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1380 Camelia St new single-family home permit s� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 fo) INSPECTION PHONE LINE 247-5814 RESIDENTIAL - NEW SINGLE FAMILY RESIDENCE MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RES17-0061 Description: NEW SINGLE FAMILY Estimated Value: 198705.7 Issue Date: 11/30/2017 Expiration Date: 5/29/2018 PROPERTY ADDRESS: Address: 1380 CAMELIA ST RE Number: 171050 0205 PROPERTY OWNER: Name: PRETT DEVELOPERS LLC Address: 888 KINGMAN RD HOMESTEAD, FL 33035 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: BUILDING UNLIMITED ROOFING & SOLAR Address: 12620-3 BEACH BLVD # 181 JACKSONVILLE, FL 32246 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. * 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. City of Atlantic Beach APPLICATION NUMBER JS 1� Building Department (To be assigned by the Building Department.) 800 Seminole Road t Atlantic Beach, Florida 32233-5445 006, Phone(904)247-5826 - Fax(904)247-5845 `7 �!9;tN' E-mail: building-dept@coab.us Date routed: City web-site: http://wvvw.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: � � T De artment review required Yes o f uildin Applicant: bi �I l� 1.�K1 (_1.i•'Vkt r G anning &Zoning ATreedministratorProject: _ i L WorksUtilitieuc 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: roved. []Denied. . ❑Not applicable (Circle one.) Comments: (!T5� PLANNING &ZONING Reviewed by: Date: 7c.?4 f? TREE ADMIN. Second Review: A roved as revised. pp ❑Deni ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date.- 10-27'/-7 FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: `x/19/2017 S r�Tl � S CITY OF ATLANTIC BEACH r 800 Seminole Road r Atlantic Beach,Florida 32233 x1,31 9' REVISION REQUEST/ CORRECTIONS TO PLAN REVIEW COMMENTS Date i Revision t sued Permit Corrections to Comments_ Permit#(ECS 1 7-� U Project Address C) (I12rfncs' Contractor/Contact Name--R C)( ('C� t 1\,p a �) KJU-ncrec� Phone 9-S ¢ ` 3 - © � ('�� Email KEV i N m A P--r i N k eA LTA1 Description of Proposed Revision/Corrections: Permit Fee D $ 15C� 00 StLD G LE Pyr Ly 1 -- omC-- - 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 x Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: T e Fi din /71�- anning &Zoning Reviewed By minis rator IC) -7,/ 77 � Date Fire Services CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach,Florida 32233 Telephone(904)247-5800 FAX(904)247-5845 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: -��_ i�7 Received by: Resubmitted: Permit Number: Original Plans Examiner: Project Name: Project Address: ,3130 Contractor: A-,, V ,o .�1,m,k�(4) Contact Name: Contact Phon3(,o- -7s i Z Co a-mat : z .�, .�. \e v�� r s evtston Plan Check/Permit Fee(s)Due: $ C 'C Description of Proposed Revision to.Existin\g Permit ({ : afq Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signing below.l(print name) 3VIL �oC c� _ ____ aliirm that the above revision is inclusive of the proposed changes. lh�' \01u� Signature of Contractor fjkgent(Contractor must sign if increase in valuation) Date n Office I Ise Only Date: 0 -� /' 7 Approved: Rejected: Notified by:_ Plan Review Comments: e1i N ent review re uired Yes No Buildin Planning&Zoning !� Tree Administrator Plans Examiner -flu—blic Work ! d 'a 77 ublic Utl 1 --^ SSE' a Date Canted 4113/16 Rev 3 �� Fire Services CITY OF ATLANTIC BEACH J' Sty 800 Seminole Road Atlantic Beach Florida 32233 T OFFICE COPY Telephone(904)247-5800 FAX(904)247-5845 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: 1l 1 1'1 Received by: Resubmitted: Penult Number. (Z,trS 1-1- ool.k Original Plans Examiner: Project Name: Project Address: l3? i Contractor: Contact Name: j Contact Pho 3t.a- S i'L Conta Revision/ tan Check Permit Fee(s)Due: $ rso.ootj 1 i Description of Proposed Revision to Existing Permit: r - si c zon-knig Per P a"Asr" S i Additional Increase in Building Value. $ Additional S.F. Site Plan Revised: Public W/U Approval: i i By signing below.l(print name)___ affirm that the above revision ; is inclusive of the proposed changes. Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date Office Use Only 2 2- t Date: �� ' 7 Approved: Rejected: NotifiedbY: Plan Revi w C mments: / n it C �t1 Rfe / - tip �c10 C-a�a�, 7'+ -IF . _p_epaduLent review required Yes No Building — ------� rp nnin &Zontn 3e ree rMnistrator Plans Examiner Public Works Public Utilities -- -- --- Public Safety Date Crated,na1iePm. Fire Services City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road t Atlantic Beach, Florida 32233-5445 006p Phone(904)247-5826 - Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM �� a T Property Address: Dee reviewErequired Yes No uildin Applicant: ROIL-l�l!,D 0K)(_L(,ry\t r eQ annino &Zoning Tree Administrator Project: i ublic Works , ublic 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. [:]Not applicable (Circle one.) Comments: / BUILDING �u l`C1-7�� PLANNING &ZONING Reviewed b 4 b*�Z y � Date.. ^4/( � TREE ADMIN. Second Review: A roved as revised. ❑ pp []Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: [—]Approved as revised. []Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 rI lj� S CITY OF ATLANTIC BEACH .f 800 Seminole Road Atlantic Beach,Florida 32233 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS ADT ISSt��F� Date�� Revision t 'sued Permit Corrections to Comments_ Permit#(�ES 17-02 ( l Project Address Contractor/Contact Name Phone o Email Kiev t 10 m A P—T I N R E A LTL! `T Description of Proposed Revision/Corrections: Permit Fee Due$ SllycfnC-- C ) (Air,C ) (Air, 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 (i✓ /I 'C- fir, Department Review Required: Mern &Zoning Reviewed By Tinis rator - 27- 17 Date Fire Services CITY OF ATLANTIC BEACH 800 Seminole Road tt� Atlantic Beach,Florida 32233 r� Telephone(904)247-5800 J FAX(904)247-5845 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: 11 1 I"1 Received by: Resubmitted: Permit Number.-' Original Plans Examiner: Project Name: Project Address: l3? �. Contractor: N V,„1.,;,,1 , Contact Name: Contact Phone 3os-ate a- S t'L Contact e-mail: 4QA� Revision /Plan Check/Permit Fee(s)Due: $_ 3 f Description of Proposed Revision to Existing Permit: ---�- Dol' 1* Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signing below. I(print nan,e)_ affirm that the above revision is inclusive of the proposed changes. Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date Office Usc Only Date: Appro,ed: Rejected: Notified by Plan Review Comments: ent review re uired Yes No _ Building nning &Zonrn jc ree ministrator / Plans Examiner Public Works / �— Public Utilities 1--- ------- Public Safety Date frenei 4/13/16 ttcv.3 Fire Services City of Atlantic Beach per_ APPLICATION NUMBER Building Department ✓�/'/ ' (To be assigned by the Building Department.) - 800 Seminole Road j �� Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 Fax(904)247-5845 -7 1(14/1 T E-mail: building-dept@coab.us '' Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: l L' P�rn�(� Department review required Yes No rr uildin Applicant: �Ul(_�1��- l KA_LI/V/ [C F) anning &Zonin Tree Administrator Project: j L ublic Works ublic Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B 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: [;f Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: 14ee BUILDING PLANNING &ZONING � Reviewed by,: Date: TREE ADMIN. Second Review: []Approved as revised. ❑Denied. []Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date.- FIRE ate:FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 CITY OF ATLANTIC BEACH J 800 Seminole Road t f OCT 27 10" Atlantic Beach,Florida 32233 Telephone(904)247-5800 FAX(904)247-5845 r fir' REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: Received by: Resubmitted: Permit Number: I'l - 00 (p 1 Original Plans Examiner: Project Name: Project Address: 1380 Contractor: Contact Name: -Soe-Po Contact Phone : 305 31,0 - "7512 Contacte-mail: �o��s6lochoMer#tv�loRecs.c�;.r r c—1 revision Plan Check/Permit Fee(s)Due: $ _ Description of Proposed Revision to Existing Pei-mit: y 11 Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signing below.I(print name) vz ?6(N-c,0 _ affirm that the above revision is inclusive of the proposed changes. \0 Signature of Contractor Went(Contractor must sigtt if increase in valuation) Date Office Usc Only Date: Approved: Rejected: Notified by:_ Plan Review Comments: I(Ild 02,6 - --- -- ment review required Yes No 110 - --- tanning&Zoning Plans ExaminerTree Administrator ublic Work 7 ublic Uti i i Sll� e y Date Creaeau1V16 Rev. /`�C Fire Services S� Lv City of Atlantic Beach '`"" APPLICATION NUMBER S Building Department s 9 p , JUN 2��] (To be assigned by the Building Department.) 800 Seminole Road t Atlantic Beach, Florida 32233-5446' RC'E,17_ 0 Phone(904)247-5826 - Fax(904)247-5845 47t 61DO, E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: C-,tj De artment review required Yes No uildin Applicant: l�lC,l l�� Uts)(_l.h'Vwr er) - anning &Zoning Tree Administrator Project: {v _ — j l ublic Works ublic Utilities Public Safety Fire Services Review fee $ 5-0 Dept Signature 5 � 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: KApproved. ❑Denied. []Not applicable (Circle one.) Comments: BUILDING 01 PLANNING &ZONING Reviewed by:):� q/0"ate: TREE ADMIN. Second Review: A roved as revised. ❑ pp ❑Denied. ❑Not applicable *UBLIC WORKS omments: UTILITIES �-7 PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. ❑Denied. [—]Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach,Florida 32233 OCT Z 7 2017 Telephone(904)247-5800 FAX(904)247-5845 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT t Date: Received by: Resubmitted: Permit Number:_ e ri- OQ�Q�__ Original Plans Examiner: Project Name: i Project Address: Ii'-1$0 Ca.,e 1 I Contractor: Contact Name: Contact Phone:30 5 3�,a- `Psl Z Contact e-mail: �c��s�1o.<horne�\w��,ecs•e_�. evlslon Plan Check/Permit Fee(s) Due: $ Description of Proposed Revision to Existing Permit: i Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signing below.I(print name) e z �o(�c` _ atlirm that the above revision is inclusive of the proposed changes. - 102(, 1� Signature of Contractor tAgent (Contractor must sign if increase in valuation) Date / Office Use only Date: h 0 -7 Approved: Rejected: Notified by: Plan Review Comments: *Pvb"iment review required Yes No Buildin �� W Planning &Zoning Plans Examiner Tree Administrator ublic Work o a Date Cm ud 4/43/16 It".J Fire Services '1r� Building Permit Application A e REVISED City of Atlantic Beach ILE CSeminole Road,Atlantic Beach, FL 32233 Phone: (904)247-5826 Fax: (904)247-5845 �� 7—0 C)6 Job Address: y g L"�''M'�', ' C1 c�A� Permit Number: Rev IS (O{D T C) Legal Description 60 �1-^k A4t4�C ' RE# 1710 5-0 - 021O Valuation of Work(Replacement Cost)$ �lO� Ulm Heated/Cooled SF Non-Heated/Cooled a dy • Class of Work(Circle one) New ddition Alteration Repair Move Dem Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial Reside tial • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No (� Q • Submit a Tree Removal Permit Application if any trees are to be remoded or Affidavit of No Tree Removal /gyp Describe in detail the type of work to be performed: 4 L 5�d� Florida Product Approval# for multiple products use product approval form Prooerty Owner Information Name: �� ✓�� S L dress: �4,v �d. City State ip 330 3,j— Ph ne E-Mail Owner or Agent(If Agent,Power of Attorney or AgencyLett Required) Contractor Information Name of Company: (J Li t Qualify'ng$Agent: Address Z(c20- /8/ Cit �4zK5 �i/ State fz Zip Office Phone ' 5Y-Z 3 03o-7 Job Site/Contact Number -Z 3S'-030-7 State Certification/Registration# E-Mail Architect Name&Phone# Engineer's Name&Phone# Workers Compensation Exempt/Insurer/Lease Employees/Expiration Date Application is hereby made to obta(hA r it to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuanceUfa e it and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction.fvVin and that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOI'LEM, ATERS,TANKS,and AIR CONDITIONERS,etc. OWNER'S AFFIDAVIT: certi� I the foregoing information is accurate and that all work will be done in compliance with all applicable laws re latig constr tion and zoning. WARNING O NER. YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORN FO E RE RDING YO R NOTICE OF COMMENCEMENT. - (Sign�®nto e of Owner or Agent including Contractor) _ (Signature of Contractor) Si ned and (or affirmq) methis is & day of Signe and sworn to(or affirmed)before me this (0 day of Zat2 ,by r4bz, ��C� �. Z�17 ,by �� '`ti� �r ti I 6i t e FFLORIDA ° 1 PUBLIC Corm*FF242M STATE of FLORIDA Expires 6/,26/2019 Cam*FF242986 )IfPersonally Known OR Qq Personally Known OR E74)ir�6/26/Z019 [ )Produced Identification [ ]Produced Identification Type of Identification: Type of Identification: Building Permit Application OFFICE COPY City of Atlantic Beach 800 Seminole Road,Atlantic Beach, FL 32233 /'9kom, /6 Phone: ((904)247-5826 Fax: (904)247-5845 Job Address: 8 i�Z) 6 t " '2 '� Permit Number: R&s 17'_()CLE, Legal Description lot)" 2 B1c,,k 2 2zl �'�s�,�►ti RE# J-7( 0,TVC2-10 Valuation of Work(Replacement Cost)$ /�� Heated/Cooled SF I L121 Non-Heated/Cooled 515 • Class of Work(Circle one): New Addition 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: Florida Product Approval# for multiple products use product approval form Provertv Owner Information Name:' C,-L h-*v /-?u Address: i^-t ooh✓ City State - zip.31o35 Phone 3 23- C ` 7 E-Mail (.-- Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor InformationJ /,�_ , Name of Company: a✓i ld 4 (f i/L'i 1 w��[' j �4 Q lify"ing�Agent: 146& ti �L Address i 2 ,�L f �v,f /f ) �— City ��I/1 Ae State 1r-L zip Office Phone C 4 y X3,- 1930••7 Job Site/Contact Number -(i 15z/-2_ S' 3 ie'-7 State Certification/Registration#."-e7 0 T.5`10/ E-Mail [4c-V AJ :il�r�2 e,,J_L_6 lei Architect Name&Phone# Engineer's Name&Phone# Workers Compensation Exempt/rnsurer/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 standajl�tff all Qie?i�?7 regulat(ong construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL.WORK, PLUMBING,1IGN61' 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 YqU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNE ORE RECORDING YOUR NOTICE OF COMMENCEMENT. (Signature of Owner or Agent including Contractor) (Signature of Contractor) SignedT)igand sworn to(or affirmed)before me this day of Signed an_ sworn to(or affirmed)before me this-day of 6,A 00�7 by ✓ ZO/7 , by%�: (Signature of Notary) ` (Signature of No&y) NOTARY F'UBM Chd4 A.Kw" P�PSTATE OF F'LORtDA NOTARY PUBLIC ersonall Know R Y _�...-11� TChrWA.Kusdid CortKrtft FF2�t298t3 �Personally Known OR STATE OF FLORIDA [ )Produced IdentificationExpires 6/26/2019 [ )Produced firataon Comrr*FF242986 Type of Identification: Type of Identification: 9 Expires 6/26/2019 DO NOT'RITE BELOw OFFICE usF ONLY Applzca e Co es: .2010 FLORIDA CODE Aeview-Result (circle one).BUILDING Approved Disapproved Approved w/ Conditions Review Initials/Date:./(9 beyelopm.ent Size . ffabi table Space 1S�3ff L Non-Habitable 5-0 mpervious area .�o ` !