximum Bot Chord Forces Per Ply(lbs) :B3 2x4 SP#2: Chords Tens.Comp. Chords Tens. Comp. Webs2x4SP#3 A-O 4649 -2356 N-M 2341 -1198 Bracing O-N 4175 -2130 M-J 1608 -806 (a)Continuous lateral restraint equally spaced on member.Or 1x4'T'reinforcement.80%length of Maximum Web Forces Per Ply(lbs) web member.Same species&SRB grade or better, Webs Tens.Comp. Webs Tens. Comp. attached with 8d Box or Gun(0.113"x2.5",min.)nails 0-B 1449 -653 J-F 1137 561 6"oc. B-N 983 -1884 J-I 760 -356 Purlins N-C 715 -284 F-I 664 -1158 In lieu of structural panels or rigid ceiling use purlins C-M 504 -942 I-G 1205 562 to laterally brace chords as follows: ipy D-M 646 -228 G-H 569 -1112 Chord Spacing(in oc) Start(ft)014.51End(f �� TC 24 0.00 14.51TC 54 14.51 30.51BC 73 0.05 5.85 (CT . .BC 75 5.85 20.12BC 120 20.12 30.51Apply purlins to any chords above or below fillers "fie . 7( at 24"OC unless shown otherwise above. r v • Hangers/Ties * _ * (J)Hanger Support Required,by others • ATE �a I • s 4. Wind %-014�. Wind loads based on MWFRS with additional C&C , A'• .' P••���� member design. VA..... .....R,O1051, Right end vertical not exposed to wind pressure. #0 278 "�vvy�4.yvotingussu QNAL� 07/23/2018 **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,byTPI and SBCA)for safetyy practices prior to performing these functions. Installers shall provide temporary bracing per SCSI..Unless noted dtherwise,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 havebracin insalled 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 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 drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of ioroTessionai 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. 530318 Ply: 1 SEAN:883083 /T31 /COMN Cust:RR9353 JRef: 1 WcW93530006 278 SEMINOLE RD. DUVAL CTY(COLE BUILDERS)278 SEMINOLE RD. DUVAL C Qty: 1 FROM:RH DrwNo: 204.18.0737.36082 Truss Label: B16 JB / DF 07/23/2018 67"1I 10'2"4 I 15'6" I 23'3"2 I 31' 6'7"1 37"3 5'3"12 7'9'2 7'8"14 1114X6 E >j43 12sV0io osiN T G L 1 if3 A 3X4(A1) - 4 IN4X6 1112X4= 3X4(A7) j 16'6" j 144T. -- 1'4" ' 6' 4' 6' 7O"12 77"4 I 6'4" I 10'4" 16'4" 23'412 31' 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 U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pt NA Ce:NA VERT(LL): 0.031 K 999 240 L 440 /84 /235 /- /268 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.107 K 999 180 I 1774 /187 /1047/- /- /4.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.019 H - - G 392 /191 /305 /- /- /- Des Ld: 37.00 EXP:0 HORZ(TL):0.040 I - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 L Min Brg Width Req= 1.5 TCDL:4.0 psf I Min B Width R 2.1 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.936 eq= Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.540 G Min Brg Width Req= - Spacing:24.0" C&C Dist a:3.10 ft Rep Factors Used:Yes Max Web CSI: 0.958 Bearings L&I are a rigid surface. Loc.from endwall:not in 9.00 ft FT/RT:0(0)/5(2) 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:17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber B-C 239 -757 F-G 368 -423 Top chord 2x4 SP#2:T3 2x4 SP SS Dense: E-F 792 -141 Bot chord 2x4 SP#2 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 B-K 677 -309 J-I 346 -572 member.Or 1x4'T'reinforcement.80%length of K-.1 564 -273 web member.Same species&SRB grade or better, attached with 8d Box or Gun(0.113"x2.5",min.)nails @ 6"oc. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Purlins C-J 273 -698 E-I 364 -1110 In lieu of structural panels or rigid ceiling use purlins J-E 572 -247 I-F 416 -755 to laterally brace chords as follows: ChoSpaci7C 5(in oc) St33(ft) 31n00ft) iHflilUyt411, BC 78 0.153 6.33 �S � ',¢l tk,�jq� BC 48 6.33 10.33 � � �, :,e� �� BC 75 10.33 30.88 a*•\GE. S;c•••. N. Apply purlins to any chords above or below fillers e+ V!. l i. at 24"OC unless shown otherwise above. 4 e • Hangers/Ties a O. 648 (J)Hanger Support Required,by others : * • *, Wind "s -131*$ §tATE C �t� Wind loads based on MWFRS with additional C&C % " member design. > % •:tI �� Additional Notes ,:?r�A� „.."«QR'..'. \ 42.4? Shim all supports to solid bearing. #0 278lf/140/ s�ONt�y� � fJ� ontttanutiOu- 07/23/2018 "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'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 hav a properly attachd rigid ceiling. Locations shown forfpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Appplates to each face o truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to A L.P I N E drawings 160A-Z for standard plate positions. Alpine,a division of ITV Buildin Components Group Inc.shall not be responsible for any deviation from this drawinganyy 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 drrwing or cover pane 6750 Forum Drive listing this drawing indicates acceptance of proTessionar 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: 530318 Ply: 1 SEQN:883079 /T13 /HIPS Cust:RR9353 JRef: 1WcW93530006 278 SEMINOLE RD. DUVAL CTY(COLE BUILDERS)278 SEMINOLE RD. DUVAL C Qty: 1 FROM:RH DrwNo: 204.18.0737.35116 Truss Label: B17 JB / DF 07/23/2018 6'7"1I 10'2"4 I 15 _ 16' 23'3"2 I 31' 67"1 3'7"3 4'9"12 1' 7'3"2 7'8"14 5X5 e 5X5 E F - t . 1112X4 12 D 6 -" 'H0610 o 05X5 G y - Z T B 1114X8 =SX10(SRS) _ I. IT: A ---. 111111111111°1111. ''''. iggelliggillililla4 03X4(A1) 4 4 =5X12 1112X4 =3X4(A1) _ 1 16'6" A 14'6" A 11'4"11". 6' I 4' I 6' I 70 12 I 77"4 8'4" 10'4" 16'4" 23'4"12 31' 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# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.028 L 999 240 M 437 /83 /236 /- /261 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.100 L 999 180 J 1779 /191 /1047/- /- /4.0 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.016 I - - H 391 /193 /305 /- /- /- Des Ld: 37.00 EXP:D HORZ(TL): 0.037 J - - Wind reactions based on MWFRS Mean Height 15.00 ft M Min BrgWidth 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: 0.998 J Min Brg Width Req= 2.1 TPI Std: 2014 Max BC CSI: 0.542 H Mg Brg Width Req= Load Duration:1.25 MWFRS Parallel Dist:h to 2h Bearings M&J are a rigid surface. Spacing:24.0" C&C Dist a:3.10 ft Rep Factors Used:Yes Max Web CSI: 0.935 Loc.from endwall:not in 9.00 ft FT/RT:0(0)/5(2) 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:17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber B-C 238 -746 F-G 781 -145 Top chord 2x4 SP#2 E-F 613 -112 G-H 369 -417 Sot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Purlins Chords Tens.Comp. Chords Tens. Comp. In lieu of structural panels or rigid ceiling use purlins B-L 667 -300 K-J 335 -552 to laterally brace chords as follows: L-K 556 -265 Chord Spacing(in oc) Start(ft) End(ft) TC 75 -1.33 15.00 TC 12 15.00 16.00 Maximum Web Forces Per Ply(lbs) BC 78 0.15 6.33 Webs Tens.Comp. Webs Tens. Comp. BC 48 6.33 10.33 3 BC 75 10.33 30.88 C-K 282 -705 F-J 205 -503 Apply purlins to any chords above or below fillers K-E 540 -227 J-G 402 -737 at 24"OC unless shown otherwise above. E-J 242 -632 iltiUlit/uf Hangers/Ties � F �fhipt��i (J)Hanger Support Required,by others ,Ay .e••e. f Wind /11*,40Sti ".1.004E Se*:® N Wind loads based on MWFRS with additional C&C • member design. ; • o. 648 •• si Additional Notes r : _ Shim all supports to solid bearing. * • /* i • VATE 'cc f #0 278"'1y,44, ‘161/QNAt- '‘'4.0" Os- idnintatiuliutO 07/23/2018 "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 o-therwise,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 bracinginstalled per BCSI sections B3,B7 or B10 as applicable. Apply plates 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 Building omponents Group Inc.shall not be responsible for any deviation from this drawin any failure to build the ,V4„�„00,,„u"., truss in conformance with ANSI/I 11,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 orofessionar 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/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. 530318 Ply: 1 SEQN:883075 /T30 /HIPS Gust:R R9353 JRef: 1 WcW93530006 278 SEMINOLE RD. DUVAL CTY(COLE BUILDERS)278 SEMINOLE RD. DUVAL C Qty: 1 FROM:RH DrwNo: 204.18.0737.35881 Truss Label: B18 JB / OF 07/23/2018 6'7"1I 13' I 18' I 24'2"12 I 31' 6'7"1 6'4"15 5' 6'2"12 6'9"4 ;5X5 =5X5 D E T r r - 12 6V 05X5 1 M `.TKI t4 B 1114X6 11144h1r4 G �3X4(A1) 12 4 1114X6 =3X4 =3X4(A1) _ A 16'6" k 14'6" A 1'4" 4" 6' 4' 6' T9" 6'11" I! I ' 6'4" I 10'4" I 16,4" I 241" I 31' 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# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.031 K 999 240 L 426 /153 /241 /- /229 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.110 K 999 180 I 1809 /537 /1042/- /- /4.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.017 I - - G 383 /189 /299 /- /- /- Des Ld: 37.00 EXP:D HORZ(TL): 0.040 I - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 L Min Brg Width Req= 1.5 TCDL:4.0 psf I Min BrgWidth Req= 2.1 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.910 Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.630 G Min Brg Width Req= - Spacing:24.0" C&C Dist a:3.10 ft Rep Factors Used:Yes Max Web CSI: 0.781 Bearings L&I are a rigid surface. Loc.from endwall:not in 9.00 ft FT/RT:0(0)/5(2) GCpi:0.18 Plate Type(s): Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber B-C 254 -754 E-F 475 -455 Top chord 2x4 SP#2 C-D 393 -104 F-G 365 -448 Bot chord 2x4 SP#2 D-E 765 -139 Webs 2x4 SP#3 Purlins Maximum Bot Chord Forces Per Ply(lbs) In lieu of structural panels or rigid ceiling use purlins Chords Tens.Comp. Chords Tens. Comp. to laterally brace chords as follows: B-K 682 -294 J-I 314 -475 Chord Spacing(in oc) Start(ft) End(ft) K-J 574 -263 I-H 327 -576 TC 75 -1.33 13.00 TC 60 13.00 18.00 TC 75 18.00 31.00 Maximum Web Forces Per Ply(lbs) BC 78 0.15 6.33 Webs Tens.Comp. Webs Tens. Comp. BC 48 6.33 10.33 BC 75 10.33 30.88 C-J 457 -866 E-H 814 -412 Apply purlins to any chords above or below fillers D-I 306 -740 H-F 367 -419 at 24"OC unless shown otherwise above. IIMIII yN I-E 436 -892 'WiHangers I Ties ,f ,"t"► rL �'`tY (J)Hanger Support Required,by others C�C‘3... V e,e•.E e•e.e41/ Wind vO*`'O $ �••••'• Wind loads based on MWFRS with additional C&C I , '' member design. x O. ' • i • Additional Notes i * F /* a Shim all supports to solid bearing. "ee § ATE I +Q�g • §/I ATE 278fg,, °NMudoi- ;°\g" 07/23/2018 '"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 SCSI(Building Component Safety Information,by TPI and SBCA)for safely practices 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 propperly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections$3,B7 or B10' as applicable. Applplates to each faceoftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer toALPINE P drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Compon nts Group Inc.shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI/TP! 1,or forghandling,shipping,instellatidn and bracing of,trussesA seal on this drewir1g or cover page,, 6750 Forum Drive listing this drawing,indicates acceptance of orooessionar engineering responsibility solely for the design shown. The suitability Suite 305 and use of this drawing for any structure is the responsibilit9of the Building Designer per ANSI/TP!1 Sec.2. 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.corn,ICC: www.iccsafe.org Orlando FL,32821 Job Number. 530318 Ply: 1 SEAN:883068 /T27 /HIPS Cust:R R9353 JRef: 1 WcW93530006 278 SEMINOLE RD. DUVAL CTY(COLE BUILDERS)278 SEMINOLE RD. DUVAL C Qty: 1 FROM:RH DrwNo: 204.18.0737.35210 Truss Label: B19 JB / DF 07/23/2018 6'7"8 11' 16'4" 20' 25'2"12 31' 6'7"8 I 4'4"8 { 5'4" I 3'8" I 5'2"12 I 5,9"4 I =5X5 =3X4 =4X6 _ D E F 12 03X4 611 C 024 b to „' lli: TL K N Bin- 1114X6 =5X10 H _ l A .,.. �3X4(A1) 12 4 16X6 -3X4 =33X4(A1) _ 1 16'6" 1 14'6" 1 1'4" 6' 4' 6' 3'8" 11' I I , 6,4" I 10,4" I 16,4" I 20' I 31' 'I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,P(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# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.036 L 999 240 M 455 /159 /273 /- /198 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.122 L 999 180 J 1743 /527 /968 /- /- /4.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.020 J - - H 405 /167 /301 /- /- /- Des Ld: 37.00 EXP:D - HORZ(TL):0.043 J - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height 15.00 ft Code/Misc Criteria Creep Factor:2.0 M Min Brg Width Req= 1.5 TCDL:4.0 psf Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.975 J Min Brg Width Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.879 H Min Brg Width Req= - Spacing:24.0" C&C Dist a:3.10 ft Rep Factors Used:Yes Max Web CSI: 0.686 Bearings M&J are a rigid surface. Loc.from endwall:not in 9.00 ft FT/RT:0(0)/5(2) 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.17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber B-C 262 -852 F-G 464 -201 Top chord 2x4 SP#2 E-F 766 -134 G-H 358 -457 Bot chord 2x4 SP#2:B4 2x4 SP M-31: Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Purlins Chords Tens.Comp. Chords Tens. Comp. In lieu of structural panels or rigid ceiling use purlins B-L 768 -239 K-J 439 -827 to laterally brace chords as follows: L-K 648 -211 J-I 254 -405 Chord Spacing(in oc) Start(ft) End(ft) TC 73 -1.33 11.00 TC 108 11.00 20.00 Maximum Web Forces Per Ply(lbs) TC 75 20.00 31.00 Webs Tens.Comp. Webs Tens. Comp. BC 78 0.15 6.33 BC 48 6.33 10.33 L-C 380 -35 J-F 282 -863 BC 75 10.33 30.88 C-K 374 -775 F-I 472 -80 Apply purlins to any chords above or below fillers K-E 817 -275 I-G 341 -427 at 24"OC unless shown otherwise above. trtttlAUNgf�f�,'i E-J 368 -712 Hangers/Ties O��4IS. Lt'/),� iii (J)Hanger Support Required,by others •••; -S••.. Wind c . O/ •'• Wind loads based on MWFRS with additional C&C .• t member design. x 1 O. •648 Additional Notes i * i / /'* : *' @i Shim all supports to solid bearing. t ATE • �+ a * tt�Q�? t A�sgc,":•.. 4 0 RVp.-'�,. i � s.a*at #0 278 14:61/0 sNAt 09.1 Jt"'tlun•tuuttfl s 07/23/2018 "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)f81 safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted dttherwise,top chord shall have properly attached structural sheathing and bottomchord shall have_a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSISsections 63,B7 or B10, as applicable. Applates to each face.oftrussand 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 Buildl'n omponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI 11,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 prooessionar engineering responsibility solely for the design shown. The suitability Suite 305 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Stc.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. 530318 Ply: 1 SEQN:883065 /T26 /HIPS Cust:R R9353 JRef: 1 WcW93530006 278 SEMINOLE RD. DUVAL CTY(COLE BUILDERS)278 SEMINOLE RD. DUVAL C Qty: 1 FROM:RH DrwNo: 204.18.0737.35756 Truss Label: B20 JB / DF 07/23/2018 6'5"12I 9' I 16'4" I 22' I 26'2"12 31' I 6'S"12 2'6"4 7'4" 5'8" 4'2"12 4'9"4 __5X5 -=3X4 =4X6 D E F 12 III C4 r" c� 6 V . ,2X4 o GG =gyp T L K -, isi B -5X10(SRS) !114X6 H l A c - ... 3X4(A1) 12 4 m6X6 I =3X4 =3X4(A1) 1 16'6" ♦ 14'6" 1 14„ I4,"- 6' I 4' I 6 I 5'r I 9 4 6'4" 10'4" 16'4" 22' 31' Loading Criteria(psi) 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# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.041 C 999 240 M 468 /164 /288 /- /166 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.140 C 999 180 J 1718 /521 /918 /- /- /4.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.021 I - - H 406 /140 /277 /- /- /- Des Ld: 37.00 EXP:D HORZ(TL): 0.045 J - - Wind reactions based on MWFRS Mean Height:15.00 ft M Min B Width Req1.5 NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 r9 = Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.995 J Min Brg Width Req= 2.0 Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.989 B Min Brg Width Req= RepFactors Used:Yes Max Web CSI: 0.878 Bearings M&J are a rigid surface. Spacing:24.0" C&C Dist a:3.10 ft Loc.from endwall:not in 9.00 ft FT/RT:0(0)/5(2) 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:17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. - Lumber B-C 302 -909 E-F 860 -198 Top chord 2x4 SP#2 C-D 431 -881 G-H 297 -527 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Purlins Chords Tens.Comp. Chords Tens. Comp. In lieu of structural panels or rigid ceiling use purlins B-L 819 -219 I-H 442 -218 to laterally brace chords as follows: K-J 459 -927 Chord Spacing(in oc) Start(ft) End(ft) TC 70 -1.33 9.00 TC 120 9.00 22.00 Maximum Web Forces Per Ply(lbs) TC 75 22.00 31.00 Webs Tens.Comp. Webs Tens. Comp. BC 78 0.15 6.33 BC 48 6.33 10.33 L-D 828 -380 E-J 409 -732 BC 73 10.33 16.33 D-K 319 -550 J-F 333 -943 BC 75 16.33 30.88 till K-E 802 -216 F-I 396 -63 Apply purlins to any chords above or below fillers piJ at 24"OC unless shown otherwise above. 0,5S F,t,�� 4i$ Hangers/Ties • h� .. • . "S�,ij�.l��/�/ (J)Hanger Support Required,by others 4 ...\v\ Wind V : 0. ;4648 • • Wind loads based on MWFRS with additional C&C 3 a a : * member design. = * . / * • Additional Notes 1: i .I ATE M • Shim all supports to solid bearing. 's.0 ; Q I VI It #0 278 y'I41/4/1 oban0N'wWttW��� 07/23/2018 V `"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 SCSI..Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progpeefly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, /46 as applicable. Appplates toeach faceoftrussand position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard late positions. Alpine,a division of ITW B ild'n ompon nts Group Inc.shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI/1-P! 1,or for handling,shipping,installation and bracing of trussesA seal on this drowirdg or cover page,, 6750 Forum Drive listing this drawing indicates acceptance of proTesslonar engineering responsibility solely for the design shown. The suimbility 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 f Job Number. 530318 Ply: 2 SEQN:883463 /T45 /HIPS Cust:R R9353 JRef: 1 WcW93530006 278 SEMINOLE RD. DUVAL CTY(COLE BUILDERS)278 SEMINOLE RD. DUVAL C Qty: 1 FROM:RH DrwNo: 204.18.0737.35241 Truss Label: B21 JB / DF 07/23/2018 I 5 5 2 Complete Trusses Required 4'4'6 7' 10'2"416'4" 20'0"4 24' 31' 4'4"6 I 27"101 3'2"4 I 6'1"12 1 3'8"4 3'11"12 { 7' H 4XX4 1112X4 =6X6 =3X4 =4X6 E I 12 '�t;4144141 = in, T 6 12 C4 T n� I ist 1 B /O 1114X6 =5X10(SRS) B. _ II2X4 �, ! c •� A �3X4(A1) 12 4 6X6 3X4 III2X4 m3X4(A1) I j 16'6" j 14'6" A X1'4" 141" 3'10"10 I 2'1"6 4' ' 6' I 3'11"12 1 3'6"8 I T1"12 4� 4'210 6'4" 10'4" 16'4" 20'3"12 23'10"4 31' 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# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.056 N 999 240 P 634 /220 /- /- /- /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.156 N 999 180 L 3819 /1192 /- /- /- /4.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.032 L - - I 343 /109 /- /- /- /- Des Ld: 37.00 EXP:D HORZ(TL): 0.060 L - - Wind reactions based on MWFRS Mean Height:15.00 ft NCBCLL:0.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 P Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:5.0sf Bldg Code: FBC 2017 RES Max TC CSI: 0.977 L Min Brg Width Req= 2.3 p I Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.630 Bearings P&L are a rigid surface. Spacing:24.0" C&C Dist a:3.10 ft Rep Factors Used:No Max Web CSI: 0.469 Loc.from endwall:NA FT/RT:0(0)/5(2) 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:17.02.02.1208.15 _ Chords Tens.Comp. Chords_Tens. Comp. Lumber Loading B-C 289 -932 F-G 1230 -384 Top chord 2x4 SP#2 #1 hip supports 7-0-0 jacks with no webs. C-D 272 -897 G-H 411 -131 Bot chord 2x4 SP#2 Left side jacks have 7-0-0 setback with 0-0-0 cant Webs 2x4 SP#3 and 1-4-0 overhang.Endjacks have 7-0-0 setback Maximum Bot Chord Forces Per Ply(lbs) Nailnote with 0-0-0 cant and 1-4-0 overhang.Right side jacks Chords Tens.Comp. Chords Tens. Comp. have 7-0-0 setback with 0-0-0 cant and 0-0-0 Nail Schedule:0.131"x3",min.nails overhang. B-0 849 -258 M-L 415 -1317 Top Chord:1 Row @12.00"o.c. O-N 873 -267 L-K 141 -457 Bot Chord:1 Row @12.00"o.c. Additional Notes N-M 549 -173 Webs :1 Row @ 4"o.c. Shim all supports to solid bearing. Use equal spacing between rows and stagger nails in each row to avoid splitting. Maximum Web Forces Per Ply(lbs) 12"o.c.spacing of nails perpendicular and parallel to Webs Tens.Comp. Webs Tens. Comp. grain required in area over bearings greater than 12" N-D 608 -156 L-G 337 -1073 Purlins tRtJlAttt�t D-M 188 -614 G-K 565 -120 t� M-F 1231 -380 K-H 234 -744 In lieu of structural panels or rigid ceiling use purlins ��++ ttt�l to laterally brace chords as follows: ('� J F ja, F-L 289 -632 Chord Spacing(in oc) Start(ft) End(ft) ���•••• .•••. ,f� TC 106 -1.33 7.00 h • U,'� t�� +. TC 120 7.00 24.00 �J • 7 +• TC 94 24.00 31.00 BC 78 0.15 6.33 I •.(t. �,4 Qp BC 48 6.33 10.33 ; 0. 646 BC 76 10.33 16.33 3 BC 120 16.33 30.88 1 * • / • Apply purlins to any chords above or below fillers • -/ at 24"OC unless shown otherwise above. ..0.4. c, 'ATE `,� 1 7. • •w = Hangers/Ties "v', .`. Q�• �+' �: (J)Hanger Support Required,by others �_ ..,*46...„...� *°•.. �.....•'� �` G� �r Wind ' ` �/ONAL E o Wind loads and reactions based on MWFRS. #0 278 �yf4ut/tuntrylWutum- 07/23/2018 "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,handlin shipping installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'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 proper) attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 133,B7 or B10-, as applicable. Applplates to each face of truss and position as shown above and on the JoinrDetails, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. ALPINE- 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„p,COMPANY in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this draw µ„ ing or cover page6750 Forum Drive listing this drawing indicates acceptance of proTessfonar engineering responsibility solely for the desi n shoviwn. 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 thisjob'sgeneral notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www. inst.a SBCA: www.sbcindustry.com; Orlando FL,32821 P 9 P tP 9: ICC: www.iccsafe.org Job Number. 530318 Ply: 2 SEQN:883369 /T20 /HIPS Gust:R R9353 JRef: 1 WcW93530006 278 SEMINOLE RD. DUVAL CTY(COLE BUILDERS)278 SEMINOLE RD. DUVAL C Qty: 1 FROM:RH DrwNo: 204.18.0737.35458 Truss Label: B22 Page 1 of 2 JB / DF 07/23/2018 I 5 5 2 Complete Trusses Required ' 6'1"8 17'1 10'8" 16'3"12 I 21'10" I 28'10" 6'1"8 108 3'8" 57"12 5'6"4 7' =4X6 =3X4 1112X4 =5X6 12 0X4 D E F G T - - T 612 ro in N M L n 1 b B 1114X6=3X4 =5X10(SRS) H km a 1 �3X4(A1) 12 4 6X6 1112X4 =3X4(A1) A 16'4" 1 176" 1 1'4" 14L' 5,6" + 1,2 i Job Number. 530318 Ply: 2 SEQN:883369 /T20 /HIPS Cust:RR9353 JRef: 1WcW93530006 278 SEMINOLE RD. DUVAL CTY(COLE BUILDERS)278 SEMINOLE RD. DUVAL C Qty: 1 FROM:RH DrwNo: 204.18.0737.35458 Truss Label: B22 Page 2 of 2 JB / DF 07/23/2018 Special Loads (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC:From 56 plf at -1.33 to 56 plf at 7.00 TC:From 28 plf at 7.00 to 28 plf at 21.83 TC:From 56 plf at 21.83 to 56 plf at 30.17 BC:From 4 plf at -1.33 to 4 plf at 0.00 BC:From 21 plf at 0.00 to 21 plf at 5.83 BC:From 10 plf at 5.83 to 10 plf at 10.67 BC:From 11 plf at 10.67 to 11 plf at 16.17 BC:From 10 plf at 16.17 to 10 plf at 21.80 BC:From 20 plf at 21.80 to 20 plf at 28.83 BC:From 4 plf at 28.83 to 4 plf at 30.17 TC: 280 lb Conc.Load at 7.03 TC: 48 lb Conc.Load at 9.06 TC: 144 lb Conc.Load at 11.06 TC: 155 lb Conc.Load at 13.06 TC: 168 lb Conc.Load at 15.06 TC: 170 lb Conc.Load at 17.06,17.77,19.77 TC: 385 lb Conc.Load at 21.80 BC: 618 lb Conc.Load at 7.03 BC: 284 lb Conc.Load at 9.06 BC: 108 lb Conc.Load at 11.06 BC: 106 lb Conc.Load at 13.06 BC: 123 lb Conc.Load at 15.06 BC: 127 lb Conc.Load at 17.06,17.77,19.77 BC: 478 lb Conc.Load at 21.80 itftfl1141 4/005...1"...--.7,0;v4„. .7:. S ReAr4,,, o. 648• . * ' /* , yATE •'� , • ••w. _ C9 . #0278�'14.�/0NAl-' �� 1 07/23/2018 "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 anti SBCA)fo'r safety practices poor 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 for permanent lateral restraint of webs shall have bracinginstalled 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 B ildinl omponents Group Inc.shall not be responsible for any deviation from this drawin�apy failure to build the ,,,,,,,o,,,w,,, truss in conformance with ANSITT 11,or for handling,shipping,installation and bracing of,trussesA seal on this dr wi 9 or cover page,, 6750 Forum Drive listing this drawing,indicates acceptance of prolessionaf engineering responsibility solely for the design shown. The suitability Suite 305 and use of this dawing for any structure is the responsibility of the Building Designer pe ANSIITPI 1 Sgec.2. 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 Job Number. 530318 Ply: 1 SEQN:883126 /Ill /MONO Gust:R R9353 JRef: 1WcW93530006 278 SEMINOLE RD. DUVAL CTY(COLE BUILDERS)278 SEMINOLE RD. DUVAL C Qty: 4 FROM:RH DrwNo: 204.18.0737.35599 Truss Label: C23 JB / DF 07/23/2018 I 81114 I 135'3 I 26 611'14 664 65,3 1224 E /3x1 12 0 6C r2 b /5x5 L B G B2 =2x41/11) =5X5 1113x6 — 1 25 l 103'4 9111 F1<' I 163'4 2612 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/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.035 G 999 240 B 891 /64 /555 /- /328 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.086 G 999 180 F 859 /202 /549 /- /- /4.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.015 E - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:D HORZ(TL):0.026 E - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:2.0 F Min Brg Width Req= 1.5 TCDL:4.0 psf Bearings B&F are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.980 g g Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.594 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: 0.575 Loc.from endwall:not in 9.00 ft FT/RT:0(0)/5(2) 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:17.02.02.1208.15 B-C 169-1295 C-D 115 -1036 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP SS Dense:B2 2x4 SP M-31: Webs 2x4 SP#3 B-G 1091 -519 G-F 571 -286 Bracing Maximum Web Forces Per Ply(lbs) (a)Continuous lateral restraint equallyspacedon Webs Tens.Comp. Webs Tens. Comp. member.Or 1x4'T'reinforcement.80%length of web member.Same species&SRB grade or better, G-D 674 -103 D-F 411 -821 attached with 8d Box or Gun(0.113'x2.5",min.)nails @ 6"oc. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Ittdiffgt Chord Spacing(in oc) Start(ft) End(ft) Ault TC 58 -1.33 20.00 Cx /'CJ` F) I+ iy BC 120 0.15 20.00A ,` \,l'� �; L C rtti 4"0 at 24"OClns to unless s ownchords r otherwise abe or ovew fillers cre• ,.0j. "S„�•$••'•.r %. Loading , : ' s a Truss passed check for 20 psf additional bottom z r (). 648 chord live load in areas with 42"-high x 24"-wide ' clearance. ; / � : * a Wind tr. ,.0; ATE �: Wind loads based on MWFRS with additional C&C 1 Q .• 41./ C member design. y . '. r Right end vertical not exposed to wind pressure. �y��e+�S..�oR,..'.�` 4. C�' rJ wl\� �ttt, �0NAt ON #0 278 Att4U*tunrututt►13' 07/23/2018 '"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,handlingp shipppin installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety for prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathingand bottom chord shall have a props y attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg insalled per BCI sections B3,B7 or B10, as applicable. Appplates to each face,otruss 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 AN 11W COMPANYtruss in conformance with ANSI/TPI 1,or for handling,shipping,installation andbracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of oroTessionar engineering responsibility solely for the design shown. The suability 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. 530318 Ply: 1 SEQN:883087 /T10 /MONO Cust:R R9353 JRef: 1 WcW93530006 278 SEMINOLE RD. DUVAL CTY(COLE BUILDERS)278 SEMINOLE RD. DUVAL C Qty: 7 FROM:RH DrwNo: 204.18.0737.35084 Truss Label: C24 JB / DF 07/23/2018 7'7.3 ! 