�scella-Peous Infoirmation )ccupancy- Croup - Me of Construction amber of Stories / ning District le G x. Occupancy Load Sprinklers Required d Zone IVli ditions/comments: Map - -',-' Page JAxomProperty/ommoaoon -__- _ http://gismaps.coj.net/WEBSITE/DuvalMapsSQL/toolbar.asp 7/28/2017 IProperty Appraiser-Property Details Page 1 of 1 PRETT DEVELOPERS LLC Primary Site Address Official Record Book/Page IMA 888 IQNGMAN RD 1380 CAMELIA ST 18051-01022 9418 HOMESTEAD,FL 33035 Atlantic Beach FL 32233 1380 CAMELIA ST Propertv Detail Value Summary RE# 171050-0210 2016 Certified 2017 In Prooress Tax IMEM USD3 Value Method CAMA CAMA Property Use 0000 Vacant Res<20 Acres Total Building Value $0.00 $0.00 #of Buildings 0 Extra Feature Value $0.00 $0.00 For full legal description see Land Value(Market) $0.00 $26,700.00 Legal Dela Land&Legal section below Land Value(Aaric.l $0.00 $0.00 Subdivision 03119 ATLANTIC BEACH SEC H 3ust(Market)Value $0.00 $26,700.00 'Total Area 15100 Assessed Value $0.00 $26,700.00 The sale of this property may result in higher property taxes.For more information go Cap DIR/PortabBtly,Amt $0.00/$0.00 $0.00/$0.00 to Save Our Homes and our Property Tax Estimator.'In Progress'property values, Ex= $0.00 See below exemptions and other supporting information on this page are part of the working tax roll and are subject to change.Certified values listed in the Value Summary are those Taxable Value $0.00 See below certified in October,but may include any official changes made after certification Learn how the Property Appraiser's Office values property. + Taxable Values and Exemptions—In Progress If there are no exemptions applicable to a taxing authority,the Taxable Value Is the same as the Assessed Value listed above in the Value Summary box. County/Municipal Taxable Value SIRWMD/FIND Taxable Value School Taxable Value No applicable exemptions No applicable exemptions No applicable exemptions + Sales History Book/Page Sale Date Sale Price Deed Instrument Type Code Qualified/Ungual lfied Vacant/Improved 18051-010227/11/2017 $100.00 WD-Warranty Deed Unqualified Vacant 17756-01489 10/26/2016 I$31,500.00 WD-Warranty Deed I Qualified I Vacant 17030-01792 11/7/2015 $100.00 MS-Miscellaneous I Unqualified I Vacant 16661-01816 1/8/2014 I$16,300.00 TD-Tax Deed Unqualified I Vacant 15439-00770 11/12/2010 I$100.00 QC-Quit Claim Unqualified I Vacant 15062-01179 10/29/2009 $57,600.00 SW-Special Warranty Unqualified I Improved 14777-01506 2/9/2009 $100.00 Cr-Certificate of Title i Unqualified Improved 06286-02139 2/24/1987 I$56,900.00 WD-Warranty Deed I Unqualified Improved 06273-00142 10/28/1986 I$56,900.00 I AG-Agreement for Deed Unqualified I Improved 0559402139 12/10/1982 I$44,200.00 I WD-Warranty Deed Unqualified I Improved Extra Features No data found for this section Land&Legal Land I LN Cab Use Descriptionipg Front Depth Category Land Land Tv ce Land LN Legal Oesaiptk>n Units ValueI 1 18-34 17-2S-29E.117 1 r 0100 ARECS LD 3-7 UNITS PER ARS-2 50.00 102.00 Common 50.00 Foontaage $26,700.00 12 SEC H ATLANTIC BEACH 3 LOT 2 BLK 224 + Buildings No data found for this section 2016 Notice of Proposed Property Taxes Notice(TRIM Notice) Property Record Card(PRC) The PRC accessed below reflects property details and values at the time of Tax Roll Certification in October of the year listed. No information available •To obtain a historic Property Record Card(PRC)from the Property Appraiser's Office,submit your request here: More Information ontact Us I Parcel Tax Record I GIS Map I Map this property on Google Maps I City Fees Record http://apps.coj.net/pao_propertySearch/Basic/Detail.aspx?RE=1710500210 7/27/2017 rlS!rfl�`l \�1 e CITY OF ATLANTIC BEACH PUBLIC UTILITIES 1200 Sandpiper Lane ATLANTIC BEACH,FL 32233 r Usf l `" (904) 270-2535 or (904) 247-5874 NEW WATER/SEWER TAP REQUEST Date: 6 -16-17 Project Address: /38D ��7— No. of Units: I Commercial Residential Multi-Family New Water Tap(s) &Meter(s s ✓/ -514 f ( ) Meter Size(s) New Irrigation Meter Upgrade Existing Meter from to (size) New Reclaim Water Meter Size New Connection to City Sewer Name: Applicant Address: City: State: Zip Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application# Ft 5 ("j — 00(0 Water System Development Charge $ I,lqo ,W � /,,, Sewer System Development Charge $ Q$0, (� IJP^' I'«'`'�-� OA.) Water Meter Only $ yo f Reclaim Meter Only $ Water Meter Tap $ (notes) Sewer Tap $ Cross Connection $ SCS, Ot> Other $ TOTAL $6,1)q0 .W APPROVED: Kayle Moore, PEH� (Deputy PW Director or Authorized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CANBEASSESSED Construction Site Management Plan m 1380 Camelia Street � s" OAK 6' CHAIN LINK FENCE 1.0' - — — 10" OAK a w w I W 15" OAK � OZ Z N 01 J ^ z 11" MAGNOLIA :;z I 102.00'(P) �? t9� 10 1 .80'(F) JOBS AREA I� `$y51 ��91 0.8'99, " OAK + W W 7" OAK I ^ U1 CL 0 6" OAK � OJ p I 18" MAGNOLIA I P R ING � 3 I W I I PROPOSED SFR Lo 0 �_ a O O ARR AREA w QQ o o cN, Liv� Nil v —I 0.8' 33" OAK w 30" OAK 101 .8 6'(F) FD. 4X4 CONC MONT I 0 W/1/2" IRON z I 102.00'(P) SET 1/2" REBAR (NO I.D.) wI (LB 7992) 0.49' EAST O wl� 0.23' SOUTH z o0.23'z L 0 T 3 35" HICKORY 311 iO 0 19" MAGNOLIA :o NOTE: INVASIVE SPECIES TRESS NOT LOCATED e v Z64 97 k PO;7 4x li 4 f/ l�j1f 7' w zl�zroo --yeelf 731 6 v / J -rr s r, Comp. By: SRW J s Date: 6/15/2017 Public Works Department City of Atlantic Beach Permit No: RES17-0061 Address: 1380 Camelia Street 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) = 5,091 ft' Runoff Coefficient Area Lot Area Description (ft2) (ft2) "C" Wtd "C" Impervious 0 5,091 1.00 0.00 Pervious 5,091 5,091 0.20 0.20 Runoff Coefficient(C)= 0.20 Runoff Volume V= 0.20 x 5,091 x 9.3 / 12 V= 789 ft3 Postdevelopment Runoff Volume: Lot Area(A) = 5,091 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft) "C" Wtd "C" Impervious 2,375 5,091 1.00 0.47 %ISA= 46.7% Pervious 2,716 5,091 0.20 0.11 Runoff Coefficient(C)= 0.57 Runoff Volume V= 0.57 x 5,091 x 9.3 I 12 V= 2,262 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume- Predevelopment Runoff Volume DV= 2,262 - 789 DV= 1,473 ft3 Retention MASTER WATER RETENTION 6/15/2017 r S Sf, Comp. By: SRW Date: 611512017 1, Public Works Department City of Atlantic Beach Permit No: RES17-0061 Address: 1380 Camelia Street Provided Storage: Elevation Area Storage (ft) (ft) (ft) 8.5 675 0 BOTTOM 45 X 15 9.5 931 803 TOB 49 X 19 Elevation Area Storage (ft) (ft2) (ft) BOTTOM 0 TOB Elevation Area Storage (ft) (ft 2) (ft) 0 BOTTOM 0 TOB Inground storage=A*d*pf A=Area= 931.0 d=depth to ESHWT= 5.5 pf=pore factor= 0.3 Inground Storage= 1536.2 ft' Required Treatment Volume= 1,473 ft Supplied Treatment Volume= 2,339 ft3 Retention MASTER WATER RETENTION 6/15/2017 OFFICE COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 1538 Builder Name: Building Unlimited Street: 1380 Camelia St. Permit Office: City of Atlantic Beach City,State,Zip: Atlantic Beach, FL,32233 Permit Number: Owner: Building Unlimited Jurisdiction: 261100 Design Location: FL,Jacksonville County:: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(1767.3 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame-Wood,Exterior R=13.0 1461.30 ft2 b. Frame-Wood,Adjacent R=13.0 306.00 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 (1538.0 sqft.) Insulation Area a. Under Attic(Vented) R=30.0 1277.00 ft2 6. Conditioned floor area above grade(ft2) 1538 b. Under Attic(Vented) R=19.0 261.00 ft2 Conditioned floor area below grade(ft2) 0 c.N/A R= ft2 11. Ducts R ft2 7. Windows(160.0 sqft.) Description Area a.Sup:Attic,Ret:Main,AH:Main 6 232 a. U-Factor: Dbl, U=0.29 160.00 ft2 SHGC: SHGC-0.23 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 30.0 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 30.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 3.083 ft. Area Weighted Average SHGC: 0.230 14.Hot water systems 8. Floor Types (1538.0 sqft.) Insulation Area a. Electric Cap:50 gallons EF:0.920 a. Slab-On-Grade Edge Insulation R=0.0 1538.00 ft2 b. Conservation features b. N/A R= ft2 None c.N/A R= ft2 15.Credits Pstat Glass/Floor Area: 0.104 Total Proposed Modified Loads: 45.20 PASS Total Baseline Loads: 45.13 1 hereby certify that the plans and specifications covered by Review of the plans and -114E STgl, this calculation are in compliance with the Florida Energy specifications covered by this �•�, ,�0� Code. 'I n DigitallysignedbyJoshua Howard calculation indicates compliance /qr = }}�,�._ l) °N_o,=�'"�"°"ard°""`°"" with the Florida Energy Code. «`°°'""""'�""""'"""«` !. Nqq '., ,`;;.4,x,1 O PREPARED BY: email�irtoair4@bellsouth-��=t>5 Before construction is completed 7= Date:2017,102413:4738-04'00' DATE: this building will be inspected for a compliance with Section 553.908 * > I hereby certify that this building,as d ned,i ' ompliance Florida Statutes. 5�- with the Florida Energy Code. CDD WTE CEJ OWNER/A BUILDING OFFICIAL: DATE: '' DATE: U 'c27 _, - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.2.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 10/24/2017 1:44 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: 1538 Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1538 Lot# Owner: Building Unlimited Total Stories: 1 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Building Unlimited Rotate Angle: 270 Street: 1380 Camelia St. Permit Office: City of Atlantic Beach 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 / IECC Design Temp Int Design Temp Heating Design Daily Temp v Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range _ FL,Jacksonville FL—JACKSONVILLE—INT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Blockl 1538 13842 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1538 13842 Yes 4 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio Main 181 ft 0 1538 ft2 ---- 0.4 0.3 0.3 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch �/ # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 1666 ft2 0 ft2 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 1538 ft2 N N CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Vented) Main 30 Blown 1277 ft2 0.23 Wood 2 Under Attic(Vented) Main 19 Blown 261 ft2 0.23 Wood 10/24/2017 1:44 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS Adjacent Ca Space vity Width Height Sheathing Framing Solar Below ft Ornt To Wall Type 1 N=>W Exterior Frame Wood Main 13 11 10 8 117.3 ft2 0.23 0.4 0 2 N=>W Exterior Frame-Wood Main 13 24 9 216.0 ft2 0.23 0.4 0 3 E=>N Exterior Frame-Wood Main 13 40 9 360.0 ft2 0.23 0.4 0 4 S=>E Garage Frame-Wood Main 13 34 9 306.0 ft2 0.23 0.4 0 5 S=>E Exterior Frame-Wood Main 13 16 10 8 170.7 ft2 0.23 0.4 0 6 W=>S Exterior Frame-Wood Main 13 56 10 8 597.3 ft2 0.23 0.4 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S=>E Insulated Main None .46 3 6 8 20 ft2 2 S=>E Insulated Main None .46 3 6 8 20 ft2 WINDOWS Orientation shown is the entered orientation => changed to As Built rotated 270 degrees). / Wall Overhang # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N=>W 1 Vinyl Low-E Double Yes 0.29 0.23 40.0 ft2 8 ft 4 in 1 ft 0 in Drapes/blinds None 2 N=>W 2 Vinyl Low-E Double Yes 0.29 0.23 30.0 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds None 3 E=>N 3 Vinyl Low-E Double Yes 0.29 0.23 30.0 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds None 4 S=>E 5 Vinyl Low-E Double Yes 0.29 0.23 30.0 ft2 1 ft 4 in 1 ft0 in Drapes/blinds None 5 W=>S 6 Vinyl Low-E Double Yes 0.29 0.23 30.0 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 376.014 ft2 376.014 ft2 41 ft 9.4 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000389 1568.8 86.12 161.97 .2994 6.8 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.2 30 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER:14 30 kBtu/hr 900 cfm 0.75 1 sys#1 10/24/2017 1:44 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Main 0.92 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC 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 6 232 ft2 Main 58 ft2 Default Leakage Main (Default) (Default) 1 1 TEMPERATURES Programable Thermostat:Y Ceiling Fans: Coolingf Jan r Feb ([ ]�Mar r Apr f[ Ma [X]Jun X Jul rl Au IXI Se Oct Nov Dec Heatinf X�Jan rXl Feb (X]Mar Apr t May [ ]Jun 4 Jul Aug SeP Oct Nov Dec Ventin [[ Jan l[ ]Feb [[XJ]Mar A r [ Ma ( J Jun [[ Jul Au Se 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 10/24/2017 1:44 PM EnergyGaugeO USA-FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 100 The lower the EnergyPerformance Index, the more efficient the home. 1380 Camelia St., Atlantic Beach, FL, 32233 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame-Wood,Exterior R=13.0 1461.30 ft2 b. Frame-Wood,Adjacent R=13.0 306.00 ft 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 3 d.N/A R= ft2 10.Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic(Vented) R=30.0 1277.00 ft2 6. Conditioned floor area(ft2) 1538 b. Under Attic(Vented) R=19.0 261.00 ft2 7. Windows- Description Area c.N/A R= ft2 a. U-Factor: Dbl,U=0.29 160.00 ft2 11. Ducts R ft2 a.Sup:Attic, Ret:Main,AH:Main 6 232 SHGC: SHGC=0.23 b. U-Factor: N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 30.0 SEER:14.00 SHGC: d. U-Factor: N/A ft2 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Heat Pump 30.0 HSPF:8.20 Area Weighted Average Overhang Depth: 3.083 ft. Area Weighted Average SHGC: 0.230 8. Floor Types Insulation Area 14.Hot water systems 2 a.Electric Cap:50 gallons a.Slab-On-Grade Edge Insulation R=0.0 1538.00 ft EF:0.92 b. N/A R= ft2 c.N/A R= ft2 b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building -04E ST Construction through the above energy saving features which will be installed (or exceeded) ArFo� in this home before final inspectiory.--Otherwise, a new EPL Display Card will be completed based on installed Code com n ores. r, Builder Signature: _ Date: 10- 1-7 0 a Address of New Home: l3 go City/FL Zip: � f4.�OD 3223 3 *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 10/24/2017 1:44 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Compliant Software Page 1 of i FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 1380 Camelia St. Permit Number: Atlantic Beach, FL,32233 MANDATORY REQUIREMENTS See individual code sections for full details. ❑ 401.3 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 Statues]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 compliance for the building.A copy of the EPL display card can be found in Appendix C. ❑ R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O R402.4.1 Building thermal envelope. The 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 402.4.1.1,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 of not exceeding 5 air changes per hour in Climate Zones 1 and 2,and 3 air changes per hour in Climate Zones 3 through 8.Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals).Where required by the code official,testing shall be conducted by 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. 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;and 6.Supply and return registers,if installed at the time of the test,shall be fully open. O R402.4.2 Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers and outdoor combustion air. O 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. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm(0.944 Us)when tested in accordance with ASTM E 283 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. ❑ R403.1.1 Thermostat provision(Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. ❑ R403.1.3 Heat pump supplementary heat(Mandatory). Heat pumps having supplementary electric-resistance heat shall have controls that,except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating load. ❑ R403.2.2 Sealing(Mandatory)AII ducts,air handlers,and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers,shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post-construction or rough-in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes,or as authorized by Florida Statutes,to be"substantially leak free"by either of the following: 1. Post-construction test:Total leakage shall be less than or equal to 4 cfm(113 Umin)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25 Pa)across the entire system,including the manufacturer's air handler enclosure.All register boots shall be taped or otherwise sealed during the test. 2. Rough-in test:Total leakage shall be less than or equal to 4 cfm(113 Umin)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa)across the system,including the manufacturer's air handler enclosure.All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test,total leakage shall be less than or equal to 3 cfm (85 Umin)per 100 square feet(9.29 m2)of conditioned floor area. Exceptions: 1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 10/24/2017 1:44 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) ❑ R403.2.3 Building Cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. ❑ R403.3 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(41°C) or below 55°F(131C)shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. ❑ R403.4.1 Circulating hot water systems(Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. ❑ R403.4.3 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'/z inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. ❑ R403.4.4 Water heater efficiencies(Mandatory). 0 R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 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 100OF to 140OF(38°C to 60°C). R403.4.4.1.2 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. 0 R403.4.4.2 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 met the criteria Section R403.4.4.2.1. R403.4.4.2.1 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. ❑ R403.5 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. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. ❑ R403.6 Heating and cooling equipment(Mandatory). The following sections are mandatory for cooling and heating equipment. 0 R403.6.1 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 which affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. • R403.6.1.1 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 403.6,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. 10/24/2017 1:44 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 0 R403.6.1.1 Cooling equipment capacity.(continued) The published value for AHRI total capacity is a nominal,rating-test value and shall not be used for equipment sizing.Manufacture's expanded performance data shall be used to select cooling-only equipment.This selection 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 temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s)is installed in an unconditioned space. Exceptions: 1. Attached single-and multi-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 multi-family units,the capacity of equipment may be sized in accordance with good design practice. 0 R403.6.1.2 Heating equipment capacity • R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. • R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. • R403.6.1.2.3 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 R403.6.1. 0 R403.6.1.3 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. ❑ R403.7 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. ❑ R403.8 Snow melt 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 55F,and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40oF. ❑ R403.9 Swimming pools,inground spas and portable spas(Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15.The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. 0 R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil-fired pool and spa heaters. All gas-and oil-fired pool and space 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 gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 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. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps.Heaters,pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: • 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed 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: Outdoor pools deriving over 70 percent of the energy for heating from site-recovered energy,such as a heat pump or solar energy source computed over an operating season. ❑ RR404.1 Lighting equipment(Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low-voltage lighting shall not be required to utilize high-efficacy lamps. 0 R404.1.1 Lighting equipment(Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights ❑ R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19.Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space,R-10 is allowed. 10/24/2017 1:44 PM EnergyGaugeO USA-FlaRes2014 -Section R405.4.1 Com Page 3 of 3 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: 1538 Builder Name: Building Unlimited Street: 1380 Camelia St. Permit Office: City of Atlantic Beach City,State,Zip: Atlantic Beach,FL,32233 Permit Number: Owner: Building Unlimited Jurisdiction: 261100 Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. rV/ Air-permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings,drop down stairs or knee wall doors to unconditioned li attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above-garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations,and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be J air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in / exterior walls,or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication 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. i Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 10/24/2017 1:44 PM EnergyGaugeO USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 Project Summary Job: 1538 7 Date: 10/20/2 4/17 Entire House By: JH Air to Air Inc. 11578 Davis Creek Ct,Jacksonville,FL 32256 Phone:904 262-4279 Fax:904 262-4279 Email:airtoair4 c@bellsouth.net Web:airtoairinc.com Project • • For: Building Unlimited Notes: 1380 Camelia St. Atlantic Beach, FL. Design Information Weather: Jacksonville Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 33 T Outside db 93 OF Inside db 70 °F Inside db 75 T Design TD 38 °F Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 51 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 21756 Btuh Structure 14903 Btuh Ducts 4254 Btuh Ducts 3772 Btuh Central vent (70 cfm) 2884 Btuh Central vent (70 cfm) 1361 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 28893 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensiNe load 20036 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2203 Btuh Ducts 1005 Btuh Central vent (70 cfm) 2432 Btuh Heating Cooling Outside air Area(ft2) 1538 1538 Equipment latent load 5641 Btuh Volume (ft3) 13842 13842 Air changes/hour 0.38 0.20 Equipment total load 25677 Btuh Equiv.AVF (cfm) 88 46 Req. total capacity at 0.70 SHR 2.4 ton Heating Equipment Summary Cooling Equipment Summary Make Goodman Mfg. Make Goodman Mfg. Trade GOODMAN; JANITROL;AMANA DIST[... Trade GOODMAN; JANITROL;AMANA DISTI... Model GSZ140301 K Cond GSZ140301 K AHRI ref 7995113 Coil ARUF31B14A AHRI ref 7995113 Efficiency 8.2 HSPF Efficiency 12.0 EER, 14 SEER Heating input Sensible cooling 19600 Btuh Heating output 27800 Btuh @ 470F Latent cooling 8400 Btuh Temperature rise 27 OF Total cooling 28000 Btuh Actual air flow 933 cfm Actual air flow 933 cfm Air flow factor 0.036 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.78 Capacity balance point= 35 OF Backup: Input= 7 kW, Output =23643 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrl htSOft" 2017-Oct-2410:44:22 Af& g Right-Suite®Universal 2017 17.0.21 RSU10246 Pae 1 ... Unlimited aka Kevin Martin\4437 Bessie Cir.rup Calc=MJ8 Front Door faces: E g Right-J®Worksheet Jab: 1538 Entire House Date: 10/24/17 By: JH Air to Air Inc. 11578 Davis Creek Ct,Jacksonville,FL 32256 Phone:904 262-4279 Fax:904 262-4279 Email:airtoaMCcbbellsouth.net Web:airtoairinc.com 1 Room name Entire House WHOLE HOUSE 2 Exposed wall 181.0 ft 181.0 ft 3 Room height 9.0 ft 9.0 ft heat/cool 4 Room dimensions 1538.0 x 1.0 ft 5 Room area 1538.0 ft2 1538.0 ftz Ty Construction U-value Or HTM Area (ftz) Load Area (ftz) Load number (BtL"ftz°F) (Btuh/ftz) or perimeter (ft) (Bt uh) or perimeter (ft) (Btuh) Heat Cod Gross WP/S Heat Cod Gross N/P/S Heat Cool 6 VtJ 12C-0sw 0.091 n 3.41 2.29 333 263 897 603 333 263 897 603 �G 3A-2w 0.290 n 10.88 9.90 70 0 761 693 70 0 761 693 VIl 12C-Osw 0.091 a 3.41 2.29 360 330 1126 757 360 330 1126 757 L-{ 3A-2ov 0.290 a 10.88 34.47 30 0 326 1034 30 0 326 1034 11 12C-Osw 0.091 s 3.41 2.29 171 121 413 277 171 121 413 277 3A-20v 0.350 s 13.13 21.18 30 53 394 635 30 26 394 635 11,10 0.600 s 22.50 18.12 20 20 450 362 20 20 450 362 12C-Osw 0.091 w 3.41 2.29 597 567 1935 1300 597 567 1935 1300 3A-2ov 0.350 w 13.13 38.25 30 0 394 1148 30 0 394 1148 P 12C-Osw 0.091 - 3.41 1.39 306 286 976 398 306 286 976 398 1130 0.600 n 22.50 18.12 20 20 450 362 20 20 450 362 C 16CR-19ad 0.049 1.84 2.14 261 261 480 559 261 261 480 559 C 16CR-30ad 0.032 1.20 1.40 1277 1277 1532 1786 1277 1277 1532 1786 F 22A-tpm 1.180 44.25 0.00 1538 181 8009 0 1538 181 8009 0 6 c)AED excursion 0 0 Envelope loss/gain 18144 9916 18144 9916 12 a) Infiltration 3612 897 3612 897 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 3 690 3 690 Appliances/other 3400 3400 Subtotal(lines 6 to 13) 21756 14903 21756 14903 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 21756 14903 21756 14903 15 Duct loads 201% 25% 4254 3772 20°/ 25% 4254 3772 Total room load 26009 18675 26009 18675 Air required(cfm) 933 933 933 933 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigFttSOTt' Right-Suite®Universal 2017 17.0.21 RSU10246 2017-Oct-24 10:44:22 ?9e A k 1 ...Unlimited aka Kevin Martin\4437 Bessie Cicrup Calc=MJ8 Front Door faces: E BuildingAnalysis Job: 1538 Y Date: 10/24/17 Entire House By: JH Air to Air Inc. 11578 Davis Creek Ct,Jacksonville,FL 32256 Phone:904 262-4279 Fax:904 262-4279 Email:airtoair4@bellsouth.net Web:airtoairinc.com Project • • For: Building Unlimited Design Conditions Location: Indoor: Heating Cooling Jacksonville Intl AP, FL, US Indoor temperature(TF) 70 75 Elevation: 33 ft Design TD (TF) 38 18 Latitude: 30 ON Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 11.0 51.2 Dry bulb(TF) 33 93 Infiltration: Daily range(TF) - 18 ( M ) Method Simplified Wet bulb(TF) - 77 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Heating Component Btuh/ft2 Btuh %of load Walls 3.4 5347 18.5ventilation Glazing 11.7 1875 6.5 watts Doors 22.5 900 3.1 Ducts Ceilings 1.3 2012 7.0 Glazing Floors 5.2 8009 27.7 Door Infiltration 2.5 3612 12.5 Ducts 4254 14.7 Ceilings Infiltration Piping 0 0 Humidification 0 0 Ventilation 2884 10.0 Floors Adjustments 0 Total 28893 100.0 Component Btuh/ft2 Btuh %of load Walls 2.1 3336 16.6 Ventilation Glazing 21.9 3510 17.5 watts L Doors 18.1 725 3.6 Internal Gains Ceilings 1.5 2345 11.7 Floors 0 0 0 Infiltration 0.6 897 4.5 Glazing___ Ducts 3772 18.8 Ventilation 1361 6.8 Internal gains 4090 20.4 Blower 0 0 Doors_. Ducts Adjustments 0 Ceilings Total 20036 100.0 Infiltration Latent Cooling Load= 5641 Btuh Overall U-value= 0.100 Btuh/ft2-TF Data entries checked. htSOft 2017-Oct-2410:44:22 WI'1 9 Right-Suite®Universal 2017 17.0.21 RSU10246 Page 1 Unlimited aka Kevin Martin\4437 Bessie Cir.rup Calc=MJ8 Front Door faces: E • Manual S Compliance Report Job: 1538 Date: 10/24/17 Entire House By: JH Air to Air Inc. 11578 Davis Creek Ct,Jacksonville,FL 32256 Phone:904 262-4279 Fax:904 262-4279 Email:airtoair4@bellsouth.net Web:airtoairinc.com Project • • For: Building Unlimited Cooling Equipment Design Conditions Outdoor design DB: 92.7F Sensible gain: 20036 Btuh Entering coil DB: 76.4°F Outdoor design WB: 77.1 OF Latent gain: 5641 Btuh Entering coil WB: 63.9°F Indoor design DB: 75.0'F Total gain: 25677 Btuh Indoor RH: 50% Estimated airflow: 933 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ140301K+ARUF31B14A Actual airflow: 933 cfm Sensible capacity: 21840 Btuh 1090%of load Latent capacity: 6160 Btuh 109%of load Total capacity: 28000 Btuh 1090/6 of load SHR: 78% Heating Equipment Design Conditions Outdoor design DB: 32.5F Heat loss: 28893 Btuh Entering coil DB: 67.1°F Indoor design DB: 70.0`F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH Manufacturer: Goodman Mfg. Model: GSZ140301K+ARUF31B14A Actual airflow: 933 cfm Output capacity: 27800 Btuh 96%of load Capacity balance: 35 OF Supplemental heat required: 1093 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 933 cfm Output capacity: 6.9 kW 820%of load Temp. rise: 62 °F Meets are all requirements of ACCA Manual S. L �1tSOft` 2017-0cr2410:44:22 Wrl 9 Right-Suite®Universal 2017 17.0.21 RSU10246 Page 1 14CCA ...Unlimited aka Kevin Martin\4437 Bessie Cir.rup Calc=MJ8 Front Door faces: E LANA[ r =r _ I IMASfER�g SEDRpOM I I' ar9'x F— I (a Zola eF. I I�•� C-� 2� 7 i ICC J r �1 2 2U&&F 0 i nKIIC EN t.nc 1 \ _ p 210 KT.j I VII. O sow 11 rwolo I 4y 10 BEDROOM2 T6fISM. seR� I cc=+rT-a e>x 100 • • h ti O - WpSAFF. [a 7y698F. 7NT1 11-0' I pa � — eu afotK I � la ao,e eF. 1!I v T•1? 9-1Rr IIVING OOM BEDROOM 1 I o rr I � O eew SM CL FlUt- WDID(YB�ei lJ7 OX GARAGE I DINING R Duct ENTRY Sued per ASHRAE Standards' Friction Loss - 1 8 S rA T0mD Static - ' Total CFM's - 995- shown `5-shown in Area X Length. TEL O / o"P C-Ir on ora ,I rte. s-r ,Ia t!o nar 1.4 w OFFICE COPY PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH,FLORIDA Project Name: 1380 Camelia Street- Single Family Home Permit # C-s l7-00G/ Project Address: 1380 Camelia Street - Atlantic Beach FL 32233 As required by Florida Statute 553.842 and Florida Administrative Code Rule 913-72,please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval maybe obtained at: w\\w.floridabuildifig. rgy. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A. EXTERIOR DOORS 1. Swinging Jeldwen 36" Door FL13540.1 2. Sliding Jeldwen 6-0 Double Door FL12509.1 3. Sectional 4. Roll up Overhead Door Garage Door FL14170.9 5. Automatic 6. Other B. WINDOWS 1. Single hung Amencan Craftsman Single Hung FL 14911.14 bv Anderson 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 OFFICE CUPY 12. Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# C. PANEL WALL 1. Siding James Hardie Hardie Plank Sidinq FL 13192.2 2. Soffits Alside Vinyl Soffit 7 in^2 per lin.ft-vented area FL 15272.1 3. EIFS 4. Storefronts 5. Curtain walls 6. Wall louvers 7. Glass block 8. Membrane 9. Greenhouse 10. Synthetic stucco 11. Other D. ROOFING PRODUCTS 1.Asphalt shingles GAF Asphalt Shingle FL 10124.1 2. Underlayments Mid States #30 ASTM 226 FL 15067.3 3. Roofing fasteners 4.Nonstructural metal roof 5. Built-up roofing 6. Modified bitumen 7. Single ply roofing 8. Roofing tiles 9. Roofing insulation 10. Waterproofmg 11. Wood shingles/shakes 12. Roofing slate 13. Liquid applied roofmg 14. Cement-adhesive coats 15. Roof tile adhesive 16. Spray applied polyurethane roof Y • 17. Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# E. SHUTTERS 1. Accordion 2. Bahama 3. Storm panels 4. Colonial 5. Roll-up 6. Equipment 7. Other F.STRUCTURAL COMPONENTS 1. Wood connector/anchor Simpson Various Various 2. Truss plates FL 1999.3 3. Engineered lumber 4. Railing 5. Coolers-freezers 6. Concrete admixtures 7. Material 8. Insulation forms 9. Plastics 10. Deck-roof 11. Wall w... 12. Sheds 13. Other G. SKYLIGHTS 1. Skylight ' 2. Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# H. NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. OFFICE COPY (Contractor Name) (Print Name) Kevin Martin (Signature) Company Name: Building Unlimited Roofing and Solar, Inc. Mailing Address: 12621-3 Beach Blvd, #191 City: Jacksonville State: FL Zip Code: 32246 Telephone Number: ( 954 ) 235-8307 Fax Number: ( 904 ) 379-8378 Cell Phone Number: ( 954 ) 235-8307 E-mail Address: kevinmartinrealty@gmail.com ' . Alpine, an ITW Company pF F C�O PY 2400 Lake Orange Dr.,Suite 150 Orlando,FL 32837 ALPINE Phone:(800)755-6001 alpineitw.com Site Information: Customer: Gleckler&Sons Building Supply Job Number: 346317 JobDescription: 1380 CAMILLA ST DUVAL CTY Address: City, State,Zip: Name, Address and License #of Structural EOR if one exists for the building: Name: KEVIN MARTIN 32027 License#: KEVIN MARTIN 32027 State: Address: 13245-4 ATLANTIC BLVD,JAX, FL 32225 City, State,Zip: Job Engineering Criteria: Design Code: FBC 2014 RES View Version: 17.01.00.0525.17 JRef#: 1W4G93530009 Wind Standard: ASCE 7-10 Wind Speed(mph): 130 Roof Load(psO: 20.00-7.00-0.00- Floor Load(psfl: None 10.00 This package contains a job notes page, 30 truss drawings and 3 details. Item Seal# Truss Item Seal# Truss 1 265.17.1303.49703 A01 2 265.17.1303.54180 A02 3 265.17.1303.57633 A03 4 265.17.1304.00863 A04 5 265.17.1304.04540 A05 6 265.17.1305.07640 A06 7 265.17.1158.49885 A07 8 265.17.1305.11210 A08 9 265.17.1305.19780 A09 10 265.17.1305.25717 A10 11 265.17.1305.28987 All 12 265.17.1305.32020 Al2 13 265.17.1158.48669 A13 14 265.17.1305.39997 A14 15 265.17.1305.43233 A15 16 265.17.1305.45713 A16 17 265.17.1305.48280 A17 18 265.17.1305.51033 A18 19 265.17.1158.49857 HJ01 20 265.17.1158.49860 J01 21 265.17.1158.50094 J02 22 265.17.1158.48684 J03 23 265.17.1158.48421 J04 24 265.17.1158.48665 J04T 25 265.17.1306.21840 J05 26 265.17.1306.25573 J06 27 265.17.1306.29270 J07 28 265.17.1306.32617 J08 29 265.17.1306.35320 J09 30 265.17.1306.45870 J10 rA � ED . -�'J :: ' V ��SwwFee �. F�ti'IJCN}�Jr_�I'�.r.Rll � ic".:� ��_. r.___��-- _— r, • L7"fv • • O. a _. y .. •i i i _.. .. a • CON FOR?AANCE 10 C01'117! 1 13 R-i SPONS.BLE FOR AT JOB SIT-ES FOZ TC!_f i � ��!`. :•�G/ FASRICATICN NAL w 4'� •. ,�P..•�<4 mss" COORDINATION OF �' r 1 r:>.Lc rj; U `, CC SPLWN ^'r'v'T rLC0 1Dw _:� S. �� s/ All—` r r—`r! V /Z This document has been electronically signed =y _)ATE`- !/ and sealed using a Digital Signature.printed �1 iii uG C..':•:17x:31', ir'.�tii^IC, t.l.L/. copies without an original signature must be '�' !r � n L �9/22iL017 verified using the original electronic version. X132';5 Atian IC Blvd. # 611 Jacksonville, FL 3225 Florida Certificate of Product Approval#FL1999 Printed 9/22/2017 1:55:07 PM Job Number.346317 Ply: 1 SEAN:824172 /T7 COMN Cust:R9353 JRef: 1 W4G93530009 1380,CAMILLA ST DUVAL CTY Qty: 10 FROM:RH DrwNo: 265.17.1303.49703 Truss Label: A01 JB / OF 09/22/2017 8'11"8 17'4" 26'615 34'8" 8'11"8 848 + 9'2"1s III5X6 T2 12 5 p 05CX6 �6E6 N O _ (a) GD T (a) H 1 +t A B =H0912 F G 3X6(Al) =_5X6 =5X8 =3X10(A1) 0 2.5 12 �14" 9'110 9'11"6 + 77"8 77"8 ;r4" 9'1"10 19'1" 26'8"8 344" H4 '18" Loading Criteria(psr) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) 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): 0.437 H 944 240 B 1483 /306 /750 /- /198 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.936 H 440 180 F 1471 /308 /747 /- /- /4.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.187 H - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C Mean Height:15.00 It HORZ(fL): 0.401 H B Min Brg Width Req= 1.5 NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 F Min Br 9 Width Req= 1.5 TCDL:4.2 psfBearingsid surface.B&F are a ri Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.941 g Load Duration:1.25 MWFRS Parallel Dist:h/2 to In TPI Std: 2007 Max BC CSI: 0.984 Re Factors Used:Yes Max Web CSI: 0.957 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.47 ft p Maximum Top Chord Forces Per Ply(Ibs) 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:1.60 WAVE,HS VIEW Ver:17.01.00E.0525.17 B-C 678-2909 D-E 575 -2170 Lumber C-D 807 -2884 F-F 1223 -5316 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP SS Dense 72 2x4 SP#2: Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP SS Dense Webs 2x4 SP#3 B-J 2607 -506 1-H 4841 -1046 Lumber value set"13B"uses design values J-I 1765 -277 H-F 4946 -1061 approved 1/30/2013 by ALSC Maximum Forces Per Ply (Ibs) Bracing Webs Tens.Comp. Webs s Tens. Comp. (a)Continuous lateral restraint equallyspacedon C-J 299 -454 I-E 802 -3087 member.Or 2x6'T'reinforcement.80%length of web member.Same species&grade or better, J-D 1093 -308 E-H 2050 -341 attached with 16d Box or Gun(0.135"x3.5",min.)nails D-I 657 -34 @ 6"oc. Purlins ItglpJt�gr�� In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: O�� •..1(:•• ryrlff Chord Spacing(in oc) ) End(ft) •,�, � 5�;•• TC 32 17.337.33 36.00 4 • • BC 117 0.15 19.08 ? •'( BC 89 19.08 34.52 i �• a Apply purlins to any chords above or below fillers O. 8 at 24' OC unless shown otherwise above. : • • ,* Loading * + Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide n a :4 V clearance. 11, 4 OR\Vr Wind 11 -1' • •,A.��A....