14.5'4 7'7'3 6'10'1 19 12 35X5 617 Co 72 B -411111111111111111'1 Ti .t A — F =-2X401) 112X4 63X4[111(111 — 1 14'5'4 i 1 4 7'5'14 6'11'6 - I 7'5'14 I 14'5'4 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/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.015 F 999 240 B 636 /52 /424 /- /241 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.042 F 999 180 E 536 /145 /393 /- /- /3.3 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.008 F - - Wind reactions based on MWFRS Des Ld: 37.00 a.D HORZ(TL): 0.014 F - - B Min Brg Width Req= 1.5 Me Mean Height 15.00 ft E Min BrgWidth Re 1.5 NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 q=- TCDL:4.0 psf Bearings B&E are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.981 g g Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.669 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: 0.798 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT:0(0)/5(2) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 B-C 75 -757 Lumber Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 B-F 610 -326 F-E 606 -328 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. [11] W3X4 S 2.75 C-E 375 -693 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 73 -1.33 14.44 BC 120 0.15 14.44 irtriigltlgtlifii Apply purlins to any chords above or below fillers �` A s�,(,�r r• i., at 24"OC unless shown otherwise above. V` iC, / %i Wind e�• C,f/ . . 4.1%.4` Wind loads based on MWFRS with additional C&C 3 N. Se.+' member design. r;# R' ': Right end vertical not exposed to wind pressure. 4 ; o. 648 i * T. ' /* 41 • . t . -0\ yfATE c , i ,ONM- #0 278 ��hrulintnanuNtlr" 07/23/2018 "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)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 hoorrdct o sl have Ba properly attached rigid ceiling. Locations shown for_permanent lateral restraint of webs shall have braacingq ins Ileo B10, /46 as applicabe. Apply plates to each face otruss 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 11W BuildingCComponents Group Inc..shall not be responsible for any deviation from this dr?win any failure to build the µ,1,�,cp,,P,s,., 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 oprooessronaf engineering responsibility solely for the design shown. The suitability Suite 305 and use of this dawing for any structure is the responsibility of the Building Designer per-ANSI/TP!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(lumber: 530318 Ply: 1 'SEQN:883110 /T6 / SPEC Cust:RR9353 JRef: 1WcW93530006 278 SEMINOLE RD. DUVAL CTY(COLE BUILDERS)278 SEMINOLE RD. DUVAL C Qty: 3 FROM:RH DrwNo: 204.18.0737.35351 Truss Label: C25 JB / DF 07/23/2018 7'6'1 14'5" 163"4 7'6'1 !- 8'10"15 I- 2'0"4 =4X4 _ D -' 116) - qCE ' 12 5x5 6l ' °tt i-- i E E' e 1 A 'i _ 1 H G Al)4 =5X5 =3X8 1112X4117) - 1 16'5'4 1 74"12 7'0'4 2'0'4 I-1.4.' I 7'4'12 I 14'5" I 18'5'4 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 Weft L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.023 H 999 240 B 711 /77 /468 /- /241 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.062 H 999 180 F 612 /117 /390 /- /- /3.3 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.008 G - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:D HORZ(TL): 0.016 G - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 F Min Brg Width Req= 1.5 TCDL:4.0 psf Bearings B&F are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.989 g g Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.600 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: 0.782 Loc.from endwall:not in 9.00 ft FT/RT:0(0)/5(2) Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 B-C 221 -914 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs 2x4 SP#3 B-H 749 -391 H-G 746 -393 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 [16] W2X4 1.50 R 1.25 [17] W2X4 S 2.75 C-G 340 -651 E-F 331 -616 Purlins G-E 565 -306 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 68 -1.33 14.42 TC 27 14.42 16.44 Minx/►glttr BC 120 0.15 16.44 �$ F1.E /to? Apply purlins to any chords above or below fillers V0f*ii at 24"OC unless shown otherwise above...•_..%"�. +!/� WindC. • Wind loads based on MWFRS with additional C&C 1 : • it member design. i to. 848 ' Right end vertical not exposed to wind pressure. =* • / • * = ` ' ATE #0 278 nl/-.futtnant00 07/23/2018 "'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 SCSI(Building Component Safety Information,by TPI and SBCA)Mr safety actices prior to performing these functions. Installers shall provide temporary bracing per SCSI.Unless noted otherwise,top chord shall have prope attached structural sheathing and bottom chord shall have a properly attached rod ceiling Locations shown forpelateral restraint bf webs shall have braacin installed per BCI sections B3,B7 or B10, as applicable. AppTy plates to each face.oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE PIN E drawings 160A-Z for standard plate positions. . 1 Alpine,a division of ITW B ildl'n omponents Group Inc.shall not be responsible for any deviation from this drawin an failure to build the truss in conformance with ANSI/IP! 1,or for handling,shipping,installatidn and bracing of trussesA seal on this drawing or cover pae 6750 Forum Drive listing this drawing indicates acceptance of proressionar engineering responsibility solely for the design shown. The suit-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 yumber. 530318 Ply: 1 SEAN:883103 /T8 / HIPS Cust:RR9353 JRef: 1 WcW93530006 278 SEMINOLE RD. DUVAL CTY(COLE BUILDERS)278 SEMINOLE RD, DUVAL C Qty: 1 FROM:RH DrwNo: 204.18.0737.36191 Truss Label: C26 JB / DF 07/23/2018 6'10"9 13' 15'10" lar, _ 6'10'9 I 611 I 210" (T 3X4 .4XX41X4 8219![19] '- j1E1�F = - u 12 y5X5 0 0 iiiii IFI/A 1 6 D c'� • B ,4411111111111 A 11 • - I H "G =2X4(A1) =5X5 =3X8 1112X4[20] - r 16'51 i 6'9"4 6411 3'3"8 I-1'4"-}- 6'9"4 + 13112 + 16'5"4 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# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.024 I 999 240 B 711 /183 /475 /- /290 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.065 I 999 180 G 612 /245 /380 /- /- /3.3 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.008 H - - Wind reactions based on MWFRS EXP:D HORZ L: 0.015 H - - B Min Br Width Re 1.5 Des Ld: 37.00 Mean Height:15.00 ft � ) g q NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 G Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.972 Bearings B&G are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.980 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.576 Members not listed have forces less than 375# Loc.from endwall:not in 9.00 ft FT/RT:0(0)/5(2) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVEVIEW Ver:17.02.02.1208.15 B-C 237 -940 C-D 115 -384 Lumber Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 B-I 777 -426 I-H 774 -428 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 [19] W2X4 1.50 R 1.50 [20] W2X4 S 2.75 C-H 306 -579 F-G 362 -592 Purlins H-F 566 -332 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 70 -1.33 13.00 IRdiJ/tJJ TC 34 13.00 15.83 JJJJJJ TC 8 15.831 16.44 0�� F f� BC 109 0.15 16.44 -*..-'74;\ at Apply purlins to any chords above or below fillers •.•`r/e •�.•4• at 24' OC unless shown otherwise above. O •• V • s Wind • • Wind loads based on MWFRS with additional C&C 4 : a" 648 member design. .. • 1 Right end vertical not exposed to wind pressure. i * ; /* : * "` S • ,.�`a, y3 • �ATE ,. 0 .ef.C?R��\,.%1.7 ��fi,,a���'.. //,J, pNAS1 #0 278 x�/rru nJwtwubutt- � 07/23/2018 ""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)fbsafetty practices prior to performing these functions. Installers shall provide temporary bracin per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint Of webs shall have bracing installed per BCI sections$3,B7 or B10 as app icable. 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 drawin any failure to build the truss in conformance with ANSITTPI 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 orooessronar engineering responsibility solely for the design shown. The suability and use of this &awing 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.sbandustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 530318 Ply: 1 SEQN:883099 /T35 /HIPM Gust:RR9353 JRef: 1 WcW93530006 278 SEMINOLE RD. DUVAL CTY(COLE BUILDERS)278 SEMINOLE RD.,DUVAL C Qty: 1 FROM:RH DrwNo: 204.18.0737.36035 Truss Label: C27 JB / DF 07/23/2018 6'3"4I 11 _I 165"4 I 6'3"4 4'8"12 5'5"4 s 5pX5 .3X3[17) 12 9 C4 O 000 .0 •••••••••••040,100/•10:171 B _iiit / h 0 I� / T2 -;",410111111 H 01111141111111 1 A : 05X6(SRS) =3X4 01 Xe e X4(A1) 4 1112X8 - .. 12 1 16'5"4- - I-1'4"-{ 1'6" I 4'8"12 I 81"4 I 16"" 4„ 1'10" 6'6"12 14'8" 16'2 X3-{4 4 16'5"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/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# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.064 I 999 240 J 713 /196 /469 /- /258 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.176 I 999 180 F 614 /240 /353 /- /- /3.3 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.034 F - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:D HORZ(TL): 0.063 F - - J Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 F Min Brg Width Req= 1.5 TCDL:4.0 psf Bearings J&F are a rigid surface. 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/2 to h TPI Std: 2014 Max BC CSI: 0.995 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: 0.394 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT:0(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 B-C 732-1712 C-D 472 -1072 Lumber Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 B-I 1509 -876 H-G 449 -286 Plate Shift Table I-H 951 -526 JT Plate Chord JT Plate Chord Maximum Web Forces Per Ply(lbs) No Size Shift Bite No Size Shift Bite [17) W3X3 S 1.75 Webs Tens.Comp. Webs Tens. Comp. Purlins I-C 621 -375 G-E 535 -228 H-D 691 -304 E-F 327 -633 In lieu of structural panels or rigid ceiling use purlins D-G 358 -462 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 49 -1.33 11.00 TC 65 11.00 16.44 lit1I BC 21 0.15 1.83 BC 111 1.83 14.67016 F �% BC 22 14.67 16.44 � •*.••i• ••� 'r Apply purlins to any chords above or below fillers Q +e•. \ ...e. s at 24"OC unless shown otherwise above. oc / C • Wind i o. •c848 • Wind loads based on MWFRS with additional C&C • member design. - * ; * _ • Right end vertical not exposed to wind pressure. y s Ste•, ATE • •y *. acet? •'�L OR0OP``..41 #0 278.''`'�s/ONAI�T , 07/23/2018 **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)ff r safetyactices prior to performing these functions. Installers shall provide temporary bracingper BCSI..Unless noted o'therwise,top chord shall have properly attached structural sheathin and bottom chord shall have a props y attachd rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing 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. (tefer to ALPINE . drawings 160A-Z for standard plate positions. Alpine,a division of ITW B ildd1ing Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with uNSI/TPI 1,or for handling,shipping,installation and bracing offtrussesA seal on this drawing or cover page.. 6750 Forum Drive listing this drawing indicates acceptance of poroTesslonar 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 ANSIITPI 1 S�c.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: wvAv.iccsafe.org Orlando FL,32821 Job plumber: 530318 Ply: 1 SEQN:883372 /T9 / HIPM Cust:R R9353 JRef: 1 WcW93530006 278 SEMINOLE RD. DUVAL CTY(COLE BUILDERS)278 SEMINOLE RD. DUVAL C Qty: 1 FROM:RH DrwNo: 204.18.0737.35630 Truss Label: C28 JB / DF 07/23/2018 9' 12'6"4165"4 9' 36.,4 I- 3,11" 'I =4X6 1112X4 .3X3 D E F El 0 ❑ - - 12 6 V X34 N a a -9- reig B J I H I2A s =5X5 =3X4 =5X10(S- 1 e. 'G X4(A1) ..14 1112X6 - 12 i- 165"4 -- - -i 3'6" 52" 38" 36" (-1'4""11 3'10„ I 9' I 12,8" I 162" 1 4 ,4' 165"4 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# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.119 C 999 240 K 716 /209 /463 /- /216 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.328 C 875 180 G 616 /227 /331 /- /- /3.3 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.071 G - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:D HORZ(TL): 0.133 G - - K Min Brg Width Req= 1.5 Mean Height 15.00 ft G Min BrgWidth Re 1.5 NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 q= TCDL:4.0 psf Bearings K&G are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.951 g g Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.967 RepFactors Used:Yes Max Web CSI: 0.587 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:0(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 B-C 1097 -2322 D-E 291 -552 Lumber C-D 409 -925 E-F 284 -542 Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Purlins B-J 2126 -1198 I-H 782 -437 J-I 1864 -1078 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) Maximum Web Forces Per Ply(lbs) TC 43 -1.33 9.00 Webs Tens.Comp. Webs Tens. Comp. TC 75 9.00 16.44 J-C 677 -286 H-F 729 -381 BC 46 0.15 3.83 BC 77 3.83 12.67 C-I 652 -1100 F-G 341 -579 BC 48 12.67 16.44 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. IrdiffigtiHi Wind /0 ��S FLE4�p�i Wind loads design. on MWFRS with additional C&C �0��7_.r••#. ••fj/� * mem • Right end vertical not exposed to wind pressure. i3 �'j, ai �••f� ! o. r(•648 •i 2 a i * i i * i ) a -o ATE • ��•II 44. #0 278 y V40,VAL ts` 07/23/2018 **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)fsafety practices prior to performing these functions. Installers shall provide temporary bracingper SCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rod 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 JoinrDetails, unless noted otherwise. Refer to A L P I N E 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 AN fM:OMPANY truss in conformance with ANSI/TPI 1, or for handling,shipping,installation and bracing of.trussesA seal on this drawnig or cover page.. 6750 Forum Drive listing this drawing indicates acceptance of proessiona engineerin responsibilr solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building esigner 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.tpinstorg;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 530318 Ply: 1 SEON:883113 /T14 /SPEC Cust:R R9353 JRef: 1 WcW93530006 278 SEMINOLE RD. DUVAL CTY(COLE BUILDERS)278 SEMINOLE RD. DUVAL C Oty: 1 FROM:RH DrwNo: 204.18.0737.35786 Truss Label: C29 JB / DF 07/23/2018 7 I 14'4 7' 7.4- .4X4991R1) - ', 8 12 p 12 •2X41Q1 /2X4[721121 A c T011411 Tm • t W1 m3X8 11 E T i tr b 1 _ s 3X3 =3X3 I- - -14'4- -- i F 6.8.8 + 7re p 7' 14'8'8 3Tpp 5'6 a. 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# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.011 B 999 240 H 542 /64 /258 /- /114 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.029 B 999 180,D 542 /61 /263 /- /- /4.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.096 B - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:D HORZ(TL): 0.146 B - - H Min Brg Width Req= 4.0 NCBCLL: 10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:2.0 D Min Brg Width Req= 4.0 TCDL:4.0 psf Bearings H&D are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.791 g g Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.573 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: 0.645 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT:0(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 A-B 263 -509 B-C 260 -514 Lumber Top chord 2x4 SP#2 Maximum Web Forces Per Ply(lbs) Bot chord 2x4 SP#2 Webs Tens.Comp. Webs Tens. Comp. Webs 2x4 SP#3:W1 2x4 SP#2: A-G 301 -486 F-C 409 -129 Plate Shift Table A-F 418 -147 E-D 272 -542 G-H 277 -542 E-C 298 -482 JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [1] W2X4 0.50 R 1.75 [12] W2X4 1.50 R 1.75 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 0.00 14.33 BC 75 0.08 14.26 IftNtfitruk Aatp24"OCluns lessahownrotherwise oaboveew fillers c`•�''5(J' F �J�'y„ Wind $1. ,;0c eS 'fir•''•* tt,- Wind loads based on MWFRS with additional C&C 4 member design. # ; End verticals not exposed to wind pressure. I R O- e • e * y i[ /* e e M #ATE rt _AA f $ V. 4 fl, Fips,.+ser.... s. #0 278 l4fi1rNk/t1y1Mi1NH1W t0 � 07/23/2018 "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 SCSI(Building Component Safety Information,by TPI and SBCA)for safely practices prior to perfomming 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 progeny attachd rigqid ceiling. Locations shown for ermanent lateral restraint of webs shall havebracin installed per BCSI sections B3,B7 or B10, as applicable. Appplates to each face oftrussand position as shown above and on he 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 drowitig or cover page6750 Forum Drive listing this drawing indicates acceptance of orooessiona engineering responsibility solely for the design shown. The suirability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 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: 530318 Ply: 1 SEQN:883442 /T54 /MONO Gust:R R9353 JRef: 1 WcW93530006 278 SEMINOLE RD. DUVAL CTY(COLE BUILDERS)278 SEMINOLE RD. DUVAL C Qty: 1 FROM:RH DrwNo: 204.18.0737.35505 Truss Label: C30 JB / DF 07/23/2018 1112X4 B 12 6 V M f-- in A ■ i J:t — C 1112X4[7] 2X4(A1) r 6'6" 6'6" 6'6" 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# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pt NA Ce:NA VERT(LL):NA A 251 /13 /157 /- /101 /3.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 241 /66 /178 /- /- /- BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.012 C - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:D HORZ(TL): 0.023 C - - A Min Brg Width Req= 1.5 Mean Height:15.00 ft C Min B Width Re NCBCLL: 10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 r9 q= - Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.624 Bearing A is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.402 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.295 Members not listed have forces less than 375# Loc.from endwall:not in 9.00 ft FT/RT:0(0)/5(2) GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [7] W2X4 S 2.50 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 0.00 6.50 BC 75 0.13 6.5011/aHprj Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. �' ►� REIN s•'� r... ''$y Hangers/Ties O� s°• 84,...1: y (J)Hanger Support Required,by others x3 `+ �� Ci r Wind ; a. • 8 st lit Wind loads based on MWFRS with additional C&C : member design. I * : 1 /-* / Right end vertical not exposed to wind pressure. g i4.• -; R ''"'S • SS/O NAL #0 278 ` ut+nt,wwnN"�,+� 07/23/2018 **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)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oytherwise,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, Idlb as applicable. Applates to each face_OT 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 AN ITW COMPANY bliss in conformance with ANSI/TPI 1,or for handling,shipping,Installatidn and bracing of trussesA seal on this dr wi g or cover page6750 Forum Drive listing this drawing indicates acceptance of oroTessionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibilitf 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.sbondustry.corn,ICC: www.iccsafe.org Orlando FL,32821 r Job Number. 530318 Ply: 1 SEAN:883439 /T53 /MONO Cust:RR9353 JRef: 1WcW93530006 278 SEMINOLE RD. DUVAL CTY(COLE BUILDERS)278 SEMINOLE RD. DUVAL C Qty: 3 FROM:RH DrwNo: 204.18.0737.35755 Truss Label: C31 JB / DF 07/23/2018 6 V 1112X4 C —I- 1r 1 — r 12 co E-- N C.) (V a B II Jit A —D 2X4(A1) 1112X4[8] 1 r 6'6" 1 H-1'4" 66° H 6'6" 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# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 341 /35 /239 /- /117 /3.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 231 /63 /168 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.011 D - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:D HORZ(TL): 0.019 D - - B Min Brg Width Req= 1.5 Mean Height:15.00 ft D Min B Width Re NCBCLL: 10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 r9 q= - Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.604 Bearing B is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.423 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: 0.284 Loc.from endwall:not in 9.00 ft FT/RT:0(0)/5(2) GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [8] W2X4 S 2.50 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 -1.33 6.50 BC 75 0.13 6.50itMifby Apply purlins to any chords above or below fillers .4/p.,,,,, at 24"OC unless shown otherwise above. /04";151S FIZt;to, Hangers l Ties 4O�0.,G G S '••a 4s_ (J)Hanger Support Required,by others 3 L/ • �t I Wind O. / ' It Wind loads based on MWFRS with additional C&C g i member design. * /syr Right end vertical not exposed to wind pressure. ; _ '� D '7v11AT w 4 'LL.......• y�A.�'�ts� #0 278 0 A�- ;~ U 07/23/2018 "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 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 hav a properly attachd rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing]installed per BCI sections B3,B7 or B10, as applicable. Appplates 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 anyy failure to build the truss in conformance with ANSI/I-PI 1,or for handling,shipping,installation and bracing of trussesA seal on this clawing or cover page6750 Forum Drive listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suability and use of this drawing 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.sbcindustry.com;ICC: www.iccsafe.org Job Number: 530318 Ply: 1 SEQN:883445 /T52 /MONO Cust:R R9353 JRef: 1 WcW93530006 278 SEMINOLE RD. DUVAL CTY(COLE BUILDERS)278 SEMINOLE RD. DUVAL C Qty: 1 FROM:RH DrwNo: 204.18.0737.35600 Truss Label: C32 JB / DF 07/23/2018 1112X4 B T 12 6l/ orillilligli Sq F- iq A i IIIIIIIIIII A C 1112X4[7] 2X4(A1) I- 6'6" i I— 6'6" H 6'6" 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# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 709 /225 /- /- /- /3.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 320 /104 /- /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.017 C - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:D HORZ(TL): 0.031 C - - A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 C Min Brg Width Req= - TCDL:4.0 psf Bearing A is a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.597 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.744 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.183 Members not listed have forces less than 375# Loc.from endwall:not in 9.00 ft FT/RT:0(0)/5(2) GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 Lumber Top chord 2x4 SP#2 Bot chord 2x6 SP#2 Webs 2x4 SP#3 Special Loads (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC:From 56 plf at 0.00 to 56 plf at 6.50 BC:From 20 plf at 0.00 to 20 plf at 6.50 BC: 538 lb Conc.Load at 1.06 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [7) W2X4 S 2.50 Ill Purlins �- x C r! ,, In lieu of structural panels or rigid ceiling use purlins `'� �+1�7•i: to laterally brace chords as follows: €,&01400..S v *+'' ••••f Chord Spacing(in oc) Start(ft) End(ft) 41.:V.00‘)r 54+••'+ TC 75 0.00 6.50 BC 77 0.13 6.50 : i Apply purlins to any chords above or below fillers ;(06413 • at 24"OC unless shown otherwise above. ; a ' * *' = : Hangers/Ties I* • (J)Hanger Support Required,by others ; ATE I ••� Wind A/ p p► 44, Wind loads and reactions based on MWFRS. •• Pi OIC`("1/I.', '+•.�`�`r pp •••.•••++•+ Right end vertical not exposed to wind pressure. �'r�y V #0 278 ''4't Sy "N 07/23/2018 "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 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 permanent lateral restraint Of webs shall have bracinginstalled per BCSI sections 83,B7 or B10, as applicable. Appplates toto each faceoft truss and position as shown above and on the Joint-Details, unless noted otherwise. 12efer to ALPINE I . 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 drawinqanfailure 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-tessronar engineering responsibility solely for the design shown. The suitability 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.iccsafe.org Orlando FL,32821 Job Number. 530318 Ply: 2 SEQN:883405 /T44 /MONO Cust:RR9353 JRef: 1WcW93530006 278 SEMINOLE RD. DUVAL CTY(COLE BUILDERS)278 SEMINOLE RD. DUVAL C Qty: 1 FROM:RH DrwNo: 204.18.0737.35598 Truss Label: C33 JB / DF 07/23/2018 I 5 5 2 Complete Trusses Required 5'1.10T 1` 5'190 ')" 1.10.6 '] 112X4 C T i g 4819] 12 0. 6 p F. All 1.V b il t A 111111111161 =_H0610 1113X8(8] III3X6 II .. 4 w2X4(F9) 12 1 7' i I 3' 18• 2' I 3.4• 5. r ii 411':( 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# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.094 F 877 240 G 2208 /429 /- /- /- /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.251 F 476 180 D 1632 /284 /- /0 /0 /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.037 F - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:D HORZ(TL): 0.069 F - - G Min Brg Width Req= 1.5 Mean Height:15.00 ft D Min Br Width Re NCBCLL:0.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 9 q= - Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.976 Bearing G is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.570 RepFactors Used:No Max Web CSI: 0.591 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:0(0)/5(2) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE,HS VIEW Ver:17.02.02.1208.15 A-B 274 -1523 Lumber Purlins Top chord 2x4 SP#2 In lieu of structural panels or rigid ceiling use purlins MaximumsT Bot Chord Forces Per Ply(lbs) Cho Bot chord 2x6 SP SS Dense to laterally brace chords as follows: Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Chord Spacing(in oc) Start(ft) End(ft) A-F 1556 -276 E-D 1303 -230 TC 69 0.00 7.00 F-E 1383 -243 Nailnote BC 40 0.15 3.33 Nail Schedule:0.131"x3",min.nails BC 44 3.33 7.00 Top Chord:1 Row @12.00"0.c. Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply(lbs) Bot Chord:1 Row @ 3.25"o.c. at 24"OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp. Webs :1 Row @ 4"o.c. E-B 1551 -253 B-D 292 -1650 Use equal spacing between rows and stagger nails in each row to avoid splitting. (1)1/2"bolts MAY BE USED FOR (2)0.131"x3",min.nails ON THE BOTTOM CHORD ONLY. Special Loads RMIp/f (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) !L�►S !•j�.` TC:From 56 plf at 0.00 to 56 plf at 3.06 �7 ,,.. • ••. TC:From 28 plf at 3.06 to 28 plf at 7.00 hD •.•;� s•���� BC:From 11 plf at 0.00 to 11 plf at 3.33 • \ • BC:From 10 plf at 3.33 to 10 plf at 7.00 BC:1162 lb Conc.Load at 1.06 ; ,12�,� .• BC:1163 lb Conc.Load at 3.06,5.06 ; O. Vh'13 . • . Plate Shift Table *- : ! //9(k' JT Plate Chord JT Plate Chord * �I ATE •,Q'� No Size Shift Bite No Size Shift Bite G + •t [8] W3X6 S 4.25 [9] W4X4 2.50 L 1.25 . �}N" . : "4/4 Wind -s '••...a•••` c• ) 4}t Wind loads and reactions based on MWFRS. >>o Right end vertical not exposed to wind pressure. #0 278 °y+iru' r 1.Y/1 tl .• ,- 07/23/2018 "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 for ermanent lateral restraint bf webs shall have bracinginstalled 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.shall not be responsible for any deviation from this drawing,any failure to build the ply„w Com., 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 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: 530318 Ply: 1 SEAN:883138 /T28 /HIP_ Cust:RR9353 JRef: 1WcW93530006 278 SEMINOLE RD. DUVAL CTY(COLE BUILDERS)278 SEMINOLE RD. DUVAL C Qty: 2 FROM:RH DrwNo: 204.18.0737.35785 Truss Label: HJ34 JB / DF 07/23/2018 5'3"5 _ 9'10"1 H 5'3"5 4'6"11 D — T 122X4 4.24 L.,--- C �. c iii n r) in v B 7i. G -I iii A FE =2X4(A1) =4X4 H-1'10"10 g 4"1 19'10"1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI 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/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.023 F 999 240 B 398 /144 /- I- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.061 F 999 180 E 351 /38 /- /0 /0 /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.007 F - - D 216 /139 /- /- /- /1.5 Des Ld: 37.00 EXP:D HORZ(TL): 0.011 C - - Wind reactions based on MWFRS NCBCLL:0.