• Wind loads based on MWFRS with additional C&C #0278--""yf member design. ��u"�unlnutuutiu 09/22/2017 '"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) r safepty practices prior 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 attachetl ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,67 or 610, as appllcabgle. Apply plates to each face.of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin3g� omponents Group Inc.shall not be responsible for any deviation from this drawin�any failure to build the truss In conformance with ANSlf$ 11,or for handlirSq,shipping,Installation and bracing of trussesA seal on this dr wing or cover page_, 2400 Lake Orange Dr. Ii this drawing indicates acceptance of pro esslona engineering responsibility solely for the design shown. The sui blllty Suite 150 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 5-ec.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI: www.t inst.or ;SBCA: www.sbandus .corn;ICC: wwwJccsafe.org Orlando FL,32837 Job Number: 346317 Py: 1 SEAN:824189 /T6 HIPS Cust:R9353 JRef: 1W4G93530009 1S80,CAMILLA ST DUVAL CTY Qty: 2 FROM:RH DrwNo: 265.17.1303.54180 Truss Label: A02 JB / DF 09/22/2017 9'3"4 IT 26'6"15 34'8" 9'3"4 T8"12 + 96"15 7X8 D T2 12 5 ,5X6 '6X6 _ C E r� (a) (b) lT A B =H0912 F G =3X6(A1) =5X6 =3X42.5 =_H0510 =3X8(A1) 0 12 1'4" 9'1"14 9'11"2 7'7"8 l 7'7"8 1'4" r 9'1"14 19'1" 26'8"8 34'4" r Loading Criteria(psq Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udef! L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.384 H 999 240 B 1384 /300 /745 /- /196 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.877 H 470 180 F 1387 /301 /742 /- /- /4.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.169 H - - Wind reactions based on MWFRS Des Ld: 37.00 EXP.CCf ) g q- HORZ L: 0.386 H B Min Br Width Re 1.5 Mean Height:15.00 ft NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 1.5 TCDL:4.2 psf Bearings B&F are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.985 g g Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.997 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.47 ft Rep Factors Used:Yes Max Web CSI: 0.918 Maximum Top Chord Forces Per Ply(Ibs) 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:1.60 WAVE,HS VIEW Ver:17.01.00E.0525.17 113-C 661 -2613 D-E 560 -1925 Lumber C-D 549 -1806 E-F 1192 -4954 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP SS Dense:T2 2x4 SP#2: Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP SS Dense Webs 2x4 SP#3 B-K 2333 -487 I-H 4512 -1018 Lumber value set"13B"uses design values K-J 2328 -489 H-F 4608 -1033 approved 1/30/2013 by ALSC J-1 1581 -251 Bracing Maximum Web Forces Per Ply(Ibs) (a)Continuous lateral restraint equally spaced on Webs Tens.Comp. Webs Tens. Comp. member.Or 1x4'T'reinforcement.80%length of web member.Same species&SRB grade or better, C-J 283 -823 I-E 787 -2977 attached with 8d Box or Gun(0.11 3"x2.5",min.)nails J-D 440 -63 E-H 1953 -323 @ 6"oc. D-1 466 -92 (b)Continuous lateral restraint equally spaced on Rpt member.Or 2x6'T'reinforcement.80%length of ��«i� web member.Same species&grade or better, 1�S Fe-4jh� attached with 16d Box or Gun(0.135"x3.5",min.)nails QO�� •.l:••••,Y/f! Purlins 3 ••�,� sc ••' 3 • • In lieu of structural panels or rigid ceiling use purlins g : • to laterally brace chords as follows: O. 648 Chord Spacing(in oc) Start(ft) End(ft) TC 40 1.33 17.33 * ; * ■ TC 34 17.33 36.00 r ; BC 118 0.15 19.08 ATE %Ct BC 91 19.08 34.52 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. �'��jC` '.. L 0 REQ.+' Wind �ss�#0 278 NA Wind loads based on MWFRS with additional C&C yi�yb��lof"WipulAt member design. 09/22/2017 -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 Componen Safety Information,by TPI and SBCA)fbf sa shipping, practices poor to performing these functions. Installers shall provide temporary bracin per BCSI..Unless noted otherwise,top chord shall have propery attached structural sheathing and bottom Chord shall have a progeny attach ntl rigqid ceiling Locations shown for ermanent lateral restraint of webs shall have bracm installed per BCI sections B3,67 or 610, as applicadle. AppTy pOates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. 17efer to ALPINE 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 1,or 1Qor handling,shipping,installation and bracing of trussesA seal on this dr wing or cover page,, 2400 Lake Orange Dr. listin this drawing,indicates acceptance of pro essiona en ■neerin responsibility sole for the design shown. The s i bili Suite 150 and use of this aiawing for any structure is p e responsibiliq the Building Desigrfer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI: www.t inst.or ;SBCA: www.sbcindust .corn;ICC: www.iccsafe.o Orlando FL,32837 Job Number:346317 Ply: 1 SEON:824183 /T5 HIPS Cusl:R9353 JRef: 1W4G93530009 138gCAMILLA ST DUVAL CTY Qty: 2 FROM:RH DrwNo: 265.17.1303.57633 Truss Label: A03 JB / DF 09/22/2017 7'104 15' 26'8"14 34'8" r 7'10"4 + T1"12 + 4'8" + TO"14 + 7'11"2 =5x6 -6x6 D E T12 (a) T4 5 $5X6 5X6 _ C W6 F r �o - n IT5 l T1 A B4 H 3X6(Ai) =5X6 =3X4 =5X62.5 =3X8(A1) 0 12 F 1 4" 7'8"14 7'3"2 4'1" 7'7"8 77"8 r'4" 14 15' 19'1" 26'8"8 344" L" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udeff L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.405 1 999 240 B 1382 /308 /753 /- /175 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.924 1 446 180 G 1385 /310 /750 /- /- /4.0 Risk Category:II BCDL: 10.00 Snow Duration:NA HORZ(LL): 0.172 I - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.392 I - - B Min Brg Width Req= 1.6 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5 TCDL:4.2 psf Bearings B&G are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.979 g g Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.988 Re Factors Used:Yes Max Web CSI: 0.910 Members not listed have forces less than 375# Spacing:24.0" C&C Dista:3.47 ft p 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:1.60 WAVE,HS VIEW Ver:17.01.00E.0525.17 B-C 764 -2695 E-F 1435 -4884 Lumber C-D 646 -1982 F-G 1320 -4906 D-E 650 -1771 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2:T4,T5 2x4 SP SS Dense: Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2:134 2x4 SP SS Dense: Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3:W6 2x4 SP#2: Lumber value set"l 3B"uses design values B-L 2422 -595 J-1 1845 -409 approved 1/30/2013 by ALSC L-K 2417 -597 I-G 4558 -1150 K-J 1754 -365 Bracing (a)Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply(Ibs) member.Or 1x4 7'reinforcement.80%length of Webs Tens.Comp. WebsTens. Comp. web member.Same species&SRB grade or better, attached with 8d Box or Gun(0.1 13"x2.5",min.)nails C-K 255 -731 E-1 3181 -863 @ 6"oc. D-K 432 -50 Purlins iRMlpt//kit In lieu of structural panels or rigid ceiling use purlins to laterally brace chordsfollows: O�� •.�:••• , � Chord Spacing(in oc) Start(ft) End(ft) +•+ ,. � S TC 35 -1.33 15.00 ,•' �. •• TC 48 15.00 19.67 3 TC 30 19.67 36.00 i BC 100 0.15 19.08 : 0 648 • BC 93 19.08 26.71 BC 89 26.71 34.52 12 * * * x Apply purlins to any chords above or below fillers at 24' OC unless shown otherwise above. o• ATE ••t� Wind P J 6<11 Wind loads based on MWFRS with additional C&C �'� die` +'• L OR\V*+•++ � member design. yrs ++'•-+.•••+� �� ,ZTA �y'�SS��NA -E� #0 278 ''yryu,�uanriwlua�a�>� 09/22/20 17 "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 ship Ing,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)f$r sa etpy 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 attachctl rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, as appllca 4e. Apply plates to each face oftrussand position as shown above and on the Join Details, unless noted otherwise. Defer to A LP I N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the µrrwcm truss In conformance with ANSI PI 1,or or handliri(I shipping,installation and bracing of trussesA seal on this drawing or cover page.. 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro7esslonar engineering respons7bility solely for the design shown. The suitability Suite 150 and use of this drawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 ec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www.t inst.or ;SBCA: www.sbcindus .com;ICC: www.iccsafe.org Orlando FL,32837 Job Number: 346317 Ply: 1 SEAN:824194 /T4 HIPS Gust:R9353 JRef: 1W4G93530009 1380,CAMILLA ST DUVAL CTY Qty: 2 FROM:RH DrwNo: 265.17.1304.00863 Truss Label: A04 JB / DF 09/22/2017 6'9"14 13' 218" 26'8"8 34'8" 6'9"14 �- 6'22 - 8'8" �- 5'0"8 �- T11"8 5X6 -6X6 D E T12 '42X4 5 � 1112X4 C T1 F W5 io a, r t' 1 B =_F10912 G A 1 � H 3X6(A1) =5X8 =_5X62.5 =3X8(Al) 0 12 1'4" 9'7"39'5"13 7'7"8 7'7"8 1'4' • 9'7"3 19,1„ r 26,8"8 3,4" 'A L" 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): 0.371 1 999 240 B 1449 /309 /753 /- /156 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.816 1 505 180 G 1429 /311 /749 /- /- 14.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.154 1 - - Wind reactions based on MWFRS Des Ld: 37.00 EXP.C HORZ(TL): 0.338 1 B Min Brg Width Req= 1.5 Mean Height:15.00 ft G Min Br Width Re 1.5 NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 9 q= TCDL:4.2 psf Bearings B&G are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 1.000 9 Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.977 Re Factors Used:Yes Max Web CSI: 0.655 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.47 ft p 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:1.60 WAVE,HS VIEW Ver:17.01.00E.0525.17 B-C 817 -2881 E-F 1434 -4987 Lumber C-D 757 -2627 F-G 1346 -5047 D-E 686 -2131 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP SS Dense:T1 2x4 SP#2: Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP SS Dense Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3:W5 2x4 SP#2: Lumber value set"138"uses design values B-K 2599 -650 J-1 2326 -550 approved 1/30/2013 by ALSC K-J 2058 -466 1-G 4686 -1172 Purlins Maximum Web Forces Per Ply(Ibs) In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp. to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) K-D 588 -60 E-1 2900 -761 TC 37 -1.33 13.00 TC 50 13.00 21.67 TC 32 21.67 36.00 ItiglpJf� BC 114 0.15 19.08 kt! BC 93 19.08 26.71 r�S FLFfryry BC 89 26.71 34.52 �7 /�f Apply purlins to any chords above or below fillers OVA•.••• 'S••• /L at 24"OC unless shown otherwise above. �•�� •, Loading • •• Truss passed check for 20 psf additional bottom : p, 8 • chord live load in areas with 42"-high x 24"-wide • * _ clearance. � * ' , • • Wind z „�^• ATE Wind loads based on MWFRS with additional C&C •P member design. /eL �Qj''• r� • Jam. #0278 "% /ONAt-E\NN_ '`,04minviou,�*"s'� 09/22/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingg shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an a SBCA)fb�safety practices pnor to performing these functions. Installers shall provide temporary bmd'h per BCSI..Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attach�tl rigid ceilln Locations shown for permanent lateral restraint of webs shall have braach installed per BCSI sections 133,87 or 810 as applicable. Apply plates to each face of truss and position as shown above and on the Joint9Details, unless noted otherwise. Defer to' ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildinl1Components Group Ins.shall not be responsible for any deviation from this drawing anY failure to build the truss In conformance with ANSI/TPI 1,or for handlirip shipping,installation and bracing of trussesA seal on this drawing or cover page Ability 2400 Lake Orange Dr. listing this drawing indicates acceptance of proTessronar engineering responsibility solely for the de�'gn shovyn. The suifabtllty Suite 150 and use of this rowing for any structure is a responsibility of the wilding Desig er pe ANSIlfPI IS Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI: www.t inst.or ;SBCA: www.sbcindust .coni'ICC:www.iccsate.org Orlando FL,32837 Job Number: 346317 Ply: 1 SEQN:824197 /T3 HIPS Cust:R9353 JRef: 1W4G93530009 1980,.CAMILLA ST DUVAL CTY Qty: 2 FROM:RH DrwNo: 265.17.1304.04540 Truss Label: A05 JB / DF 09/22/2017 5'9"14 _ 11' 18'11"4 23'8"12 288 '8"8 i 34'8" 5'9"14 5'2"2 + T11"4 + 4'8" +0 T11" =6X6 1112X4 =5X10 D E F 12 1112X4 5 :2X4 G C T3 1 B =6XH 8 1 A B3 I 3X6(A1) =5X6 =6X8 =3X8(A1) 0 2.5 12 T7"8 7'7"8 r14� 11' 19'1" 288"8 34'4" L" 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): 0.335 J 999 240 B 1384 /311 /749 /- /136 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.766 J 538 180 H 1387 /312 /746 /- /- /4.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.143 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.327 J - - B Min Brg Width Req= 1.5 It Mean Height:15.00 H Min B Width Re 1.5 NCBCLL: 10.00 Code I Misc Criteria Creep Factor:1.5 r9 q= TCDL:4.2 psf Bearings B&H are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.999 g g Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.977 Re Factors Used:Yes Max Web CSI: 0.988 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.47 ft p Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 It FT/RT:0(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 B-C 872-2708 E-F 833 -2436 Lumber C-D 747-2368 F-G 1486 -4831 D-E 840 -2448 G-H 1400 -4892 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2:T3 2x4 SP SS Dense: Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP SS Dense:63 2x4 SP#2: Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Lumber value set"136"uses design values B-L 2451 -706 K-J 2659 -687 approved 1/30/2013 by ALSC L-K 2141 -514 J-H 4542 -1222 Purlins Maximum Web Forces Per Ply(Ibs) In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp. to laterally brace chords as follows: D-L 462 0 F-J 2594 731 Chord Spacing(in oc) Start(ft) End(ft) TC 39 -1.33 11.00 E-K 238 -394 TC 31 11.00 23.67 TC 33 23.67 36.00 BC 110 0.15 19.08INg1AJf�g17 BC 93 19.08 26.71 000016, t f w kAlryjry BC 89 26.71 34.52 J'►J !L.r q Apply purlins to any chords above or below fillers �� •,•• ' ••.. �d. at 24"OC unless shown otherwise above. O •s•'` S 0004 c Wind �� . • • Q�Q Wind loads based on MWFRS with additional C&C ; 648 member design o ATE 0R`'0P,",,• 6 #02 7ay''�%`rs�ONAt O-ow h"'Lurrtera,luu�w� 09/22/2017 **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 shippin installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an a SBCA)fbr safety IRractices 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 ri id ceilin Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCS!sections B3,67 or B10, as applicable. Appy plates to each face oftrussand position as shown above and on the Join, Details, unless noted otherwise. Refer to A LP I N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Build' Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with AN 1/91 1,or for handling,shipping,installatidn and bracing of trussesA seal on this drAwing or cover page., 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro)essionar engineering responsibility solely for the design shovJn. The u,Ability Suite 150 and use of this drawing for any structure is the responsibility of the Building Desig er per'ANSI/TPI 1 Sgec.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitwxom;TPI: www.t inst.or ;SSCA: www.sbdndus .com;ICC: w iccsafe.org Orlando FL,32837 Job Number: 346317 Ply: 1 SEQN:824204 /T20 HIPS Cust:R9353 JRef: 1W4G93530009 1380 CAMILLA ST DUVAL CTY Qty: 1 FROM:RH DrwNo: 265.17.1305.07640 Truss Label: A06 JB / DF 09/22/2017 18'9 g 25'8" 20'' 610 8 + 9, --5X6T2 =7E8= 3F4- 5G T 12 W4X6 5 p C T W T4 J v 1 J 3i A B N M =6X6 H a 7X8 B6 87 I 3X6(A1) 5X8 12 12 :H0510 5X6 =3X8 (A1) 12 0 2.5 UX6(SRS) 12 r14" 7'7" 1' 77' 1' T7"8 7,7„ 8, „ 15 g• 1 2,4„ i 26'8"8 34,4„ 1A Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) 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): 0.450 M 916 240 B 1394 1307 /753 /- /116 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 1.036 M 398 180 H 1393 /311 /744 /- /- /4.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.212 J - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 Mean Height:15.00 fl HORZ(TL): 0.487 J B Min Brg Width Req= 1.6 NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 H Min B rg Width Req= 1.5 TCDL:4.2 psf s rigid Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.978 Bearings B&H are a gid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.982 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.47 It Rep Factors Used:Yes Max Web CSI: 0.930 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 It FT/RT:0(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:17.01.00E.0525.17 B-C 834 -2744 E-F 988 -3014 Lumber C-1) 1109 -3560 F-G 947 -2961 D-E 1205 -3995 G-H 1374 -48B6 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2:T2,T4 2x4 SP SS Dense: Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2:136,B7 2x4 SP SS Dense: Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3:W5 2x4 SP#2: Lumber value set"13B"uses design values B-0 2465 -657 L-K 2985 -781 approved 1/30/2013 by ALSC O-N 3411 -904 K-J 3666 -1008 N-M 3157 -805 J-H 4533 -1187 Purlins M-L 4242-1102 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Maximum Web Forces Per Ply(Ibs) Chord Spacing(in oc) Start(ft) End(ft) Webs Tens.Comp. Webs Tens. Comp. TC 31 -1.33 9.00 TC 34 9.00 25.67 C-0 660-2283 M-E 2881 -639 BC 89 0.15 7.58 C-N 1915 -461 E-L 784 -2964 BC 17 7.58 8.58 � �R�7k N-D 768 -203 K-G 244 -709 BC 86 8.58 15.75 r�J FL�c BC 17 15.75 15.75 �7 �7 ! �Iyi��l D-M 905 -258 G-J 1987 -409 BC 28 16.75 19.08 O� ••rr ■ •••• �j BC 93 19.08 26.71 •.••\ S�••• s BC 90 26.71 34.52 , • Apply purlins to any chords above or below fillers . ■ at 24"OC unless shown otherwise above. :� : • o. 648 • Wind Wind loads based on MWFRS with additional C&C member design. '_ o• ATE ,' #0 27 MAL wu"lia"Ia`" 09/22/20 17 "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,handlingg ship In installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an cT SBCA)fbr y safe �ractices pnor to performing these functions. Installers shall provide temporary bracing per BCS].Unless noted o erwise,top chord shall have properly attached structural sheathing and bottom chord shall have a prope y attached rigid ceilincl Locations shown for elmanent lateral restraint of webs shall have bracin installed per BCI sections B3,B7 or 610, as applicable. AppTy pOates to each face,ofptruss and position as shown above and on the Joint9Details, unless noted otherwise. Refer to A LP I N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building ompon nts Grpup Inc.shall not be responsible for any deviation from this drawin any failure to build the o,� truss In conformance with ANSI�I 11,or or handlirfcL shipping,installation and bracing of trussesA seal on this drawing or cover page.. 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro7essronar engineering responsibility solety for the des/ n shown. The suitability Suite 150 and use of this drawing for any structure is the responsibility of the building Desigrier per ANSI/TPI 1 Sec.2. For, more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI: www. inst.or ;SBCA: wwwsbandustry.com:ICC: wwwiccsafe.org Orlando FL,32837 Job Number: 346317 Ply: 1 SEAN:800246 /T8 / HIPS Cust:RR9353 JRef: 1W4G93530009 1380 CAMILLA ST DUVAL CTY Qty: 1 FROM.RH DrwNo: 265.17.1158.49885 Truss Label: A07 TCE / DF 09/22/2017 7' � 1 ' + 110"12 + '2'21"28 32746812753 I 52T'5"88 7' 12 C=4X8112] =3X4116] =6X8 III G4 =5X8 T 5 D EE (a) r �II B O N I J Ba 1 =3X4(A1) 05X10 12 /// 5X6(SRS) 5 L K =3X4(Al) 12 =4X8[28] 5X10(SRS) 34'8" �14" 7'7" 1' 7'2" 'I 5'S"8 5'3"12 Tt"12 1'4� 7'7" 6' ' 15'9" 16 22'2"8 27'6"4 34'8" 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): 0.179 O 999 240 B 1224 /287 /- /- /- /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.414 O 539 180 Q* 264 /57 /- !- /- /191 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.068 M - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 HORZ(TL): 0.157 M B Min Brg Width Req= 1.5 Mean Height:15.00 ft Code/Misc Criteria CreepFactor:1.5 M Min Brg Width Req= - N Soffit: 2.0 BCDL:4.2 psf Bearings B&M are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.997 g g Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.985 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.47 ft Rep Factors Used:No Max Web CSI: 1.000 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:NA FT/RT:0(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00F.0416.13 B-C 528 -2301 F-G 2749 -606 Lumber Purlins C-D 463 -2155 G-H 2750 -606 D-E 643 -3094 H-1 799 -173 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins E-F 153 -704 Top chord 2x4 SP#2:T3 2x4 SP SS Dense: to laterally brace chords as follows: Bot chord 2x4 SP SS Dense:B4,B5,B6 2x4 SP#2: Chord Spacing(in oc) Start(ft) End(ft) Webs 2x4 SP#3:W3 2x4 SP#2: TC 36 -1.33 7.00 Maximum Bot Chord Forces Per Ply(Ibs) TC 31 7.00 27.67 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"138"uses design values TC 108 27.67 36.00 approved 1/30/2013 by ALSC BC 89 0.15 7.58 B-P 2065 -456 L-K 133 -656 BC 17 7.58 8.58 P-0 4223 -842 K-1 134 -678 Bracing BC 86 8.58 15.75 O-N 2404 -628 (a)Continuous lateral restraint equally spaced on BC 17 15.75 16.75 member.Or 1x4'T'reinforcement.80%length of BC 62 16.75 34.52 Maximum Web Forces Per Ply(Ibs) web member.Same species&SRB grade or better, Apply purlins to any chords above or below fillers Webs Tens.Comp. Webs Tens. Comp. attached with 8d Box or Gun(0.113"x2.5",min.)nails at 24"OC unless shown otherwise above. @ 6"oc. C-P 469 -36 M-F 98 -410 Wind P-D 557 -2909 F-L 743 -3057 Plating Notes Wind loads and 71ft% D-0 2642 -435 G-L 350 750 All plates are 5X6 except as noted. sr � e-4�h� O-E 783 -17 L-H 538 -2381 Plate Shift Table OV�•7�;' "�,�•.,�% E-N 540 -1931 K-H 445 10 Alrl� v N-F 1575 -225 JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [12] W4X6 S 1.25 [16] W3X4 S 1.25 : a [28] W4X8 S 1.50 : 0. 648 • � / a Loading #1 hip supports 7-0-0 jacks with no webs. z TE Left side jacks have 7-0-0 setback with 0-0-0 cant $ 7 , (�f and 1-4-0 overhang.End jacks have 7-0-0 setback �,�� •.� P••• o with 0-0-0 cant and 1-4-0 overhang.Right side jacks �i •.• O REQ.•' �1 have 7-0-0 setback with 0-0-0 cant and 0-0-0 tii, •'•••..••••�,`�� y�r overhang. #0 278�y�i�flss'�O�M- 09/22/2017 ` kri +trr - � wrtranuu 09/22/2017 -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) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted dttherwise,top chord shall have property attached structural sheathingg and bottom chord shall have a propefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing inslalled per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face.of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin-Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANn COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this dr wing or cover Daae,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shovTn. The sui ability Suite 150 and use of this drawing for any structure is the responsibility of the Building Desigrfer per ANSI/TPI 1 Sbc.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI: www.t inst.or ;SBCA: www.sbcindustr.corn;ICC. wwwiccsafe.org Orlando FL,32837 Job Number-346317 Ply: 1 SEAN:824119 /T26 COMN Cust:R9353 JRef: 1W4G93530009 138Q CAMILLA ST DUVAL CTY Qty: 1 FROM:RH DrwNo: 265.17.1305.11210 Truss Label: A08 JB / DF 09/22/2017 4'9"14 "4 18'11"4 25'8" "8 34'8" 4'9"14 4'2"2 5'24'"4 4'9" 6'8"12 1'26'8 7'11"8 =5X6 =5X6 =3X4 =5X6 1112X4 12 D E F G T 5 � H T 2CX4 T4 � T N tL B =6X8 B4 I -i A B3 J 1 3X6(A1) =5X6 =3X4 -5X10 0 25 =3X8(A1) 12 4'10"12 5'2"4 T7"8 7'7"8 1'4" 9' 13'10"12 19'1" 26'8"8 34'4" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pt in PSF) Def/CSI Criteria ♦Maximum Reactions(Ibs) 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): 0.352 F 999 240 B 1384 /312 /742 /- /116 14.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.803 F 513 180 1 1387 /314 /739 /- /- /4.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.153 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP.C HORZ(TL): 0.350 K B Min Brg Width Req= 1.6 Mean Height:15.00 ft Code/Misc Criteria CreepFactor:1.5 1 Min Brg Width Req= 1.5 NCBCLL: 10.00 TCDL:4.2 psf Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.989 Bearings B&I are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.992 Re Factors Used:Yes Max Web CSI: 0.797 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.47 ft p Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 It FT/RT:0(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 B-C 897 -2761 F-G 967 -2944 Lumber -- - - - C-D 795 -2502 G-H 1509 -4779 D-E 936 -2813 H-1 1439 -4891 Value Set:13B(Effective 6/1/2013) E-F 974 -2956 Top chord 2x4 SP#2:T4 2x4 SP SS Dense: Bot chord 2x4 SP#2:B3,B4 2x4 SP SS Dense: Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"'I 3B"uses design values approved 1/30/2013 by ALSC B-N 2502 -737 L-K 3627 -982 N-M 2273 -579 K-1 4542 -1257 Purlins M-L 2839 -765 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Maximum Web Forces Per Ply(Ibs) Chord Spacing(in oc) Start(ft) End(ft) Webs Tens.Comp. Webs Tens. Comp. TC 39 -1.33 9.00 TC 33 9.00 36.00 D-M 683 -239 G-K 2087 -617 BC 95 0.15 19.08 L-G 192 -686 BC 93 19.08 26.71tNt7 BC 89 26.71 34.52 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. �O�•*••'` ` `C% Wind 1W . Wind loads based on MWFRS with additional C&C L; ' re member design. • Q, 648 ' • lk * s * O , #0 278 NA 09/22/2017 -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 temporarryy bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proL�efly attached ri id ceilin Locations shown for ermanent lateral restraint of webs shall have bracingq installed per BCSI sections 63,B7 or 810, as applicabgle. 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 Build incLComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the -Co~ truss In conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA sea(on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro esslona engineering responsibilitty�solely for the design shovin. The suitability Suite 150 and use of this drawing, for any structure is the responsibility of the Building DesigrSer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www. inst.or;SBCA: www.sbcindust .com;ICC: www.iccsafe.org Orlando FL,32837 Job Number: 346317 Ply: 2 SEQN:824230 /T22 COMN Cust R9353 JRef: ,W4G93530009 1380 CAMILLA ST DUVAL CTY 1 Qty: 1 FROM:RH DrwNo: 265.17.1305.19780 Truss Label: A09 Page 1 of 2 JB / DF 09/22/2017 2 Complete Trusses Required 7' + 13'2"4 + 19'11"4 + 22'11" + 278" + 34'8" 7' 6'2"4 5'9" 3'1112 4'9" 7' 12 =5X8 =3X4 =5X6 -3X8120] T3 III6X8 C� 5 p C D E F T T 1 1B J TH =H0912 B4 i•t A K I N M L B3 p =3X6(A1) =7X8 =3X4[12] -H0912 0 2.5 =4X12(A1) 12 III 2X4 [1 4" 7'1"12 5'S 8 6'2"12 3'9"12 3'9"12 7'7"8 4- 7'1"12 12'10"4 19'1" 22'10"12 2'N8 8 34'4" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.579 K 712 240 O 2514 1544 /- /- J- /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 1.318 K 313 180 P 3184 /699 /- /- /- /4.0 Risk Category:II BCDL: 10.00 Snow Duration:NA HORZ(LL): 0.182 J Wind reactions based on MWFRS Des Ld: Me 37.00 a.C HORZ(TL): 0.415 J O Min Big Width Req= 1.5 NCBCLL:0.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 P Min Brg Width Req= 1.6 TCDL:4.2 psf Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.996 Bearings O&P are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.943 Spacing:24.0" C&C Dist a:3.47 ft Rep Factors Used:No Max Web CSI: 0.717 Members not listed have forces less than 375# Loc.from endwall:not in 4.50 It FTO(0)/ /RT: 5(2) Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate :0(0)/ Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE,HS VIEW Ver.17.01.00E.0525.17 B-C 595 -2849 E-F 1123 -5598 Lumber Purlins C-D 873 -4298 F-G 1646 -7872 D-E 1126 -5605 G-H 1425 -6678 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Top chord 2x4 IP#2:T3,T4 2x4 SP SS Dense: Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x6 SP W:B3,B4 2x6 SP SS Dense: Chord Spacing(in oc) Star1.33 ) E.00 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3:W9 2x4 SP#2: TC 54 -1.33 7.00 TC 21 7.00 27.67 B-N 2602 -535 L-K 6890 -1418 Lumber value set"13B"uses design values TC 26 27.67 36.00 approved 1/30/2013 by ALSC BC 120 0.15 19.08 N-M 2606 -534 K-J 6877 -1418 BC 93 19.08 26.71 M-L 4376 -893 J-H 6277 -1327 Nailnote BC 96 26.71 34.52 Nail Schedule:0.131"x3",min.nails Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply(Ibs) Top Chord:1 Row @12.00"o.c. at 24"OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp. Bot Chord:1 Row @12.00"o.c. Webs :1 Row @ 4"o.c. C-M 1882 -377 L-F 330 -1426 Use equal spacing between rows and stagger nails M-D 198 -771 F-J 1192 -273 in each row to avoid splitting. D-L 1368 -260 J-G 2904 -578 (1)1/2"bolts MAY BE USED FOR AIlllftifprJt min.nails ON T0.131"x3",BOTTOM OT �a AS` F �4jq THE BOTTOO M CHORD ONLY. Plate Shift Table Q ••�� S�•• JT Plate Lateral Chord JT Plate Lateral Chord 3 No Size Shift Bite No Size Shift Bite • • [12] W3X4 1.50 R 1.25 [20] W3X8 2.50 R 1.25 Q, 648 • ■ Wind Wind loads and reactions based on MWFRS. c w TE •, y , ,g . A • � �? 40278 t�u '�,V 09/22/: 1 *"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,handlinq 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 bracin per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachod rigid ceilin Locations shown for_permanent lateral restraint of webs shall have bracinginstalled per BCSI s ctions B3,B7 or B10, as applicable. Apply places to each face otruss and position as shown above and on the JointDetails, unless note 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 ANSI PI 1,or for handling,shipping,installation and bracing of trussesA seal on this droving or cover page,. 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro7essionA en ineering responsibility sole N for the de si n shov7n. The suitability Suite 150 and use of this drawing for any structure is the responsibility of the building Desig er pe ANSI/TPI 1 S�c.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI: www. inst.or ;SBCA: www.sbdndust .com;ICC: www.iccsafe.org Orlando FL,32837 Job Number. 346317 Ply: 2 SEQN:824230 !T22 COMN Cust:R9353 JRef: 1W4G93530009 1380 CAMILLA ST DUVAL CTY Qty: 1 FROM:RH DrwNo: 265.17.1305.19780 Truss Label: A09 Page 2 of 2 JB / OF 09/22/2017 Special Loads ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 55 plf at -1.33 to 55 plf at 19.02 TC-From 28 plf at 19.02 to 28 plf at 29.02 TC-From 55 plf at 29.02 to 55 plf at 36.00 BC-From 4 plf at -1.33 to 4 plf at 0.00 BC-From 20 plf at 0.00 to 20 plf at 19.08 BC-From 10 plf at 19.08 to 10 plf at 29.02 BC-From 20 pif at 29.02 to 20 plf at 34.67 BC-From 4 plf at 34.67 to 4 plf at 36.00 TC- 127 Ib Conc.Load at 21.02 TC- 147 Ib Conc.Load at 23.02 TC- 195 Ib Conc.Load at 25.02 TC- 165 Ib Conc.Load at 27.02 TC- 108 Ib Conc.Load at 29.02 BC-1920 Ib Conc.Load at 19.02 BC- 121 Ib Conc.Load at 21.02 BC- 101 Ib Conc.Load at 23.02 BC- 154 Ib Conc.Load at 25.02 BC- 125 Ib Conc.Load at 27.02 BC- 141 Ib Conc.Load at 29.02 tnttiari„�„� 648 • f A • s . ,e•� ATE 0`Act z ss�oNAl. #0 278 tvttwpWtlW 09/22/2017 "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) gr safety practices pnor to performing these functions. Installers shall provide tempora rryy bracing per BCSI.Unless noted oyherwise,top chord shall have properIg attached structural sheathing and bottom chord shall have a pro el attachetl rigid ceiling Locations shown for permanent lateral restraint bf webs shall have bracin�installed per BCI sections B3,B7 or 610, as appllcabge. Apply plates to each face.of truss and position as shown above and on the Join Details, unless noted otherwise. F7efer to ALPINE 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 n rwcadrwr truss in conformance with ANSIlI PI 1,or for handlirict,shipping,installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro)essronar engineering responsibility solely for the design shown. The suiTabillty Suite 150 and use of this cawing for any structure is the responsibility of the Building Desig er per ANSIIfPI 1 Sbc.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www.t inst.or ;SBCA:www.sbcindust .com;ICC: wwwJccsafe.orq Orlando FL,32837 Job Number. UW17 Ply: 1 SEAN:824218 /T21 COMN Cust:R9353 JRef: 1W4G93530009 1880 CAMILLA ST DUVAL CTY Qty: 3 FROM:RH DrwNo: 265.17.1305.25717 Truss Label: A10 JB / DF 09/22/2017 5'4"12 1 9'6"8 1 13'8"4 18'11"8 64"12 14'1"12 14'1"12 5'3"4 3X4 E =2X4 =2X4 T D F T 5 12 1112X4 1112X4 C B2 G N t7 O v °O v co B H 1 �1 A 4711L K J I =3X4(A1) 3X4(A1) 1113X4 =H0510 1113X4 5'4"12 47"4 3WA 5'3"4 5'4"12 110' 13'8"4 18'11"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) 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): 0.277 K 808 240 L 1075 /181 /429 /- /104 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.560 K 400 180 H 990 /151 /366 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.107 C - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:CMean Height:15.00 ft HORZ(TL): 0.220 C - - L Min Brg Width Req= 1.5 NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= - TCDL:4.2 psf Bearing L is a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.970 9 g Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.917 Re Factors Used:Yes Max Web CSI: 0.237 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft P Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 4.50 ft FT/RT:0(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:17.01.00E.0525.17 B-C 334 -1882 E-F 797 -24 Lumber Wind C-D 366 -1606 F-G 379 -1606 D-E 797 -31 G-H 351 -1883 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C To chord 2x4 SP SS Dense member design. P Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x6 SP SS Dense:B2 2x4 SP#2: Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Lumber value set"1313"uses design values B-K 1630 -250 J-1 1643 -248 approved 1/30/2013 by ALSC K-J 1643 -248 I-H 1630 -250 Purlins Maximum Web Forces Per Ply(Ibs) In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp. to laterally brace chords as follows: C-K 585 0 I-G 583 0 Chord Spacing(in oc) Start(ft) End(ft) TC 51 -1.33 18.96 D-F 431 -2507 BC 120 0.15 18.83 Apply purlins to any chords above or below fillers 11111111"Y or 24"OC unless shown otherwise above. S �rpi Collar-tie braced with continuous lateral bracing at 24"oc.or rigid ceiling. �� •••• ••++ r Hangers/Ties (J)Hanger Support Required,by others ; /'• e / • Loading 3 o. 648 a Attic room loading from 5-6-8 to 13-6-8:Live Load:30 PSF.Dead Load:5 PSF Ceiling:0 PSF,Kneewalls:0 ATE Truss designed for sleeping room only.No waterbeds permitted.Provide information to contractor, •• a c `QP architect,and bldg owner.Trusses to be visibly �'�i �1�+••.� �R .•'• ��t?