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 TCDL:4.0 psf E Min B Width Re Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.919 q= Load Duration:1.25 TPI Std: 2014 Max BC CSI: 0.462 D Min Brg Width Req= MWFRS Parallel Dist:0 to h/2 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.268 Loc.from endwall:NA FT/RT:0(0)/5(2) GCpi:0.18 Plate Type(s): Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 Chords Tens.Comp. Lumber B-C 290 -556 Top chord 2x4 SP#2 Bot chord 2x4 SP SS Dense Maximum Bot Chord Forces Per Plylbs Webs 2x4 SP#3 (lbs) Chords Tens.Comp. Purlins B-F 520 -258 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 75 -1.89 9.84 Webs Tens.Comp. BC 116 0.15 9.84 Apply purlins to any chords above or below fillers C-F 282 -568 at 24"OC unless shown otherwise above. Loading Hipjack supports 6-11-8 setback jacks with no webs. 1rtNufuk ok Wind 1� ba Wind loads and reactions based on MWFRS. If/ L., 0. 848 g. * _ i * ! '111 / e . AlT E #o 27849+Q ONAtiliagrugusut *� iAs 07/23/2018 **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 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 5f webs shall havebracinq installed per BCI sections B3,B7 or B10, as applicable. Appy plates to each face of truss and position as shown above and on he JoinrDetails, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN 11W Cary 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 nrooessionar engineering responsibility solely for the design shown. The sui 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.sbdndustry.com;ICC. www.,ccsafe.org Job Number: 530318 Ply: 1 SEQN:883135 /T4 / HIP_ Cust:R R9353 JRef: 1 WcW93530006 278 SEMINOLE RD. DUVAL CTY(COLE BUILDERS)278 SEMINOLE RD. DUVAL C Qty: 1 FROM:RH DrwNo: 204.18.0737.35725 Truss Label: HJ35 JB / DF 07/23/2018 6'8" 9'0"8 9'101 6'8" 2'4"8 9"9'I 1113X4 E D ., T T T 4 Nr 3X '11 co co r 4.24 �12 C� im r�sa MI1-t.i 1 _ cin ■ G F in 'v H 1114X6 B 1112X4 N � 3 go_.... 1 A ! ----, 2.83 12 3X4(A1) H 1'10"10 14'156'1"5 2'4"8 11"5 4"15 6'6"4 1 8'10"12 1 9'10"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 Udef! U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.066 H 999 240 I 398 /144 /- /- /- /4.9 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.178 H 955 180 F 231 /68 /- /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.022 H - - E 336 /109 /- /- /- /1.5 Des Ld: 37.00 EXP:D HORZ(TL): 0.041 H - - Wind reactions based on MWFRS Mean Height:15.00 ft Code/Misc Criteria CreepFactor:2.0 I Min Brg Width Req= 1.5 NCBCLL:0.00 TCDL:4.0 psf F Min Brg Width Req= - Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.968 E Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.992 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.244 Bearing I is a rigid surface. Loc.from endwall:NA FT/RT:0(0)/5(2) 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:17.02.02.1208.15 Chords Tens.Comp. _ Lumber B-C 403-1295 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. Purlins B-H 1232 -372 H-G 1202 -375 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) Maximum Web Forces Per Ply(lbs) TC 54 -1.89 9.84 Webs Tens.Comp. BC 111 0.15 9.19 BC 8 9.19 9.84 C-G 355-1153 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loadingt `bffl ►110 Hipjack supports 6-11-8 setback jacks with no webs. fi"_, S' Ns) Wind • +•+•.•f Wind loads and reactions based on MWFRS. SO• • Additional Notes 1. : fa, • Shim all supports to solid bearing. �• • '{'�`�� • • i* ' * • • It,o:• ATE I ,:� �• Pi. \Q x`44.A;e.. OR .. #0 278,*,y49Q-uusamaitin_ � 07/23/2018 ""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 safe y 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 bottomhord shall have a properly attached riiaid ceiling. Locations shown for ermanent lateral restraint of webs shall have braacinqq��installed per BCSFI sections B3,B7 or B10, as applicaBle. Applplates to each face oftrussand position as shown above and on the Joinf Details, unless noted otherwise. Defer 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 ,w„wro�,,,J,, truss in conformance with ANSI/1-P' wi PI 1,or for handling,shipping,installation and bracing of trussesA seal on this dr g or cover paae6750 Forum Drive listing this drawing indicates acceptance of proressionar 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'sgeneral notes page and these web sites:ALPINE:www.alpineitw.com;TPI: www. inst.or SBCA: www.sbcindustry.com;ICC: www.iccsafe.or Orlando FL,32821 1 P 9 P tP 9; rY 9 1 Job Number. 530318 Ply: 1 SEQN:883366 /T16 /HIP_ Cust:RR9353 JRef: 1WcW93530006 278 SEMINOLE RD. DUVAL CTY(COLE BUILDERS)278 SEMINOLE RD. DUVAL C Qty: 1 FROM:RH DrwNo: 204.18.0737.35926 Truss Label: HJ36 JB / DF 07/23/2018 5'4"4 972 9'171 HI-5'4"4 3'7"14 I 9"141 1112X4 E II - 424 nr T B 1112X4 I =5X6 F + 10-v b b N .- i_ 1 1 A 12.83 12 3X4(A1) J- 4" 5 4'9"10 3'9"10 9"1 1'11"6 14" 5 5'2"8 1 9'0"2 19'100 Loading Criteria(psf) Wind Criteria � Snow Criteria(Pg,P1 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# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.091 H 999 240 I 503 /146 /- /- /- /4.9 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.245 H 692 180 F 334 /117 /- /- /- /1.5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.031 F - - E 232 /60 /- /- /- /1.5 Des Ld: 37.00 EXP:D HORZ(TL): 0.057 F - - Wind reactions based on MWFRS Mean Height 15.00 ft I Min BrgWidth Re 1.5 NCBCLL:0.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 q= Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.988 F Min Brg Width Req= - - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.998 E Min Brg Width Req= Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.768 Bearing I is a rigid surface. Loc.from endwall:NA FT/RT:0(0)/5(2) 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:17.02.02.1208.15 Chords Tens.Comp. Lumber B-C 425 -1393 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3:W3 2x4 SP#2: Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Purlins B-H 1324 -397 H-G 1342 -414 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Maximum Web Forces Per Chord Spacing(in oc) Start(ft) End(ft) Ply(lbs ) TC 52 -1.95 9.84 Webs Tens.Comp. BC 105 0.15 9.01 C-G 328 -1035 BC 10 9.01 9.84 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. LoadingitiFrf�,u Hipjack supports 6-11-8 setback jacks with no webs. ria 1 h��if4 Wind fin., e`••♦♦f4/ Wind loads and reactions based on MWFRS. i ♦♦•♦ Additional Notes gr �♦ i Shim all supports to solid bearing. i ii • •f' ' 8 m " * S * 9 • 1 + w• ,p•30; ATE + ♦�+1, *r•a•sN••♦ S, #0 278 rratewtutto0 07/23/2018 **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 bracing. Refer to and follow the latest editionof BCSI(Building Component SafetyInformation,by TPI and SBCA Mr 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 proppeert attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections 83,B7 or B10-, as applicable. Applates to each face.of truss and position as shown above and on the JoiniDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of 1TW Buildling Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the .11W:OMGA truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on thdra is wM' ing or cover page6750 Forum Drive listing this drawing indicates acceptance of oresponsibility 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"dumber. 530318 Ply: 1 SEON:883144 /T25 /EJAC Gust:R R9353 JRef: 1 WcW93530006 278 SEMINOLE RD. DUVAL CTY(COLE BUILDERS)278 SEMINOLE RD. DUVAL C Qty: 9 FROM:RH DrwNo: 204.18.0737.35989 Truss Label: EJ37 JB / DF 07/23/2018 C V l 6 12 M O � M TT B �( 1 A D 2X4(A1) J— - 1'4" H 7' 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 Weft L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 359 /84 /251 /- /172 /3.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 127 /- /73 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.015 D - - C 170 /128 /110 /- /- /1.5 Des Ld: 37.00 EXP:D HORZ(TL): 0.028 D - - Wind reactions based on MWFRS Mean Height:15.00 ft B Min BrgWidth Re 1.5 NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 q= Soffit: 2.00 BCDL:5.0sf Bldg Code: FBC 2017 RES Max TC CSI: 0.754 D Min Brg Width Req= - Load Duration:1.25 p TPI Std: 2014 Max BC CSI: 0.499 C Min Brg Width Req= - MWFRS Parallel Dist:h/2 to h Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Loc.from endwall:not in 4.50 ft FT/RT:0(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 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 -1.33 7.00 BC 75 0.13 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. AMlq 4,•""►S F1.E• • • a. :r•648 *• , . • • I • • • ATE ,+ • • SiONAL #0 278 ru mail,,�t +�' 07/23/2018 "`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 an SBCA)for safely practices prior to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted dttherwise,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 braclm mnstelled per BCSI sections 03,B7 or 810, /4161/ 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 AN RV/COMPANY truss in conformance with ANSI/TP! 1,or for handling,shipping,installation and bracing of trussesA seal on this dr wi g or cover page6750 Forum Drive listing this drawing indicates acceptance of professionar engineering responsibility solely for the design shown. The suit-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: 530318 Ply: 1 SEQN:883157 /T40 /EJAC Gust:R R9353 JRef: 1 WcW93530006 278 SEMINOLE RD. DUVAL CTY(COLE BUILDERS)278 SEMINOLE RD. DUVAL C Qty: 2 FROM:RH DrwNo: 204.18.0737.35724 Truss Label: EJ38 JB / DF 07/23/2018 6'5"12 17 1 6'5"12 6"4 1112X4 D T T llig I 0 2 io M 6 V %1�: 1 in 1114X6 F E ooioe•••••,00°1 n e N B 1 r=te 12 2X4(A1) 4" 6' 8" H v4" I "1 1 1 4 6'4" 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# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.053 F 999 240 G 364 /85 /248 /- /172 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.142 F 845 180 E 151 /161 /86 /- /- /1.5 Risk Category:II BCDL: 10.00 Snow Duration:NA HORZ(LL): 0.029 F - - D 199 /- /104 /- /- /1.5 Des Ld: 37.00 EXP:D HORZ(TL): 0.054 F - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 G Min Brg Width Req= 1.5 TCDL:4.0 psf E Min Brg Width Req= - Soffit: 2.00 BCDL:5.0psf Bldg Code: FBC 2017 RES Max TC CSI: 0.574 TPI Std: 2014 Max BC CSI: 0.455 D Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:h/2 to h Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.273 Bearing G is a rigid surface. Loc.from endwall:not in 4.50 ft FT/RT:0(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): , Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 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 -1.33 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. oa AS F C Additional Notes ea 01.a• e+��C►••�• Shim all supports to solid bearing. ? .• 10. .4-.848 a • a a L iC f• t * a • ,�o+a ATE • ,'ct . t ,`, #0 41%4046._____PONAL 07/23/2018 **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,by TPI an SBCA)Kir 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 mid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applical5le. 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 AN MAI;OMIANY truss in conformance with ANSI/TPI 1,or for handling,shi pping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of oprooessionar 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 s. Job Number: 530318 Ply: 1 SEQN:883160 /T41 /EJAC Cust:RR9353 JRef: 1WcW93530006 278 SEMINOLE RD. DUVAL CTY(COLE BUILDERS)278 SEMINOLE RD. DUVAL C Qty: 1 FROM:RH DrwNo: 204.18.0737.34897 Truss Label: EJ39 JB / DF 07/23/2018 5912I 7'„ 5'9"12 1'2 4 D — 1112X4 �, T - C T tn 12 g, o N6:211111 N M 01 Ob /1-ii _N 1114X6 F E Ln v N B b) 3 to A :: 4 1 e:-1, 12 2X4(A1) J- 1 4 4” 5'4" 1'4" HI4"I 5'8" 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 L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.063 C 999 240 G 364 /85 /248 /- /172 /4.0 BCLL. 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.169 C 708 180 E 112 /68 /77 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.037 C - - 0 140 /48 /107 /- /- /1.5 Des Ld: 37.00 EXP:0 HORZ(TL): 0.068 C - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 G Min Brg Width Req= 1.5 TCDL:4.0 psf E Min BrgWidth Re Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.550 q D Min B TPI Std: 2014 Max BC CSI: 0.428 Width Reg= Load Duration:1.25 MWFRS Parallel Dist:h/2 to hBearing G is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.234 Loc.from endwall:not in 9.00 ft FT/RT:0(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 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 -1.33 7.00 BC 73 0.15 5.96 BC 12 5.96 7.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. WindRdipitytla Wind loads based on MWFRS with additional C&C / �► r member design. fit' LC/ ' air ilit Additional Notes C. S '••Shim all supports to solid bearing. 4° % ' i a� s e C1. �7"t� 1 • • irt R a it* ! Z' S 74...a MATE �' • /� per, Lry {j'�J *ir6,„ ..•. ...rV #0 278 4r--mt nalNlNb^ 07/23/2018 "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)fb'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 bf webs shall have bracingp installed per BCSI sections 53,B7 or B10, as applicaSle. 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 drawin any failure to build the „r,,,;A,,,,u,, truss in conformance with ANSI TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this draw � drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of pro essionaengineering responsibility solely for the design shown. The suit-ability 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 f Job Number: 530318 Ply: 1 SEQN:883163 /T42 /EJAC Cust:R R9353 JRef: 1WcVV93530006 278 SEMINOLE RD. DUVAL CTY(COLE BUILDERS)278 SEMINOLE RD. DUVAL C Qty: 1 FROM:RH DrwNo: 204.18.0737.35240 Truss Label: EJ40 JB / DF 07/23/2018 D T ►,� r 1112X4 el 12 C ,n r (h 6 VN O fV M in n in B 1114X6 F E ,n f 3 A 01.-.7.01 c►=• ,---14 I 2X4(A1) 12 4" 3'4" 3'4" 1.4.. 4„1 3,8, 1 7' H Loading Criteria(psr) 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 Lldefl ll# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.138 C 596 240 G 363 /86 /247 /- /172 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.370 C 324 180 1 E 105 /21 /77 /0 /0 /1.5 BCDL: 10.00 Risk Category:it Snow Duration:NA HORZ(LL): 0.074 C - - D 154 /95 /105 /- /- /1.5 Des Ld: 37.00 EXP:D HORZ(TL): 0.137 C - - Wind reactions based on MWFRS Mean Height:15.00 ft Code/Misc Criteria CreepFactor:2.0 G Min Brg Width Req= 1.5 NCBCLL: 10.00 TCDL:4.0 psf E Min Br Width Re Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.580 g q= - BCDL:5.0 psf D Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.503 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.170 Bearing G is a rigid surface. Loc.from endwall:not in 9.00 ft FT/RT:0(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 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 -1.33 7.00 BC 48 0.15 3.96 BC 37 3.96 7.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind IM110/s#t r` Wind loads based on MWFRS with additional C&C �S' F/„,� member design. ��•••• .••r•, 41,434. ,�i Additional Notes QO•••\,0.• s.°••' y% Shim all supports to solid bearing. 44 i • ft r • o. 648 • r ' z' r Srs I'. ,®•, §, ATE •i a: / "1,`„SQDNAt_ , #0 278 f��,1 'uliti ritenuluitivA 07/23/2018 "WARNING'"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingphandling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPtand'SBCA)fir 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 bracing installed per BCSI sections B3,B7 or B10, as applicable. Appplates to each faceoftrussand 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 anfailure to build the AN ITW COMPANY truss in conformance with ANSI/TPI 1,or for handling,s ipping,installation and bracing of trussesA seal on this COMPANYdrawing or cover page6750 Forum Drive listing this drawing,indicates acceptance of proTessionat 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 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: 530318 Ply: 1 SEAN:883166 /T43 /EJAC Cust:R R9353 JRef: 1 WcW93530006 278 SEMINOLE RD. DUVAL CTY(COLE BUILDERS)278 SEMINOLE RD. DUVAL C Qty: 1 FROM:RH DrwNo: 204.18.0737.35412 Truss Label: EJ41 JB / DF 07/23/2018 C T T —I- 12 12 6 I / M M I/ O M u) c7 in :I- B B 011 _L k - E D 15 A '',7* -3X4 F'=' 4 _L 12 2X4(A1) 4" 5'4" ff 1'4„-4-1F 4 1,4" I 7' 1'8" 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 lot Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.090 E 910 240 F 362 /39 /246 /- /124 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.241 E 496 180 D 123 /- /72 /- /- /1.5 BCDL: 10.00 Risk Category:H Snow Duration:NA HORZ(LL): 0.034 E - - C 169 /83 /110 /- /- /1.5 Des Ld: 37.00 EXP:D HORZ(TL): 0.062 E - - Wind reactions based on MWFRS Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 F Min Brg Width Req= 1.5 NCBCLL: 10.00 TCDL:4.0 psf D Min Brg Width Req Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.716 C Min BrgWidth Re TPI Std: 2014 Max BC CSI: 0.465 q= - Load Duration:1.25 MWFRS Parallel Dist:h to 2h Bearing F is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Loc.from endwall:not in 9.00 ft FT/RT:0(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 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 -1.33 7.00 BC 19 0.15 1.67 BC 64 1.67 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&Ciotti, member design. SFi l► ��i1�Additional Notes /45.,,, \V•••••• • •*•••• Shim all supports to solid bearing. •• )f ,�► • • 4 • i • • O. : •648 • • 1 A * • * r i f R {cr #0 278 knear1*itilto '1t� 07/23/2018 "*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 sheathingg and bottom chord shall have a propefly attached rigid ceiling. Locations shown for_permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each faceotruss and position as shown above and on the JoinrDetails, 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 an failure to build the MIRY rp�,,pµ�. w truss in conformance with ANSI/TPI 1,or for handling,shipping,installatidn and bracing of trussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawing,indicates acceptance of ro-fessionar engineering responsibility solelyfor the design shown. The suitability and use of this dawing for any structure is thepresponsibility of the Building Designer per-ANSI/TPI 1 Sbc.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: 530318 Ply: 1 SEQN:883363 /T29 /EJAC Gust:R R9353 JRef: 1 WcW93530006 278 SEMINOLE RD. DUVAL CTY(COLE BUILDERS)278 SEMINOLE RD. DUVAL C Qty: 2 FROM:RH DrwNo: 204.18.0737.35631 Truss Label: EJ42 JB / DF 07/23/2018 65 I 7 6'5" 7" 1112X4 D T TT T 0 12 ao N 6l' NI M o T ���. l M 1114X6 E - in m e o b _ 11 II A _- /1 4 1 :_. 12 2X4(A1) — H-1'4" I4,I B1", I 7"I 4 6'5" 7 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI 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/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.035 F 999 240 G 364 /85 /248 /- /172 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.094 F 999 180 E 284 /187 /192 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.019 F - - D 48 /31 /72 /- /- /1.5 Des Ld: 37.00 EXP:D HORZ(TL): 0.035 F - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 G Min Brg Width Req= 1.5 TCDL:4.0 psf BldgCode: FBC 2017 RES Max TC CSI: 0.529 E Min Brg Width Req= - Soffit: 2.00 BCDL:5.0 psf D Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.434 Bearing G is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.944 Loc.from endwall:not in 4.50 ft FT/RT:0(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 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 -1.33 7.00 BC 79 0.15 6.42 BC 7 6.42 7.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind ftUltHttttftt Wind loads member designed on MWFRS with additional C&C {��s S F A'j't�f*�f Additional Notes �`�'•••�t ' ' its* 41%. ¢k_ Shim all supports to solid bearing. 4 • • ii• Ir. + i a. : +646 • • • • r i a *' = + i + _0 4,„ ATE k''✓50,i`,„ 0...Pi.OR` P"e.a #0 278 ,,�'`i, O.Mi1W ,0 07/23/2018 **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)ft'safety 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 permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, ItAllb as applicable. AppTy plates to each faceoftrussand 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 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 prooessionar engineering responsibility solely for the design shown. The suitability Suite 305 and use of this Clawing for any structure is the responsibility 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 t Job!dumber: 530318 Ply: 1 SEAN:883360 /T17 /EJAC Gust:R R9353 JRef: 1 WcW93530006 278 SEMINOLE RD. DUVAL CTY(COLE BUILDERS)278 SEMINOLE RD. DUVAL C Qty: 1 'FROM:RH DrwNo: 204.18.0737.34898 Truss Label: EJ43 JB / DF 07/23/2018 5712I 7 5 712 1'4'4 D 1112x4 ;I T T _m 12 b N PI 6 V 1 b If-: u' 1114X6 F Eiq `rt v B 6 a A 4 e.:3 12 2X4(A1) 1- 4" 5'2" 1'6" 1,4„ 4" 5,6„ 7' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pt 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# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.072 C 999 240 G 364 /85 /248 /- /172 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.195 C 614 180 E 108 /59 /77 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.042 C - - D 144 /57 /108 /- /- /1.5 Des Ld: 37.00 EXP:D HORZ(TL): 0.077 C - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 G Min Brg Width Req= 1.5 TCDL:4.0 psf E Min BrgWidth Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.552 Req D Min Br TPI Std: 2014 Max BC CSI: 0.429 Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:h/2 to h Bearing G is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.232 Loc.from endwall:not in 9.00 ft FT/RT:0(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 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 -1.33 7.00 BC 71 0.15 5.79 BC 15 5.79 7.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Windtrtttuigrihl Wind loads based on MWFRS with additional C&C eS Fj�,f' ./,� member design. '74A i Additional Notes 44:1/0. ,.'.,9GPfS *'•. Shim all supports to solid bearing. + . , • a ' o. 648 ' ' R i /* • s • • ,© yfATE a.[h��. #0 278 "'-wrunna,lutt- 07/23/2018 "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)tt'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 ermanent lateral restraint of webs shall have bracing insailed per BCI sections B3,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' rawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_components GroupInc.shall not be responsible for any deviation from this drawin ,an failure to build the truss in conformance with ANSI g PI 1,or for handlig,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing,indicates acceptance of oroTessionar engineering responsibility solely for the design shown. The suitability and use of this yawing for any structure is the responsibilit9of 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.corn;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 J Job Number: 530318 Ply: 1 SEQN:883357 /T50 /EJAC Cyst:RR9353 JRef: 1WcW93530006 278 SEMINOLE RD. DUVAL CTY(COLE BUILDERS)278 SEMINOLE RD. DUVAL C Qty: 1 FROM:RH DrwNo: 204.18.0737.36160 Truss Label: EJ44 JB / DF 07/23/2018 D 1 12 1112X4 00 (0 6 C m N N b P to ii i 13 1114X6 F E _ 43 1 A =' e=� 4 2X4(A1) 12 '- 1'4" 4" 3'2" 3'6" 4" 3.6" h7, 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# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.140 C 586 240 G 363 /86 /247 /- /172 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.376 C 318 180 E 106 /19 /77 /0 /0 /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.076 C - - D 155 /97 /106 /- /- /1.5 Des Ld: 37.00 EXP:D HORZ(TL): 0.139 C - - Wind reactions based on MWFRS Mean Height:15.00 ft G Min BrgWidth Re 1.5 NCBCLL: 10.00 TCDL:4.0psf Code/Misc Criteria Creep Factor:2.0 q= Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.592 E Min Brg Width Req= - BCDL:5.0 psf D Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.508 gearing G is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.172 Loc.from endwall:not in 9.00 ft FT/RT:0(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 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 -1.33 7.00 BC 46 0.15 3.79 BC 39 3.79 7.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind IlltlusbWind loads based on MWFRS with additional C&CNAVy� member design. filist F),<►�"'�I;r�� Additional Notes '•�'G•7/••�j- ,Shim all supports to solid bearing. SF .•• 4$ s s 0. .4648 •• k • 3 9 • • * • y s • y /{T i O Y J �*•1 s3 OR 1kr , IterNS' #0 278 4,4 S/QNAt fatintrantrittitim- 07/23/2018/2018 "*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 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 oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer toALPINE 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 „r truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing oftrussesA seal on this drawing or cover pane.. 6750 Forum Drive listing this drawing,indicates acceptance of oroTesslonar engineering responsibility solely for the design shown. The suitability Suite os and use of this dawing 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.cor ;ICC:www.iccsafe.org Orlando FL,32821 Job Number: 530318 Ply: 1 SEQN:883169 /T24 /EJAC Cust:RR9353 JRef: 1WcW93530006 278 SEMINOLE RD. DUVAL CTY(COLE BUILDERS)278 SEMINOLE RD DUVAL C Qty: 1 FROM:RH DrwNo: 204.18.0737.35194 Truss Label: EJ45 JB / DF 07/23/2018 C 12 6 12 co V7 V B _,.. 111111111111K�1 it �_� E D A F�� -3X4 4 — 12 3---2X4(A1) 1,4„-4 �- 5'6„ 4 12„ 7, 1'6 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 U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.082 E 999 240 F 362 /39 /246 /- /124 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.219 E 545 180 D 123 /- /72 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.034 E - - C 168 /83 /110 /- /- /1.5 Des Ld: 37.00 EXP:D HORZ(TL): 0.062 E - - Wind reactions based on MWFRS Mean Height:15.00 ft F Min BrgWidth Req1.5 NCBCLL:10.00 TCDL:4.0 psf Code I Misc Criteria Creep Factor:2.0 = Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.717 D Min Brg Width Req= TPI Std: 2014 Max BC CSI: 0.467 C Min Brg Width Req= Load Duration:1.25 MWFRS Parallel Dist:h to 2hBearing F is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Loc.from endwall:not in 9.00 ft FT/RT:0(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 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 -1.33 7.00 BC 17 0.15 1.50 BC 66 1.50 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 //Sok tltttft>uU member design. Cr JJpAdditional NotesS F1,611 '1ry\ Shim all supports to solid bearing. Q••.`•� � S •••• L� • • o it o. 648 • • / $ g .�°• y17ATE c •;` t F� ,�(-14i'.-/_\_4<, `,c,',c #0278'4.,`ss/ONA a 07/23/2018 "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)fisafety 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 props y attachd rigid ceiling. Locations shown for permanent lateral restraint of webs shall havebracing installed per BCI sections$3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on te JointDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildlina 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 page,, 6750 Forum Drive listing this drawing indicates acceptance of proTesslonar engineering responsibility solely for the design shown. The suitability Suite 305 and use of this drawing for any structure is the responsibilit9of 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 e Job plumber: 530318 Ply: 1 SEQN:883420 /T48 /EJAC Gust:R R9353 JRef: 1 WcW93530006 278 SEMINOLE RD. DUVAL CTY(COLE BUILDERS)278 SEMINOLE RD. DUVAL C Qty: 1 FROM:RH DrwNo: 204.18.0737.35646 Truss Label: EJ46 JB / DF 07/23/2018 B T .l 12 6 in co CV O in A 11110 _L i menu _—3X4 C 1 E ;2X4(A1) — 4 12 4" 1'11"8 4'8"8 4J 2'3"8 i 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 L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.125 D 656 240 E 273 /46 /164 /- /149 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.351 D 345 180 C 124 /- /76 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.037 C - - B 173 /126 /115 /- /- /1.5 Des Ld: 37.00 EXP:D HORZ(TL): 0.071 C - - Wind reactions based on MWFRS Mean Height:15.00 ft Code/Misc Criteria CreepFactor:2.0 E Min Brg Width 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: 0.733 C Min Brg Width Req= - - Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.524 B Min Bis Width Req= Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Bearing E s a rigid surface. Loc.from endwall:not in 9.00 ft FT/RT:0(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver.17.02.02.1208.15 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 0.00 7.00 BC 27 0.15 2.29 BC 57 2.29 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. ilttliejolin��' C•� �tf yt��ii® Additional Notes ( r,3� Shim all supports to solid bearing. '' .