� stamped to indicate 30.00 psf MAX LL. p��t- • U ao 278 ' '� 0IN it a& tmrruututl+�' 09/22/2017 **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 ship ing,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)fog sa g practices pnor to performing these functions. Installers shall provide temporarily bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppe y attached riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicafsle. Apply plates to each face,of truss and position as shown above and on the Joint9Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin omponents Group Inc.shall not be responsible for any deviation from this drawin�any failure to build the �,,,,,,,oM�a y truss in conformance with ANSI 11,or for handlin j shipping,installation and bracing of trussesA seal on this dr wing or cover page., 2400 Lake Orange Dr. listin this drawing indicates acceptance of pro essiona en ineen res onsibili�y sole)v forthe desi n shown. The sui abill and use of this drawing for any structure is the responsibilityofthe Building Designer pe YANSIffPI 1 S�c.2. Suite 150 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 .com;ICC: w iccsafe.org Orlando FL,32837 Job Number:,346317 Ply: 1 SEQN:824221 /T23 SPEC Cust:R9353 JRef: iW4G93530009 4380 CAMILLA ST DUVAL CTY Oty: 1 FROM:RH DrwNo: 265.17.1305.28987 Truss Label: A11 JS / DF 09/22/2017 i 54"12 9'6"8 + 13'8"4 + 18'11"8 5'4"12 4'1"12 41"12 5'3"4 =3X4 E =2X4 =2X4 D F 12 S1112X4 1112X4 T D C B2 G v iq -v B H Li +�f A 71 1Cyt L K J I 3X4(A1) 1113X4 -1-10510 1113X4 =3X4(A1) �—1'4" 5'4"12 4'7"4 3'8"4 5'3"4 54"12 10' 13'8"4 118'11"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def11CSI Criteria ♦Maximum Reactions(Ibs) 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): 0.278 K 808 240 L 1076 /181 /430 /- /1104 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.560 K 400 180 H 989 /151 /366 /- /- /2.5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.107 C - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.220 C - - L Min Brg Width Req= 1.5 Mean Height:15.00 ft Code/Misc Criteria CreepFactor:1.5 H Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:4.2 psf Soffit: 2.00 TCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.973 Bearings L&H are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.920 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.237 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(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens, Comp. Wind Duration:1.60 WAVE,HS VIEW Ver:17.01.00E.0525.17 B-C 335-1887 E-F 800 -25 Lumber C-D 367 -1609 F-G 379 -1610 D-E 800 -32 G-H 352 -1887 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP SS Dense Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x6 SP SS Dense:B2 2x4 SP#2: Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Lumber value set"13B"uses design values B-K 1634 -251 J-1 1647 -249 approved 1/30/2013 by ALSC K-J 1647 -249 I-H 1634 -251 Purlins Maximum Web Forces Per Ply(Ibs) In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp. to laterally brace chords as follows: C-K 586 0 I-G 584 0 Chord Spacing(in oc) Start(ft) End(ft) TC 51 -1.33 18.96 D-F 433 -2514 BC 120 0.15 18.85 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. G�,S F�`� Collar-tie braced with continuous lateral bracing at 24"oc.or rigid ceiling. n�••,••• ' ••..•'`f//� VV • Loading �Xn V � • Attic room loading from 5-6-8 to 13-6-8:Live Load:30 ; • PSF Dead Load:5 PSF Ceiling:0 PSF,Kneewalls:0 O. 848 • Truss designed for sleeping room only.No waterbeds permitted.Provide information to contractor, • ; architect,and bldg owner.Trusses to be visibly sti ', ATE stamped to indicate 30.00 psf MAX LL. • :(4 Wind yy4oif•••FL O R`. X Wind loads based on MWFRS with additional C&C •••••'"�• (��l` member design. NA ' #0 278 09/22/2017 **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 ship Ing,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r sa 6t practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached riclid ceiling Locations shown for ermanent lateral restraint of webs shall have bracin insalled per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face ofptruss and position as shown above and on the Joint9Details, unless noted othervuise. 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 ,,,, c Y truss In conformance with ANSIPI 1,or for handling,shipping,Installation and bracing of trussesA seal on this drawing or cover page.. 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro esslona engineering responsibility solely for the design shown. The suitability Suite 150 and use of this drawing for any structure is the responsibility of the Building Desigrfer 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.t inst.or ;SBCA: www.sbcindust .com;ICC: www.iccsafe.org Orlando FL,32837 Job Number: 346317 Ply: 1 SEQN:824224 /T18 COMN Cust:R9353 JRef: 1W4G93530009 1380 CAMILLA ST DWAL CTY Qty: 1 FROM:RH DrwNo: 265.17.1305.32020 Truss Label: Al2 JB / DF 09/22/2017 5'4"12 1 9'61.8 13'8"4 19'1" 5'4"12 4'1"12 41"12 54"12 =3X4 E =2X4 =2X4 D F 12 T 5 1112X4 1112X4 C B2 G ih c o v _ -v io 1 B H Li 7 t L K J 3X4(A1) 1113X4 =_H0510 1113X4 --3X4(Al) 5'4"12 4'7"4 3'8"4 54"12 �—1'4" 5'4"12 110' 113'8"4 1 19'1" 1'4"—{ Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def1/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): 0.280 J 804 240 M 1077 /180 /431 /- /116 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.565 J 398 180 H 1077 /180 /431 /- /- /4.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.108 C - - Wind reactions based on MWFRS Des Ld: 37.00 EXP.C HORZ(TL): 0.221 C M Min Brg Width Req= 1.5 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:4.2 psf Bearings M&H are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.976 g g Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.922 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 it Rep Factors Used:Yes Max Web CSI: 0.238 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:0(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:17.01.00E.0525.17 B-C 627 -1690 E-F 803 -66 Lumber C-D 649 -1612 F-G 649 -1612 D-E 803 -66 G-H 627 -1890 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP SS Dense Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x6 SP SS Dense:62 2x4 SP#2: Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Lumber value set"1313"uses design values B-L 1637 -427 K-J 1650 -426 approved 1/30/2013 by ALSC L-K 1650 -426 J-H 1637 -428 Purlins Maximum Web Forces Per Ply(Ibs) In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp. to laterally brace chords as follows: C-L 587 0 J-G 587 0 Chord Spacing(in oc) Start(ft) End(ft) TC 51 -1.33 20.42 D-F 747 -2520 BC 120 0.15 18.94 Apply purlins to any chords above or below fillers SIlmu""01, 4"N'at 24"OC unless shown otherwise above. !' Collar-tie braced with continuous lateral bracing at 24"oc.or rigid ceiling. OV �•••• ' '••♦ '`�� S •• Loading � ♦♦V, � • Attic room loading from 5-6-8 to 13-6-8:Live Load:30 t� : • PSF.Dead Load:5 PSF Ceiling:0 PSF,Kneewalls:0 : 648 PSF = • Truss designed for sleeping room only.No waterbeds * r* permitted.Provide information to contractor, • ; architect,and bldg owner.Trusses to be visibly = ATE ; stamped to indicate 30.00 psf MAX LL. % ��,r F OP♦• � Wind � �'••., ORS ,••'�C�g�o mWind embeadsed on MWFRS with additional C&C sc1/O��` #0 278 %�rurrnarratllu0 09/22/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingg shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)fiir safety practices prior to performing these functions. Installers shall provide temporary bracin per BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachutl rigid ceiling Locations shown for rmanent lateral restraint of webs shall have bracingq installed per BCSI sections B3,B7 or 810, as applicable. Apply Oates to each face ortruss and position as shown above and on the Joint Details, unless noted otherwise. 17efer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Build in Components Group Ins.shall not be responsi¢le for any deviation from this drawin�an�failure to build the �„R,.W.PM y tr ss In conformance with ANSI 1,or for handling,s ippinq,Installatl n and bracing of trussesA seal on this dr wi q or cover page_. 2400 Lake Orange Dr. listingthis drawing indicates acceptance of pprofessionar en ineering responsibility sole for the desi n shown. The sui abrll Suite 150 and se of this drawing, for any structure is ge responsibilityg of the Building Desigrier per ANSI/TPI 1 Sgec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www.t inst.or ;SBCA: www.sbcindust .corn;ICC: www.icrsafe.org Orlando FL,32837 Job Number. x46317 Pty: 1 SEQN:800191 /T19 /GABL Cust:RR9353 JRef: 1W4G93530009 1380 CAMILLA ST DUVAL CTY Qty: 1 FROM:RH DrwNo: 265.17.1158.48669 Truss Label: A13 TCE / DF 09/22/2017 1'4"2"8 '8 3 i 9'6"8 i 1T8"14 187^f3 77"3 8'2"6 8'2"6 8 478 1'4"- (TYP) =4X6 T 12 T o 3X4 n SC7 ' '43X4 ~ B C M SC2 A O Y =3X6(C5) T =3X6((C5) 2X4(C5) =5X6 =2X4(C5) 19'1" F" 1'4" 19 1" 19'1• 1'4"'.� (NNL) (NNL) f—2'9"8 F--278 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 L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.005 M 999 240 Y' 91 /16 /54 /- /12 /114 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.011 M 999 180 T• 76 /21 /47 /- /- /114 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.001 C - - Wind reactions based on MWFRS Des Ld: 37.00 EXP.C HORZ(TL): 0.003 C Y Min Brg Width Req= - Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 T Min Brg Width Req= NCBCLL: 10.00 TCDL:4.2 psf Bearings Y&T are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.182 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.102 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.049 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:0(0)/5(2) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00F.0416.13 Lumber Additional Notes Value Set:13B(Effective 6/1/2013) See DWGS A14015ENC101014&GBLLETIN1014 for Top chord 2x4 SP#2 gable wind bracing and other requirements. Bot chord 2x4 SP#2 Stacked top chord must NOT be notched or cut in Webs 2x4 SP#3 area(NNL).Dropped top chord braced at 24"oc :Stack Chord SCI 2x4 SP#2: intervals.Attach stacked top chord(SC)to dropped :Stack Chord SC2 2x4 SP#2: top chord in notchable area using 3x4 tie-plates 24" Lumber value set"13B"uses design values oc.Center plate on stacked/dropped chord approved 1/30/2013 by ALSC interface,plate length perpendicular to chord length. Splice top chord in notchable area using 3x6. Plating Notes All plates are 2X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins 11 minyigi to laterally brace chords as follows: L+ t�'tiAlri�� Chord Spacing(inoc) Start(ft) End(ft) ``[S�►.7 f TC 35 -1.33 1.46 V ♦•�• ' •♦,�•'Y/!/j� TC 119 1.46 9.54 •.•�` S ••�e' ¢ TC 75 9.54 19.08 3 ♦ '{a TC 35 19.08 20.42 ♦ > BC 75 0.29 18.79 ; Apply purlins to any chords above or below fillers ; O. "8 at 24"OC unless shown otherwise above. _ • Wind $ " ATE • Wind loads based on MWFRS with additional C&C y .0 a: ;• member design. e ; Ro #0 278 Nttw 1; 09/22/2017 —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,ship Ing,installing and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)ib�saie y practices poor to performing these functions. Installers shall provide temporary bracin per BCSI.Unless noted otherwise,to chord shall have ro r�attached structural sheathing and bottom chord shall have a pro Vr attach d rigid ceilin Locations shown for ermanent lateral restr int bf webs shall have bracin insti311ed per BCSI Mons B3,B7 or B10, as applicable. Apply plates to each face.oftrussand position as shown above and on the Joint9Detalls, unless noted otherwise. Refer to A LP I N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin omponsnts Gr u In shall not be responsible for any deviation from this drawing,an failure to build the truss In conformance with ANSI/ 1 1,or for han�lir�p s�iippinq,installati6n and bracing of trussesA seal on this drawing or cover page.. 2400 Lake Orange Dr. "sting this drawin indicates acceptance of pro essrona en Ineenn responsibility solely for the design shown. The sui ablll Suite 150 and use of this grawing for any structure is fhe responsibilit�of the luilding Desigder per`ANSI/TPI 1 S-ec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com:TPI: www. inst.or ;SBCA: www.sbcindust .com;ICC: www.icrsafe.org Orlando FL,32837 Job Number..346317 Py: 1 SEON:824169 /T30 COMN Cust:R9353 JRef: 1W4G93530009 1380 CAMILLA ST DUVAL CTY Qty: 1 FROM:RH DrwNo: 265.17.1305.39997 Truss Label: A14 JB / DF 09/22/2017 C 12 5 CV CV - B N A D 2X4(A1) 5'4" 1'4r, 5'4" 5'4" 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 L/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B• 108 /10 /74 /- /18 /60.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D -183 /183 /- /- /- /4.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.004 D D /183 Des Ld: 37.00 EXP:C HORZ(TL): 0.009 ID Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= - TCDL:4.2 psf D Min 8 Width Re 1.5 Soffit: 2.00 BCDL:5.0 sf Bldg Code: FBC 2014 RES Max TC CSI: 0.302 q= p TPI Std: 2007 Max BC CSI: 0.199 Bearings B&D are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h Spacing:24.0" C&C Dist a:3.00 it Rep Factors Used:Yes Max Web CSI: 0.110 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:1.60 WAVE VIEW Ver:17.01.60E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC 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) iRtttUNt TC 755.33 0.1 BC 62 0.15 5.33 Apply purlins to any chords above or below fillers oOV ..• ••.� fil. at 24"OC unless shown otherwise above. ••• '• 'Y Wind 3 � Wind loads based on MWFRS with additional C&C 0 member design. 3 ; 648 Right end vertical not exposed to wind pressure. * i Additional Notes "• ATE Negative reaction(s)of-183#MAX.from anon-wind ,.�y • load case requires uplift connection.See Maximum '., •. /C OP;• Reactions. iC` '•. C O R\ GN0� a #0 278 �iy /ONp!�-` tt+1 09/22/2017 -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,handiin shipping,installingand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracin per BCSI..Unless noted otherwise,top chord shall have property attached structural sheathing and bottom chord shall have a properly attach2d riAid ceiIinq Locations shown for permanent lateral restraint of webs shall have braacin installed per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint9Details, unless noted otherwise. kefer 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;TW'o P NY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawl g or cover page._ 2400 Lake Orange Dr. listing this drawing,indicates acceptance of pro essiona en ineerin9 responsibility solely for the design shown. The suit-ability Suite 150 and use of this a�awing for any structure is the responsibiligof the Building Designer per ANSI/TPI 1 5gec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www. inst.or ;SBCA: www,sbcindus .com;ICC:w Jccsafe.org Orlando FL,32837 Job Number. 146317 Pty: 1 SEQN:824113 /T29 COMN Cust:R9353JRef: 1W4G93530009 1580 CAMILLA ST DWAL CTY Qty: 1 FROM:RH DrwNo: 265.17.1305.43233 Truss Label: A15 JB / DF 09/22/2017 !_ 4' 4' 1'4" IIIC4X6 1112X4 D 12 5 o � B N (O A 1 N G 10 F E 1112X4 =2M(Al) 1112X4 4'1"12 1'2"4 f- 1'4" 4112"12 5'4,, Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(Ibs) 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): 0.025 F 999 240 B 298 /64 /188 /- /74 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.056 F 999 180 E 182 /48 /98 /- /- /4.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.011 C - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:CMean Height:15.00 ft HORZ(TL): 0.025 C - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 1.5 TCDL:4.2 psf Bearings B&E are a ri id surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.226 9 g Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.244 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: 0.086 Loc.from endwall:not in 9.00 ft FT/RT:0(0)/5(2) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.17.01,00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Lumber value set 136"uses design values approved 1/30/2013 by ALSC 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 69 -1.33 4.00 TC 16 4.00 5.33 BC 62 0.15 5.33 Apply purlins to any chords above or below fillers iffttlpbrpr�� at 24"OC unless shown otherwise above. Wind O�+•+'+• • ••'�•�•ij•Y'jj!/!/ Wind loads based on MWFRS with additional C&C Q '�� tSF••• member design. • • Right end vertical not exposed to wind pressure. O. 8 • a • C + • ATE ,•cr ,G'''��iC ••F(O R`OP•��g ', #0 27s'y''''s ONAwti � 09/22/2017 "'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 shippin installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) gr safety�ractices prior to performing these functions. Installers shall provide temporary bracin per SCSI.Unless noted otherwise,top chord shall have proper attached structural sheathing and bottom chord shall have a properly attach�tl rigid ceilin Locations shown for ermanent lat@ral restraint f webs shall have bracinc�installed per BC I sections 63,67 or B1 as appllcabgle. Apply plates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. Refer to' ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building CComponents Group Inc.shall not be responsible for any deviation from this drawinq�any failure to build the u� COM, Y truss In conformance with ANSI/TPI 1,or for handling,shipping,Installati n and bracing of,trussesA seal on this drwi g or cover pa�e,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro)essionaf en ineenng responsibility solely for the design shown. The su' bility Suite 150 and use of this drawing for any structure is the responsibilitll,o the Building Desigrfer per ANSI/TPI 1 Sfc.