**\)14' �. , ♦ E S*•.• / `'F k. 4 • aQ. 648 • • •• ii • E -7- � i � 4, A' *.• O R •t `�r�,i 51 *Riff.••*• � #0 278 i�irf``j61/� yy ° Arrit ii tartananotoOts 07/23/2018 "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,handlin 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 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. Appy plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to AlLP I N E drawings 160A-Z for standard plate positions. l Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the A,,,wCOMPANY truss in conformance with ANSI/T 11,or for handling,shipping,installation and bracing of trussesA seal on this drrwirig or cover pa e6750 Forum Drive listing this drawing,indicates acceptance of proTessionar engineering responsibility solelyfor the des�ign shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per-ANSI/TPI 1 5ec.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: 530318 Ply: 1 SEQN:883190 /T34 /EJAC Gust:R R9353 JRef: 1 WcW93530006 278 SEMINOLE RD. DUVAL CTY(COLE BUILDERS)278 SEMINOLE RD. DUVAL C Qty: 1 FROM:RH DrwNo: 204.18.0737.35209 Truss Label: EJ47 JB / DF 07/23/2018 211"121 7 I 2'11"12 4'0"4 D 12 6 123X3 v io it in IAv o ,111 J_ i A I E ;2X4(A1) 12 4 4" 2'0"8 "12 4'0"4 I-1'4" 5 2'10" 2111"12 7' q 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/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.121 C 677 240 I 361 /87 /245 /- /172 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.323 C 369 180 E 116 /17 /81 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.066 C - - D 149 /100 /100 /- /- /1.5 Des Ld: 37.00 EXP:D HORZ(TL): 0.120 C - - Wind reactions based on MWFRS Mean Height:15.00 ft I Min BrgWidth Re 1.5 NCBCLL: 10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 q= Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.556 E Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.485 D Min Brg Width Req= - Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.210 Bearing I is a rigid surface. Loc.from endwall:not in 9.00 ft FT/RT:0(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Plating Notes All plates are 2X4 except as noted. 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 -1.33 7.00 BC 37 0.15 3.13 BC 71 3.13 7.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. �+ hi% Wind `f+. ►�? FLki#1 i9. Wind loads based on MWFRS with additional C&C t�o1�+4.7+**0 . •S$.r+j t,+. member design. v e+ f ���/' 4 + l + Additional Notes ;• .'' 848 ss 1‘ Shim all supports to solid bearing. a / 7i 1,AM* A7 E �i 1).: 3 S 4.OR\p ��p r�. #0 278311/... /0NA`". +11/Mi untwtw," 07/23/2018 **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 ana'SBCA)ff'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 proppeerly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections 83,B7 or B10 as applicable. Appy plates to each face oftrussand position as shown above and on the JoinrDetails, 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 pry,,,,,CO,,,,,,,,,. truss in conformance with ANSI TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawl g or cover page6750 Forum Drive listing this drawing indicates acceptance of oroTessionar engineering responsibility solely for the design shown. The suifability and use of this drawing for any structure is the responsibility of the Building Designer per-ANSI/TN1 Sac.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. 530318 Ply: 1 SEQN:883178 /T21 /JACK Cust:RR9353 JRef: 1 WcW93530006 278 SEMINOLE RD. DUVAL CTY(COLE BUILDERS)278 SEMINOLE RD. DUVAL C Qty: 3 FROM:RH DrwNo: 204.18.0737.35474 Truss Label: CJ48 JB / DF 07/23/2018 Ci 12 6 0 N (V 7 i[) B 434 A D 2X4(A1) 4'11"11 14„ 411"11 Loading Criteria(par) 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# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 286 /72 /206 /- /129 /3.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 88 /- /48 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.005 D - - C 116 /89 /74 /- /- /1.5 Des Ld: 37.00 EXP:D — HORZ(TL): 0.008 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:5.0psf Bldg Code: FBC 2017 RES Max TC CSI: 0.431 D Min Brg Width Reg= - C Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.242 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Loc.from endwall:not in 4.50 ft FT/RT:0(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 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 -1.33 4.97 BC 58 0.13 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. �..ertfltptL it��t f rGft,_ • • • Q. 648 • • ' 1* 4 • ' s • * i • .- §-TATE 'ct #0 278y,,,`S'/0N _1 07/23/2018 "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)fog safetty practices prior to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted o herwise,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 havebracing installed per BCIse sections¢3,B7 or B10, as applicable. Appplates to each face of truss and position as shown above and on te JoinrDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITV)/Building CCompon nts Group Inc.shall not be responsible for any deviation from this drawin an failure to build the AN my COMPANYtruss in conformance with NSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drrwiXg or cover pafge , 6750 Forum Drive listing this drawing indicates acceptance of rofessionar 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 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 J Job plumber: 530318 Ply: 1 SEQN:883181 /T22 I JACK Cust:R R9353 JRef: 1 WcW93530006 278 SEMINOLE RD. DUVAL CTY(COLE BUILDERS)278 SEMINOLE RD. DUVAL C Qty: 4 FROM:RH DrwNo: 204.18.0737.35130 Truss Label: CJ49 JB / DF 07/23/2018 C 12 I I T 6 0 N B .- i CV 43 � i A D 2X4(A1) f 1'4" H 2'11"11 2'11"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 L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 221 /64 /169 /- /86 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 49 /- /27 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D - - C 58 /47 /34 /- I- /1.5 Des Ld: 37.00 EXP:D HORZ(TL): 0.001 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 TCDL:4.0 psf D Min Brg Width Req= Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.385 - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.072 C Min Brg Width Req= - RepFactors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:0(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 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 58 -1.33 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. Mitflftl \00.....SFtf , 4P••• 'V$+•4 * • • 4 3O. •(•648 • * : / j* % * = • it =-..,�' ATE • •: kr 1,4 CjT #0 278 */110 .0/ONAL 07/23/2018 "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,by TPI and SBCA)Kir 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 permanent lateral restraint of webs shall have braacin Installed per BCSI sections 03,B7 or 610, as applicable. Apply plates to each faceof truss and position as shown above and on the JoinEDetails, 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 mV COMPANY truss in conformance with ANSI, PI 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 of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 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 dumber: 530318 Ply: 1 SEAN:883184 /T23 /JACK Cust:RR9353 JRef: 1WcW93530006 278 SEMINOLE RD. DUVAL CTY(COLE BUILDERS)278 SEMINOLE RD. DUVAL C Qty: 4 FROM:RH DrwNo: 204.18.0737.35117 Truss Label: CJ50 JB / DF 07/23/2018 12 6 [ . C B le t ! 0 N 4"3op L, A D 2X4(A1 ) H 1'4" ---411"11 H 11"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 L/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 202 /89 /177 /- /43 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 7 /15 /17 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 D - - C -38 /47 /39 /- /- /1.5 Des Ld: 37.00 EXP:D HORZ(TL): 0.000 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 TCDL:4.0 psf D Min BrgWidth Re Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.340 q= - WI Std: 2014 Max BC CSI: 0.043 C Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Loc.from endwall:Any FT/RT:0(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 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 31 -1.33 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. Nptgyft �1AS FLF o, 4$43I* , ,ik - G -o', ATE • �;'re 44.1 #0 278 -.9 SiONAL V' 07/23/2018 ""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,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI anc�SBCA)fl safety 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 brQtingQ insalled per BCSI sections 83,B7 or B10, as applicable. Appplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. f 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 page,, 6750 Forum Drive listing this drawing indicates acceptance of pro essiona. engineenn 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. 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 Itlumber: 530318 Ply: 1 SEAN:883451 /T39 /JACK Gust:R R9353 JRef: 1 WcW93530006 278 SEMINOLE RD. DUVAL CTY(COLE BUILDERS)278 SEMINOLE RD. DUVAL C Qty: 1 FROM:RH DrwNo: 204.18.0737.35460 Truss Label: CJ51 JB / DF 07/23/2018 4 6 12 A 2X4(A1) 4'11"11 4'11"11 51"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 L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pt NA Ce:NA VERT(LL):NA A 188 /29 /117 /- /105 /1.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 92 /- /56 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.007 C - - B 125 /93 /82 /- /- /1.5 Des Ld: 37.00 EXP:D HORZ(TL): 0.014 C - - Wind reactions based on MWFRS Mean Height:15.00 ft 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: 0.453 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: 0.267 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Loc.from endwall:not in 4.50 ft FT/RT:0(0)/5(2) GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 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 0.00 4.97 BC 60 0.00 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. �1p►S FLE4114. -3 1 �,yp ♦ + Q •{•V'f'V • • V`F1J f .u. * * • f 'a•s ATE • V'12 '• fit o ROI:" S. E' #0 278 15�0111A1 v a 00 07/23/2018 "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)fsafely 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 permanent lateral restraint 5f webs shall havebracing 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. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of MN 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 drowirlg or cover page 6750 Forum Drive listing this drawing,indicates acceptance of professional 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 ANSUTPI 1 Sec.2. Suite 305 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.sbcindus Orlando FL,32821 1 9 P 9 P tp" g try.com;ICC: www.iccsafe.org Job?lumber: 530318 Ply: 1 SEQN:883559 /T38 /JACK Gust:RR9353 JRef: 1WcW93530006 278 SEMINOLE RD. DUVAL CTY(COLE BUILDERS)278 SEMINOLE RD. DUVAL C Qty: 4 FROM:RH DrwNo: 204.18.0737.35381 Truss Label: CJ52 JB / DF 07/23/2018 C 0 T 6 12 M o 00000000 _i 1 iv � iv p (V o) 'n B (D M t% A E 10-=-444 12 2X4(A1) f 4„I 4,11 1 F— 1,4„ 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# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.018 D 999 240 E 290 /74 /203 /- /129 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.048 D 999 180 D 87 /- /51 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.010 D - - C 113 /83 /73 /- /- /1.5 Des Ld: 37.00 ea.D Man Height:15.00 ft HORZ(TL): 0.018 D - - Wind reactions based on MWFRS Me NCBCLL: 10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 E Min Brg Width Reg= 1.5 Soffit: 2.00Bldg Code: FBC 2017 RES Max TC CSI: 0.383 D Min Brg Width Req= - BCDL:5.0 psf C Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.224 Bearing E is a rigid surface. Spacing:24.0” C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Loc.from endwall:not in 4.50 ft FT/RT:0(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 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 -1.33 4.97 BC 61 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. Iw /Melt,,, Additional Notes /10/PSISIS_ RZC ,14fShim all supports to solid bearing. 0 •s••'" -S•+;f1/ i •• • At • o, i •848 • } r 1 / • s • r• /* •• y•' ATE • • m a /�, 13 C'AN +'fi) O R\'a . ` ''''' �. '0}I`I et 10*+•r•nr••••* `,fes` �1.a #0 278 4449j1ur/OlYf1 \N_VV 07/23/2018kittatl "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 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 havebracinginstalled per BCSI 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. Defer 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 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 page,, 6750 Forum Drive listing this drawing,indicates acceptance of pro-fessiona_r engineering responsibility solely for the design shown. The suability Suite 305 and use of this rawing for any structure 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.corn;ICC: www.iccsafe.org Job'slumber: 530318 Ply: 1 SEQN:883151 /T18 /JACK Gust:RR9353 JRef: 1WcW93530006 278 SEMINOLE RD. DUVAL CTY(COLE BUILDERS)278 SEMINOLE RD. DUVAL C Qty: 4 FROM:RH DrwNo: 204.18.0737.34928 Truss Label: CJ53 JB / DF 07/23/2018 C I12 r4 6 B D r En 000.01111VA + 4 s o " A E mmo4 ;2X4(A1) 12 i 4" 2'7"11 H 1'4" +4+ 2'11"11 H 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 Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.002 D 999 240 E 223 /66 /163 /- /86 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.008 D 999 180 D 47 /- /28 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D - - C 57 /42 /35 /- /- /1.5 Des Ld: 37.00 EXP:D HORZ(TL):0.002 D - - Wind reactions based on MWFRS Mean Height:15.00 ft Code I Misc Criteria CreepFactor:2.0 E Min Brg Width Req= 1.5 NCBCLL: 10.00 TCDL:4.0 psf Soffit: 2.00 BCDL:5.0sf Bldg Code: FBC 2017 RES Max TC CSI: 0.340 D Min Brg Width Req= - p C Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.102 RepFactors Used:Yes Max Web CSI: 0.000 Bearing E is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:0(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 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 58 -1.33 2.97 BC 36 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. tmttmir tri Additional Notes ���1�� *'�•'�.-/ l�i Shim all supports to solid bearing. ••' '•• '. \ • •s O ,- • a • • 46 48 • • • i * • * ; * - • x ,0•. ATE Q A O • Q • tel.` ••F�O R0+fl ..•��<' #0 278 `"�-k rvanatw+j1 1° 07/23/2018 '"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) gr safety practices prior to performing these functions. Installers shall provide temporary bracin per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attach d rigid ceiling. Locations shown for_permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10, /411116 as applicable. Appy plates to each face,otruss 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 ITW Building_Components Group Inc..shall not be responsible for any deviation from this drawin any failure to build the my COMPANY truss in conformance with ANSI/TPI 1,or for handlirfp,shipping,installation and bracing of trussesA seal on this drawing µ 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 the responsibility of the Building Designer per ANSI/TP!1 Stc.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: 530318 Ply: 1 SEQN:883148 /T19 /JACK Gust:R R9353 JRef: 1 WcW93530006 278 SEMINOLE RD. DUVAL CTY(COLE BUILDERS)278 SEMINOLE RD. DUVAL C Qty: 4 FROM:RH DrwNo: 204.18.0737.35880 Truss Label: CJ54 JB / DF 07/23/2018 12 6 - C 0§., ci r. 1 I o dgillIlldillIl ) 00 2"9 in A ►� C ►� /I 4 12 2X4(A1) 4" 1'4" 14ir1 7"11 1F-------1„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# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.000 D 999 240 B 203 /90 /168 /- /43 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.000 D 999 180 D 4 /24 /24 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 D - - D -29 /35 /30 /- /- /1.5 Des Ld: 37.00 EXP:D HORZ(TL): 0.000 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 TCDL:4.0 psf D Min BrgWidth Re Soffit: 2.00 BCDL:5.0psf Bldg Code: FBC 2017 RES Max TC CSI: 0.340 q= - TPI Std: 2014 Max BC CSI: 0.040 D Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Loc.from endwall:Any FT/RT:0(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 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 31 -1.33 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. litairo4, Additional Notes sS i. � F1, b','i Shim all supports to solid bearing. ek .....ii . / I ' i7( • • 0. . •648 a r /..6., . * .. S.a �". ATE ai� 1 ��,C• L OR��0 ,..�'�4 .r ,'''k%. '1ONjet-' .' . #0 278 -kip.. ' 07/23/2018 "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)fo'r safely 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 bottomhord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint 8f 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. Defer to ,q LP I N E E160A-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 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 rooessionar 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 Gable Stud Reinforcement Detail ASCE 7-10: 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 ' Or, 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Ori 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or: 120 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) 1x4 'L' Brace w (1) 2x4 'V Brace le (2) 2x4 'L' Brace we (1) 2x6 'L' Brace w (2) 2x6 'L' Brace ■w 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 A: Spruce-Pine-Fir Hem-Fir SPF #1 / #2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' - MI / *2 Standard *2 Stud )I #3 3' 8' 5' 9' 6' 2' 7' B' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' k3 Stud *3 Standard • O u F Stud 3' 8' 5' 9' 6' 1' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' �I f Stnndnrd 3' 8' 4' 11' 5' 3' 6' 7' 7' 1' 8' 11' 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' Douglas Flr-Larch Southern Pinewew QJ #1 4' 0' 6' 8' 6' 11' 7' 10' 8' 2' 9' 4' 9' 8' 12' 4' 12' 9' 14' 0' 14' 0' k3 A.3 J Stud Stud S P #2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' B' 14' 0' 14' 0' Standard Standard #3 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10' 11' 11' 8' 14' 0' 14' 0' _ CU DFL Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10' 11' 11' 8' 14' 0' 14' 0' d Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' _ 8' 4' 8' 11' 9' 8' 10' 4' 13' 1' 14' 0' Group B: U F #1 / #2 4' 5' 7' 6' 7' 9' 8' 10' 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' Hen-Fir #3 4' 2' 7' 1' 7' 9' 8' 9' 9' 1' 10' 5' 10' 10' 13' 9' 14' 0' 14' 0' 14' 0' MI 6 Btr L U H F Stud 4' 2' 7' 1' 7' 6' 8' 9' 9' 1' 10' 5' 10' 10' 13' 9' 14' 0' 14' 0' 14' 0' MI w O I� Standard 4' 2' 6' 1' 6' 5' - 8' 1' 8' 8' 10' 5' 10' 10' 12' 8' 13' 7' 14' 0' 14' 0' Douglas Fir-Larch Southern Plnewww #1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10' 8' 11' 1' 14' 0' 14' 0' 14' 0' 14' 0' k1 _ M1 S P #2 4' 5' 7' 6' 7' 9' 8' 10' 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' *2 A.2 #3 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10' 11' 13' 4' 14' 0' 14' 0' 14' 0' 1x4 Braces shall be SRB (Stress-Rated Board). Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10' 11' 13' 4' 14' 0' 14' 0' 14' 0' Q1 a-1 LwwwFor 1x4 So. Pine use only Industrial 55 or Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10' 2' 10' 10' 11' 10' 12' 7' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B #1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 10' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades. d S PF #3 4' 7' 8' 2' 8' 5' 9' 8' 10' 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes: 0 U H F Stud 4' 7' 8' 2' 8' 5' 9' 8' 10' 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion is L/240. 0 f� Standard 4' 7' 7' 0' 7' 5' 9' 4' 10' 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 75 plf over X #1 5' 1' 8' 5' 8' 8' 9' 11' 10' 3' 11' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psf TC Dead Load). d 5 P #2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlookers #3 4' 9' 7' 4' 7' 10' 9' 8' 10' 1' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. fti.-s DFL Stud 4' 9' 7' 4' 7' 10' 9' 8' 10' 1' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 6' 6' 11' 8' 8' 9' 3' 11' 6' 12' 0' 13' 7' 14' 0' 14' 0' 14' 0' Symm r Attach 'L' braces with 10d (0.128'x3.0' min) nails. About ft. 1 I 1 able Truss II II 3A. For (1) 'L' brace. space nails at 2' o.c. / 1 / in 18' end zones and 4' o.c. between zones. Diagonal brace option. ��`� 31E 3A.For '2) onesea space nailseat 3' o.c. r * F 18' end zones and 6' between zones. vertical length may be a I N doubled when diagonal 18' 'L' bracing must be a minimum of 80% of web brace is used. Connect L I 011'1%* member length. diagonal brace for 600* .L. -I} Gable Vertical Plate Sizes at each end. Max web Br ce pitipo!.-11111".total length Is 14'. �t s�I/ Less Verticalthan 4 Length No Splice 2DF-L k2 or ' Greater thnn 4' 0', but better dingonnl r + 3X4 Vertical len tin shown /[ x6 braces singleless than ll' 6' In table above. or double cut 18Greater than I1' 6' 4X4 (as showN nt L_ 1 T'L �'` f�y r e r • -) + Refer to common truss design for / upper end. 4 l.f 1 y� �' �1 ) .,.;1 peak, splice, and heel plates. �J / / / A . nous' ring ' / Refer to the Building Designer for conditions Connect din oma at !!! - not addressed by this detail. midpoint of vertical web. Refer to chart ojOve fir e* a a •.$le gt4 ..vARrmeaw.READ Alm F0117V ALL raves ON THIS BRAVBIGI ! a7 a y, REFASCE7-10—GAB16015 ssDPORTANTsw FURNISH THIS BRAVING TO ALL CONTRACTUS INCLUDING TIE INSTALLERS. a t * 7C as Trusses require extreme care in fabricating,handing,shipping,installing and bracing. Refer t n a R r. =follow the latest edition of BCSI(Building Component Safety Information,by WI and SBCA)for slaty 1F + DATE 10/01/14 proctkes prior to performing these functions Installers shall provide temporary bracing per BI. a Unless noted otherwise,top chord shall have proper) attached structural sheathing and bott hon A AT /t ws shall have a properly attached r ceiling. Locations shown for permanent lateral restraint of w �' ATE E 0 . 1.41 . 4 DRWG A16015ENC101014 shall have bracing Installed per SCSI sections B3,B7 or BIO,as applicable. Apply plates to each;e re • V i r�' of truss and position as shown above and on the Joint Details, unless noted otherwise. + •• A AA r'�f,, ,q L P N Refer to drawings 160A-Z for standard plate positions. i • �/ Alpine,a didzlan of ITV Bukdrg Corponentsi Group Inc.shall not be responsible for any deviation l'fki (� ♦A+ lw OR, sf.V, TOT, LD, 60 PSF AN R\N CIDMPMNY this drawing,any failure to trusses.the truss In canfornance with ANSI/TPI 1,ar for handling,Wpping, 1�L e/n'e****AR s***•it,` installation L bracing of sses /!. �• ;\yT A seal on this drawing or cover page listing the draweg,indicates acceptance of professbnt !j \\137231Riverpod\Dive engineering uC e I responsibility solely for the der gin shorn The suitability and use of this drawing r/ I \\Suite\200 far-any structure Is the responsibility of the Building Designer per ANSI/WI I Sect. !jw e R!"i y_,ss��' \\Maryland\Heights,\MO\63043 For more information see this Job's general notes page and these web sites, �1h� �u{t�," MAX. SPACING 24.0' ALPINE,www.alpinetw.comi TPI,www.tpinst.org)SBCA.www.sbcindustry.org)ICC,wwr.iccsafe.org iffi ')7 14 f4714.23/-2018 Q1n7Iv[Ln ONI3VcIS 1 nintinutt xLC.U e..o•+ios�,xsss 901 alaaA4;snpupq+•sos ,vOes ro�o•;supl..•as.Idi luoo.sl.Nuld)o•s•a 131dIV �)h_ a•;Is gas*soul.puo a8od ;ou)ouauaE ,qof sMa aas ugaou,.04 I a..ou uo4 C OC9\OV\'s1V0!oH\PuelAJ IN\\ +�) in' --%i 'Z�+S 1 IdLI1l1V..mi douCRaa a.P(A8 wi io kl. .ods+.,wi sl..."4.-,,,,“•�+oi 00L\aMS\\ '�dd '�na r_\': l�!`�/�1��i� aM�siw io*sn Pua Syngwlns anu Na•aa Asap ws Ai Amps hi71glswdsa+E1wWgua ants3 wod,ania\czts l\\ .gyp`" l\`i` 1.1....***** ti. la +ice io a.asYda000 s+io,w'aYaP slua�uwsl)aaw aawoo.,o Wsa;srw uo Pas v P ` .►*• s /��41�, ryr ••Eu1d 6•6u0puay.0A�o'T Idl/ISNV 4;I0 awau..)uoD ssn., a 'sassnu;!o Eupo.p 1 uloo poasu! dSd 01 ' *•("���V uopoln•p Aua i M a ya P.jpi oa 11 Aw'6w+a�P IV. ANrHWaoML Nv j� 'e•4 GI '} �. M .,oi+p{suodsau aq you nous"az l food sl.0+uoduo0 eulPlne n17 40 wIsNIP o'+uply ♦ • J/ S/7l •suoplsod ol.ap PuoPuoas ..oi z-vovl s0ul•aP oa +i+a 'A` I 7 {...� JSd -II / •• V +•: �j ,sl•uwao waou ssar. ',mai/l.vor ay;uo wa anoga u.oys so ua}Isod poo ssn a is I `1 oU�V _ 'i • *c rZ oa saao1d AIddN vpof,lpdo s0•076 ,.o C6'EH sugaoas IS�6,+ad P000;sN 00paq*nay llo4s VV ll t'TOT anSH132IH O l a JSd iQ • + 1 • r� o 34o�l.sa.,o..aaol 1uauounad uo!000ys suopoao, •og No PlC Pay�oalo ANadoud o anw Ilws ss • wo4o a;oq puo eulyaua40 lo�naon 40 P Dogs o o Ala/Woad•ooy Now p op do;'acct oy.o Padou ssaµ.0 • �i� Q 1S ..ad 6upo.q A..n..odus; aPNo•+d nogs s..+))o;su] •suoll.ouni*say; 6ur+..oi..od o;..olud saol;oo..d a • Aa+i ao4(VMS Puo Idl Aq•uonowoiul A;aids ;usuoduo3 6MPVn6)IS06 io uop)pa as+;ol 0,4 00n09 4T/TO/OT Jiva �Sd Q��� s 11-.jos .eu„ • �' A .�y1y�/.�. I •+9 pun 6ulllo;sul roupdry.p 6ypooy eu)}oopgoi 01•.00 aua.gsa•.!nb0 sassn..l • * so sa31,V1SNI 311%NUMI I S1110V811617 IIV 01 9NIAVaa SIM HSDMI!ogINVlaadNTss S q n S ZI1 3?J S d 4-1 1•' olaAvaa SIH1 No 031111 TN Ao,w(INV 87311 sMSNmalVAsa ••• $/� f .-- 07A. , S,sfir(\04.,t ) 4,y`737d slifA� �it...l 'qaM do aDDd I yooa o} goos (T) Alddy .qaM do a,D3 apiM uo gops ua}uao o •u6lsap papas s,..laaul6u3 uo asim,iay}o paldpads ssaiun iagwaw qaM uolq} Aa}}aq JO aptu6 pup sai�ads awns aq o} }uawaD.Aoduia.i goos .io '}uawaJ.Aoduia A-� '}uawa�Aodula A-1 dulad gDDS (31()9x2-2 9x3 sMo.i 2 8x2 8X2-T 9x3 MOJ T 8x2 y}6ua1 iagwaw qaM do 7.08 wnwluiw G )bx3_3 9x3 sMO.A 2 9x3 9x2 D SI .iagwaw 6up.Aodulad 'D'o ,9 }D 9x3-T 4x3 MO.A i s11Du (UIw'.0'Ex.82T'0) POT 4}IM yDo}}d •ajod .gad gobs (T) uog} avow oN yx3_3 9x3 SMOJ 3 tix2 ,io Ex2 .qaM do aDD. apim o} (s)gOos Alddy gx2_T taX3 MOJ T qX3 JO Ex2 q_uawaa �o�uia� qn�s 'ju1a8 OIDDS 'dulad --I JO -1 }uID.A}say azlS }uawaDaJodulaa and}ou.Aa}ly 8-13 paidpads .AagwaN qa/q •dula2l-1 'du!ael-1 V V ads(} }uawaDuoduia.A V\V� a}Dl ido.iddo u{}lM u6Isap un,A_a.A }uawaD.Aodula.i ani}ou Aa}lD wnwlulw Ao3 F_ •ani}DA.Aasuoo aq Cow Molaq }.ADHD ul paidpads }uawaD.ioJula.A anl}Duua}ld ,I }uawao.Aodula.A qts Jo }uawaDa.Aodula.i_1 JO }uawaD.io3uia,A-1 0} su6isap papas Aid al6uis uo uMoNs ,, en paldloads ay} 6u16U L D uod algDollddo �C1uo sl llD}ap slNl ,, •y}6ua1 .Aagwaw qaM do /08 wnwiuiw o 1Sa�0N si uagwaw 6up,io3uia�i •o•O ,9 }D ,� s11Du (uIw'.0'Cx.82T'0) POT I-14-IN 11DD}}y a�Dd MO A ADU qaM do *pis lay}ia o} C1ddy O, '3ulad-1 'pa.ilsap sI poy}aw }uawaD,Aoduia.A \ < p, Jo 4ua1,13D 10JUIael--1 qaM an1}DuJa}1D up }nq u6lsap ssn,A} 0 uo pa13pads si 'duiay-1 ...10 (N-13) }ulo.i}saa 1D.Aa}D1 snonul}uo3 D ualjM pasn aq o} SI 1io}ap 5N1 l_uawaa.io juiaN_± uoiq_ ng_ i _ sonS uaowaA 6uiDuoduiae e -13 •- 1 .