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www. inst.or;SBCA: www.sbcindus .com;ICC: w Accsafe.org Orlando FL,32837 Job Number. 346317 Ply: 1 SEAN:824134 /T28 COMN Cust:R9353 JRef: iW4G93530009 1380 CAMILLA ST DUVAL CTY Qty: 2 FROM:RH DnwNo: 265.17.1305.45713 Truss Label: A16 JB / OF 09/22/2017 21811 6411I 2'811 1 21811 12 =4X6 T 5T co M B D A 1112X4 2X4(A1) =2X4(A1) 21811 2181' 1'4" 2r8n1 51411 Loading Criteria(psr) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) 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): 0.002 E 999 240 B 293 /73 /172 /- /41 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.005 E 999 180 D 188 /37 /104 /- /- /4.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 E - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL):0.002 E - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5 TCDL:4.2 psf Bearin s B&D are a ri id surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.143 g g Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.084 Re Factors Used:Yes Max Web CSI: 0.036 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft P Loc.from endwall:not in 4.50 ft FT/RT:0(0)/5(2) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Lumber value set 1313"uses design values approved 1/30/2013 by ALSC 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 52 -1.33 2.67 TC 35 2.67 5.33 BC 60 0.15 5.19 Apply purlins to any chords above or below fillers titdltlg*10,4" at 24"OC unless shown otherwise above. ,\`��S �4q Wind l•."•••'•• • �•'••••Y��/�/ Wind loads based on MWFRS with additional C&C Q •�� SF•• member design. o. 648 e • • ATE OR #o 278 'y� 10NAt E v ' «++trw+uu '� 09/22/2017 **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)fbr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigqid ceilin Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as appllcaffle. Appy plates to each face oftrussand position as shown above and on the Join Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group In,shall not be responsible for any deviation from this drawin�any failure to build the uamvcoMvavy truss In conformance with ANSI/TPI 1,or for hantllirSCL s ipping,Installation and bracing of trussesA seal on this dr wing or cover page,, 2400 Lake Orange Dr. Ii this drawing indicates acceptance of pro essiona en Ineenn responsibility solely for the de si n shown. The suitability Suite 150 and use of this drawing for any structure is the responsibilityg of the Building Desigrier perANSI/TPI II S$c.2. Ty For more information see this job's general notes page and these web sites: ALPINE:www.al ineitwxom;TPI: www.t inst.or ;SBCA: www.sbcindus .com;ICC: www.iccsafe.org Orlando FL,32837 Job Number. 846317 Ply: 1 SEQM 824116 /T1 COMN Cust:R9353 JRef: 1W4G93530009 1380 CAMILLA ST DWAL CTY Qty: 1 FROM:RH DrwNo: 265.17.1305.48280 Truss Label: A17 JB / DF 09/22/2017 L 2,8„ 64° 1 2,801 2681- 12 =4X6 � 5 � � c� B D Li A E 2X4(A1) 1112X4 =2X4(A1) 2,8„ 2,8„ 1'4" 1'4" 2'8" 5'4" Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) 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): 0.002 F 999 240 B 280 /68 /173 /- 151 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.005 F 999 180 D 280 /68 /173 /- /- /4.0 Risk Category:II BCDL: 10.00 Snow Duration:NA HORZ(LL): 0.001 F - - Wind reactions based on MWFRS EXP'C HORZ L: 0.002 F B Min Br Width Re 1.5 Des Ld: 37.00 Mean Height:15.00 ft � ) g q NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5 TCDL:4.2 psf Bearin s B&D are a ri id surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.215 g g Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.062 Re Factors Used:Yes Max Web CSI: 0.035 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft P Loc.from endwall:Any FT/RT:0(0)/5(2) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01:00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Lumber value set 1313"uses design values approved 1/30/2013 by ALSC 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 52 -1.33 6.67 BC 60 0.15 5.19 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. tII'MIA )" Wind V ►s Wind loads based on MWFRS with additional C&C OV .••' • •••• �/�j member design. ,••� S�•% o. 648 TE °tt 4 0 227;'-"%,S/ANAL 09/22/2017 ""WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme rise in fabricatin ,handlin ship In installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an�SBCA)P&safe y�ractices 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 have a properly attachLstl rigqid ceiling Locations shown for_permanent lateral restraint of webs shall have bracing inslelled per BCSI sections 63,87 or 910, as applicable. Apply plates to each face,otruss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Build Components Group Inc.shall not be responsible for any deviation from this drawingti any failure to build the ua COMc Nr truss in conformance with ANSI$Pl 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro-fessionar en ineering responsibility solely for the des�i9n shown. The suit"abtlity Suite 150 and use of this drawing for any structure is the responsibility of the wilding Desig er pe ANSI/TPI 1 5ec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www.t inst.or ;SBCA: www.sbdndus .com;ICC: wwwJccsafe.org Orlando FL,32837 Job Number:.346317 Ply: 1 SEQN:824137 /T27 GABL Cust:R9353 JRef: 1W4G93530009 138q CAMILLA ST DUVAL CTY Qty: 1 FROM:RH DrwNo: 265.17.1305.51033 Truss Label: A18 JB / DF 09/22/2017 2'8" 5'4" _I 2'8" + 2'8" 12 5 D =4X6 T °f A C 1 E 1112X4 5'4" _I I_ 5'4e _I r- 5'4„ Loading Criteria(psf) Wind Criteria Snow Criteria ft,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibis),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 D 999 240 E' 75 /8 /32 /- /3 /64.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(fL): 0.004 D 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 D - - E Min Brg Width Req= - EXP:C HORZ L:-0.002 D BearingE is a rigid surface. Des Ld: 37.00 Mean Height:15.00 ft � ) g NCBCLL: 10.00 Mean Height: psf Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDLBCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.062 Members not listed have forces less than 375# Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.066 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.051 Loc.from endwall:Any FT/RT:0(0)/5(2) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Lumber value set"l 3B"uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X4(D1)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) tltu�Nr TC 32 0.15 5.19 al�4 BC 64 0.00 5.33 �• AS F/C -4i* Apply purlins to any chords above or below fillers ```` �` � '*[: , at 24"OC unless shown otherwise above. �OV ,.•'• a5•`••.•� Wind ••� � •• $ Wind loads based on MWFRS with additional C&C r • member design. • Q, 648 • Additional Notes See DWGS A14015ENC101014&GBLLETIN1014 for • ' e � gable wind bracing and other requirements. % ATE %Q Truss designed to support 8"maximum gable �.�"!' •, F P••' (` .` end overhang. '•, ©� •�•• OR`O�.• �?� #0 27gs�O W- iU41 09/22/2017 —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 shippin installing.and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fb�safety�ractices prior to performing these functions. Installers shall provide temporaN bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propef_Ily attachetl rigqid ceiling Locations shown for ermanent lateral restraint bf webs shall have bracinginstalled per BCSI sections B3,B7 or 910, as appllcaf3le. Apply plates to each face.otptruss and position as shown above and on the JointDetails, unless noted otherwise. Refer to A LP I N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Bui% Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN ()—Ny truss in conformance with AN „H-, PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,. 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona en ineennq responsibilittyy solely for the design shown. The sui bllity Suite 150 and use of this drawing for any structure is the responsibiliq the Building DesigrSer per ANSUTPI 1 S�c.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI: www.t inst.or ;SBCA: www.sbdndust .com;ICC: www.icesafe.or Orlando FL,32837 Job Number:,346317 Ply: 1 SEQN:800232 /T14 /HIP_ Cust:RR9353 JRef: 1W4G93530009 '13$0 CAMILLA ST DUVAL CTY Qty: 2 i FROM:RH DrwNo: 265.17.1158.49857 Truss Label: HJ01 TCE / DF 09/22/2017 5'2"9 9110,11 r 5'2"9 4'78 —� D 12 3.54 ;2X4 C _M fV N C7 i7f M B 42 A FE 2X4(A1) —4X6 1,10"10 10 9'3"7 6"1 9'3"7 911 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) 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 C 999 240 B 395 /101 /- /- /- /4.9 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(fL): 0.070 C 999 180 E 346 /9 /- /0 /0 /1.5 Risk Category:II BCDL: 10.00 Snow Duration:NA HORZ(LL): 0.007 C - - D 218 /111 /- /- /- /1.5 Des Ld: 37.00 EXP.C HORZ(TL): 0.016 C Wind reactions based on MWFRS NCBCLL:0.00 Mean Height:15.00 It Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 TCDL:4.2 psf E Min Brg Width Req= - Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.998 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.815 D Min Brg Width Req= . Re Bearing B is a rigid surface. 24.0" C&C Dist a:3.00 ft P Factors Used:No Max Web CSI: 0.311 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(Ibs) Wind Duration:1.60 WAVE VIEW Ver:16.01.00F.0416.13 Chords Tens.Comp. Lumber B-C 247 -660 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Webs 2x4 SP#3 Lumber value set"1313"uses design values B-F 631 -225 approved 1/30/2013 by ALSC Purlins Webs Web Forces Per Ply(lbs) Webs Tens.Comp. In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: C-F 238 -670 Chord Spacing(in oc) Start(ft) End(ft) TC 72 -1.89 9.84 BC 75 0.15 9.84 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. fRalDrrgtgt�� Loading �►J ! :�l4�4� Hipjack supports 6-11-8 setback jacks with no webs. �. • 'YY ••�` S� Wind • Wind loads and reactions based on MWFRS. � � • a. 648 ' 7 FATE ' ;mss #0'178'''.,-')/ANAL��,r�••�`� yaur„��,,,tiw► 09/22/2017 —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)fo'r sa shipping, practices prior to performing these functions. Installers shall provide temporal bracin per BCSI.,Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progefly attach6d rigid ceilln Locations shown for_permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 610, as applicable. Appy plates to each face otruss and position as shown above and on the Joint9Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinlComponpnts Grqup Inc.shall not be responsible for any deviation from this drawinu any failure to build the truss In conformance with ANSI�I PI 1,or or hantldlin� shipping,installation and bracing of trussesA seal on this dr wing or Cover page,, 2400 Lake Orange Dr. listingthis drawing,indicates acceptance of pro essrona en ineerinq responsibility solely for the desi n shown. The sui brlr Suite 150 and se of this t7rawmg for any structure is the responsibilit7 of the Building Desigrier perrANSI/TPI 1 Sgec.2. For more information see this job's general notes page and these web sites ALPINE: www.al ineitw.com;TPI: www.t inst.or;SBCA: www.sbandust .corn;ICC: wwwJccsafe.org Orlando FL,32837 Job Number.346317 Ply: 1 ]SEQN:800176 /T11 /JACK Cust:RR9353 JRef: 1W4G93530009 1380 CAMILLA ST DUVAL CTY Oy: 4 FROM:RH DrwNo: 265.17.1158.49860 Truss Label: J01 TCE / DF 09/22/2017 12 5 C ODB L 41 00 A 2X4(A1) 11"11 11411 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R IU /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 200 /73 /144 /- /30 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs: NA VERT(TL):NA D 7 /12 /15 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 D C -37 /37 /30 /- /- /1.5 Des Ld: 37.00 EXP.C HORZ(TL):-0.000 D Wind reactions based on MWFRS Mean Height:15.00 ft Code/Misc Criteria CreepFactor:1.5 B Min Brg Width Req= 1.5 NCBCLL: 10.00 TCDL:4.2 psf Soffit: 2.00 BCDL:5.0 sf Bldg Code: FBC 2014 RES Max TC CSI: 0.217 D Min Brg Width Req= - P C Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.027 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:1.60 WAVE VIEW Ver:16.01.00F.0416.13 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Lumber value set"136"uses design values approved 1/30/2013 by ALSC 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 30 -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. tt311l W14, Wind , w S Fl �. /Ar�y� Wind loads based on MWFRS with additional C&C O�� ••.�f: f•Lfrf/),tr member design. � ••�r,� s,��f�•/"'JJJ��v y� 648 f \ J • • 7iif -o ATE ' #0278%�ssJ0NAL�� 4{wiv„na+uwi�'"� 09/22/2017 "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,ship Ing,installing,and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,byTPI and SBCA)fbf safe y practices prior to performing these functions. Installers shall provide temporary bracin per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachutl riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, 1096*11 as appllcaf5le. Appy plates to each face.of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin CComponents Group Inc.shall not be responsible for any deviation from this drawin an failure to build the µ„wca,„ truss In conformance with ANSI/$PI 1,or for handling,shipping,installation and bracing of.trussesA seal on this drawing or cover page., 2400 Lake Orange Dr. ratingthis drawing indicates acceptance of pro esslona en ineerinq responsibility sole for the des i n shown. The sui bili Suite 150 and se of this drawing for any structure is fhe responsibility g of the Building Desigrfer per ANSI/TPI 1 S2c.2. Ty For more information see this job's general notes page and these web sites: ALPINE:www,al ineitw.com;TPI: www.t inst.or ;SBCA: www.sbcindust .com;ICC: www.iccsafe.or Orlando FL,32837 Job Number: 346317 Ply: 1 SEQN:800170 /T10 /JACK Cust:RR9353 JRef: 1W4G93530009 1380 CAMILLA ST DUVAL CTY Qty: 4 FROM:RH DrwNo: 265.17.1158.50094 Truss Label: J02 TCE / DF 09/22/2017 12 C 5 T Ito B co to CV A D 2X4(A1) 2'11"11 2'11"11 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) 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):NA B 220 /49 /144 /- /59 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 49 /- /26 /- /- /1.5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.001 D C 57 /33 /26 /- /- /1.5 Des Ld: 37.00 EXP.C HORZ(TL): 0.002 D Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 TCDL:4.2 psf D Min B Width Re Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.247 q= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.069 C Min B is Width Req= . Spacing:24.0 C&C Dist a:3.00 ft P Re Factors Used:Yes Max Web CSI: 0.000 Bearing B s a rigid surface. " 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:1.60 WAVE VIEW Ver:16.01.00F.0416.13 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Lumber value set"l 3B"uses design values approved 1/30/2013 by ALSC 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 56 -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 000.1 ►J Wind loads based on MWFRS with additional C&C O`,G .f: • 'YYjj� 'r,� member design. V �.•" '••. ./v)''1L s 9� O. 848 ° $ s .o°� ��TE •: O ° ORO •��C� #027;"",, s,,,,,SIO�NAL �W 09/22/2017 "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 shi pin installing and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an a SBCA)fug sa>Pety�ractices prior to performing these functions. Installers shall provide temporary) bracing per BCSI..Unless noted o erwise,top chord shall have properly attached structural sheathing and bottom hord shall have a proper y attached rigid ceilln Locations shown for permanent lateral restraint of webs shall have bracing 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 Build n omponents Grpu Inc.shall not be responsible for any deviation from this drawin an failure to build the truss in conformance with AN�U� 11,or for handlir�,,shippinq,mstallatibn and bracing of,trussesA seal on this druwinq or cover page.. 2aoo Lake Orange Dr. "stingthis drawing indicates acceptance of pro essiona engineering res onslbiirt�sole for the des n shown. The sui brir Suite 150 and se of this drawing for any structure is the responsibilityofthe Building Designer perANSIITPI 1 S2c.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI: www.t inst.or;SBCA: www.sbdndust .com;ICC: w Jccsafe.Grg Orlando FL,32837 Job Number. 346317 Pty: 1 SEQN:800194 /T9 / JACK Cust:RR9353 JRef: 1 W4G93530009 1.380 CAMILLA ST DUVAL CTY Qty: 4 FROM:RH DrwNo: 265.17.1158.48684 Truss Label: J03 TCE / DF 09/22/2017 C 12 5 LID N � r B N A D 2X4(A1) 1'4n 4'11"11 4'11"11 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 285 /55 /180 /- /89 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 87 /- /47 /- /- /1.5 Risk Category:II BCDL: 10.00 Snow Duration:NA HORZ(LL): 0.005 D - - C 114 /62 /57 /- /- 11.5 Des Ld: 37.00 EXP.C HORZ(TL): 0.010 D Wind reactions based on MWFRS Mean Height:15.00 ft Code/Misc Criteria CreepFactor:1.5 B Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:4.2 psf _ Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.294 D Min Brg Width Req= Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.235 C Min Brg Width Req= Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.from endwall:not in 4.50 ft FT/RT:0(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00F.0416.13 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC 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 0.15 4.97 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. MIIUittlltytk Wind Wind loads based on MWFRS with additional C&C member design. ell C + o. 64.8 + • T � •„p AE ;Q •..