• Commentary) Deflection and Camber • Camber may be built into trusses to compensate L = Span of Truss (inches) for the vertical deflection that results from the D = Depth of Truss at Deflection Point (inches) application of loads. Providing camber has the following advantages: Recommended Truss Deflection Limits • Helps to ensure level ceilings and floors after dead loads are applied. Truss Type L/D Deflection Limits • Facilitates drainage to avoid ponding on flat or Live Load Total Load low slope roofs, Pitched Roof Trusses 24 L/240 (vertical) L/180 (vertical) • Compensates for different deflection Floor of Room-In-Attic 24 L/360 (vertical) L/240 (vertical) characteristics between adjacent trusses. Trusses 111- Improves appearance of garage door headers Flat or Shallow Pitched 24 L/360 (vertical) L/240 (vertical) and other long spans that can appear to 'sag.' Roof Trusses • Avoids 'dips' in roof ridgellnes at the transition Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical) from the gable to adjacent clear span trusses. Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical) In accordance with ANSI/TPI 1 the Building Designer, through the Construction Documents, shall provide the Scissors Trusses 24 0,75' (horizontal) 1.25' (horizontal) location, direction, and magnitude of all loads attributable to ponding that may occur due to the design of the roof drainage system. The Building Designer shall also specify Truss Type Recommended Camber any dead load, live load, and in-service creep deflection Pitched Trusses 1,00 x Deflection from Actual Dead Load criteria for flat or low-slope roofs subject to ponding loads. Sloping Parallel 1.5 x Vertical Deflection from The amount of camber is dependent on the truss type, Chord Trusses Actual Dead Load span, loading, application, etceteras. Floor Trusses (0,25 x Deflection from Live Load) + More restrictive limits for allowable deflection and Actual Dead Load slenderness ratio (LID) may be required to help control vibration. Flat Roof Trusses � x(0,25 x Deflection from Live Load) + • CCtEri Design Dead Load Deflection) The following tables are provided as guidelines for OS +Fi.Arl41*i limiting deflection and estimating camber. Conditions or Note: Th- .� ••• , .�v e considerably less than codes may exist that require exceeding these t zit: — ' •• recommendations, or past experience may warrant using 'more stringent limitations, 17 if ;,s : 0. . .64 •.wARNIIXAns READ AHn fnuaV ALL rims DN Thin DRAVnIGI * * y, REF DEFLEC/(AMB ..DQ(RTANTos£TRIaTII THIS/RAVING TO ALL CONTRACTORS INCLUDING TIE INSTALLERS � • 7�S Trusses requhe extreme care In fabricating,handing,shipping,Installing and bracing. Refer t�air Iww II # follow the latest edition of BCSI(Building Canponent Safety Information,by TPI and SBCA)for sety • + DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per BSL E Unless noted otherwise,top chord shall hove properly attached structural sheathing and batt 'A• ATE DRWG DEFLCAMB1014 shall have a property attached rigid ceiling. Locations shown for permanent lateral restraint of b!'V w 1 t have and pool Installed per BCS(sections B3,B7 or BIO,as applicable. Apply plates to eadn e P • Vr 4 ' O I`vl of truss and position as shown above and on the Joint Details,unless noted otherwise. O • /� • /�'�I Refer to drn+bgs 160A-Z for standard plate positions. ♦� • /'� �P••• V(/ r Alpine,o division of ITV Building Components Group Inc.shall not be responsible far ony deviation f �,� •• L°R1 ••�� S AN Rw COMPANY this drawing,any failure to build the truss In conformance with ANSI/TPI 1,or for handing,shipping, Si,r♦ •• Installation s bradng of trusses. I, �� •••l+'•• `` A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional tt ,a �,`�, y \\13723\Riverport\Drive .ngYneeri g responsLBlty solely for the shown The sultabLity and use of this drawing lei/ V •.�► \\Suite\200 far ony struc4re b the respanseStty of fir np Deslprier per ANSI/TPI t Sect. -7l�j.�� nXp" \\Maryland\Heights,\MO\63043 For more information see this Job's general notes page and these web sites -.M.i(t ill ALPINE.eww.nlpineite.coni TPI..wr.tpnst.orgi SBC*'..w,sbcindustryorgi ICC.ww.lccsafe.org n''R 07/23/2018 " I Goole Ietail e . For Let-in Verticals Gable Truss Plate Sizes - ASboutyu• O Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. 11 ©Refer to Engineered truss design for peak, splice, web, and heel plates. © ®If gable vertical plates overlap, use a single plate that covers the total area of le the overlapped plates to span the web. ablev¢rtical Lop 111 2X4 p© © Lth Example' a li 2X4 / 2X8 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing , Member Member ,,i I :lk Au © O Toe-mall - Or - End-mall umIllhiiiiii...... , X OO To convert from 'V to 'T' reinforcing members, Provide connections for uplift specified on the engineered truss design. multiply 'T' Increase by length (based on appropriate Alpine gable detail). Attach each 'T' reinforcing member with End Driven Nails' Maximum allowable 'T' reinforced gable vertical lad Common (0.148'x 3.',m1n) 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, Rleld Shenthln. Toennlled Nails specie, and grade of the 'L' reinforcing member. 10d Common (0.148'x3',min) Toenails at 4' o,c, plus " 4 Nails 1 � (4) toenails in the top and bottom chords. Web Length Increase w/ T" Br-ace 'T' Relnf, 'T' .T. This detnll to be used with the npproprinte Alpine gable detail for ASCE Mbr, Size Increase Reinforcing wind load. -[ Member 2x4 30 ASCE 7-05 Gable Detail Drawings Example; 2x6 20 Gable A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph Nails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Truss Spaced At ASCE 7 10 L ASCE 7 16 Gable Detail Drawings Gable Vertical = 24'o.c. SP •3 4' O.C. A11515ENC100118, A12015ENC100118, A14015ENC100118, A16015ENC100118, 'T' Reinforcing Member Size = 2x4 A18015ENC100118, A20015ENC100118, A20015END100118, A200 _ r 'T' Brace Increase (From Above) = 30% = 1.30 A11530ENC100118, A12030ENC100118, A14030ENC100118, t N 101 ' r��� (1) 2x4 'L' Brace Length = 8' 7' A18030ENC100119, A20030ENC100118, A20030END100 _, • l 3 1.r. 00 = 4th Maximum 'T' Reinforced Gable Vertical Length SIISISENC100118, 512015ENC100118, 514015ENC10e :, U�., f 1.30 x 8' 7' = 11' 2' S18015ENC100118, S20015ENC100118, S20015EN1 Rl+; e1 :;a�yr r•+e,++l�j S11530ENC100118, S12030ENC100118, S14030E,s e'IS:, .1 •�, .1 , �1 4 Nall S1803OENC100118, S2003OENC100118, 520031x'' 010. .S21 1'ED101 18 • / :: Ceiling See appropriate Alpine gable detail for maximem unr♦l forc gabl- - Ica( le dilih. • .. ► 0. ; .648 a ♦ ♦ * a 0. ...WARNING..READ AN FOLLOW ALL NOTES ON THIS DRAVII/GI I * * �R y I . , REF LET-IN VERT ewDIPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. i! Trusses require extreme care In fabricating,handling, shipping,installing and bracing. Refer t�and • • follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for sJty a ATE . . f /tiq DATE 01/02/2018 .411116.. practices prior to performing these functions. Installers shall provide temporary bracing per B ♦ �C•IJY�, Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom p IP'', .y • (�` shall hove a properly attached rigid ceiling. Locations shown for permanent lateral restraint of T' •+ (,f. 4.*.* DRWG GBLLETIN0118 A l'1 O shall have bracing Installed per BCSI sections B3,B7 or BIO,as applicable. Apply plates to each fa y>,' ..andDetails, ` �--�lye I v Refer to drawings 160A-2 for standard plate positions. *Rt**•*�♦♦♦♦• Alpine, a division of ITV Building Components Group Inc.shall not be responsible for any deviation from.f t AN RW COMR4NY this drawing,any failure to build the truss In conformance with ANSI/TPI 1,or for handling,shipping, f/iL ()I( mat v''4,,,,, MAX. TOT, LB. 60 PSF Installation L bracing of trusses. u A seal on this drawing or cover page listing tills drawing,Indicates acceptance of professional _�,p \\13723\Riverport\Drive engineering responsibility solely for the design shown Tees ts�ty and use of this drawing '��tff11{111NI��v*'" DUR. FAC. ANY for any structure Is the responsbillty of the Bulldknp Designer per ANSI/TPI 1 Sect. 07/23/2018 Suite\200 #0 278 \I Maryland\Heights,\MO\63043 For more Information see this Job's general notes page and these web sites' MAX. SPACING 24.0' ALPINE'■wr.alpineite.coml TPG www.tpinst.rgl SBCA' www.sbcindustry.orgi ICG www.lccsafe.org Permit Number: /2 6-'s /d 501 PRODUCT APPROVAL INFORMATION SHEET (PAIS) (revised July 30,Z015) Project Name: LP fie! Project Address: o77 ( /tR�/td/'e- h %,t" C j` c c �C 3 33 k / Contractor: BcliiJ('S As required by Florida Statute 553.842 and Florida Administrative Code 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 product's.Information regarding statewide product approval may be obtained at:www.floridabuilding.org. Category/Subcategory/Subcategory Manufacturer Product Description Code Version FL# (include suffix) Expiration B EXAMPLE ACME 36"Exterior Widget 2014 12345.01 12/31/2017 A.Exterior Doors 1.Swinging 74€/'4 Tlu //19'/ Dof 2o/7 /✓ Z Si/ /00 / ` 2.Sliding • _ / a 3.Sectional /K�t�/ S�c74o Q. / [ e_ .�.3.0.Z 4.Roll-up S.Automatic 6.Other B.Windows - 1.Single Hung a9k WGA ,/ely/ LJ'.cci7GJ 20/7 / 4,2s--c- OA- 2. .` / -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 C.Panel Wall 1.Siding Z-4./0 S> e . Y/ie!J�!0/y(nf �0/ f / /9 o2, .a2 / / ?O 2.Soffits O?O/ /27/9,?, a2 �a/3•r� 3.EIFS 4.Storefront 5. Curtain Walls 6.Wall Louvers 7.Glass Block 8.Membrane 9.Greenhouse 10.Synthetic Stucco 11.Other D. Roofing Products /19/‘ f � �AykSX7 X47 / 54 - 1.Asphalt Shingles )ide/(S �/11/ 2. Underlayments u.`L i 404 Al * /e - (2/ 3.Roofing Fasteners 4. Non-structural Roof Metal 5. Built-up Roofing 6.Modified Bitumen 7.Single-ply Roofing 8.Roofing Tiles 9. Roofing Insulation 10. Water-proofing 11.Wood Shingles/Shakes 12. Roofing Slate 13. Liquid-applied Roofing 14. Cement-adhesive coats 15.Roof Tile Adhesive 16.Spray-applied Polyurethane Roofing 17.Other E.Shutters 1.Accordion 2.Bahama 3.Storm Panels 4.Colonial 5.Roll-up 6.Equipment 7.Other • F.Structural Components • • . //;/".50,-) .wood Connector/Anchor //N S7TAj‘ivs/S"i o17 0/7 /0944 /0/1, 2.Truss plates (6 /eG< - o/7 /a/z 3.Engineered Lumber 4.Railing 5.Coolers/Freezers 6.Concrete Admixtures 7.Material 8.Insulation Forms 9,Plastics 10.Deck-roof 11.Wall 12. Sheds 13. Other G.Skylights 1.Skylight 2.Other H.New Exterior Envelope Products 1. 2. In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, it is the Contractor's or Authorized Agent's responsibility to have a legible copy of each manufacturer's printed instructions, along with the list above, on the job site available to the inspector. OFFICE COP" FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lagner Residence Builder Name: Cole Builders Street: 278 Seminole Road Permit Office: Atlantic Beach Building Dept City,State,Zip: Atlantic Beach, FL,32233 Permit Number: Owner: Jurisdiction: 261100 Design Location: FL,Jacksonville County: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(1848.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood, Exterior R=13.0 1520.00 ft2 b.Frame-Wood,Adjacent R=13.0 328.00 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 (1658.0 sqft.) Insulation Area a.Under Attic(Vented) t/ R=30.0 1658.00 ft2 6. Conditioned floor area above grade(ft2) 1658 i b.N/A R= ft2 Conditioned floor area below grade(ft2) 0 c.WA R= ft2 11.Ducts R ft2 7. Windows(128.3 sqft.) Description Area a.Sup:Attic, Ret:Attic,AH:Garage 6 331.6 a. U-Factor: Dbl, U=0.33 / 128.33 ft2 SHGC: SHGC-0.21✓ b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 36.0 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 36.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 3.619 ft. Area Weighted Average SHGC: 0.210 14.Hot water systems a.Electric Cap:50 gallons 8. Floor Types (1658.0 sqft.) Insulation Area EF:1.000 a.Slab-On-Grade Edge Insulation R=0.0 1658.00 ft2 b. Conservation features b.N/A R= ft2 None c.N/A R= ft2 15.Credits Pstat Glass/Floor Area: 0.077 Total Proposed Modified Loads: 49.80 PASS Total Baseline Loads: 49.66 I hereby certify that the plans and specifications covered by Review of the plans and •�*SHE Sr,9/. , this calculation are in compliance with the Florida Energy specifications covered by this •`ti: - ,..;Q4, Code. Digitally signed by Joshua calculation indicates compliance 6t..V%�,,�'•`. = ;,on n Howard with the Florida Energy Code. "m, „_�O• PREPARED BY: _ 4144'4 Date:2018.06.22 10:17:56 Before construction is completed i a F;: .L-..:__r t DATE: -04'00' this building will be inspected for .;�.` k,'( ,I compliance with Section 553.908 . +�° Florida Statutes. I hereby certify that this building,as designed,is l ompliance ��`t with the Florida :rgy ••e. COD .*..:... OWNER/AG- T: - ___ `� BUILDING OFFICIAL: fit p� DATE: !"� DATE: !D '�/-o9d d - 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). 6 21/ • FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT PROJECT Title: Lagner Residence Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1862 Lot# Owner Name: Total Stories: 1 Block/Subdivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Cole Builders Rotate Angle: 270 Street: 278 Seminole Road Permit Office: Atlantic Beach Building Dept Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Single-family FL, 32233 New/Existing: New(From Plans) Comment: CLIMATE / Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range .,- FL, FL,Jacksonville FL JACKSONVILLE INT V 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Block1 1658 14922 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Main 1658 14922 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 199 ft 0 1658 ft2 ____ 0.5 0.4 0.1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 1796 ft2 01t2 Medium 0.4 No 0.9 No 0 22.6 / ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 1658 ft2 N N CEILING V # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Vented) Main 30 Blown 1658 ft2 0.11 Wood 6/21/2018 4:34 PM EnergyGauge®USA Section R405.4.1 Compliant Software Page 2 of 4 A FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below . •.. Space - - .. .:.-�. 1 N=>W Exterior Frame-Wood Main 13 18 10 180.0 ft2 0.23 0.4 0 2 N=>W Exterior Frame-Wood Main 13 12 10 120.0 ft2 0.23 0.4 0 3 W=>S Exterior Frame-Wood Main 13 18 10 180.0 ft2 0.23 0.4 0 4 N=>W Exterior Frame-Wood Main 13 17 10 170.0 ft2 0.23 0.4 0 5 E=>N Exterior Frame-Wood Main 13 30 9 270.0 ft2 0.23 0.4 0 6 S=>E Garage Frame-Wood Main 13 41 8 328.0 ft2 0.23 0.4 0 7 S=>E Exterior Frame-Wood Main 13 30 8 240.0 ft2 0.23 0.4 0 8 W=>S Exterior Frame-Wood Main 13 40 9 360.0 ft2 0.23 0.4 0 DOORS V # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S=>E Wood Main None .46 3 6 8 20 ft2 2 S=>E Wood Main None .46 3 6 8 20 ft2 WINDOWS Orientation shown is the entered orientation(=>)changed to As Built(rotated 90 degrees). Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 N=>W 1 Vinyl Low-E Double Yes 0.33 0.21 N 30.0 ft2 1 ft 4 in 1 ft 0 in None None 2 N=>W 2 Vinyl Low-E Double Yes 0.33 0.21 N 33.3 ft2 8 ft 4 in 1 ft 0 in None None 3 N=>W 4 Vinyl Low-E Double Yes 0.33 0.21 N 30.0 ft2 1 ft 4 in 1 ft 0 in None None 4 S=>E 7 Vinyl Low-E Double Yes 0.33 0.21 N 20.0 ft2 4 ft 4 in 1 ft 0 in None None 5 W=>S 8 Vinyl Low-E Double Yes 0.33 0.21 N 15.0 ft2 1 ft 4 in 1 ft 0 in None None GARAGE V # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 433.4 ft2 433.4 ft2 64 ft 8 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .0004 1740.9 95.57 179.74 .3169 7 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.2 36 kBtu/hr 1 sys#1 6/21/2018 4:34 PM EnergyGauge®USA Section R405.4.1 Compliant Software Page 3 of 4 • FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER:14 36 kBtu/hr 1080 cfm 0.75 1 sys#1 HOT WATER SYSTEM V # S ••• •- - • Location EF Cap Use SetPnt Conservation 1 Electric Heat Pump Garage 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 ON RLF Heat Cool 1 Attic 6 331.6 ft Attic 82.9 ft2 Default Leakage Garage (Default) (Default) 1 1 TEMPERATURES Programable Thermostat:Y Ceiling Fans: CoolingJan Feb Mar A r Ma X]Jun 7C Jul [X]Au [X]S Oct Nov Dec HeatinX Jan X►Feb X Marr l Ma [XI Jul [ ]AuE ]S Oct X Nov X Dec VentingJan Feb X Mar 'X Apr [ May [ ]Jun ' Jul [ ]Aug ]Sep X Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) 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 MASS Mass Type Area Thickness Furniture Fraction Space Default(8 lbs/sq.ft. 0 ft2 0 ft0.3 Main Name: Signature: /• , Rating Compant: Date: ei 3/4,K. 6/21/2018 4:34 PM EnergyGauge®USA Section R405.4.1 Compliant Software Page 4 of 4 • 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 100 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 Attic/Attic 3. No.of units(if multiple-family) 3. 1 4. Number of bedrooms 4. 3 13. Cooling system: Capacity 36.0 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. 1658 d) Room unit/PTAC EER e)Other 7. Windows,type and area a) U-factor:(weighted average) 7a. 0.330 b) Solar Heat Gain Coefficient(SHGC) 7b. 0.210 14. Heating system: Capacity 36.0 c)Area 7c. 128.3 a)Split system heat pump HSPF 8.2 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 1.00 b)Gas fired,natural gas EF 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) 10B1. 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 11 b. 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 compl ed base^ on'nstalled code compliant features. � � 0-/ /y Builder Signature:1'/ PZ, Date: 6 111 Address of New Ho ,/278 Seminole Road Ci /FL Zip: Atlantic Beach, FL 32233 tY P 6/21/2018 4:34:40 PM EnergyGauge®USA 6.0.02-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: 278 Seminole Road 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. EiR402.4 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. 0 R402.4.1 Building thermal envelopbe 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. • R402.4.3 Fenestration air leakage Windows,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. 6/21/2018 4:34 PM EnergyGauge®USA -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. 0 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 L/s)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. I I 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. EIR403.3.2 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. ❑R403.3.5 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. ElR403.4.1 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 retum 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. O 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. 6/21/2018 4:34 PM EnergyGauge®USA -FBC 6th Edition(2017)Compliant Software Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) O 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 1/2 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). O 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). O 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 burner(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. ▪ R403.6 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. 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). O 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 6/21/2018 4:34 PM EnergyGauge®USA -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 retum 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. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. 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. 6/21/2018 4:34 PM EnergyGauge®USA - 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(Mandator!)he energy consumption of electric-powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS ri 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 burning pilot lights. 6/21/2018 4:34 PM EnergyGauge®USA -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: Lagner Residence Builder Name: Cole Builders Street: 278 Seminole Road Permit Office: Atlantic Beach Building Dept City,State,Zip: Atlantic Beach, FL,32233 Permit Number: Owner: Jurisdiction: 261100 Design Location: FL,Jacksonville CJ 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 in any dropped ceiling/soffit Ceiling/attic the insulation and anygaps in the air barrier shall be sealed. 9 p 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 spacers. 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 pxtpnd behind piping 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 rover nlatps and walls or ceilinns a. In addition.inspection of log walls shall be in accordance with the provisions of ICC-400. 6/21/2018 4:34 PM EnergyGauge®USA FBC 6th Edition(2017)Compliant Software Page 1 of 1 p U._ Go mP/e 71e/ 1 v Pet P � ve a �. • Com_ Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: 261100 Permit#: Job Information Builder: Cole Builders Community: Lot: NA Address: 278 Seminole Road City: Atlantic Beach State: FL Zip: 32233 Air Leakage Test Results Passing results must meet either the Performance, Prescriptive, or ERI Method O 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 8406-2017(ERI): 7.000 x 60 T 14922 = Method for calculating building volume: CFM(5O) Building Volume ACH(50) ()Retrieved from architectural plans PASS •Code software calculated n 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: 6/21/2018 4:35:56 PM EnergyGauge®USA 6.0.02-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 Job: LaglerResidenceManual S Compliance Report wrightsoft° Date: Jun 21,2018 Entire House By: Air to Air Inc. 11578 Davis Creek Ct,Jacksoruille,132256 Phone:904 282-4279 Fax:904 262-0772 Erna:Josh®airbairirc.com Web:Airco irlre com Project Information For: Cole Builders Cooling Equipment Design Conditions Outdoor design DB: 972`F Sensible gain: 23720 Btuh / Entering coil DB: 77.4°F Outdoor design WB: 80.6°F Latent gain: 5175 Btuh ✓ Entering cal WB: 63.8°F Indoor design DB: 75.0°F Total gain: 28895 Btuh Indoor RH: 50% Estimated airflow: 1100 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer. Carrier Model: CH14NB0360000B0+FB4CNP036L Actual airflow: 1100 dm Sensible capacity: 24262 Btuh 102%of load Latent capacity: 6047 Btuh 117%of load Total capacity: 30309 Btuh 105%of load SHR: 80% Heating Equipment Design Conditions Outdoor design DB: 35.4`F Heat loss: 25282 Btuh Entering coil DB: 69.0T Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer. Carrier Model: CH14NB0360000B0+FB4CNP036L Actual airflow: 1100 dm Output capacity: 28102 Btuh 111%of load Capacity balance: 29 CF Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Bec strip Manufacturer: Model: Actual airflow: 1100 dm Output capacity: 7.1 kW 96%of load Temp.rise: 20 °F Meets all requirements of ACCA Manual S. A - soft 2018-Jun-21165755 wrtght - .. ..... Figtt-Suite® 2018 18.0.19 RSU10246 Pape 1 '� Projedl.np Cak:=M18 Frort Door[aces:E ro ect SummaryJob: LagnerResider= P 4 wrightsoft Date: Jun 21,2018 Entire House By: Air to Air Inc. 11578 Davis Creek Ct Jacksomille,1 32256 Phone:904 262-4279 Fax:904282-0772 Email:JO @airaicirtoom Web:AbioAiiroom Pro'ect Information For: Cole Builders Notes: 278 Seminole Road Atlantic Beach,FL 32233 Desi•n Information Weather: Jacksonville/Craig,FL,US Winter Design Conditions Summer Design Conditions Outside db 35 °F Outside db 97 °F Inside db 70 °F Inside db 75 `F Design TD 35 °F Design TD 22 `F Daily range M Relative humidity 50 % Moisture difference 67 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 19528 Btuh Structure 15618 Btuh Ducts 5754 Btuh Ducts 8102 Btuh Central vent(0 dm) 0 Btuh Central vent(0 clrrr) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 25282 Btuh Use manufacturer's data y Rate/swingmultiplier 1.00 Infiltration Equipmensensible load C27ZT,Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3059 Btuh Ducts 2115 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft2) 1658 1658 Equipment latent load dlig,Btuh Volume(ft3) 14922 14922 Air changes/hour 0.38 020 Equ- ment Total Load Sen+fat) 885 Btuh Equiv.AVF(dm) 95 50 Req.to capaa at 0. Fri 2.8 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER Trade CARRIER Model CH14NB0360000B0 Cond CH14NB0360000B0 AHRI ref 9162429 Coil FB4CNP036L AHRI ref 9162429 Efficiency 8.2 HSPF Efficiency 11.5 EER,14 SEER Heating input Sensible cooling 23100 Btuh Heating output 33800 Btuh @ 47°F Latent cooling 9900 Btuh Temperature rise 28 °F Total cooling 33000 Btuh Actual airflow 1100 cfm Actual airflow 1100 cfm Air flow factor 0.044 cfm/Btuh Air flow factor 0.046 dm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.82 Capacity balance point=29°F Back Input=p7 kW, Output=24182 Btuh,100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft 20184n-21 16:5755 ^...' Right-Sate®Uriversal 2018 18.0.19 RSU10246 Page 1 .-.� Prgedl np Oslo.MJ8 Frort Door laces:E 4 wrightsoft Right-J® Worksheet Jam: Lagrter Residence Entire House Date: Jut 21,2018 By: Air to Air Inc. 11578 Davis Creek CtJad¢onAlle,132256Phone:904262-4279 Fax:904262-0772 Email:Josbairtoarrim.cornWeb:AirtoAirInc.com 1 Room name Entre House Mein 2 Eposed wall 199.0 ft 199.0 ft 3 Room height 9.0 ft 9.0 It heat/cool 4 Room dimensions 1658.0 x 1.0 ft 5 Room area 1658.0 18 1658.0 11= Ty Construction U-value Or HTM Area (18) Load Area (18) Load number (BMW-9=) (Btuh1#) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross NiP/S Heat Cool Goss N.P,S Heat Cod 6 Vy 12C-Os+v 0.091 n 3.15 2.75 470 377 1187 1036 470 377 1187 1036 I� 3A-2ov 0.330 n 11.42 11.68 93 0 1062 1087 93 0 1062 1087 W 12C-Osw 0.091 e 3.15 275 270 270 850 742 270 270 850 742 Lia 3A-2ov 0.330 e 0.00 0.00 0 0 0 0 0 0 0 0 11 12C-Osw 0.091 s 3.15 2.75 240 200 630 550 240 200 630 550 3A-2ov 0.330 s 11.42 21.68 20 40 228 434 20 20 228 434 11D0 0390 s 13.49 13.73 20 20 270 275 20 20 270 275 Vrl 12C-09N 0.091 w 3.15 2.75 540 525 1653 1443 540 525 1653 1443 I__ 3A-2ov 0.330 w 11.42 37.47 15 0 171 562 15 0 171 562 R 12C-OsN 0.091 - 3.15 1.85 328 308 970 569 328 308 970 569 D 11D0 0.390 n 13.49 13.73 20 20 270 275 20 20 270 275 C 166-30ad 0.032 - 1.11 1.88 1658 1658 1836 3114 1658 1658 1836 3114 F 22A-ipl 0.989 - 34.22 0.00 1658 199 6810 0 1658 199 6810 0 6 c)AED excursion 0 0 Envelope lossrgain 15936 10085 15936 10085 12 a) Infiltration 3591 1213 3591 1213 b) Room ventilation 0 0 0 0 13 Internal gains. Ocapants@ 230 4 920 4 920 Appliances/other 3400 3400 Subbtal(lines 6to 13) 19528 15618 19528 15618 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 19528 15618 19528 15618 15 Dud loads 29% 52% 5754 8102 29% 52% 5754 8102 Total room load 25282 23720 25282 23720 Air required(dm) 1100 1100 1100 1100 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ALF wr10hts4:ytt 2018-Jut21 16:5755 Right-Snite8 Uriversal 2018 18.0.19 RSU10246 Page 1 Prajedi np Calc=M18 Front Door faces:E Building• Analysis Job: Lagner Residence 4 wrightsoft Date: Jtai 21,2018 Entire House By: Air to Air Inc. 11578 Davis Creek C1,Jackson,ille,I32256Phone:904262-4279 Fax:904262-0772 Erna7:Josh@airbairirc.comWeb:AitoAincr.com Pro'ect Information For. Cole Builders Desi•n Conditions Location: Indoor: Heating Cooling Jacksonville/Craig,FL,US Indoor temperature(°F) 70 75 Elevation: 43 ft Design TD(°F) 35 22 Latitude: 30°N Relative humictity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 8.4 66.9 Dry bulb(°F) 35 97 Infiltration: Daily range `F) - 17 ( M ) Method Simplified Wet bulb(°F) - 81 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 0 Heatin• Component Btuh/fte Btuh %of load Walls 3.1 5290 20.9 W Dr,ds Glazing 11.4 1462 5.8 Doors 13.5 540 2.1 Ceilings 1.1 1836 7.3 Glazing__ 4.1 6810 26.9 Infiltration 2.4 3591 14.2 Doors Duds 5754 22.8 Irritation Piping 0 0 Ceilings Humidification 0 0 Ventilation 0 0 Floors Adjustments 0 Total 25282 100.0 Coolin• Component Btuh/ft2 Btuh %of load Walls 2.6 4339 18.3 Glazing 16.3 2082 8.8 Walls Internal Gains Doors 13.7 549 2.3 Ceilings 1.9 3114 13.1 Floors 0 0 0 Glazing Infiltration 0.8 1213 5.1 Duds 8102 34.2 Ventilation 0 0 Doors Internal gains 4320 18.2 Blower 0 0 Ceilings Ducts Adjustments 0 Total 23720 100.0 Infiltration Latent Cooling Load=5175 Btuh Overall U-value=0.089 Btuh/ft2-°F Data entries checked. __ wrightsoft- 2018-Ju}21165755 ! � Fight-SriteThUriversal 201818.0.19 FISU10246 Page 1 4R.C�P� Proied1.np Calc=ivU8 Front Door faces:E T—V NVId NODI! 9011011 10931 341111ILY 119 MOMS 923 0091197 1 61120 BIBal 43XNnN W0' NM'AO NMYXO ,0-,49,9/r 41.13 6pr-Ill(1m) 90026 Y010211 VIOM'NDI .O-1 a..Y/I 3-1v?9 m('61 WB Trd X1 1 S009.4 a-.• I SN�Qllf10 31UJ w 4/OX 11291111.101 rt ..-.IN rr a Mai a,6rm 8uoheiQ ao srNI30 0 a ALM7SOW l0/ - 'I3.L u 1117,1 M, avr6 Waal x rani uI uMOgs SOZ[S)OfQ 1 ... li eau,.' , a 7111 vaaMlBrl • �L//i s.Yd30l�oL SWAM L. —ter £ 1Y 0,/13031 3941003 321df10S AIZ' oRB1Sill e2• • SSO'I uO33Ou3 r1 t-.r ,-44 a-, rl ; 1 nc0N' u�07X31141r241Y spiepae7SIHS1d1xlpaz!SlanQ ,11 :/1:411 Z 4 z IVO WSW ROM 190100 N&MI TV 1X1 10.1011•91 31 IWO Sart TV 9 - I! 46A Z i r4 • pq IB y��rr qqAG ppp■9, AX1aa/1 71]CM7 MOOS 6d,ss 991201 sal 04 ITU)wools Fr41" 11 P1,Ip Ylr1 l�l 5rrS7tl0a02011113w Till ONO Mani AWNONNI 70,0/17/WiWll YY S '203••7107 WNL 4090 r/L t 'y-J I-J N 61x:11111441'11;41;114 yy■ O711rN7N 1•nas ww NPLAY N A7tlai aw 36 TM.9N7wN31'V 4 a 4 C-7 ±1% IZ 1161"2"11 • ♦4 P A g P C®g� laelMJ/ 31 1 I A I _�� r' — �j� l F�IAAJJQ OY Ja'1 TVA cPm(OY NIA it Ilial 1X0�YTL YAl11 MV'MOM r 111 1 ��•I"B� FI G a.X10itYl L pog ■ z ■ p ppp i NMN WOO ea*NAM 1044 s 39 1117 Wnarra 1#7.1 yarn NIIMN 7 A L_S war nty; � �1A �a)s 111111 Asan Y0-NXX 01 ROJO TMs lair 097•'4/131 TVI ; LLLTT_T''TT — N, I�� III !999 B 14 j11i1�■4;B�1 F[E Fall 1H'1109 01•410913991 On%4 _0-4 �•�����m i# •, n/9�$j SAW a 0 W M*•94 904 Y YMI MIL 204192471 Tr l 1 -�'L ; AW01122.04 XO 40 AL'A'Y,9112449709.190 SW P 1127109100441 { W� I 41 . y, 1I 0 fit "A rt 'vilibalA I rw jL 440 , 4 6 � it 1.4� { .2.70 Mau 22122"TMi 0•1191121 ON FM a0Y0101r TY`00000 y r- 1 yG• D 10 0a POMP 5 WA A1r1091 15 MN as 2241171 w/1211011121971341(4 F//I 1 r 94 i k 1� 01 la*591130 OX Saar 9.100,90 TX MDA Sal 1VYMYONJ/50116 w(r r■ Pl. ) _O C 7 r� a,, -1' tlEI t�$ n C7 ro17911ua7 •11 X1111 _• YIi V� • 1 I il v I F 8 >m MII 10,00 w 01 407340.031 w 31'Ma Mal 3094 02 MOM 1 wM/ / o NO WW2 YaN/Yw WY PLL t 1X61IONa 1912211170171 Oa Than(L „iiii { �- Z.--- p1A 01 ' ill , T NN 1 1 Z n f as 4X1707 1 I !� ••�� ..11r s�y a 'TIMI w W�31 Ol 110®1 r 111.1 0w/1271 1010 040 as NMI(1 1 ' L ■ 11.2711 FS29 O Oz,1 q 1maP 1.11.04 w k 0 w '`e• 611 �� Irr aY` 0 49 IX silia11V31 arms awl kW 41407 OW wales 402 WV 1044 r10 44.1 a-A Z roc fT— s41111'NJMw iwOU 04 lalaraa3W 35laalle?w A TMi 1 19911179/9911 ''i _ 4 T — �_ • -- - ♦ - l 'g 2 w 190 AWA AMI OM 19•04 412 9416 MVP 31/00 30 01 w2w1(1 �_A wan -I z o 311144•/0900 w a I '•r rr `♦♦ f8 m•1- 14110019.101 w a 402 WV NU 447 LW Y IMO NOINWQY X7 WV*i1a(I �9 a — wN w M Z1 7, 9017 1101 AW 402 rJ1e0/9131 WWA'a01YlOIV7•311 OI fQYI'a1P0 401 ♦♦T---A A! •1, �FOn 00 1D➢Is'10'QO/Y Sart 9111430'9aWM•0523'05 412P111M6 W Wi WILL ClI yw 10,20/•5511 w AO emu 3u T11a 0915159 tau Y7/Oa A=h 1 1 n { ' len „ n I<a17C 1'i110•M w dl 4170a11r31 w 31 TMS(05471 Li J mama awl)an 700 01x1•Ian w a OM Igi'A MA 7:•1097(9 2111154 15911341 1 u' B a OMAN 12020 41/91/114 M017Y w 41N tarlM77w N PW0 44 OAIa d h_••r1 -•L - 6 GI +47407'1 a1�Y { 1110-Mail/Mafia wane=M 09•••89 31 TN&as MIAOW I -- r •:.:.1•i- 0101.1011M 040.11. 10,33/139 1x44 O2b51 Mamas w a/101104 Y Ala w 0 AMU 40 as N 571446 ' ♦ _'• mAM 00.1110 91361.431i 0,10140 402•101709109/10 Oa•710/X127 w Lam WNW 7'04(8110 w • e ,4535 1 r . .015/136 49 109 14.020 1990 D 16112117.14 w Ow 01•1111 54:0111,71044 WAWA ♦ _-+— • — . - 0 2/1015 Y 39 01 01/24112 4150 Neal YIDal il10W 0111141111410 M g4,-.,.. 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SIDE \ I \ 2) KING STLD EA SIDE (2) KING STIR EA SIDE \ G.f�t. � ; 2668 DKr. DR SLOPED ro ----- ----10,_0„----------- 3'-6° _._ 6'-10„ 24'-6„ 6'-2' V„ PRE-FAPWOOD - - o EWL - - - 1 i�IJRNIN6 FIREPLACE I I Ln W v Ln & 20TEMR I w m, SEE I sz DR EAT BOOM VAu TED TO lo, -o„ HA -FM. AT[l ° WAL W/ 15 EATING I O II LEP6E I 1 w PKT. DR. 1 ----- --- SLD TO - ---- I oU ®1® Ia-d t o oColl 0101 I I WI G F ,... of 1 1 12'-4„ f5EPROOM g 00 00 Oi F • HDR (2) 2x8 WIDTH- "` (1) JACK STIP EA. SIDE — (2) KING STIP EA SIDEcc 4068 131 -FOLD 56 ROD &SHELF N • 2'- 6'- 0" 5' 8" I 1 cn 1 HDR (2) 2 x8 WIDTH (1) JAGi\ STIP EA. SIDE (2) KINE STLD EA. SIVE 4050 5H �F,F::2'--4', 4'-10" 7'-2" A-7 -..-..-.._. _..-..-..-..-.. 4X4 PT WOOD PO -ST 6" WRAPPED W/ H I -BOARD & (2) 2x12 APNE, TYP. ff� 61-11.8' 3' 5 SHELVES ROD & SHELF 5'-0" 0 K I TG�t N I G.f-t. 10'- " 7'-0., I I REF_ 0 N I I I • C-10" I RGD & 5f IE1P -I � I HVAC 0 00 5068 �I-FOLD �}" GlJRi3 - • HDR (2) 2x8 3068 SC 22"x4(o" V— %I WIDTH ATTIG AGG(�5� / I (I) aAGK STIP EA SIDE \/ I (2) KING STLD EA SIDE I /\ I • STOOP 20'-0" OARAOE G.N. 8,-0" 1/v'x7' OVERHEAR GARAGE DOOR I4"x 1/34 LVL. AN. (3) JACK STUDS (3) KING STUDS 4'-0" J-4" 8'-6" 2'-0" 16'-0" 2'-0" 20'-0" 46'-10" FLOOR PLAN �o Ln 0 G`NERAL NOTES I.) 1 HI5 PLAN 15 TO PROVIDE GENERAL DESIGN DATA ONLY, AND TO �E A 6C1)R(E OF INfoRMATION FOR ESTIMATING, PLANNING AND THE PRODUCTION OF OTHER TE(HNI(.4L INPUT �Y THf. STRUCTURAL ENGINEER NEEPEP), THE CONTRACTOR AND SU�(ONTRA(TORS AND MATERIALS SUPPLIES. IN ANP OF ITSELF IT 15 ONLY A PORTION OF THE INFORMATION REZUIRED FOR PEf',MITTING AND SHALL �E ACCOMPANIED f3Y ENGINEERING NEEPEP)/ TECHNICAL DATA PR(R60 �Y OTHERS IN ACCORDANCE WITH THE FLORIDA NIL.DING (OPE WIT 2.) o�OMPLIAN(E WITH SECTION 00 OF THE FLORIDA NILPING (OPE 2017 (WIND ENGINEERING IF NEEDED) SHALL �E THE RESPONSIBILITY OF THE STRUCTURAL ENGINEER. 3.) ROOF AND/OR TRUSS ENGINEERING 5HALL �E PROVIDER �Y THE TRUSS SUPPLIER. THE TRUSS SUPPLIER SHALL PREPARE ENGINEERED DRAWINGS INDICATING TRU55 PLACEMENT, GIRDER LOCATIONS, TRUSS TO TREYS CONNE( TIONS, BARING REgUIREMENTS AND ANY POINT LOADS. 4.) SITE ANALYSIS OR PREPARATION 15 NOT A PART OF THIS PLAN AND 15 THE RESPONSINLITY OF THE OWNER/ CONTRA( TOR. 5.) WINDOWS TO �E DOU�L.E GLAZED. SIZES ARE NOMINAL AND MAY VARY WITH THE MANUFACTURER. IT SHALL �E THE CONTRACTORS RESPONSIBILITY TO PROVIDE MANUFACTURE'S DATA FOR POOR5 AND WINDOWS THAT COMPLY WITH WIND PRESSURE REgUIREMENTS SET �Y THF STRUCTURAL ENGINEER. G) ,IVAG UNIT ANP DUCT DESIGN, AND MANUAL J REPORT TO %E PROVIDED �Y THE HVA( (OI ITRA(TOR. 7.) ;A�INET AND MILLWORK DETAIL IS NOT PART OF THIS PLAN. THE PLAN IS A GENERAL RESIGN AND THESE RETAILS SHALL �E THE RESPONSIBILITY OF THE OWNER AND/ OR CONTRA(,TOR. 8.) THE NILPER/ CONTRACTOR MU5T VERIFY ALL DIMENSIONS, SIZES AND DETAILS PRIOR TO (OPJSTRU(TION. THE DESIGNER DOES NOT ASSUME LIABILITY FOR ANY ERRORS ANP OR OM 5510NS, ALL GOVERNING COPES ANP REGULATIONS SHALL SUPERSEDE THESE DRAWINGS 1, FOOTING DESIGN IS BASED ON MIN. 501L BARING CAPACITY OF 2000 PSF @ 957. DENSITY, 2. ALL CONCRETE SHALL HAVE A MIN. F'c = 4000 PSI @ 25 DAYS 3. WELPEP WIRE FA�RI( TO ASTM A-185- 4. ALL REINFORCING STEEL SHC -- LONFORM TO ASTM - M5, GRADE 40. 5. MINIMUN DOVER FOR REINFORCING SHALL �[ 3" FOR FOOTINGS, AND CENTER IN SLAS. G. REINFORCING BAR SPLICES FOR #5 BAR SHALL �E 30 MIN. AND HOOKS SHALL MEET AGI STANDARDS. T ALL REINFORCING SHALL f3E HELD SE(URLEY IN POSITION WITH STANDARD ACCESSORIES DUPING PLACING OF CONCRETE. 8. '10LLOW CONCRETE MA50NARY �LO(KS ((/.M.U.) SHALL HAVE ULIMATE COMPRESSIVE STf '.ENTGH (f'm) NOT LESS THAN 1350 PSI (A6TM-(-90 STANDARD CONCRETE MA50NARY UNI -.:I 9. AI...L WOOF SHALL �E Fb=1150 PSI MIN. ALL WOOF IN CONTACT WITH CONCRETE SHALL �E SSURE TREATED (P.T.) THREADED ROP SYSTEM, WALL SECTION -7 A-7 FOR SPACING AND LOCATION TYPICAL 7�RE FOOTAGE LEGEND LIVING AREA 1/58 GARAGE 433 COVERED ENTRY' 113 COVERED PORCH 103 TOTAL UNDER ROOF 2307 OFFICE COPY REVISION BP# Qt- /J1 UA I L--/ $ SIGNED n Q CD C/-) REVISED: 9/13/18 REVISED: REVISED: REVISED: PERMIT ISSUE. E U 1-- o C� w U � � z � W O CD z z Q o U O a) W Z � N � LL - W U r� OULL- B U C w �CD zoo CD C/� w o OCD Q>� U LLJ z z 0 CD i W U O N z z ck� �L o F--- Qf o w zQ Jz�w� cn �zw� QO oQ UQ �O(DCw -Jzofc./)cf)w O w m of mOw Cww�I'lf z�n ��� �C) :Z L�=U�(% � O O O O cc/)cl- =�wz�� O w w ��CC/) wOU��Q� __j ME c Q w mQ < p, �cn��m�w O►-¢-�w m��-��P :j LLjU C) C¢ 5 U l O Q 0® Q Z ��Z� z JUocnOZ z�ozw�o O,i;Oc¢ QIiIiQ��Lz UN_L. (n0 �cn�0� >- LwJw>-z C):f W cn U F— = Z — WCnZOfZ LCI!] m ozOc�oo ����F-mz m�o�Q ��LL- (D w O a_ a_ O U CD w w m CD cnLL-j V) = cn F-oF-w� �� �a- -:�L J CD u�O—� O CIIA = ctf O 00 I CD Mi -t- Li N N O LO m x cn r -- C) O N M o O oQ0 C/-) M CLc� +&9= - LE BUILDERS P.O. BOX 16300 FERNANDINA, FLORIDA 32035 (904) 838-4065 SCALE: 1/4"=V-0" DRAWN BY: MTH JOB NUMBER: 127918 CHRIS & JENN LAGNER 278 SEMINOLE RD. ATLANTIC BEACH, FLORIDA FLOOR PLAN A- 1 SPRAY FOAM 1/2 )) GYP. BD. CEILING W/MIN. INSUL. ABOVE DOUBLE 2x4 No.2 SYP TOP - PLATE. FASTEN W/(2) ROWS 10d 16" O.C. STAGGERED. MIN. 24" LAP W/(12) 10d IN LAP. TOP PLATE TO STUD WITH Sf16 W/(6) 10d @ 32" ANCHOF�ING- 1/2" DIA. RODS @ CORNERS, OPENINGS & MAX " SP. ON STRAIGHT SIDE 6" EMBEDMENT EPDXY IN W/ SIMPSON SET OR -- R-13 WALL INSULATION 4" CONC. SLAB W/ 6x6 10/10 W.W.F. OR FIBERMESH CONC. 6 MIL. VAPOR BARRIER PERIMETER WALL FTG. W/2-#5 CONT. ISULATION UNDER ROOF DECK FIBERGLASS SHINGLES ON PEEL & STICK OVER 5/8 )) OSB ROOF DECK. NAIL 4" O.C. EDGES, 8" O.C. FIELD WITH 8a COMMONS. ENG. WD. TRUSSES �J 00 0 • 1• 1,-0), SECTION TH A-7)SCALE: NOT TC 16" TYP . SIMPSON H2.5 1/2 N U T`�// 3"x 3" x 3/8" WASHER GALV. DRIP OVER P.T. 1x2 1x8 ALUMINUM FASCIA P.T. 2x6 SUB FASCIA VINYL SOFFIT 3/8 d ALL THREAD 48 O.C. 7/16 )) ZIP WALL PANELS 2:x4 SYP STUDS @ 16" O.C. 8c EXTERIOR COVERING. WALL NAIL SC H . 4" E D G E, !8" FI ELD STANDARD COUPLER 2x4 No.2 SYP P.T. PLATE �IV/ 3/8" ALL THREAD @ 48" 0.C. W/2" SQ. x 1/8 )) WASHER�� OR FAS3 W/(6)10d AT 24 O.C. WEAT HERSEAL DRILL 5/8" HOLE 4 1/2" MIN DEPTH, CLEAN REMOVE DUST, FILL, i /2 - 3/4 z FULL W/ HIGH STRENGTH EPDXY, INSERT ANCHOR AS PER MANUF. REQUIREMENTS FIN. GRADE U EXTERIOR WALL SCALE SEE HE 4x4 P1 4" Col' 6x6 1C OR FIB 6 MIL. PERIME W/2-#5 CONT. r-1 n r- n n i A C- rl r- I I I A I /'-1 I r-- fl /,\ K I ^ r r I VC. S T I C K �I L SECTION THRU PORCHES SCALE: N OT TO SCALE SEE TRUSS DRAWINGS & ATTACHED SCHEDULE GALV. DRIP OVER P.T. 1x2 1X8 ALUMINUM FASCIA P.T. 2x6 SUB FASCIA VINYL SOFFIT FIN. 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BOX 16300 FERNANDINA, FLORIDA 32035 (904) 838-4065 SCALE: 1/4"=V-0" DRAWN BY: MTH JOB NUMBER: 127918 CHRIS & JENN LAGNER 278 SEMINOLE RD. ATLANTIC BEACH, FLORIDA WALL SECTIONS A-7 0 0 N Q 0 = O 00 F— J cD N CD Ln M x C) rl- 0 Q:� N Z mo^ oQ o o [a- V) ,COLE BUILDERS P.O. BOX 16300 FERNANDINA, FLORIDA 32035 (904) 838-4065 SCALE: 1/4"=V-0" DRAWN BY: MTH JOB NUMBER: 127918 CHRIS & JENN LAGNER 278 SEMINOLE RD. ATLANTIC BEACH, FLORIDA WALL SECTIONS A-7 f A ii 7v 1' � c `iii — - � -.D U _D CODE SUMMARY • FLORIDA BUILDING CODE (2017) • FLORIDA RESIDENTIAL CODE (2017) • FLORIDA PLUMBING CODE (2017) • FLORIDA MECHANICAL CODE (2017) • NATIONAL ELECTRIC CODE (2014) NFPA 70 SQUARE FOOTAGE tN�� • CONDITIONED SPACE • UNCONDITIONED SPACE • UNENCLOSED SPACE VOLUME HLATING AND • VO I ,UME (FT3) STPliCTiiPL HEIGHT AN • MAXIMUM HEIGHT OF THE STRUCTURE: • NUMBER OF STORIES: TAPE of CONSTRUCTtO • GROUP R RESIDENTIAL • TYPE V • UNPROTECTED • UNSPRINKLED MATERIAL 114FORMATIOV 1658 S. F. 433 S. F. 21(> S.F. OOLING 13,264 # OF S T 0 HIE S ,y 1 ROOFING (MATERIAL SHALL MEET THE THE RE UIREMENTS OF CHAPTER 15, OF THE 2017 FLORIDA BUILDING CODE AND THE 2017 FLORIDA RESIDENTIAL CODE CHAPTER 9 WIND ZONE INFOFZMATIO (UNLESS SPECIFIED BY THE ENGINEER OF RECORD NOTE: THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH, AND MEETS THE REQUIREMENTS OF ECTION 1600 OF THE 2017 EDITION OF THE FLORIDA BUILDING CODE. THIS BUILDING IS NOT LOCATED IN THE WIND BORNE DEBRIS REGION • BASIC WIND SPEED (M.P.H. — 3—SECOND UST) 120 M. P. H. • WIND IMPORTANCE FACTOR: 1 • WIND EXPOSURE CATEGORY: C • BUILDING CATEGORY: ENCLOSED • INTERNAL PRESSURE COEFFICIENT: ±.18 PRANH Y ML6 CU�5TOM HOU�5E PLAr\6 l(� J PLAN INDE-T s DWG. N0. 'TITLE AO SITE PLAN SIZE Al FLOOR PLAN i A2 FOUNDATION PLAN A3 A4A PLUMBING PLAN EXTERIOR ELEVATIONS A4B EXTERIOR ELEVATIONS A5 ROOF PLAN FIXTURE PLAN 21.8 A6 A7 WALL SECTIONS A8 FRAMING DETAILS - 27. F' A9 FLASHING S HE F�J T C: i l'in 110 c-,11)and111Z) t w Vie' ch Middleburg r x * INDICATES PROJECT LOCATION COMPONENT & CLADDING (P.S.F.) SIZE END ZONE (5) INTERIOR ZONE (4) (S. F.) POS. + NEG. - POS. + NEG. - 0- 20 21.8 -29.1 21.8 -23.6 20- 50 20.8 - 27. F' 20.8 -22.6 L50-100 ' 'c�ORIaP • \� 19.5 - 24.6 19.5 -21.-3 >100 18.5 -22.8 18.5 -20.4 C: i l'in 110 c-,11)and111Z) t w Vie' ch Middleburg r x * INDICATES PROJECT LOCATION COVER SHEET �1�,LIANj � '%; Q \• \,\GENS 46 kT�TE OF �� ' 'c�ORIaP • \� ( 'ONAL E�G \ U-) REVISED: REVISED: REVISED: REVISED: PERMIT ISSUE: o U w U � � z E L� > @� a L -L] U zo CD LL_ C� Q O Z 0 � J U C� C]::� W z U CD z W CDLO U) (-D c- o CD CIL, z Q z O (-D _ W U O Q N z z J o wo 0 Z Q U > �z LL w L,�z o z L� Qco�oQjQzQoow cn 0-1 O a_ F__ Li -_� W - ~ m U W (w W w_>_ Q Z U-) (n � C� J W > WO J Z = Li Z U C/7 ~I,LLJ cnLL w Q ��czn�ww wov�F~- � J QLLJ W � U�Q�w �U)ww�w J W � ::D~ t - v o~ a w U o z o m Q oz Q cn czn z C/ o LLJ 0 C/)�O ��z0 J = Z W- J O L LJ W F- QLL_ "':� owo�)Q z UNW�= USU-)w \� CL O U-) — ma c J L w w cr) cD = z — wU� z�cr>O=Qo ozcDo0 �wz �a z —'Oce-) �= Q��w �Q mwoo�oc�C)o�� w�w�(-D c/')LLJ n� LLJQ: � �o WU'� U CD Q � CD Z � U P.O. BOX 444 SANDERSON, FLORIDA 32040 (904) 275-2268 DRAWN BY: M TH DATE: 6/12/18 JOB NUMBER:127918 CHRIS & JENN LAGNER 278 SEMINOLE RD. ATLANTIC BEACH, FLORIDA COVER SHEET LOT 458 I I f i i LOT '1470j i - i I i i LOT 457 N 22039' ) ^ 99 0'9' SILK FENOINO AROUND PERIMETER OF i LOT LOT i 1 469 0 0 0 25.00' (DEED) m I\ Q0 In Q0 z LOT 456 75.00' (DEED) E 74.91' (MEASURED) �0.5' SILK l!'ENONO LOT 468 AR6 Ill D PERIMETER OF j LOT I j \-- - - - - -- � I I I I z l l I � ----- \ �------------- O WILDINO II W FOOTPRINT G i I I i < I I--------- --- 7'- 6 7'-sI I I I I LZ 0 `1 OO REF. I 7._6Lu ,. Z I I i'.F► FS o I bV 7P PUMPS�D i I I I I I I Q. L -J I POTRA-I SILK FENblkle o F L--- rh TOILET 1 AROUND ! 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W cf ) No. �\ ` 0 STATE OF �41i , CORIDP.•' 'Sz s> z C 7 ZONAL Cf) `t\N\!\\\ REVISED: REVISED: REVISED: REVISED: PERMIT ISSUE: F- (� o C� ,z U 0 z E W O 0 zQo Q) o W — LL- oz� oo� U C/-' mo o . z 1 Ln V) CD cry w o O�� Q>� �U w z�- z 'oma Q (-D I c� W U O � N � z of LL - � O � Z Q U > J O w Q U Q O O w Q v~ p o> J z N� w C) ��wmcn-� � ~ m O w� w g w�_ zLli_ cn m m CD >pJZ= L��U�LCJ f- O O O LO c~naww F=o,Oz J� � p o z� F w L Q w �� C/) U LLJ w p (_) L j < J g P- Q w IrQQJ� �V)0: www O J 2i H- Q O Q a- F- U 6 Qpm Q w= Q Z Cn z Cn U c/1) p Z z�w�J Z�O��fL)i QLL- OU'o�'Q L�Q� z \V)cr- CD >- LLLJC/) Z�C/)O=Q� 9C p0 wZNI- Z —pZcr) F- QwpLSw �Q m=wp�J p��u)�O O U Z CD LLJ�w�� (n Cwcn��CnCn = — =fzw =_ �f==w F- M F-- w � f- F- ~ �i P C) :2Ei LLJ oc�z �o M Q U jA Vl =o� 00 F- LL. N N } O Ln m x cn r— O a� N Z M p ^ oQo C) IZ C/ OI.E ,BUILDERS U�. _yy P.O. BOX 16300 FERNANDINA, FLORIDA 32035 (904) 838-4065 SCALE: 1/4"=l' -O" DRAWN BY: MTH JOB NUMBER: 127918 CHRIS & JENN LAGNER 278 SEMINOLE RD. ATLANTIC BEACH, FLORIDA SITE PLAN K. 0 I 1 09 0 I M U) 1 A-7 46'-10" 18'-0" 12'-4" 16'-6" 4'-3" 9'-6" 4'-3" 6'-4" 6'-0" 2'-4" 11'-10" 2'-4" I 04 PT WOOD P05T III WRAPPED W/ HARPI-WARP GOV EREP PO 6H & (2) 2 x 12 HEADERS AME, rYP. 2 .. A-7 \ o (2) 2665 56 rREW 3050 5H 3050 SH DOORS SLG TO \ \ I ffOYER \ \ SLOPED TO I Id -d 24'-6" Q0 5'-10" 36'" PRE -FAQ WOOD o ftFNIN6 FIREPLACE I wmE. , SE OMIER 1 I GREAT ROOM I 1 VAULTED TO 1O' -d' 4211 HALF WALL W/ 15' EATING LEDGE 0 J------- SLOB TO ----- = I o Lu `" F \ 3050 SH 3f050 6H / TO I Id -d' I MATER EPRO _ I� VAULTED TO 16;-0 2668 PKT. PR. 3'-6" REF_--- J 22,x46° f�- —7 ATT IO AC(A5� I 6'-2" 511 c9 W & 20 . DR. >� O - A — N oo M 2668 PKr. DR. USI I W 6'-10" I W/H o� 5065 -F p 7'-8" A"' Cl�R6 20'-0" OARAOE 6.11. 8,-0„ I I,xT OVERHEAD GARAGE 14% 1/34 LVL. AN. 2'-0" 16'-0" 2'-0" 4'-0" 14'-4" 8'-6" 20'-0" 46'-10" LOOPS PLAN SALE:114"=I,_p„ 36"x48„ CONCRETE STOOP 0 I Q0 GENERAL MOTES 1.) THIS PLAN 15 TO PROVIDE GENERAL RESIGN DATA ONLY, AND TO �E A 50URCE OF INFORMATION FOR ESTIMATING, PLANNING AND THE PRODUCTION OF OTHER TECHNICAL INPUT �Y THE STRUCTURAL ENGINEER NEEDED), THE CONTRACTOR ANP SUBCONTRACTORS AND MATERIALS SUPPLIES. IN AND OF ITSELF IT IS ONLY A PORTION OF THE INFORMATION REgUIREP FOR PERMITTING ANP SHALL BE ACCOMPANIED BY ENGINEERING NEEDED)/ TECHNICAL DATA PRODUCER BY OTHERS IN ACCORDANCE WITH THE FLORIDA BUILDING CODE WIT 2.) COMPLIANCE WITH SECTION 1/00 OF THE FLORIDA BUILDING CODE 2017 (WIND ENGINEERING IF NEEDED) SHALL BE THE RESPONSIBILITY OF THE STRUCTURAL ENGINEER. 3.) ROOF AND/OR TRUSS ENGINEERING SHALL BE PROVIDED BY THE TRUSS SUPPLIER, THE TRUSS SUPPLIER SHALL PREPARE ENGINEERED PRAWING5 INDICATING TRUSS PLACEMENT, GIRDER LOCATIONS, TRUSS TO TREYS (,ONNECTIONS, BEARING RE UIREMENTS AND ANY POINT LOADS. q.) 51TE ANALYSIS OR PREPARATION IS NOT A PART OF TH15 PLAN AND 15 THE RESPONSIBILITY OF THE OWNER/ CONTRA(,TOR. 5.) WINDOWS TO BE ROUBLE GLAZER. SIZES ARE NOMINAL AND MAY VARY WITH THE MANUFACTURER. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PROVIDE MANUFA(/TURE'S DATA FOR DOORS AND WINDOWS THAT COMPLY WITH WIND PRESSURE REgUIREMENTS SET BY THE STRUCTURAL ENGINEER. G.) HVAC UNIT AND DUCT RESIGN, AND MANUAL J REPORT TO BE PROVIDED BY THE HVAC CONTRACTOR. 7.) CABINET AND MILLWORK DETAIL 15 NOT PART OF TH15 PLAN. THE PLAN IS A GENERAL RESIGN AND THESE DETAILS SHALL BE THE RESPONSIBILITY OF THE OWNER AND/ OR (,ONTRA( TOR_ ,A) THE BUILDER/ CONTRACTOR MUST VERIFY ALL DIMENSIONS, SIZES AND RETAILS PRIOR TO ,;ONSTRUCTION. THE DESIGNER DOES NOT ASSUME LIABILITY FOR ANY ERRORS ANP OR dM15510N5, ALL GOVERNING COPES AND REGULATIONS SHALL SUPERSEDE THESE DRAWINGS FOOT INC DESIGN IS BASED ON MIN. SOIL BEARING CAPACITY OF 2000 PSF @ 95% DENSITY 2. ALL CONCRETE SHALL HAVE A MIN. F'c = 4000 PSI @ 28 DAYS VVF'l PEP WIRE FABRIC TO ASTM 4. ALL REINFORCING STEEL SHALL CONFORM TO ASTM — M15, GRADE 40. 5 MINIMUN COVER FOR REINFORCING SHALL BE 3" FOR FOOTINGS, AND CENTER IN SLABS. o REINFORCING BAR SPLICES FOR #5 BAR SHALL BE 3d' MIN. AND HOOKS SHALL MEET ACI �3TANPARP6. -l. ALL REINFORCING SHALL BE HELD SECURLEY IN POSITION WITH STANDARD ACCESSORIES l'URING PLACING OF CONCRETE. 8. HOLLOW CONCRETE MA50NARY BLOCKS ((/.M.U.) SHALL HAVE ULIMATE COMPRESSIVE STRENTGH (f'm) NOT LESS THAN 1350 PSI (A6TM-6,-90 STANDARD CONCRETE MA50NARY UNIT) 9. ALL WOOD SHALL BE Fb=1150 PSI MIN. ALL WOOF IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED (P.T.) SQUARE FOOTAGE LEGEND LIVING AREA V5 GARAGE 433 COVERED ENTRY' 3 Y II COVERER PORCH 103 COMMUNITY DEVELOPMENT TOTAL UNDER ROOF 2307 APPROVED *ILLIAM C •, 5'-8" Q 3'f 10" 3'-600" No OT�7 ST E OF iO��s ' FC OR►OP . �o , I - Gvz SZONAL 00 I '�/1i 1111111,\ cn REVISED: REVISED: REVISED: REVISED: BEDROOM 2 E U o (_D w U � � z � w > D O o U N C)_W Z F= N U W U r� U O -� U cn w CD z Li LN (�C5 (D U-) LL o 0 Z z z w U w z z �o� QCD I U W U O Q O z LLJz cr) O N Z Q U > 5 Sf IELVES U~ O o > z�CnLi au) v) w Of ~ m C D W LUL C/) W w_ J- z_cn ��c5 >Ld pJZ= LL_ cr ZUn:a- ) O O O O OLi Z g� w Q m C=)C� IiJ W Q U co F— X J F Q W JW �ZI—���. C) < —J = c") F -- UoLLJ pQ� C/7UOQ�mQ Z ��ZZ� JUpcwOZ I Ow )u) z U (n N g (= cn C/-) O p�- X— j 4068 131 -FOLD � 2665 56 -� _ I ROD &SHELF C/)W� 2=cn� �o�w= ��I—o � W � Oc�z o� o C� M =D _ Q U j^ Vj00 = O co W N N O L0 m X cn r-- �o m N C) M 0 ^ 0 oQo C) a_�� N ROD & SHELF N FERNANDINA, FLORIDA 32035 (904) 838-4065 Y R DRAWN BY: MTH JOB NUMBER: 127918 CHRIS & JENN LAGNER 278 SEMINOLE RD. ATLANTIC EEACH, FLORIDA FLOOR PLAN A I 2'- 6'-0" 5'-8" 3,110" 5-0" I I 00 00 QI o OC u� (22VEREP ENTR\ GH ,—p„ 4050 5H 4" 4'-10" 7'-2" 4'-3" 4'-3" 0 2 �o - 04 PT WOOD POST 6„ 6" WRAPPED W/ HARDI-BOARD & (2) 2x12 HEADERS AIS, rm. REF_--- J 22,x46° f�- —7 ATT IO AC(A5� I 6'-2" 511 c9 W & 20 . DR. >� O - A — N oo M 2668 PKr. DR. USI I W 6'-10" I W/H o� 5065 -F p 7'-8" A"' Cl�R6 20'-0" OARAOE 6.11. 8,-0„ I I,xT OVERHEAD GARAGE 14% 1/34 LVL. AN. 2'-0" 16'-0" 2'-0" 4'-0" 14'-4" 8'-6" 20'-0" 46'-10" LOOPS PLAN SALE:114"=I,_p„ 36"x48„ CONCRETE STOOP 0 I Q0 GENERAL MOTES 1.) THIS PLAN 15 TO PROVIDE GENERAL RESIGN DATA ONLY, AND TO �E A 50URCE OF INFORMATION FOR ESTIMATING, PLANNING AND THE PRODUCTION OF OTHER TECHNICAL INPUT �Y THE STRUCTURAL ENGINEER NEEDED), THE CONTRACTOR ANP SUBCONTRACTORS AND MATERIALS SUPPLIES. IN AND OF ITSELF IT IS ONLY A PORTION OF THE INFORMATION REgUIREP FOR PERMITTING ANP SHALL BE ACCOMPANIED BY ENGINEERING NEEDED)/ TECHNICAL DATA PRODUCER BY OTHERS IN ACCORDANCE WITH THE FLORIDA BUILDING CODE WIT 2.) COMPLIANCE WITH SECTION 1/00 OF THE FLORIDA BUILDING CODE 2017 (WIND ENGINEERING IF NEEDED) SHALL BE THE RESPONSIBILITY OF THE STRUCTURAL ENGINEER. 3.) ROOF AND/OR TRUSS ENGINEERING SHALL BE PROVIDED BY THE TRUSS SUPPLIER, THE TRUSS SUPPLIER SHALL PREPARE ENGINEERED PRAWING5 INDICATING TRUSS PLACEMENT, GIRDER LOCATIONS, TRUSS TO TREYS (,ONNECTIONS, BEARING RE UIREMENTS AND ANY POINT LOADS. q.) 51TE ANALYSIS OR PREPARATION IS NOT A PART OF TH15 PLAN AND 15 THE RESPONSIBILITY OF THE OWNER/ CONTRA(,TOR. 5.) WINDOWS TO BE ROUBLE GLAZER. SIZES ARE NOMINAL AND MAY VARY WITH THE MANUFACTURER. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PROVIDE MANUFA(/TURE'S DATA FOR DOORS AND WINDOWS THAT COMPLY WITH WIND PRESSURE REgUIREMENTS SET BY THE STRUCTURAL ENGINEER. G.) HVAC UNIT AND DUCT RESIGN, AND MANUAL J REPORT TO BE PROVIDED BY THE HVAC CONTRACTOR. 7.) CABINET AND MILLWORK DETAIL 15 NOT PART OF TH15 PLAN. THE PLAN IS A GENERAL RESIGN AND THESE DETAILS SHALL BE THE RESPONSIBILITY OF THE OWNER AND/ OR (,ONTRA( TOR_ ,A) THE BUILDER/ CONTRACTOR MUST VERIFY ALL DIMENSIONS, SIZES AND RETAILS PRIOR TO ,;ONSTRUCTION. THE DESIGNER DOES NOT ASSUME LIABILITY FOR ANY ERRORS ANP OR dM15510N5, ALL GOVERNING COPES AND REGULATIONS SHALL SUPERSEDE THESE DRAWINGS FOOT INC DESIGN IS BASED ON MIN. SOIL BEARING CAPACITY OF 2000 PSF @ 95% DENSITY 2. ALL CONCRETE SHALL HAVE A MIN. F'c = 4000 PSI @ 28 DAYS VVF'l PEP WIRE FABRIC TO ASTM 4. ALL REINFORCING STEEL SHALL CONFORM TO ASTM — M15, GRADE 40. 5 MINIMUN COVER FOR REINFORCING SHALL BE 3" FOR FOOTINGS, AND CENTER IN SLABS. o REINFORCING BAR SPLICES FOR #5 BAR SHALL BE 3d' MIN. AND HOOKS SHALL MEET ACI �3TANPARP6. -l. ALL REINFORCING SHALL BE HELD SECURLEY IN POSITION WITH STANDARD ACCESSORIES l'URING PLACING OF CONCRETE. 8. HOLLOW CONCRETE MA50NARY BLOCKS ((/.M.U.) SHALL HAVE ULIMATE COMPRESSIVE STRENTGH (f'm) NOT LESS THAN 1350 PSI (A6TM-6,-90 STANDARD CONCRETE MA50NARY UNIT) 9. ALL WOOD SHALL BE Fb=1150 PSI MIN. ALL WOOF IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED (P.T.) SQUARE FOOTAGE LEGEND LIVING AREA V5 GARAGE 433 COVERED ENTRY' 3 Y II COVERER PORCH 103 COMMUNITY DEVELOPMENT TOTAL UNDER ROOF 2307 APPROVED *ILLIAM C •, LICENS Q No OT�7 ST E OF iO��s ' FC OR►OP . Gvz SZONAL '�/1i 1111111,\ cn REVISED: REVISED: REVISED: REVISED: PERMIT ISSUE: E U o (_D w U � � z � w > z o o U N C)_W Z F= N U W U r� U O -� U cn w CD z Li LN (�C5 (D U-) LL o 0 Z z z w U w z z �o� QCD I U W U O Q N z LLJz cr) O N Z Q U > -'o`'_oQ'1'z �oo� Q Q U~ O o > z�CnLi au) v) w Of ~ m C D W LUL C/) W w_ J- z_cn ��c5 >Ld pJZ= LL_ cr ZUn:a- ) O O O O OLi Z g� w Q m C=)C� IiJ W Q U co F— X J F Q W JW �ZI—���. C) < —J = c") F -- UoLLJ pQ� C/7UOQ�mQ Z ��ZZ� JUpcwOZ z w�� zMoz'i C0 QLiL�Qm Ow )u) z U (n N g (= cn C/-) O p�- X— j �Vocn >_=zw>-z L=L wcf) za�cfno ao ozc-Doo�WzF- O_ LD u) F___ QwpQ:�L,_I �Q W�WmCD C/)W� 2=cn� �o�w= ��I—o � W � Oc�z o� o C� M =D _ Q U j^ Vj00 = O co W N N O L0 m X cn r-- �o m N C) M 0 ^ 0 oQo C) a_�� I +_f +SLE BUILDERS I P.O. BOX 16300 FERNANDINA, FLORIDA 32035 (904) 838-4065 SCALE: 1/4"=l'—O" DRAWN BY: MTH JOB NUMBER: 127918 CHRIS & JENN LAGNER 278 SEMINOLE RD. ATLANTIC EEACH, FLORIDA FLOOR PLAN A I 0 T in Ln 0 i 00 0 I 00 17'-6" 46'-10" 12'-10" - - - - - - - - - - - - - I I I I I I 12'"05" (,RVPETE PORCH I I FOOTING WITH (1) #5 I 6ONTINUOl)5 I I I I ol Z I I 6„ ------ ----- --J 1 I I I I 4" 60% FETE DOOR SLAF REINF WITH oX� a/1.4 WELPEP WIRE MESH PLACED ON GH IRS AT I I/Z" DEPTH OR FIFER MESH CONCRETE, 6 MIL MLY VAPOR FARRIER WITH 6" LAPS 5E1FD WITH P6LY TAPE OVER TERMITE TRI=ATEP AND 6, MPAGTED FILL. FOR STRGTURAL GONGERNS, �EARIN& WALLS AND OREP, RELATED DETAILS 5EE 5TRUGTURAL ENOINEERIN6 I 12'" x 2G" DP. MONG7_ITHIG GONG I II FTO. W/ (2) #5 ROD5 DONT. AND GONG6RIGK LEDGE If REQUIRED I 4," DEEP REGGE55ED I SHOWER I I N I � 3'-2" 6'-10" I 16'WxIV'P INTERIOR ff-ARINC6 1`001"IN& 4" STEP W/ (2) #5GU5 1 GONTINU I _ ---------------� IV' x 2d' DP. MaZLITHIG GONG. J i — — — — — — — — — — — — i' FTC . W/ (2) #5 RODS DONT. AND 6" I GONG. BRICK LEDGE IF REQUIRED F- - - - -� 4„ GURU I I I I I I I I i I f— —f--� I I I I I I I I 1 °°L C14 1 I I I I 1 1 I I I I 4'-0" I 14'-4" 8'-10" I I 5'-6" 14'-2" I I 2 I I I I 3 I I I I _ I I L---------------- "' I 12'"WxIS"P OARAC�E DOOR POCKET (1) 1 Ll"ONP NUOUS W/ STEM WALL I AM STEEL AND (2) #5CONCRETE PORCH I U5 IN BOTTOMFOOTIN(v WITH (1) #5GONTINUOU5 ------ - - - - - - - - - - - - J 3'-6" 15'-4" 2'-0" 8'-0" 46'-10" rvIJN!=rl ;h1 FLAN_ GALE. /4„_ _61„ 16'-0" 20'-0" 2'-0" m I cV M ih 4" DEEP GON&RETE STOOP o I 3'-0" _- - CD 1/2„ x 7" WEPC-E ANCHORS @ 32" O.G. CLIP STUDS TOP AND �• �1\LLIA14 FOTTOM W/ SP -4,5 @ 32" 4" GONG SLAF W/ Cw Z Ido. 0't/ FIFERMESH GONG. 4 d a ° a ° • ° ! MIL. VAPOR G FARRIER "�CORIDP 8" 1'-8" 8" IONAL 2-##5 DONT. (I STORY) 2'-0' u� 3-#5 DONT (2 STORY) TF1 GKENEd �3LAf� 1=00T NCS I/2" x 7" WEDGE ANGHIORS @ 32" O.G. CLIP STUDS TOP AND PERMITISSUE: FOTTOM W/ 6P4"6 @ 32" 4" GONG. SLAF W/ C� w FIFERMESH GONG. z E G MIL. VAPOR FARRIER e - a d 4 O d4 � • •4d I O Z o z (10 1-71-O I 8" U W 2-##5 CONT. (I STORY) 2'-0" 3-#5 CONT (2 STORY) 2 4„ STEP DOWN �5LA�) ffOO-FIN & AFU- 44 OR AFU/oG POST U-) C C/� C) �.. O z z z � ANCHOR O U w z z o 4" GONG. SLAF W/ = U w o FIFERMESH GONG. N O. ° 4d d - Z 5 r 0 U ~OUB� � Z W C/ LLJ = (Z c/)( n It O E W W E~ U W W W�=>_ z U7 Cn CL rY (-D FIN. GRADE G MIL. VAPOR FARRIER ° a j z C��Ca� U-) C) Q Q Z U) UD Z U- U W= JU7 U Z c�O-j z��2L�O Z U) W W O W F - Q Li Q ¢ LL -Z ONOQ�� C cU ><Cn� 1 -0 zmz zrYU-0=Q ozc�0o ��z�r—cz 3 MONO TRIG POR61fi 1=001- NCS AFU44 OR AFUG/o PGT - �WU-) ANGFIOR CD (� C) o 4" GONG. SLAF W/ U jn FIFERMESH GONG. W N N m x cn Urr- N a z o a FIN. GRADE G MIL. VAPOR FARRIER d °° j z DRAWN BY: MTH JOB NUMBER: 127918 CHRIS & JENN LAGNER 278 SEMINOLE RD. 1 -0' FOS NDATION MONOLITHIC., FAI�5EP GURU @ OARAOE COMMUNITY DEVELOPMENT APPROVED �• �1\LLIA14 �4��. �ICEfVg F / Cw Z Ido. 0't/ r �0 STA E OF !(� "�CORIDP IONAL f�rrrllill�� u� REVISED: REVISED: REVISED: REVISED.- EVISED:PERMIT PERMITISSUE: O U z U C� w U � � z E W I O Z o z (10 1-71-O W N Q U W L� U 3: O O OD U z O w N Ln U-) C C/� C) �.. 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FLORIDA PLUMBING PLAN 6 12 0 12 n. 6 �2 FRONT ELEVATION- 66ALE /411- 12 ROOF VENT - PROVIDE FREE VENTILATION AREA BETWEEN ROOF VENT & RIDGE VENT TO MEET FSG 2308.7.] METAL 51DING, SEE OWNER AR( MITE( TLFA- 0111N6LE0 OR METAL SEE OWNER HARDI- P OARD LAP, SEE OWNER FOR DOLOR PLATE HEIC�iT ,64„ A.F.F. HARDI- BOARD LAP SIDING, SEE OWNER FOR DOLOR 4" TRIM AROUND WINDOWS AND @ CORNERS, SEE OWNER FOP. DOLOR FIN. FLR. ELEV. d-0" A.F.F It RiaNr ELEVATION SGALE114I)1= ROOF VENT - PROVIDE FREE VENTILATION AREA BETWEEN ROOF VENT & RIDGE VENT TO MEET FfG 2308.7.1 ARGHITEGTURAL 6HINC�LES OR METAL SEE OWNER PLATE MEIC-FiT 64„ AFF. HARPI- BOARD LAP SIDING, SEE OWNER FOR GGLOR h° TRIM AROUND WINDOWS AND @ CORNERS, SEE OWNER FGR DOLOR FIN. FLR. ELEV. 1 0-0' AFF COMMUNITY DEVELOPMENT APPROVED REVISED: REVISED: REVISED. REVISED: PERMIT ISSUE: CD z z 6 z J wo 0 V�oc-nz Q U > J z w w L,.j z o z w� LL—CD CLawcuiV- � FDcwwL'�2=> La_zcn C,-) m( -D_, >p�Z= LL -=D C/) O O O O C n c~ncmiw> i-=�'� w w Q m �cn�CDww �'�OUcwfi�_ x J Q w O¢¢ J w z� m z m LLJ _m L1J �w SOF—��� c)o0LLJ¢� cnUOQomQ Q zcric/-) z(-nv w = �0w z mcnro C/-) C) J QLL- OQ�w� O w O� Q c) Li a- V) w U N C—= u) O �� x wcrizm= zQ:�C/-) ozcDo0 ;E LLJzc,,�mz mUo�Q<CD���OQ w w m (D UD (-n= cn :2Ew—w cn �o�w� P-F---�o 0 0 N Q 0 = O 00 Li N N 0 Ln m x U) I -- CD O rr' N m ow o Q o o m V) *Cl-ECBvILI�ER, 7E2 P.O. BOX 16300 FERNANDINA, FLORIDA 32035 (904) 838-4065 SCALE: 11/4"=11-0" DRAWN BY: MTH JOB NUMBER: 127918 CHRIS & JENN LAGNER 278 SEMINOLE RD. ATLANTIC BEACH, FLORIDA EXTERIOR ELEVATIONS E o LL -1 U � � z P L W O �z o W CD N u W CD U U-) 0 o w z O wLn N \ c Cn o -D wrr- C) Q > � z o Q I cry Q N z z 6 z J wo 0 V�oc-nz Q U > J z w w L,.j z o z w� LL—CD CLawcuiV- � FDcwwL'�2=> La_zcn C,-) m( -D_, >p�Z= LL -=D C/) O O O O C n c~ncmiw> i-=�'� w w Q m �cn�CDww �'�OUcwfi�_ x J Q w O¢¢ J w z� m z m LLJ _m L1J �w SOF—��� c)o0LLJ¢� cnUOQomQ Q zcric/-) z(-nv w = �0w z mcnro C/-) C) J QLL- OQ�w� O w O� Q c) Li a- V) w U N C—= u) O �� x wcrizm= zQ:�C/-) ozcDo0 ;E LLJzc,,�mz mUo�Q<CD���OQ w w m (D UD (-n= cn :2Ew—w cn �o�w� P-F---�o 0 0 N Q 0 = O 00 Li N N 0 Ln m x U) I -- CD O rr' N m ow o Q o o m V) *Cl-ECBvILI�ER, 7E2 P.O. BOX 16300 FERNANDINA, FLORIDA 32035 (904) 838-4065 SCALE: 11/4"=11-0" DRAWN BY: MTH JOB NUMBER: 127918 CHRIS & JENN LAGNER 278 SEMINOLE RD. ATLANTIC BEACH, FLORIDA EXTERIOR ELEVATIONS 6 12 6 12 REAS sof ELEVATION ROOF VENT - PROVIDE FREE VENTILATION AREA BETWEEN R06F VENT & RIPOE VENT TO MEET Fi (, 2308.7.1 AR&HITEGTURAL 5HINetE6 OR METAL 5EE OMNER PLATE t1EIC-*iT 8"-1" AF.F. +_ 11ARPI- BOARD LAP 51PIN8, 5EE OWNER FOR DOLOR a" TRIM AROUND WINDOWS AND @ G4,9RNER5, 5E OWNER FOR DOLOR FIN. FLR. ELEV. d -d" AFF ROOF VENT - PROVIDE FREE VENTILATION AREA BETWEEN ROOF VENT & RIPOE VENT TO MEET FSO 2308.7.1 AR(,HITEGTURAL 5HIN6LE5 OR METAL 5EE OWNER PLATE HEIC-)HT 8"-1" AFF. HARPI- WARP LAP 51PINC , 5EE OWNER FOR DOLOR W PT WOOD POSTS, TYPICAL A° TRIM AROUND WINDOWS AND @ 6ORNER5, 5ff OWNER FOR 6OLOR FIN. FLR. ELEV. d—d" AF.F COMMUNITY DEVELOPMENT APPROVED lCOLE BUILDERS P.O. BOX 16300 FERNANDINA, FLORIDA 32035 (904) 838-4065 SCALE: 11/4"=V-0" DRAWN BY: MTH JOB NUMBER: 127918 CHRIS & JENN LAGNER 278 SEMINOLE RD. ATLANTIC BEACH, FLORIDA EXTERIOR ELEVATIONS 4 B 1LLIAA4 U-) z�. No d ••ra ' � fir: 1� •fir- z �QTTEOF ,fZORIOP`. 'SS/ONAL. �� �`� U-)��11i��lllt� REVISED: REVISED: REVISED: REVISED: PERMIT ISSUE: P U z o C� w U 75 CD z E CL LSI CD U � O O z � W = CD � N � U L L LL-1CD Z 0 U U-) �CD zoU owl CD w O CD �- z o II U O Q N z z � J - Ci) O LLJ C/-) c) ¢ U > Q o w o Q o z o 0 o LL_ �n wccn�� ~ m U w cw LLJ LLJ U-) (r»af�C'�— cif > Oz= w� U w O O O O F- cnww =�L,_ � �w� ¢n w00(nF- x J w :2E P- Q FE O Q ¢ J = Of W U c ~ V) U O Z O m¢ Q r) c r7 w = ¢ 27 ( Z ( U J � o z �O0 J z�Ofzcnw0 C/-) w cn Q Q ow Q c z CD w ONcN(= �00�-a-�> o cD�=zw>z � LLJ z z L vV) (D wcriz� =¢o ozc�00 ��zLL,F-�z �Ow�Q a- Of O�DC/-) mw�Elf -j 0= On wn C) w�wC)'_cD cnw(r)of� SWC) oU-)z o (f) CD U U)_j O o0 c� LN i o Ln m x (,nz 0 M o o Q o o n_ cn lCOLE BUILDERS P.O. BOX 16300 FERNANDINA, FLORIDA 32035 (904) 838-4065 SCALE: 11/4"=V-0" DRAWN BY: MTH JOB NUMBER: 127918 CHRIS & JENN LAGNER 278 SEMINOLE RD. ATLANTIC BEACH, FLORIDA EXTERIOR ELEVATIONS 4 B 5 PLATE HEIGHT Grp 6 PLATE HEIC-ff III � III 6 PLATE HE16HT S 0 8' PLATE HEIGHT 8' PLATE HEIGHT u 6A�L.E END - �00ff PLAN SALE /-„_ ,_0„ COMMUNITY DEVELOPMEN T APPROVED ' C I E BUILDERS P.O. BOX 16300 FERNANDINA, FLORIDA 32035 (904) 838-4065 SCALE: 1/4"=1 - 0" DRAWN BY: MTH JOB NUMBER:127918 CHRIS & JE'IN LAGNER 278 SEMINC _E RD. ATLANTIC E=ACH, FLORIDA ROOF PLAN 5 O\,SILLIAM ENS 'Q . CTJ NO. it 44/ TATE OF %O��S . �4ORID N� U` /,S'ONAL` ��'\ rlf U-) REVISED: REVISED: REVISED - REVISED: PERMIT ISSUE: F- U z o C� w U 75; z � W (D U z O tet- Q) W C-) W F -_N U n w U CD z I U O w N CD w O U Q > N w z CD (D W U o � N � z z QJ o0 0 UD CD 0 > J Z w0 w V7 z Li Q O Q U <'c O_ O LLJ »zwcn�w DfOf LL_ CD => cn Df J L,_,�Qzw >C) L��c����c�n �� 0000 cl- u z � Of -j O o z wLLJ Q a- uc (-D wOvcn� x J Q w �o Q Q J v� w J f- w �ooa=��0Qom� Q zCn(nzcnG w= — J cnO z z w 0 -1 z � Qf I'l - Q n F- U-) cn Li Q � Q LL_ z ON�C/-)= c/ -)(D a- n> �cnw0 o�=zw�z CLw C/-) (-D cnOwz oz�oo �L_`jzLr) CL Q Q w U-) w w CL C7 cnw = cn cry z CDCD Q cry o U = � O 00 J � LL_ N N � � z I O Ln M x cn z O w N M o o Q o ' C I E BUILDERS P.O. BOX 16300 FERNANDINA, FLORIDA 32035 (904) 838-4065 SCALE: 1/4"=1 - 0" DRAWN BY: MTH JOB NUMBER:127918 CHRIS & JE'IN LAGNER 278 SEMINC _E RD. ATLANTIC E=ACH, FLORIDA ROOF PLAN 5 \ cy I I 0- --01 GFI I I GFI '0' \I > 0 ®i J--------------------� I 1 0 III/ \ � O®j i //�/ I C5 I I D/vv I GFII \ _ I GFII / REF. GFI— J dt SD , CMD EPANE i >0 FIXTURE PIAN )i I )) ELECTRICAL NOTES: I.) WIRE ALL. APPLIANCES. HVAC UNITS AND OTHER ELVIPMENT PER MANUFACTURE 6PE( IFI( ATION6. 2.) 6ar-&T THE OWNER FOR THE MJvII3ER OF SEPARATE TELEPHONE LINES TO M INSTALLED AND LOCATIONS. 3.) ALL INSTALLATIONS SHALL M PER NATIONAL ELECTRIC GORE. 4.) ALL SMOKE DETECTORS SHALL i E I20V W/ PATTERY PAGKUP OF THE PHOTOELECTRIC TYPE ANP SHALL PSE INTERL06rED TOGETHER. INSTALL INSIDE ANP NEAR ALL BROOMS. 5.) TELEPHONE, TELEVISION AND OTHER LOIN VOLTAGE DEVICES OR GUi1.ET6 SHALL PE INTERLOCKED TOGETHER INSIDE AND NEAR ALL BEDROOMS. G.) ELECTRIC CONTRA(TOR6 SHALL ft RESPONSIBLE FOR THE DESIGN AND SIZING OF ELECTRICAL SERVICE AND CIRCUITS. 7.) ENTRY OF SERVICE (UNDERGROUND OR OVERHEAD) TO BE DETERMINED BY POWER COMPANY D `,111111/j/ �� OHO•. _1GENg Z,No. 1'0 S1'ANOF 444/ .FCORIDP`.•' is �G S/ONAL ��,��' C� REVISED: REVISED: REVISED: REVISED: PERMIT ISSUE: O U z U C� w U � � z � W LLJ O LTJ U z o o W Z U N Q N U CD o o � mo o . z 1 �- �O LN C� CD C/ LL_j O O 0 LLJ Q U w z z o Q I Cry W U O Q N z LL - O cr) Z Q U > JZLL-w3�: LLJ LL. W Q C) Q U Q 0 0 0 Ucz, W W a- F-ft� O lei J W ~mOw c/')c/')Lym_>- Q Z_ (/7 c/') ry � I w >CD L�ZU�m�(� O O O p (! a- F-=�LiZ J� wL'j w � (n (� 0 LLJ p U CO L Q� J F- Q W O Q J c� w Jw �Z U D C) =) c~ti U O Q C) < LLJ Q: Z z J U p c n (D Z LW0J Z�O<W20- pNpCQQ QLi-LL- Z UNC C=!) Np��><-> \U5a�p U>-=zLLJ>-Z w wviz= � Z�(/)O=Q� �ZC.DpO W= C,) F�: a- ZNF-:a- c) (n O(n 1= QoOfW mQ mw�o-i ��LZL-o:O� WW W (� C%JwN�=(nom F- o�w� ==►_�F—=w F- F- F- o �WU) oU-)z I=Q o — CUA O --I N � = Q U jn Vl= O o0 F- J (D Li N N � m x v) I� O Q:� N Z M p ^ < O CD V) I P.O. BOX 16300 FERNANDINA, FLORIDA 32035 (904) 838-4065 SCALE: 1/4"=l' -O" DRAWN BY: MTH JOB NUMBER: 127918 CHRIS & JENN LAGNER 278 SEMINOLE RD. ATLANTIC BEACH, FLORIDA FIXTURE PLAN A-0 SPRAY FOAM INSUL 1/2 GYP. BD. CEILING W/MIN. INSUL. ABOVE DOUBLE 2x4 No.2 SYP TOP - PLATE. FASTEN W/(2) ROWS 10d 16 O.C. STAGGERED. MIN. 24 LAP W/(12) 10d IN LAP. TOP PLATE TO STUD WITH SP6 W/(6) 10d @ 32" ANCHORING— 1/2 1) DIA. RODS @ CORNERS, OPENINGS & MAX " SP. ON STRAIGHT SIDE 6" EMBEDMENT EPDXY IN W/ SIMPSON SET OR = R-13 WALL INSULATION 4" CONC. SLAB W/ 6x6 10/10 W.W.F. OR FIBERMESH CONC. 6 MIL. VAPOR BARRIER PERIMETER WALL FTG. W/2—#5 CONT. _ATION UNDER ROOF DECK FIBERGLAS SHINGLES ON PEEL & STICK OVER 5/8" OSB ROOF DECK. NAIL 4" O.C. ED ES, 8" O.C. FIELD WITH 8d C MMONS. EN G. WD. • RUSSES 16" TYP . 1 '-0" 1 SECTION THRU A-7 /SCALE: N OT TO SC SEE TRUSS DRAWINGS �c ATTACHED SCHEDULE 1/2 NUT W/ 3"x3" x 3/8" WASHER �GALV. DRIP OVER P.T. 1x2 1x8 ALUMINUM FASCIA P.T. 2x6 SUB FASCIA VINYL SOFFIT � 3/8"d ALL THREAD 48" O.C. -7/16" ZIP WALL PANELS 2x4 )YP STUDS @ 16" O.C. & EXTERIOR COVERINGvwmmw. WALL NAIL SCH . 4" EDGE, 8" -I ELD . TANDARD COUPLER 2x4 No.2 SYP P.T. PLATE W/ 3/8" ALL THREAD @ 48" O.C. W/2" SQ. x 1/8 " WASHERS 0 FAS3 W/(6)1 Od AT 24" O.C. WEATHERSEAL DRILL 5/8" HOLE 4 1/2 MIN DEPTH, CLEAN REMOVE DUST, FILL 1/- — 3/4 FULL W/ HIGH STRENGTH EPO Y, INSERT ANCHOR AS PER MANUF. REQIIREMENTS FIN. GRADE EXTERIOR WALL ALE SEE HE 4x4 PI 4" COf 6x6 1 C OR FIB 6 MIL PERIME W/2-#5 CONT. I F- inr-nni n(- (- (-i I I K I /-\ I r(- ter. i r11rri 1'-0" .04 SECTION THRU PORCHES SCALE: NOT TO SCALE & STICK \I L SEE TRUSS DRAWINGS 8c ATTACHED SCHEDULE GALV. DRIP OVER P.T. 1x2 1X8 ALUMINUM FASCIA P.T. 2x6 SUB FASCIA VINYL SOFFIT FIN. GRADE 0 z `• O�y1LLIA44 Oar. \,\GEN$ �: •. � � • Cly 1 '-0" 1 SECTION THRU A-7 /SCALE: N OT TO SC SEE TRUSS DRAWINGS �c ATTACHED SCHEDULE 1/2 NUT W/ 3"x3" x 3/8" WASHER �GALV. DRIP OVER P.T. 1x2 1x8 ALUMINUM FASCIA P.T. 2x6 SUB FASCIA VINYL SOFFIT � 3/8"d ALL THREAD 48" O.C. -7/16" ZIP WALL PANELS 2x4 )YP STUDS @ 16" O.C. & EXTERIOR COVERINGvwmmw. WALL NAIL SCH . 4" EDGE, 8" -I ELD . TANDARD COUPLER 2x4 No.2 SYP P.T. PLATE W/ 3/8" ALL THREAD @ 48" O.C. W/2" SQ. x 1/8 " WASHERS 0 FAS3 W/(6)1 Od AT 24" O.C. WEATHERSEAL DRILL 5/8" HOLE 4 1/2 MIN DEPTH, CLEAN REMOVE DUST, FILL 1/- — 3/4 FULL W/ HIGH STRENGTH EPO Y, INSERT ANCHOR AS PER MANUF. REQIIREMENTS FIN. GRADE EXTERIOR WALL ALE SEE HE 4x4 PI 4" COf 6x6 1 C OR FIB 6 MIL PERIME W/2-#5 CONT. I F- inr-nni n(- (- (-i I I K I /-\ I r(- ter. i r11rri 1'-0" .04 SECTION THRU PORCHES SCALE: NOT TO SCALE & STICK \I L SEE TRUSS DRAWINGS 8c ATTACHED SCHEDULE GALV. DRIP OVER P.T. 1x2 1X8 ALUMINUM FASCIA P.T. 2x6 SUB FASCIA VINYL SOFFIT FIN. GRADE C `• O�y1LLIA44 Oar. \,\GEN$ �: •. � � • Cly �Q-; 40 ll� 1�0� •. R E OF G� � CD 'SSIONAL EN REVISED: REVISED: REVISED: REVISED: PERMIT ISSUE: U z o C� w U � � z � a w o -CIO 0 zQ LL z C) N C LL-U r� LL- LL- CD .moo z�v LL- LLTo D Z z z r� OCL Q>� U w z or � N � Z Z U Z cl� J f— O W C/.) O cr)Z Q U > QLLJ D�pO� UQ�pO�OcW �Ncl()� O J w B W w— m�-m�w c�w ¢ZC/� (n��R�CDJ L,_, L�ZU���u� O O O O cn (Z w LLLJ LL - c/') i ce �Ncc�ow LLjcm) wLLJ �¢>< _J g Q w �Q-<--JU �(/)�Z�im O 1— ¢ -I �' >- � W U�LLJ pa c~j UOQpmQ Q zcncn ZcnU cwi�=pz Z�WLD=1 Z�O�wa-O O N O N Q Q�� Q z UN�g(= �Ocn> � GO CL Ln (-D i'-- �- Z wcrSz�z Ztrcn0=Q0 (-D CD ��z,i—c m�mLf cl oo�z CD w�w�CD V) C)f o LLJ CD O o � M U = O (j) oo LL- N N } O m >< U) O [if N Z mo^ o< C:) CL c/) ! ' ,QoLE BUILDERS _ P.O. BOX 16300 FERNANDINA, FLORIDA 32035 (904) 838-4065 SCALE: 1/4"=l' -O" DRAWN BY: MTH JOB NUMBER: 127918 CHRIS & JENN LAGNER 278 SEMINOLE RD. ATLANTIC BEACH, FLORIDA WALL SECTIONS A-7 C 2x4 OUTRIGGER © 24" O.C. 2x4 BLOCKING Com? SHEETING EDGES WITHIN 4' OF GABLE TRUSS 7/16" ROOF SHEATHING SIMPSON H2.5 CLIP � Ax� © 24FABORCICATE(� ROOF TRUSSES GABLE END TRUSS 2x4 SYP X—BRACE © 8'-0" O.C. SIMPSON LSTA12 - STRAP TIE @ 24" DBL. 2x4 TOP PLATE 2x4 STUDS © 16" O.C. 2x4x8 SYP LATERAL BRACE © 48" (2)16d THROUGH BRACE INTO EACH TRUSS BOTTOM CHORD GABLE END BRACING DETAIL TRUSS ANCHORING 10 TRUSS ANCHOR SCHEDULE / JOIST LOAD ANCHOR 0-350 (1) SIMPSON H2.5 350-700 (2) SIMPSON H2.5 OR (1) SIIAPSON H10 (8/8-8d) 700-1200 (1) SIMPSON H15 (4/4/12-10d) 1200-1500 (1) SIMPSON H16 (2/10-10d) OR EQUIVALENT SIMPSON MTS TWIST STRAPS 0 GIRDER TRUSS STRAPPING — VERTICALS SIMPSON HTT-22 (BOTTOM) FOR LOAD LESS THAN 1200# USE SIMPSON LSTA24 O3 GIRDER TRUSS END ANCHORING - PITCHED HGT SERIES 1, 2, OR 3 PLY (TOP) SIMPSON HTT-22 (BOTTOM) NOTE: FOR LOADS LESS THAN 1600# USE #1 TOP, NO HTT-22 BOTTOM. 6IMP60N LSTAIB STRAPS HEADER W I NDOW OPENING KING STUD JACK STUD HEARER REQUIREMENTS - 2x4 WALL HEADER SIZE & NUMf�F-R OF JACKS & STUDS REGZUIREP AT OPENINGS OPENING WIDTH HEADER SIZE !# OF JA6KS EA. END 1'-d' To 4'-0" 2 - 2x8 I 41-11, To l -d' 2 - 2 X10 2 14' To 2 - 2 x 12 3 HEADER RE 1JIRE.MENTS NOTE: WHEN TIF ROD SYSTEM IS USED SPA OR TIES NOT REQUIRED TOP BOTTOM # OF SIMPSON MST SERIES (TOP) EA. END MST -27 TO 2100 ocENS MST -37 TO 2800 MST -44 TO 3300 MST -48 TO 4400 SiATE OF �40RIDP N�� MST -60 TO 5800 SIMPSON HTT-22 (BOTTOM) FOR LOAD LESS THAN 1200# USE SIMPSON LSTA24 O3 GIRDER TRUSS END ANCHORING - PITCHED HGT SERIES 1, 2, OR 3 PLY (TOP) SIMPSON HTT-22 (BOTTOM) NOTE: FOR LOADS LESS THAN 1600# USE #1 TOP, NO HTT-22 BOTTOM. 6IMP60N LSTAIB STRAPS HEADER W I NDOW OPENING KING STUD JACK STUD HEARER REQUIREMENTS - 2x4 WALL HEADER SIZE & NUMf�F-R OF JACKS & STUDS REGZUIREP AT OPENINGS OPENING WIDTH HEADER SIZE !# OF JA6KS EA. END 1'-d' To 4'-0" 2 - 2x8 I 41-11, To l -d' 2 - 2 X10 2 14' To 2 - 2 x 12 3 HEADER RE 1JIRE.MENTS NOTE: WHEN TIF ROD SYSTEM IS USED SPA OR TIES NOT REQUIRED TOP BOTTOM # OF STIP6 \`,I%1jIIIfI///// EA. END .o�y\LLIAA4 2 ocENS 3 3 2" 60RE WASHER AND NUT 11 TO Gd' O -C. & 9 RNERS INC 7'a IMBED DWNER) -R 7/16" OSB \FTERS (SEE ROOF FOR SIZE & SPACING) TO RIDGE BOARD (FULL DEPTH OF RAFTER CUT) 2x6 RAFTERS LSTA —12 2X8 RIDGE H3 CLIPS 2X4 16d NAILS © 6" O.C. /ALLS 3 SHEATING W/ 8d �" O.C. EDGE, 8" O.C. TOP 2X4 FRAMING W/ INSULATION � BOTTGIA SDE V E I � INTERIOR FINISH (BY OWNER) TO BOTTOM OF SUPPORT TRUSSES/ RAFTERS GUTTER, FASCIA & SOFFIT (BY OWNER) STEP F LAS 12 '�� I AFF FRONT VEIW MAIN ROOF SUPPORT TRUSSES / RAFTERS (SEE PLAN FOR SIZE & NUMBER) RAFTER / TRUSS PLATE \`,I%1jIIIfI///// I .o�y\LLIAA4 ocENS _ Z �No. U —10 !(�� SiATE OF �40RIDP N�� z /ONAL �1111111110 REVISED: REVISED: REVISED: REVISED: PERMIT ISSUE: E O W U � � z � LL �U -1n CD W CD 0 CD o zQ a-) CD u W F__N W L� U r� CD�U-) oo� U I-- z CD z I U O� W U CD U-) W O 00L Q>� U w z z o Q (D � N � z z c (-D J 0 (:D LLJ cnocnz Q U > JZL�wwz ozLLw Qo�C) UQ 000c,-, Ui—U�> �zwCn�w m w V) w w��cDLw w w��= � mzcn �cwr»mm(D_j D:f OOOO (n ccf) j =o�z_j� iw w � U) LLJ LLJQ n _J Q w �Q QJ� Cn� ��0w CD F__L_jw w = m U c)a c U O Q w m Q Q z cri cn z C/) U w= U)z0 J z���C/��O z w J Q O Q w LL_ U w O Q Li Z UNC LU >-->< j (= — CLocn cD�=zwzz zmCOCD wcnzmz Qo ozc�o�z�F-wz mOoo�o��oo�z Lw 5i Lw w (D U-) V) cn � o w LLJ m F -- oU-)z CD U-) QCD 0 --� o U jn = O 00 Vl J CD Li N N O Ln m x cn r - O � N z mwo^ � oQo i COLE BUILDERS I P.O. BOX 16300 FERNANDINA, FLORIDA 32035 (904) 838-4065 SCALE: 1/4"=V-0" DRAWN BY: MTH JOB NUMBER: 127918 CHRIS & JENN LAGNER 278 SEMINOLE RD. ATLANTIC BEACH, FLORIDA FRAMING DETAILS A-8 Standard PRACTICE FOR Installation of Exterior Windows, Doors Method A: Weather—Resistant Barrier (WRB) Applied after the Window Installation—Flashing Applied Over the Face of the Mounting Flange: Step 1:Apply the horizontal sill flashing material first, level with the top edge of the rough opening. Cut the sill flashing long enough to extend an equal distance beyond the 9 in.(230mm) jamb flashing, which will be applied later. Fasten the top edge of the sill flashing to the framing . Place fasteners along the edge of the rough opening where they will be covered by the mounting flange of the window later. * - - Do not fasten the bottom edge or the last 9 in. (230 mm) of each end, as the weather resistant barrier will be applied under the flashing in a water shedding fashion later. It is recommended that the corners and bottom edge be temporarily taped at 24 in. (610 mm) on center, to prevent wind damage. Step22'Apply a continuous bead of sealant to the back side (interior surface) of the mounting flange of the window. Sealant selection and bead design shall be in accordance with 5.18 of the Standard. Immediately set the window into the opening, and apply shims as required to ensure the unit is plumb, level and square. Fasten the window perimeter securely into position as described in the installation procedures. * - Apply the sealant in line with the pre -punched holes or slots on the mounting flange when provided. Step 3: Next, apply a continuous bead of sealant to the exposed mounting flange (exterior surface) at the side jambs of the installed window. * - The application of sealant to the exterior face of the flange is not necessary if using self-adhesive type flashing over the mounting flange. Acontinuous bead of sealant shall be applied to the back side of the mounting fange prior to placing the window. (1) Continue the seakint bead at the jambs verticaly 8-1/2 in. �220 mm) above the rough opening at the head of the window to the face of the header), to allow for application of the top portion of the jamb flashing into sealant in the next step. * - Apply the sealant in line with the pre -punched holes or slots on the mounting flange when provided and over the heads of the fasteners. (2) For windows with mechanically joined mounting flanges, apply sealant to the full length of the joints or seam where the flanges meet. Step 4:lnstall the jamb flashings next, by pressing the flashing into the sealant beads previously applied to the exterior face of the mounting flanges. Attach the flashing into position to the rough opening framing using staples or other appropriate fasteners. Extend the bottom edge of the jamb flashing 8 1/2 in. (220 mm) beyond the rough opening sill, and extend the top edge 8-1/2 in. (220 mm) beyond the rough opening head. * - Do not attach the bottom of the jamb flashing until after the weather resistant barrier is applied later. Step 5: Next, apply a continuous bead of sealant to the exposed mounting flange (exterior surface) at the head of the installed window. * - The application of sealant to the flange is not necessary if using self-adhesive type flashing over the mounting flange. * - Apply the sealant in line with the pre -punched holes or slots on the mounting flange when provided and over the heads of the fasteners. Step 6:lnstall the head flashing by pressing the flashing into the sealant bead previously applied across the mounting flange. When applying the head flashing, press the bottom edge of the flashing into the sealant until the sealant appears. This will ensure that no voids remain between the flashing and the mounting flange. Extend the ends of the head flashing 10 in. (250 mm) beyond the rough opening, over the top of the jamb flashing. Fasten the head flashing into place along the top edge using staples or other appropriate fasteners. (Warning- The building shall be constructed in such a manner to secure or support the flashing to prevent destruction or displacement prior to installation of the weather resistant barrier. The flashing shall never be left unsupported and vulnerable to wind damage.) * - Where recommended as part of the exterior wall finish system, install the WRB as outlined. The application of the WRB may be by trades other than the window installer. The contractor shall cordinate this work as required. Step 7: In water shedding fashion, starting at the base of the wall and working towards the top, install the weather resistant barrier to the face of the building framing or sheating. At the sill of the windows, tuck the weather resistant barrier under the sill flashing and loose ends of the jamb flashing. Next, continue to apply the weather resistant barrier in water shedding fashion over the jamb flashing and over the head of the windows. Attach the WRB into position using staples or other appropriate fasteners. -Whenever applying the weather resistant barrier, flashing or other materials do not penetrate the mounting flange with the fasteners. SHEATHING WHERE RE FLASHING DRIP CAP 2" LAP WOOD WINDOW SHEATHING PAPER WHERE REQUIRED FLASHING CAULK WINDOW INSTALLATION (METHOD A-1) WEATHER RESIiNE RAMER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION 1� IN WATER SHEDDING FASHION FLASHING APPLIED OVER THE FACE OF THE MWN11NG FLANGE. Casing STARING AT THE BASE OF TUCK TOP OF VINYL SOFM. THE WALL & WORKING TOWARDS THE TOP INSTALL THE WRB I SECTION–A TO THE FACE OF THE \ THROUGH WINDOW JAMB SHEATHING STUCCO FINISH \ 2g) APPLY GILL FLASHING OF WRD AT THE WIRE LATHE SILL FLASHING SEALANT HEAD SEE GRAM 3D APPLY BEAD OF SEALANT BEHIND MOUNTING R-11 INSULATION AT BACK OF WINDOW FLANGE O FLANGE & SET WINDOW USING PLUMB AND LEVEL CONDITION USE CORROSION I O PAN HEAD SCREWS TO I WINDOW MANUFACTURER SPECIFICATIONS. FACILATE INSPECTION H— O �'1 1 ® APPLY BEAD OF SEALANT AT SEAL THE WINDOW FRAME TO OPENNG APPLY A ? NOM R! R WR SIDE JAMBS EXTEND ?% Dw TO THE BACKSIDE — — — — BARRIER ON A DIGONAL GENTLY RASE THE (INTERNNt) OF THE WINDOW TOP EDGE OF THE BARRIER UP AND TAFF THE 50 APPLY JAMB FLASHING f�llMA1l(('.'.EE IN LINE WITH MY r / WRB SURFACE ABOVE PRE -PUNCHED HOLES OR SLOTS ••• • as APPL© BEAD OF SEALANT LC-)U� SEALANTE BEAR �NFLANGE AY Q1AMB FLASHING FLASHING AND MOUNTING FLANGE Q APPLY HEAD FLASHING APPLY. COM, DEAL TO THE MOUNTING FIANCES AT THE TOP (HEAD) AND ® REMOVE PREVIOUSLY APPLIED SIDES (JAMBS) OF WINDOW, EXTENDA- Q TAPE ALLOWING WRB TO LAY SEALANT AT JAMBS ? ABOVE THE NO. AT HFA). EMBED JAMB FLAT OVER HEAD FLASHING.SEALANT IPLADE U O Q j z w C Cn APPLY NEW SFEATHING TME FASTEN IN (FLASHINGD"/%//���p U)a-L`'> =wwJ OVERDM,ONAL CUT SEE GOES OVER SEAAITi�'%:'%ii _� CL U D C) a C/ -)U O Q Q— Q Q z cr) cn z C/-)Li O I�QU� C) ���Z� Z�L-,J-_J Q�0 [LIZ _ WRB ��wocn CD =zwzz IAPPLYEWRE T HEAD FLASHING AT HEAD EXTENDS' 1' BEYOND JAMB FLASHING. OO HEAD FLASHING EMBED BOTTOM OF THE HEAD FLASHING AGAINST \ THE PREVIOUSLY APPLIED � SEALANT (FLASHING GOES i OVER SEALANT) EXTENDED i I HEAD FLASHING BEYOND EACH JAMB FLASHING, i FASTEN IN PLACE I A A TO OVERLAP SILL FLASHING EXTENDED JAMB FLASHING 0% ABOVE ROUGH OPENING AT HEAD subTI FASCIA Casing CONTINUOUS VENTED TUCK TOP OF VINYL SOFM. � I JAMB FLASHING __ \ I UNDER 74E ? STUCCO FINISH \ PAPER BACK OF WRD AT THE WIRE LATHE SILL FLASHING VAPOR BARRIER. SEALED HEAD SEE GRAM AT TOP & BOTTOAM PLASTER / R-11 INSULATION SUM AND ADJUST WINDOW TO ACHIEVE SCUARE O PLUMB AND LEVEL CONDITION USE CORROSION I O RESISTANT FASTENERS. FASTEN WINDOWS PER I WINDOW MANUFACTURER SPECIFICATIONS. ter, II 1 H— O �'1 1 1 WEATHER RESISTANT I III R! R WR I / I AT A 45 DEGREE ANGLE CARERLLY CUT THE / BARRIER ON A DIGONAL GENTLY RASE THE •:; TOP EDGE OF THE BARRIER UP AND TAFF THE TOP CORNERS AND CENTER TO THE EXTTRIOR r / WRB SURFACE ABOVE C INTERIOR VIEW: TOP LEFT CORNER OF WIN STUCCO WALL SECTION INSULATION P OF PLATE 1/2' GYPSUM [ENING BOARD 1/2' GYPSLAI WALLBOARD MONOLITHIC FOUNDATION 1 " AIR SPACE 2" LAP WOOD WINDOW WINDOWS, DOORS, AND ROOFING MATERIALS ARE TO BE INSTALLED PER. MANUFACTURES INSTALLATION INSTRUCTIONS. ENG. ROOF TRUSS INSULATION BAFFLE OWENS CORNING CLASSIC AR ABEAGLASS SHINGLES 151 FELT FASTENED PER FEIC 1507.3.8 FLASHING PER FBC 1507 19 6' GALV. DRIP EDGE FASTENED PER. FBC 1507.3.9.3 1x2 FURRING STRIP Lathe ran to top of double plate. Waterproof cedant stone Installed per nranuf. specs (OPTIONAL) 6' OF CLEARANCE BETWEEN EARTH AND BOTTOM OF SCREED. GRADE TO SLOPE AWAY FROM THE HOUSE FINISHED GRADE stucco temrinallm Per. ASTM C-926 A2.2.2 A drip screed Installed per ASPM Standard 10-W-03. BUILDING PAPER OR APPROVED WATER R---'' METAL TII FLASHING STEEL LII WEEPHOL SEALANT MASONRY NOTE FLASI INSTF THAT BE Ir "SHIT` FLASI FLAS SEAL WATE DIVEF (TYPI KICKI FLASI WALLBOARD INSULATION F10—Roof/kicker Flashing Axonometric Stucco Termirration The termination of the stucco at the base of a wood structure shall be per ASTM C926 A2.2.2. A drip screed installed per ASTM Standard 1063-03. See below: please note the position of the OSB. It is raised off the concrete and alligned with the face of the foundation. Care must be taken to construct foundation walls straight and true. In area where the bottom of the OSB is exposed it shall be exterior grade or otherwise protected as approved by the Building Official. BOAF Informal Interpretation Number 2656, attached, may be used by the Building Official for guidance as to the intent of the Floride Building Code. Accent strips should be installed over the brown coat or the substrate. If installed over the substrate it must have lath and corner beads. CAULK SHEATHING PAPE WHERE REQUIRE[ ASHING AIR SPACE FLASHING OVER OPENINGS IN EXTERIOR WALLS I FLASHING OVER OPENINGS IN EXTERIOR WALLS FLASHING ABOVE WINDOW IN EXTERIOR WALL FLASHING UNDF R WINDOW IN EXTERIOR WALL 'RIER FRAMING j STUCCO SYSTEM I SYSTEM R-19 Insulation Example of window membrane flashing Use membrone flashing when applying grade D paper or follow the manufacturers instructions for code approved weather barrier product. SHEATHING FLASHING MEMBRANE (optional) WEATHER BARRIER Over flashing SELF -FURRING LATH 3.4 lb/sq yd PORTLAND CEMENT PLASTER 3 Coats CASING BEAD 3/8' gap from bead to flashing for expansion FLASHING with -END DAM. Set in sealant Cut membrane flashing ! I FRAMING SYSTEM 1 STUCCO SYSTEM R-19 Insulation j i 1 SHEATHING MEMBRANE FLASHING WEATHER HARRIER subTI FASCIA Casing CONTINUOUS VENTED �•� �f J•' VINYL SOFM. � TKA' r r. WINDOWS/DOORS FLASHING PER __ (typical) METHOD A-1 ASTM STANDARD STUCCO FINISH PAPER BACK — WIRE LATHE VAPOR BARRIER. SEALED '�'�^':t AT TOP & BOTTOAM PLASTER %�� N R-11 INSULATION Waterproof cedant stone Installed per nranuf. specs (OPTIONAL) 6' OF CLEARANCE BETWEEN EARTH AND BOTTOM OF SCREED. GRADE TO SLOPE AWAY FROM THE HOUSE FINISHED GRADE stucco temrinallm Per. ASTM C-926 A2.2.2 A drip screed Installed per ASPM Standard 10-W-03. BUILDING PAPER OR APPROVED WATER R---'' METAL TII FLASHING STEEL LII WEEPHOL SEALANT MASONRY NOTE FLASI INSTF THAT BE Ir "SHIT` FLASI FLAS SEAL WATE DIVEF (TYPI KICKI FLASI WALLBOARD INSULATION F10—Roof/kicker Flashing Axonometric Stucco Termirration The termination of the stucco at the base of a wood structure shall be per ASTM C926 A2.2.2. A drip screed installed per ASTM Standard 1063-03. See below: please note the position of the OSB. It is raised off the concrete and alligned with the face of the foundation. Care must be taken to construct foundation walls straight and true. In area where the bottom of the OSB is exposed it shall be exterior grade or otherwise protected as approved by the Building Official. BOAF Informal Interpretation Number 2656, attached, may be used by the Building Official for guidance as to the intent of the Floride Building Code. Accent strips should be installed over the brown coat or the substrate. If installed over the substrate it must have lath and corner beads. CAULK SHEATHING PAPE WHERE REQUIRE[ ASHING AIR SPACE FLASHING OVER OPENINGS IN EXTERIOR WALLS I FLASHING OVER OPENINGS IN EXTERIOR WALLS FLASHING ABOVE WINDOW IN EXTERIOR WALL FLASHING UNDF R WINDOW IN EXTERIOR WALL 'RIER FRAMING j STUCCO SYSTEM I SYSTEM R-19 Insulation Example of window membrane flashing Use membrone flashing when applying grade D paper or follow the manufacturers instructions for code approved weather barrier product. SHEATHING FLASHING MEMBRANE (optional) WEATHER BARRIER Over flashing SELF -FURRING LATH 3.4 lb/sq yd PORTLAND CEMENT PLASTER 3 Coats CASING BEAD 3/8' gap from bead to flashing for expansion FLASHING with -END DAM. Set in sealant Cut membrane flashing ! I FRAMING SYSTEM 1 STUCCO SYSTEM R-19 Insulation j i 1 SHEATHING MEMBRANE FLASHING WEATHER HARRIER Weep screed (typical) O O 0 O O WEEP HOLE Casing �•� �f J•' Q � TKA' r r. holes 0 (typical) moo 0 �'ritiir; Z�ZF • • '�'�^':t %�� N 'clic • • • • • - • - • • - SS/ONAL /101 I t 411\\ REVISED: REVISED: REVISED: REVISED: PERMIT ISSUE: E H— O C -D W U � � z � CL LLJ > @ CL ir:,�: Z O 111 •:; �- • , r / (-D Q —J 0 ♦ • v ♦ ♦ ♦ ••• • as z �� LC-)U� IDA z LJ I . ^ C) = �z/ O O W Q U w z _z o in Q Weep screed (typical) O O 0 O O WEEP HOLE SHEATHING PAPER WHERE R Top FLASHING overlaps bottom SEALANT Corrosion — II resistant metal or II plastic set in SEALANT. 4I MASONRY SCREWS FLASHING WHERE CHANGES IN BRICK OCCUP SECTION 1403 VENEERED WALLS $1403.1.3 Veneered walls shall provide weather protection for the building at the walls $1403.1.4 Flashing shall be provided as necessary to prevent the entrance of water at openings in or projection through veneered walls. Flashing shall be provided Intersections of veneered walls of different materials unless such materials provide a self flashing joint at other points subject to the entrance of water. Caulking shall be provided where such flashing is determined by the building official to be impractical. $1403.1.4 Flashing and weepholes as outlined in $2111.13 shall be located in the first course of masonry above finishedground level above the foundation wall or slab and other points of support, including structural floors, shelf angles and lintels when anchored veneers are designed in accordance with $1403.2.4, $1403.2.5 and S1403.2.6. $1403.1.5 Anchored masonry veneer shall conform to the requirements of $1403.1 and $1403.2 or shall conform to the requirements of Chapter 6 of ACI 530/ASCE 5/TMS 402. $1403.1.6 In order to provide for inspection for termite Infestation, clearance between exterior Wall coverings and final earth grade on the exterior of a building shall not be less than 6 inches (152 mm). EXCEPTIONS: 1. Plant or decorative cementitious finish less than 5/8 inch (17.1 mm) thick adhered directly to the masonry foundation side wall. 2, Access or vehicle ramps which rise to the Interior finish floor elevation for the width of such ramps only. 3. A-4–Inch (102 mm) Inspection space above patio and garage slabs and entry areas. 4, If the patio has been soil treated for termites, the finish elevation may match the building Interior finish floor elevations on masonry construction only. 5. Masonry veneers. $1403.2 Anchored masonry veneer $140.2.1 Anchored veneer is veneer secured with approved mechanical fasteners to an approved backing. All masonry units, mortar and metal accessories used in anchored veneer walls shall meet the physical requirements of chapter 21. Anchored veneer units shall be not less than 1-5/8 Inches) In actual thickness for hollow masonry units and not less than 2-5/8 Inches (67mm) in actual thickness for hollow masonry units. EXCEPTION: Anchored masonry veneers in accordance with Chapter 14 are not required to meet the tolerances in Section 3,3G(1) of ACI 530.1/ASC 8/TMS 602. $1403.2.2 Height of anchored veneer and supports $1403.2.2.1 Anchored veneer shall be vertically supported on footings, foundation walls or other approved noncombustible structural elements. Wood foundations meeting the requirements of S1804.8 are permitted to vertically support anchored veneer. $143.2.4 Masonry veneer anchored to wood framing shall be attached with corrosion–resistant corrugated sheet metal and metal and shall be not less than 0.029 inch (0.74 mm) by 7/8 inch (22.2 mm) wide or corrosion–resistant ties of ? wire and shall not be less than W 1.7 wire (3.76 mm) with ends of the wire bent to a 90–degree (1.6–rad) angle to form a hook not less than 2 inches (51 mm) long. The metal ties shall be embedded in the mortar joint a minimum of one–half the veneer thickness. Each metal tie shall support not more than 3 sq. ft (0.28 m?2) of wall area with a maximum spacing of 18 inches (457 mm) vertically and 32 inches (813 mm) horizontally. When anchored veneer is applied over wood frame, the studs shall be spaced a maximum of 24 inches (610 mm) on center horizontally and be faced with sheathing materials as specified in Table 2308.2.2B on both sides. A 1–inch (25.4–mrYl1 minimum air space shall be maintained between STONE Typical Instal!,,1tio.,s: WOOD FRAME: In sequence: 1) sheathing 2 weather -resistant barrier, 3 galvanized metal lath 4 mortar, (5 cultured stone ® manufactured stone veneer, 6 mortar joint. WEATHER BARRIER aper SHEATHING PAPER WHERE R CLEARENCE FROM 'ICAL SIDING FLASHING WHERE CHANGES IN WOOD FINISHES OCCUR Casing bead Q with weep o00 holes 0 (typical) moo 0 SHEATHING PAPER WHERE R Top FLASHING overlaps bottom SEALANT Corrosion — II resistant metal or II plastic set in SEALANT. 4I MASONRY SCREWS FLASHING WHERE CHANGES IN BRICK OCCUP SECTION 1403 VENEERED WALLS $1403.1.3 Veneered walls shall provide weather protection for the building at the walls $1403.1.4 Flashing shall be provided as necessary to prevent the entrance of water at openings in or projection through veneered walls. Flashing shall be provided Intersections of veneered walls of different materials unless such materials provide a self flashing joint at other points subject to the entrance of water. Caulking shall be provided where such flashing is determined by the building official to be impractical. $1403.1.4 Flashing and weepholes as outlined in $2111.13 shall be located in the first course of masonry above finishedground level above the foundation wall or slab and other points of support, including structural floors, shelf angles and lintels when anchored veneers are designed in accordance with $1403.2.4, $1403.2.5 and S1403.2.6. $1403.1.5 Anchored masonry veneer shall conform to the requirements of $1403.1 and $1403.2 or shall conform to the requirements of Chapter 6 of ACI 530/ASCE 5/TMS 402. $1403.1.6 In order to provide for inspection for termite Infestation, clearance between exterior Wall coverings and final earth grade on the exterior of a building shall not be less than 6 inches (152 mm). EXCEPTIONS: 1. Plant or decorative cementitious finish less than 5/8 inch (17.1 mm) thick adhered directly to the masonry foundation side wall. 2, Access or vehicle ramps which rise to the Interior finish floor elevation for the width of such ramps only. 3. A-4–Inch (102 mm) Inspection space above patio and garage slabs and entry areas. 4, If the patio has been soil treated for termites, the finish elevation may match the building Interior finish floor elevations on masonry construction only. 5. Masonry veneers. $1403.2 Anchored masonry veneer $140.2.1 Anchored veneer is veneer secured with approved mechanical fasteners to an approved backing. All masonry units, mortar and metal accessories used in anchored veneer walls shall meet the physical requirements of chapter 21. Anchored veneer units shall be not less than 1-5/8 Inches) In actual thickness for hollow masonry units and not less than 2-5/8 Inches (67mm) in actual thickness for hollow masonry units. EXCEPTION: Anchored masonry veneers in accordance with Chapter 14 are not required to meet the tolerances in Section 3,3G(1) of ACI 530.1/ASC 8/TMS 602. $1403.2.2 Height of anchored veneer and supports $1403.2.2.1 Anchored veneer shall be vertically supported on footings, foundation walls or other approved noncombustible structural elements. Wood foundations meeting the requirements of S1804.8 are permitted to vertically support anchored veneer. $143.2.4 Masonry veneer anchored to wood framing shall be attached with corrosion–resistant corrugated sheet metal and metal and shall be not less than 0.029 inch (0.74 mm) by 7/8 inch (22.2 mm) wide or corrosion–resistant ties of ? wire and shall not be less than W 1.7 wire (3.76 mm) with ends of the wire bent to a 90–degree (1.6–rad) angle to form a hook not less than 2 inches (51 mm) long. The metal ties shall be embedded in the mortar joint a minimum of one–half the veneer thickness. Each metal tie shall support not more than 3 sq. ft (0.28 m?2) of wall area with a maximum spacing of 18 inches (457 mm) vertically and 32 inches (813 mm) horizontally. When anchored veneer is applied over wood frame, the studs shall be spaced a maximum of 24 inches (610 mm) on center horizontally and be faced with sheathing materials as specified in Table 2308.2.2B on both sides. A 1–inch (25.4–mrYl1 minimum air space shall be maintained between STONE Typical Instal!,,1tio.,s: WOOD FRAME: In sequence: 1) sheathing 2 weather -resistant barrier, 3 galvanized metal lath 4 mortar, (5 cultured stone ® manufactured stone veneer, 6 mortar joint. WEATHER BARRIER aper SHEATHING PAPER WHERE R CLEARENCE FROM 'ICAL SIDING FLASHING WHERE CHANGES IN WOOD FINISHES OCCUR `\��1i41fflf/ Oq4\LLIAA4 0 %, Q "X. 2• "0 ov r cc Z 10 ST TE OF '• FZOR10 %�� N SS/ONAL /101 I t 411\\ REVISED: REVISED: REVISED: REVISED: PERMIT ISSUE: E H— O C -D W U � � z � CL LLJ > @ CL LL_J o Z O 0z c0 �- L� I . L� (-D Q —J 0 U U-) w z o U o z �� LC-)U� -D I,I O z LJ I . ^ C) = �z/ O O W Q U w z _z o Q N z z -16 CCD � J � LL_ Q LLJ C/) O (/) Z � U > w Z0 w WQ ¢ W Z � O 0 Q Q U O Q j z w C Cn E-(-DLUW-)JLJ -J�=� GnD �CD wCQzw > JZ LL=( — r 0 w� 0 0 0 0 V) U)a-L`'> =wwJ � 0C) L, LLJ � (J) (-) C D W W U (/� I x J 1 Q W OQQJ� �Cn LLJww J w w =D _� CL U D C) a C/ -)U O Q Q— Q Q z cr) cn z C/-)Li O I�QU� C) ���Z� Z�L-,J-_J Q�0 [LIZ _ 00 OQ = wO w C/-) w Q >= >< ��wocn CD =zwzz LLJU zwcno=QQ Qz(.Doo �I'az���z LLJ O WC/-) Q W Z C/) I— O Q mwQ0=D QWCL0UCZ� C/')= w LLJ � (D CFI (r) — =�=ww w—tz� CFI �LLJ oF-w r F--a- W � O U Q - O Q U jn Vl = o co –J Co W CV N � C) Ln M X c/) � 0 � N Z = m Q ^ d - Ir O Q O CVILF WILDER v P.O. BOX 16300 FERNANDINA, FLORIDA 32035 (904) 838-4065 SCALE: 1 /'4"=1'-0" DRAWN BY: MTH JOB NW,1BER:127918 CHRIS & JENN LAGNER 278 SEMIVOLE RD. ATLANTIC BEACH, FLORIDA F! ASHING DETAILS MAP OF BOUNDARY SURVEY LOT 468 AND THE N Y2 OF LOT 469, PLAT OF SECTION 1, SALTAIR AC ORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 8, OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. LOY 465 -Il 0 0o h' LOT' 456 4 0��' Y 9.5) PREPARED FOR: JENNIFER A. LAGNER FOR THE BENEFIT OF: COLE BUILDERS LOY 467 k18�► EiRF Fqs�10Qoo , •(9.5) 00. •(9.5) � i(9.Sj Ov \\ \ L 07 4 6 7 .(10.0) \� FOUND YL" •(10.2) IRON ROD SURVE) 1) The "Legal the descri 2) Undergroul •(10.3) vJ'8y W ?4 ). •(9.5) (9 4) FOUND" IRON PIPE PINCHED / L, ^moo I ..<(.) 6 99` 0 00, By LOY 469 -iption" hereon is in accord with the provided by the client. improvements were not located or shown. 3) Lands shown hereon were not abstracted by this office for easements, rights—of—way, ownership or other instruments of record. 4) Bearings based on S 22'04'42" W for the Northwesterly Right— of—Way Line of Seminole Road, (Assumed). 5) Fence ownership, if applicable, has not been determined by this office. Fences are drawn out of scale in order to accentuate their relationship to property lines. Fences are not deemed to be encroachments unless ownership is apparent. FOUND Y2 IRON PIPE 6) "Unless it bears the COLOR signature and the original raised seal of a Florid licensed surveyor and mapper, this map/report is for informational purposes only and is not valid. FOUND }¢" 7) The property shown hereon lies within flood zone " X " as IRON ROD & CAP per F.E.M.A, Flood Insurance Rate Map, Panel 12031C0409H. "LB 1704" Dated 06/03/2013 . 8) Unless othe Ise noted Measured angles and distances are the some as Plat or Deed angles and distances. 9) Notice of Liabilit4 This Survey is certified to those / CV DHE PROPERTY ADDRESS: 278 SEMINOLE ROAD "L 4� I ,�. °. (9.03) A� 9.08> q 0� � O OV 0 4..�. DHE — 0 OOH O V OHE L TOPOGRAPHIC NOTES: 1)(10.2)Denotes spot elevations 2) Elevation Datum is based on NAVD 1988 3) The Benchmark used was M688. Individuals shown on the face thereof. An other use, Y T.EGEND: (DENT. =IDENTIFICATION REC. =RECORD — GAS METER benefit b A C - AIR CONDITIONER L = ARC LENGTH RNG = RANGE LIGHT POLE or reliance an other art Is strict) prohibited Y Y party Y AKA = ALSO KNOWN AS MEAS. = MEASURED R/W - RIGHT OF WAY S - SANITARY MANHOLE and restri ted.The Is Surveyor responsible only to those B.R.L = BUILDING RESTRICTION LINE MON. = MONUMENT SEC - SECTION ®= SEWER CLEANOUT Y P Y CALC. = CALCULATED N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM TWP - TOWNSHIP m = TELEPHONE PEDESTAL certified and herebydisclaims an other liabilityand hereby Y Y CD = CHORD BEARING O.R.B. - OFFICIAL RECORD BOOK —OHE— = OVERHEAD ELECTRIC ®- TELEVISION PEDESTAL CD CHORD DISTANCE P.C. = POINT OF CURVATURE —UGE— = UNDERGROUND ELECTRIC 'Cl, UTILITY POLE restricts ihe rights of any other individual or firm to Use CONC. = CONCRETE P.I.N. = PARCEL IDENTIFICATION NUMBER X — = FENCE AS NOTED ® - WATER METER this survey without the express written consent of the CMP = CDRRUGATED METAL PIPE O.B. = DEED BOOK P.O.B. = POINT OF BEGINNING P.O.C. = POINT OF COMMENCEMENT = CENTERUNE CENTRAL ANGLE - SET L4 4• CONC. MON. & DISK (LB 7366) Surveyor. ELEV. = ELEVATION F.F. - FINISHED FLOOR P.T. = POINT OF TANGENCY R = RADIUS = DRAINAGE MANHOLE = ELECTRIC METER = SET 1/2• IRON ROD & CAP (LB 7366) �= FOUND IRON AS NOTED INV. - INVERT RCP = REINFORCED CONCRETE PIPE 7(= FIRE HYDRANT - FOUND MONUMFNT AS NOTFn ted%en W. Ho" an, Psi " P. 0. Box 977, Yulee, FL 32041 (904) 225-0597 * FAX (904) 548-0456 *surveyor98©comcost.net* -- — 18095 THE INFORMATION SHOWN HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION, ,4722..02 , FLORIDA STATUTES. BY: 14, lvm wt � STEPHEN W. HOFFMAN FLORIDA REGISTERED SURVEYOR AND MAPPER CERTIFICATE No. 5774 CALE: 1"=20' ATE: 0808 /14 18 RN BY: SWH KD BY: SH 06 No: 18055 .B. NO: DC AGE NO FILE PROFESSIONAL LIABILITY INSURANCE MAP OF BOUNDARY SURVEY LOT 468 AND THE N Y2 OF LOT 469, PLAT OF SECTION 1, SALTAIR ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 8, OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. i LOY 466 1) x A, (10.3) PREPARED FOR: JENNIFER A. LAGNER FOR THE BENEFIT OF: COLE BUILDERS LOT' 467 abs 6 S s)s S1 4 k re+ F SRF �� 0 Fqs)� 0 00, f 0 •(9.5) (9 4) FOUND" IRON PIPE PINCHED 0 /�p n• �4,1 ^ 0o h' LOY 456 O ��JJ 2) Undergrdlund improvements were not located or shown. n` COO •(10.0) 24, 3) Lands shown hereon were not abstracted by this office for 4 \ LCZ \ \ ro rye. .' �N 9.5) N •(B-9) 4) Bearings) based on S 22'04'42" W for the Northwesterly Right— A of—Way Line of Seminole Road, (Assumed). N \ 5) Fence ownership, if applicable, has not been determined by •(9.9) this office. Fences are drawn out of order LOY 467 \ not deemed to be encroachments unless ownership is apparent. •(10.0) FOUND Y2" 3) The Benchmark used was M688. IRON ROD t bears the COLOR signature and the original raised seal x A, (10.3) PREPARED FOR: JENNIFER A. LAGNER FOR THE BENEFIT OF: COLE BUILDERS LOT' 467 abs 6 S s)s S1 4 k re+ F SRF �� 0 Fqs)� 0 00, f 0 •(9.5) (9 4) FOUND" IRON PIPE PINCHED Ajl', j X00 og 8r. LOY 46g \ PROPERTY ADDRESS: 278 SEMINOLE ROAD 1 /(9.15) I •(9.2 ani FOUND , / �1 f IRON PIPE PE C —� HE — OHE j4 9.06) p 0� ,.s� Q �t ,�, p O 4 S100 ,W 4� OHE 4 pHFj�-_ OHE -� SURVEY NOTES: ^ 288 /�p n• �4,1 ^ 3 � OB) •(9.66)' 1) The "Legal Description" hereon is in accord with the�� O ��JJ 2) Undergrdlund improvements were not located or shown. n` COO •(10.0) 24, 3) Lands shown hereon were not abstracted by this office for \ \ LCZ \ \ ro rye. •(9.8) Ajl', j X00 og 8r. LOY 46g \ PROPERTY ADDRESS: 278 SEMINOLE ROAD 1 /(9.15) I •(9.2 ani FOUND , / �1 f IRON PIPE PE C —� HE — OHE j4 9.06) p 0� ,.s� Q �t ,�, p O 4 S100 ,W 4� OHE 4 pHFj�-_ OHE -� SURVEY NOTES: '(°27� `/ , 0 1) The "Legal Description" hereon is in accord with the�� the description provided by the client. ��JJ 2) Undergrdlund improvements were not located or shown. n` 3) Lands shown hereon were not abstracted by this office for easements, rights—of—way, ownership or other instruments of record. 3 4) Bearings) based on S 22'04'42" W for the Northwesterly Right— A of—Way Line of Seminole Road, (Assumed). "� TOPOGRAPHIC NOTES: 5) Fence ownership, if applicable, has not been determined by `7 1)(10.2) Denotes spot elevations this office. Fences are drawn out of order Yale s. accentuate their relationship to property lines. Fences are s 2) Elevation Datum is based on NAVD 1988 not deemed to be encroachments unless ownership is apparent. "Unless 3) The Benchmark used was M688. 6) t bears the COLOR signature and the original raised seal of a Flo do licensed surveyor and mapper, this map/report is for infor ational purposes only and is not valid. 7) The property shown hereon lies within flood zone"_ (�" as FOUND Y2" IRON ROD & CAP per F.E.M.A. Flood Insurance Rate Map, Panel 12031C0409H. "LB 1704" Dated 8) Unless o herwise noted Measured angles and distances are the same a Plat or Deed angles and distances. 9) Notice of Liabilitv This Survey is certified to those individuaills shown on the face thereof. An other use, Y (DENT. =IDENTIFICATION REG. =RECORD -GAS METER g� benefit or reliance b an other art Is strict) prohibited Y Y party Y A C =AIR CONDITIONER L = ARC LENGTH RNG = RANGE LIGHT POLE AKA = ALSO KNOWN AS MEAS. = MEASURED R/W - RIGHT OF WAY (SJ - SANITARY MANHOLE and re tricted.The Surveyor is responsible only to those Y P Y certified and hereby disclaims liability hereby B.R.L = BUILDING RESTRICTION LINE MON. = MONUMENT SEC - SECTION IM SEWER CLEANOUT &I -C. = CALCULATED N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM TW - TOWNSHIP m = TELEPHONE PEDESTAL CB = CHORD BEARING O.R.B. - OFFICIAL RECORD BOOK any other and restricts the rights of any other individual or firm to use —OHE— = OVERHEAD ELECTRIC ®- TELEVISION PEDESTAL CD - CHORD DISTANCE P.C. = POINT OF CURVATURE —UGE— = UNDERGROUND ELECTRIC cj, - UTILITY POLE CONC. = CONCRETE P.I.N. = PARCEL IDENTIFICATION NUMBER X — = FENCE AS NOTED ®= WATER METER this survey without the express written consent of the CMP = CORRUGATED METAL PIPE P.O.B. = POINT OF BEGINNING = CENTERLINE D.B. = DEED BOOK P.O.C. = POINT OF COMMENCEMENT CENTRAL ANGLE = SET L4 4 CONC. MON. & DISK (LB 7366) EL,EV. =ELEVATION P.T. =POINT OF TANGENCY =DRAINAGE MANHOLE �= Surveyor. SET 1%�2" IRON ROD &CAP (LB 7566) F.F. -FINISHED FLOOR R = RADIUS = ELECTRIC METER = FOUND IRON AS NOTED INV. - INVERT RCP = REINFORCED CONCRETE PIPE = FIRE HYDRANT ■ - FOUND MONUMENT AS NOTED THE INFORMATION SHOWN HEREON MEETS THE MINIMUM SCALE: TECHNICAL STANDARDS SET FORTH BY THE FLORIDA +� yti TT—T•y�,y W. Hoffman, BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS /" DATE: 08/14/18 �y� l .�J 1. �N f fi-' f IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, DRN BY: SWH PURSUANT TO SECTION 472.02 FLORIDA STATUTES. P. 0. Box 977, Yulee, FL 32041 CKD BY: SH (904) 225-0597 * FAX (904) 548-0456 BY- Job NO: 18055 *surveyor98@comcost.net* PHEN W. HO AN F.B. NO: DC FLORIDA REGISTERED SURVEYOR PAGE No FILE AND MAPPER CERTIFICATE No. 5774 THE S RVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE. DWG No. 1805 ,DWG 46'10'- 12'4' 0 0" co v�Q U U U CJ50 R1 m 'l - Lo Ln in un U U U CJ54 un m u CJ49 CJ53 P Li LJ LSI Li W W CJ48 CJ52 cu Ln u-1 Ln , B2 /Y�, u U u EJ47 t6 EJ46 , C28 ` C33 CJ54 C27 ` CJ53 — C26 CJ52 C25 CJ48 CJ49 CJ50 ;o N i 6'2' EJ38Z. EJ39CD EJ40, cu 0i W W C4 W W Cx1 W Cq a1 Fs -1 FU U m N �J41 2' 4" DC C24 777, EJ37 L s'to' C23 VA07 1'7' CD � m Z. M A04 o U U U A08 °� _ _ �N — A09 1� A05 f--4 - ----- 8'6'----I --- 20'- — 46'10' JOB: 530318 LOC: 278 SEMINOLE RD PLAN: LAGNER DESIGNER RH PITCH: 6/12 OVERHANG: 16" WIND CODE: 130 MPH - EXP D - CLOSED FLOOR SYTEM: 16' SYS42 ALL TRUSS PLATES ARE ALPINE PLATES ALPINE WAVE PLATE APPROVAL # 1999.3 ALPINE HS PLATE APPROVAL # 1999.2 HANGERS ON JOB ARE AS FOLLOWS UNLESS NOTED OTHERWISE APPLICATION PART # APPROVAL # 1 -PLY TRUSS HTU26 FL10655.8 2 -PLY TRUSS HGUS282 F1_10655.1 E cocr- ® - 8'-1" BRG HGT a T a Qi �r� Ns a REVISED 7--12-18 a-- �L U� �`ie� iGLsi �6 z 1 V o I �� E m> ,`(nii M o ~Q"sem w a o � �i R �0 V J Q� o' 0 N N J N N aC) mo p m � N QOi a E cocr- ® - 8'-1" BRG HGT a T a Qi �r� Ns a REVISED 7--12-18 a-- �L U� �`ie� iGLsi �6 z 1 V o I �� E m> ,`(nii M o ~Q"sem w a o � �i R rol 1 0 o � Ln N N 00 3050 5h 3050 5tt SLOPED TO (3) KINE, STUD EA. SIDE \ HPR (2) 248 HPR (2) 2x8 — — — — `\ WIPTH 3'-3" wlvm 3'-3" `\ I FOYER 0 2(�vg DKr. DR. \ (1) JACK STIP EA. SIDE (1) JACK STIP EA. SIDE \ I G.f"I. 1d -d' \ 2) KING ST W EA SIDE aOPED TO (2) KING STIP EA 507E — � 3' _ 6" 6' -10" �- ----- ----- ;-- Id-d -I& 24'-", Q0 5-10" 6'-2 36' PRE-fA� WOOD WINO FIREPLAX W/ HEARTH, SEE. °MER 1 GREAT ROOM VAJL.TEP TO 1 A-7 0I eiO To----- �------ 12'-4» Qo d -d' • �PizOOM 2 4'_3„ g'-6" 4'-3" 6'-4" 6'-0" 2'-4" 7 5'-d' - VN 4242!'HHAlf / 5. MINIMUN COVER FOR REINFORCING SHALL �E 3" FOR FOOTINGS, AND (ENTER IN SLABS. WALL W/ 6. REINFORCING BAR SPLICES FOR #5 BAR SHALL �E V' MIN_ AND HOOKS SHALL MEET AGI I5" EATINE, 6" 46'- 10" LEDE,E DURING PLACING OF CONCRETE. v t2 5-0" — — — — :::—.._..—..— STI '"ENTOH (f'm) NOT LESS THAN 1350 PSI (A5TM-6-90 STANDARD 60N(/RETE MA50NARY uNr > — — — — —..—..—..—.. 9. ALL WOOD SHALL �E Fb=1150 PSI MIN. `ALL WOOD IN CONTACT WITH 60N6 -RETE SHALL �E 55URE TREATED (P.T.) • HDR (2) 2x5 SECTION SHT A-7 FOR 5PAONO 3050 5rI 2 2x8 ANP LOCATION TYPICAL HPR(2) 2x80 6 / 4X4 Pr WOOF P05T WRAPPED W/ HARDY -BOARD III ::: GOV EREP III PO 6H IW�vT�t( 3'-3" (1) ,1ALK TtA EA. sl wlDm 3'-3" / 9-sbwro(I) ,a VK 5TVEA. SIPE -TIP EA. SIDE & (2) 2x12 HEAPERS (1) JACK STL EA. SIDE 2 KING AI3NE, TYP. 2 (2) KING STIP EA SIDEco 4065 PI -FOLD A-� (2) 2665 5C, III FRENch Do0R5 �o MA,�T�izP{z00�( III �N AULTEP TO Id -O" Y� • \ MPR (2) 2x10S�PE_v � — –� — — TO — — — N \ wIDTI-I 54' / ' 2'- (2) WK 5TlP EA 51PE \ 3050 5h 3050 5tt SLOPED TO (3) KINE, STUD EA. SIDE \ HPR (2) 248 HPR (2) 2x8 — — — — `\ WIPTH 3'-3" wlvm 3'-3" `\ I FOYER 0 2(�vg DKr. DR. \ (1) JACK STIP EA. SIDE (1) JACK STIP EA. SIDE \ I G.f"I. 1d -d' \ 2) KING ST W EA SIDE aOPED TO (2) KING STIP EA 507E — � 3' _ 6" 6' -10" �- ----- ----- ;-- Id-d -I& 24'-", Q0 5-10" 6'-2 36' PRE-fA� WOOD WINO FIREPLAX W/ HEARTH, SEE. °MER 1 GREAT ROOM VAJL.TEP TO 1 A-7 0I eiO To----- �------ 12'-4» Qo d -d' 9.9 1 W �-7 & 20 . DR\ 1 rn ATH O • M N O 2(068 DKr. DR owl WIG 6M I T N KI 1 , - G.H Id- „ I 1 �------ ROD & SHELF I � I HVAC REF_ — — — J —_ co 5068 ISI -FOIA 5 SHELVES - • �PizOOM 2 � c PSI @ 28 DAYS 0 7 5'-d' - VN 4242!'HHAlf / 5. MINIMUN COVER FOR REINFORCING SHALL �E 3" FOR FOOTINGS, AND (ENTER IN SLABS. WALL W/ 6. REINFORCING BAR SPLICES FOR #5 BAR SHALL �E V' MIN_ AND HOOKS SHALL MEET AGI I5" EATINE, 46'- 10" LEDE,E DURING PLACING OF CONCRETE. v t2 5-0" SHALL HAVE ULIMATE GOIvh-)RESSIVE STI '"ENTOH (f'm) NOT LESS THAN 1350 PSI (A5TM-6-90 STANDARD 60N(/RETE MA50NARY uNr > 9. ALL WOOD SHALL �E Fb=1150 PSI MIN. `ALL WOOD IN CONTACT WITH 60N6 -RETE SHALL �E 55URE TREATED (P.T.) • HDR (2) 2x5 SECTION SHT A-7 FOR 5PAONO ANP LOCATION TYPICAL WIDT V-3" (1) JACK STL EA. SIDE (2) KING STIP EA SIDEco 4065 PI -FOLD • Y� - Fop&SI • N G. ' D 2'- 6'-0" 5'-8" IUF --Q0�Df�00M #3 co G.h. 8 • . 1 o HDR (2) 2x5 WIPTH A'-3" (1) W \STIP EA SIDE GOVERE 9.9 1 W �-7 & 20 . DR\ 1 rn ATH O • M N O 2(068 DKr. DR owl WIG 6M I T N KI 1 , - G.H Id- „ I 1 �------ ROD & SHELF I � I HVAC REF_ — — — J —_ co 5068 ISI -FOIA 5 SHELVES - 14'-4" PSI @ 28 DAYS Ln II� 7 2'-0” VN 4242!'HHAlf / 5. MINIMUN COVER FOR REINFORCING SHALL �E 3" FOR FOOTINGS, AND (ENTER IN SLABS. WALL W/ 6. REINFORCING BAR SPLICES FOR #5 BAR SHALL �E V' MIN_ AND HOOKS SHALL MEET AGI I5" EATINE, 46'- 10" LEDE,E DURING PLACING OF CONCRETE. v 9.9 1 W �-7 & 20 . DR\ 1 rn ATH O • M N O 2(068 DKr. DR owl WIG 6M I T N KI 1 , - G.H Id- „ I 1 �------ ROD & SHELF I � I HVAC REF_ — — — J —_ co 5068 ISI -FOIA 5 SHELVES - 14'-4" PSI @ 28 DAYS 22"xAr �- 7 2'-0” ROD & SHU ATTIC MZIJ5� / 5. MINIMUN COVER FOR REINFORCING SHALL �E 3" FOR FOOTINGS, AND (ENTER IN SLABS. 20'-0., 6. REINFORCING BAR SPLICES FOR #5 BAR SHALL �E V' MIN_ AND HOOKS SHALL MEET AGI STANDARDS. 46'- 10" POSITION WITH STANDARD A((E550RIE6 DURING PLACING OF CONCRETE. v t2 5-0" SHALL HAVE ULIMATE GOIvh-)RESSIVE STI '"ENTOH (f'm) NOT LESS THAN 1350 PSI (A5TM-6-90 STANDARD 60N(/RETE MA50NARY uNr > 9. ALL WOOD SHALL �E Fb=1150 PSI MIN. `ALL WOOD IN CONTACT WITH 60N6 -RETE SHALL �E 55URE TREATED (P.T.) D SECTION SHT A-7 FOR 5PAONO (2) KINE, 5TLD EA SIPE • • IAL9506H :2'-4" 4'-10" 7'-2 4'-3" 4'-3„ 2 �X4 PT WOOD POST 6,. 6" WRAPPED W/ HARPI-BOARD & (2) 2.4 HEADERS AME, TYP. 7-8 �„ Gl1RD HPR (2) 26 3068 56 WIDTH 3'-3" (1) JACK STLD EA SPE (2) KIW STIP EA SIDE 36„xW (iONGRETE STOOP 0' OVERHEAD OARAGE DOOR I4„> I/34 LVL. ASV. (3) JACK 5TUD5 (3) KING STUDS 4'-0” 14'-4" PSI @ 28 DAYS -6» 3. WO -RP WIRE FA15RI6 TO ASTM A -I85. 2'-0” j'-0„ 5. MINIMUN COVER FOR REINFORCING SHALL �E 3" FOR FOOTINGS, AND (ENTER IN SLABS. 20'-0., 6. REINFORCING BAR SPLICES FOR #5 BAR SHALL �E V' MIN_ AND HOOKS SHALL MEET AGI STANDARDS. 46'- 10" POSITION WITH STANDARD A((E550RIE6 DURING PLACING OF CONCRETE. 8. '-1 LLOW CONCRETE MA50NARY �1-06K5 ((.M.U) FLOOR PLAN U' o Ln Ln G -NERAL NO ES 1.) THIS PLAN 15 TO PROVIDE GENERAL DESIGN DATA ONLY, AND TO �E A SOURCE OF INFORMATION FOR ESTIMATING, PLANNING- AND THE PRODUCTION OF OTHER TE(HNI(,4L INPUT �Y THS_ STRUCTURAL ENGINEER NEEDED), THE (ONTRA(TOR AND 6U�60NTRA6TORS AND MATERIALS SUPPLIES. IN ANP OF ITSELF IT 15 ONLY A PORTION OF THE INFORMATION REgUIRED FDR PERMITTING ANP SHALL �E ACCOMPANIED �Y ENGINEERING NEEDED)/ TECHNICAL DATA PRODUCED $Y OTHERS IN ACCORDANCE WITH THE FLORIDA MILDINO DOPE WIT 2.) oNPLIAN(/E WITH SECTION 1/00 OF THE FLORIDA BUILDING GORE 2017 (WIND ENOINEEKNG IF NEEDED) SHALL �E THE RE6PON61MITY OF THE STRUCTURAL ENGINEER. 3.) ROOF AND/OR TRUSS ENGINEERING SHALL pE PROVIDED �Y THE TRUSS SUPPLIER. THE TRUSS SUPPLIER SHALL PREPARE ENGINEERED DRAWINGS INP16ATINO TRUSS PLA(/EMENT, GIRDER L.P(ATIONS, TRUSS TO TREYS (ONNE(TIONS, �EARINO REQUIREMENTS ANP ANY POINT DAPS. 4.) SITE ANALYSIS OR PREPARATION 15 NOT A PART OF THIS PLAN AND 15 THE RESPONSIBILITY OF THE OWNER/ CONTRACTOR. 5.) WINDOWS TO �E DOUBLE OL.AZED. SIZES ARE NOMINAL AND MAY VARY WITH THE MANUFACTURER. IT SHALL �E THE CONTRACTORS RE6PON61MITY TO PROVIDE MANUFACTURE'S DATA FOR DOORS AND WINDOWS THAT COMPLY WITH WIND PRESSURE REQUIREMENTS SET %Y THE STRUCTURAL ENOINEER. 6.) HVAC, UNIT AND DUCT DESIGN, AND MANUAL J REPORT TO �E PROVIDED �Y THE HVA( 6091TRA(TOR. 7.) ;@INET AND MILLWORK DETAIL IS NOT PART OF THIS PLAN. THE PLAN IS A GENERAL PESION ANP THESE DETAILS SHALL �E THE RE6PON61MITY OF THE OWNER ANP/ OR CONTRA(,TOR. 8.) THE WILDER/ CONTRACTOR MUST VERIFY ALL DIMENSIONS, SIZES AND DETAILS PRIOR TO (ONSTRU(TION. THE DESIGNER DOES NOT ASSUME LIAILITY FOR ANY ERRORS ANP OR OM SSIONS, ALL GOVERNING GORES ANP REOULATIONS SHALL SUPERSEDE THESE DRAWINGS 1. F,90TING DESIGN IS �ASEP ON MIN. SOIL FEARINO (APA(ITY OF 2000 P5F @ 95% DENSITY. 2. ALL CONCRETE SHALL HAVE A MIN. F'c = 4000 PSI @ 28 DAYS 3. WO -RP WIRE FA15RI6 TO ASTM A -I85. 4. ALL REINFORCING STEEL 6dAId--Z,4NFORM TO ASTM - @615, GRADE 40. i 5. MINIMUN COVER FOR REINFORCING SHALL �E 3" FOR FOOTINGS, AND (ENTER IN SLABS. 6. REINFORCING BAR SPLICES FOR #5 BAR SHALL �E V' MIN_ AND HOOKS SHALL MEET AGI STANDARDS. 7. i%LL REINFORCING SHALL �E HELD SE(URLEY IN POSITION WITH STANDARD A((E550RIE6 DURING PLACING OF CONCRETE. 8. '-1 LLOW CONCRETE MA50NARY �1-06K5 ((.M.U) SHALL HAVE ULIMATE GOIvh-)RESSIVE STI '"ENTOH (f'm) NOT LESS THAN 1350 PSI (A5TM-6-90 STANDARD 60N(/RETE MA50NARY uNr > 9. ALL WOOD SHALL �E Fb=1150 PSI MIN. `ALL WOOD IN CONTACT WITH 60N6 -RETE SHALL �E 55URE TREATED (P.T.) THREADED ROP 5Y5TEM, WALL SECTION SHT A-7 FOR 5PAONO ANP LOCATION TYPICAL LIVID AREA GARAGE COVERED ENTRY COVERED PORCH TOTAL UNDER ROOF FOOTAGE LEGEND 1658 433 113 _ 103 2307 t r" U 0 w SCANNED Date: REVISION BP##_kt;/d'v�/ DATE/ SIGNED eT7 . C0� VxGENSF No. 7 °C , • 441- 0 s 0 �i��S'• .40 ONA A. 11(11 Q LLJ V) REVISED: 9/13/18 REVISED: REVISED: REVISED: PERMIT ISSUE: O U z U C� w U � � z E LiJ > L -J o0 O z z Q0 � z o -rd-Q) LTJ � N � LL - CD U r� Z C U z Q::� w .moo z�v � Lc) ( Un W O z z z - --� C:) pf-- z �_ OUw Q>� z Q I � = W U CD r Q c)) N � � Q cri o f zo w o CK p z J p w � O � Z Q U > jC) r) cw�z ozooN Q�O— cncn w � O Jryw � — '-- F0 cwnw����_� jQzLL LL -::D ��(% F-tYww~ OOQp _j LL, cnrz�>w F- ww�rr N o w o v N, Q x �_ V) U� Q p w trQQ� �(/)� ww O ma- —� LLJ cl-- � F- � o (D N c� :Z M < � �3zzN z Jvocnoz Cy z�w�� Q�o¢WKF- pwpVQ 8� rl.cnw UNC—= 8) >: \��ocn cn CDLLJi>-=Zw�z z rr cn O = ozCDoo��zN��z �OUn i= Q rrw �Q �NwV)Q rr�=)cn�0 En = p of J LL- c) =) U Z CD wmwrrCD cnwo�Ncn ~o�w����� �o � W � oU-)z o CU) C M UOtA I CO ~ L N N o Ln m x cn � Z o c)!� N °° o d- �aCD o a- V) — P.O. BOX 16300 FERNANDINA, FLORIDA 32035 (904) 838-4065 SCALE: 1/4"=l' -O" DRAWN BY: MTH JOB NUMBER: 127918 CHRIS & JENN LAGNER 278 SEMINOLE RD. ATI-k\ITIC BEACH, FLORIDA FLOOR PLAN SPRAY FOAM INSULATION UNDER ROOF DECK 1/2 )) GYP. BD. CEILING W/MIN. INSUL. ABOVE DOUBLE 2x4 No.2 SYP TOP PLATE. FASTEN W/(2) ROWS 10d 16" O.C. STAGGERED. MIN. 24" LAP W/(12) 10d E N LAP. TOP PLATE TO STUD WITH SP6 W/(6) 10d @ 32, ANCHORING- 1/2" DIA. RODS @ CORNERS, OPENINGS & MAX " SP. ON STRAIGHT SIDE 6" EMBEDMENT EPDXY IN W/ SIMPSON SET OR - R-13 WALL INSULATION 4" CONC. SLAB W/ 6x6 10/10 W.W.F. OR FIBERMESH CONC. 6 MIL. VAPOR BARRIER PERIMETER WALL FTG. W/2-#5 CONT. FIBERGLASS SHINGLES ON PEEL & STICK OVER 5/8" OSB ROOF DECK. NAIL 4" O.C. EDGES, 8" O.C. FIELD WITH 8d COMMONS. 1/2 " N U T tel/ 3" x 3' 3/8" WASHER GALV. DRIP OVER P.T. 1x2 1x8 ALUMINUM FAS( P.T. 2x6 SUB FASCI VINYL SOFFIT 3/8"d ALL THREAD 48" O.C. 7/16 )) ZIP WALL PANELS 2x4 @ 16" O.C. & EXTERIOR COVERING. WALL NAIL SCH. 4" EDGE, 8" STANDARD COUPLE[ 2x4 No.2 SYP P.T. PLATE W/ 3/8" ALL THREAD @ 48" 0. C W/2" SQ. x 1/8 )) WASHERS FAS3 W/(6)10d AT 24" O.C. ')YP STUDS WEATH ERSEAL DRILL 5/8" HOLE 4 1/2 MIN DEPTH, CLEAN REMOVE DUST, FILL 1/2 - 3/4 FULL W/ HIGH STRENGTH EP )XY, INSERT ANCHOR AS PER MANUF. RE UIREMENTS FIN. GRADE 1 ,-0, SECTION THRU EXTERIOR WALL SCALE -NOT TO SCALE SEE HE Jnr-D�i ACC cuimr_i nNl PFFI � STICK L 40 PT 4" CON 6x6 1 C OR FIB 6 MIL. PERIME W/2-#5 CONT. SECTION TH RU PORCHES SCALE: NOT TO SCALE lk SEE TRUSS DRAWINGS 8c ATTACHED SCHEDULE GALV. DRIP OVER P.T. 1x2 1X8 ALUMINUM FASCIA P.T. 2x6 SUB FASCIA VINYL SOFFIT FIN. 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