•O..R,O ,�,�,s icy�vS ` Q> , #0 27s �, �ONA� �bo +wr noW1uu10W 09/22/2017 "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 shi In in 4alling.and bracing.,Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI ancJ SBCA)P&sa>Pepty�ractices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o herwise,top chord shall have proper)v attached structural sheathin and bottom Chord shall have a properly attachetl ri id ceilin Locations shown for ermanent lateral restraint bf webs shall have braacing ins�ailed per BCSI sections B3,B7 or B10, as appllcab�e. AppTTy plates to each face,ofptruss and position as shown above and on the Joint"Details, unless noted otherwise. kefer to ALPINE drawings 160 -Z for standard plate positions. Alpine,a division of ITW Build 11'n omponents Group Inc.shall not be responsible for any deviation from this drawin an failure to build the M-ANY truss In conformance with AN51/$ 11,or for handlinct,shipping,Installatidn and bracing of trussesA seal on this Awl ing or cover pa e., 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro)esslonar en ineering responsibility solely for the design shown. The su"ability Suite 150 and use of this cawing for any structure is fhe responsibi1i,Wof the Building Desigrier per ANSI/TPI 1 Sbc.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI: www.t inst.or ;SBCA: www.sbcindus .com;ICC: w Jccsafe.org Orlando FL,32837 Job Number:346317 Ply: 1 SEQN:800167 /T12 !EJAC Cust:RR9353 JRef: 1W4G93530009 'x380 CAMILLA ST DUVAL CTY Qty: 8 FROM:RH DrwNo: 265.17.1158.48421 Truss Label: J04 TCE / DF 09/22/2017 C 12 5 r `Y' m ih B A D 2X4(A1) 1'4" 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 Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 357 /64 /221 /- /119 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 126 /- /69 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.015 D C 167 /91 /85 /- /- /1.5 Des Ld: 37.00 R ) EXP:C HORZ L: 0.033 D Wind reactions based on MWFRS Mean Height:15.00 ft Code/Misc Criteria CreepFactor:1.5 B Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:4.2 psf Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.672 D Min Brg Width Req= - C Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.488 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:1.60 WAVE VIEW Ver:116.011.0017.04116.113 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Lumber value set"136"uses design values approved 1/30/2013 by ALSC 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. tmipeppt,�u Windf5 F/L+.�411,h Wind loads based on MWFRS with additional C&C S +rI member design. h0 •• *%^(/ v ••�,� t's , s3 • r • ■ 1V IVAt E #0 278 'Ni,,y U'A"I mwu�va" 09/22/2017 ""WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r sa ety practices pnor to performing these functions. Installers shall provide temporary bracing per BC 1.Unless noted ol!lerwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri9id ceilin Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,87 or 610 as applicable. Apply plates to each face oftrussand position as shown above and on the Join QDetails, unless noted otherwise. kefer to• A LP 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 wCOWAW truss In conformance with ANSI 1,or for handlinn,shipping,installation and bracing of trussesA seal on this drawl g or cover page.. 2400 Lake Orange Dr. ratingthis drawing indicates acceptance of pro essiona en ineerinq res onsibil! sole forthe design shown. The suifablll Suite 150 and se of this drawing for any structure is the responsibility of the Building Desig er per ANSI/TPI 1 Sbc.2. ty For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI: www.t inst.or;SBCA: www.sbcindus .com;ICC: w Accsafeorg Orlando FL,32837 Job Number.346317 Ply: 1 SEAN:800161 /T13 /EJAC Cust:RR9353 JRef: 1 W4G93530009 T380 CAMILLA ST DUVAL CTY Qty: 4 FROM:RH DnwNo: 265.17.1158.48665 Truss Label: J04T TCE / DF 09/22/2017 D 12 5 2X4 i� C ti T M B E F ch 1 A G Z 12 =2X4 Al %3X4 12 ) 2X4 1,4r, 2r4" 4r8" 2'4" 7• Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.139 F 592 240 B 362 /62 /226 /- /1119 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.314 F 262 180 E 115 /- /69 /- /- /1.5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.059 G - - D 165 /79 /89 /- /- /1.5 Des Ld: 37.00 EXP:C HORZ(TL): 0.133 G Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 TCDL:4.2 psf E Min Bqf Width Re q Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.698 D Min BWidth Re Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.412 q- . Re Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft P 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:1.60 WAVE VIEW Ver:16.01.00F.0416.13 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Lumber value set"'I 3B"uses design values approved 1/30/2013 by ALSC 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 26 0.15 2.33 BC 52 2.33 7.00 Apply purlins to any chords above or below fillers at 24' OC unless shown otherwise above. 4�ry Wind Wind loads based on MWFRS with additional C&C ��.•;++■ • fc�•=%f'y member design. v� • o. 648 „®'• ATE :•� s ,L O RSV.•• #0 278 `ssION AL 09/22/2017 "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 shippin installing and bracing.•Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an�SBCA)f01 safety�'actices prior to performing these functions. Installers shall provide temporary bracin per BCSI.Unless noted o erwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro�efly attach tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have braacin installed per BCSI sections B3,B7 or 610, as app IcafAe. Apply plates to each face of truss and position as shown above and on the Joint9Details, unless noted otherwise. kefer to A LP I N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Build ng omponents Group Inc.shall not be responsible for any deviation from this drawin an failure to build the �Rw_MPPVY truss in conformance with AORFI or for handlirA shipping,installatidn and bracing of trussesA seal on this drawing or cover pafge._ 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineering responsibilittyy solely for the des i n shown. The s i ability Suite 150 and use of this drawing for any structure is the responsibility of the Building Desigtfer per ANSI/TPI 1 S2c.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI: www.t inst.or ;SBCA: www.sbdndus .com;ICC:www.iccsafe.org Orlando FL,32837 Job Number.346317 Ply: 1 SEQN:824110 /T16 EJAC Cust:R9353 JRef: 1W4G93530009 T380 CAMILLA ST DUVAL CTY Qty: i FROM:RH DrwNo: 265.17.1306.21840 Truss Label: J05 JB / DF 09/22/2017 57„ 7' r 57' �,5„ 1114X6 D 12 T t 5 90 io f" co `v B F E r` M 1114X6 A 1 a 2.5 2X4(A1) 12 4" 5'4"8 1 1'3"8 1.4• A4"' 5'8"8 7, Loading Criteria(psr) Wind Criteria Snow Criteria ft,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(Ibs) 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): 0.092 F 889 240 G 359 /75 /217 /- /98 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.207 F 397 180 E 141 /42 /83 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.043 C - - D 108 /25 /57 /- /- /1.5 Des Ld: 37.00 EXP:C HORZ(TL): 0.095 C Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 G Min Big Width Req= 1.5 TCDL:4.2 psf E Min Brg Width Req= Soffit: 2.00 BCDL:5.0 sf Bldg Code: FBC 2014 RES Max TC CSI: 0.577 - P D Min Big Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.541 Bearing G is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.047 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:1.60 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Lumber value set"'I 3B"uses design values approved 1/30/2013 by ALSC 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 5.58 TC 17 5.58 7.00 BC 68 0.15 5.71 BC 16 5.71 7.00f►h/p Apply purlins to any chords above or below fillers �• A S F/C, 4iry� at 24"OC unless shown otherwise above. Wind V ~�� 5 % Wind loads based on MWFRS with additional C&C member design. • o. 648 Additional Notes = Shim all supports to solid bearing. 0 ATE #0 278A�- turrrsarlot" " 09/22/2017 -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 pnor to performing these functions. Installers shall provide terhporary bracing per BCS!.Unless noted oyherwise,top chord shall have properly attached structural sheathin and bottom rhord shall have a properly attached ri id ceilin Locations shown for permanent lateral restraint of webs shall have bracingq Ins�alled per BCI sections B3,67 or 810, as applicable. Appy plates to each face.of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer 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 drawinu apy failure to build the ,�„�,_1111,1 truss In conformance with ANSI] 1,or for handling,shipping,installation and bracing of trussesA seal on this dr, wr g or cover page,. 2400 Lake Orange Dr. listin this drawing,indicates acceptance of pro essiona en ineeni gg res onslbiliN sole) for the design shown. The sui bili Suite 150 and use of this drawing for any structure is the responsibilitygof the Building Designer peANSIlfPI 1 S�c.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www.l inst.or ;SBCA: www.sbclndust .com;ICC: www.iccsafe.or Orlando FL,32837 Job Number.346317 Py: 1 SEQN:824122 /T17 EJAC Cust:R9353 JRef: 1W4G93530009 1•380 CAMILLA ST DUVAL CTY Qty: 1 FROM:RH DrwNo: 265.17.1306.25573 Truss Label: J06 JB / DF 09/22/2017 C T 12 --o 5 ih D _ co B � A 1 E a 2.5 2X4(A1) 12 1,4n 4WD 6'8n 4"' 7• Loading Criteria(psr) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(Ibs) 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): 0.052 D 999 240 E 359 /66 /216 /- /119 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.115 D 713 180 D 125 /- /71 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.025 D - - C 165 /88 /85 /- /- /1.5 EXP:C Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.055 D Wind reactions based on MWFRS NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 1.5 Soffit: 2.00BCDL:5.0 sf Bldg Code: FBC 2014 RES Max TC CSI: 0.652 D Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.509 C Min Brg Width Req= . Re Bearing E is a rigid surface.24.0" C&C Dist a:3.00 ft P 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:1.60 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Lumber value set"l 3B"uses design values approved 1/30/2013 by ALSC 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 (� r "�`S FF�C�I��74 Wind loads based on MWFRS with additional C&C OO� •••�'i'/! member design. �,• 800 4AIX Additional Notes i Shim all supports to solid bearing. ; O 648 a * * * = ATE • � � #027s '�sSIONA`E �tr1"Wouu�u 09/22/201 **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,shippin installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fbF safety�ractices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attach€d ri id ceilin Locations shown for ermanent lateral restraint of webs shall hav bracingp installed per BCI sections B3,87 or 810, 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 drawin any failure to build the �,,,w,—Ny truss in conformance with ANSI/TPI 1,or for handlirij shipping,installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro) engineering responsibility solely for the design shown. The suifabtltty Suite 150 and use of this drawing for any structure is the responsibility of the uilding Desigrter per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI: www.t inst.or ;SBCA: www.sbcindus .corn;ICC: www.iccsafe.org Orlando FL,32837 Job Number.,346317 Ply: 1 SEQN:824140 /T24 EJAC Cust:R9353 JRef: 1W4G93530009 1380 CAMILLA ST DWAL CTY Qty: 1 FROM:RH DrwNo: 265.17.1306.29270 Truss Label: J07 JB / DF 09/22/2017 6'5"12 7' 6'S"12 1 6"4 1112XC4 D 12 TT 5 m o N in n 1114X6 F E M B A 0 2.5 2X4(A1) 12 4" 6' 8" 1.4.. 4„ 6,4„ 7' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pr in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) 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): 0.048 F 999 240 G 359 /66 /216 /- /119 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.107 F 770 180 E 154 /122 /60 /- /- /1.5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.023 F - - D 195 /- /99 /- /- /1.5 Des Ld: 37.00 EXP.C HORZ(fL): 0.051 F Wind reactions based on MWFRS Mean Height:15.00 ft Code/Misc Criteria CreepFactor:1.5 G Min Brg Width Req= 1.5 NCBCLL: 10.00 TCDL:4.2 psf Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.569 E Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.435 D Min Brg Width Req= - Re Factors Used:Yes Max Web CSI: 0.232 Bearing G is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft P Loc.from endwall:not in 9.00 it FT/RT:0(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Lumber value set"l 3B"uses design values approved 1/30/2013 by ALSC 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 IRpt at 24"OC unless shown otherwise above. MMM''4 Wind ,` •••�� • �•�•. !,/.4 Wind loads based on MWFRS with additional C&C 4�••• ` S ••:v member design. v 3 • Additional Notes ; O 648 Shim all supports to solid bearing ; ATE S�OE� #0 278 '�wunrwNAL 09/22/2017 **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 ship In installing and bracin Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fog safe y�ractices prior to perfoi ming 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 proLefly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCI sections B3,B7 or 810, as appllca e. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Build n omponents Group Inc.shall not be responsible for any deviation from this drawin any failure to build the �,m,,C�,, truss in conformance with AN97/ 1 1,or for handlirip,shipping,installation and bracing of trussesA seal on this dr wing or cover page,, 2400 Lake Orange Dr. listing this drawing,indicates acceptance of pro7essronar en in nng responsibility solely for design shown. The suiMility Suite 150 and use of this rawing for any structure is the responsibility of the building Desigrfer perANSI/TPI 1 Sec.2. For, more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI: www. inst.or;SBCA: www.sbcindus .com;ICC: www.iccsafe.org Orlando FL,32837 Job Number:,346317 Ply: 1 SEAN:824143 /T15 EJAC Cust:R9353 JRef: 1W413935300091380 CAMILLA ST DUVAL CTY Qty: 1 FROM:RH DrwNo: 265.17.1306.32617 Truss Label: J08 JB / DF 09/22/2017 45 12 7 4'5"12 2'6"4 D T ,2 1112XC T _ 5 , N M N n B 1!!4X6 F E 0 A :2X4(A1) 0 2.5 12 1,4,. 4„ 4 2,8„ 4" 4'4" 17' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def11CSi Criteria ♦Maximum Reactions(Ibs) 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): 0.118 C 695 240 G 359 /67 /2116 /- /119 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.264 C 311 180 E 101 /17 /69 /- /- /1.5 Risk Category:II BCDL: 10.00 Snow Duration:NA HORZ(LL): 0.053 C - - D 147 /58 /85 /- /- /1.5 Des Ld: 37.00 EXP.C HORZ(fL): 0.119 C Wind reactions based on MWFRS Mean Height:15.00 ft Code/Misc Criteria CreepFactor:1.5 G Min Brg Width Req= 1.5 NCBCLL: 10.00 TCDL:4.2 psf Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.537 E Min Brg Width Req= TPI Std: 2007 Max BC CSI: 0.456 D Min 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: 0.183 Loc.from endwall:not in 9.00 it FT/RT:0(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Lumber value set"138"uses design values approved 1/30/2013 by ALSC 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 55 0.15 4.62 BC 29 4.62 7.00 IRptdkt Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind [�0..+��(',1� ■SF�l�� Wind loads based on MWFRS with additional C&C member design. • Additional Notes ; O. 848 • Shim all supports to solid bearing. * * * a s • �.®A ATE • � � �0NAI #0 278 �nfwu►w1w �+' 09/22/2017 "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)fo'r safety 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 proppeerly attached rigid ceilingq Locations shown for ermanent lateral restraint of webs shall have bracingp installed per BCSI sections B3,B7 or B10, as applicable. Apply lates to each face.of truss and position as shown above and on the JoinTDetails, unless noted otherwise. (tefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Build 1'ng CComponents Group Inc.shall not be responsible for any deviation from this drawinQ anyy failure to build the N com—Y truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of.trussesA eal on this drAwinqcl or cover pa e,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineering responsibilr solely#aor the desi n shown. The sui9 billty and use of this drawing, for any structure is the responsibility of the Building Desig�er per`ANSIITPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI: www.t inst.or ;SBCA: www.sbcindus .com;ICC: www.iccsafe.org Orlando FL,32837 Job Number..346317 Ply: 1 SEAN:824128 /T2 EJAC Cust:R9353 JRef: 1W4G93530009 1380 CAMILLA ST DUVAL CTY Qty: 1 FROM:RH DrwNo: 265.17.1306.35320 Truss Label: J09 JB / DF 09/22/2017 5'0"8 7' r 5'0"8 1111,18 "I D 1112XC T 12 5 � 9, B it A -3X4 1112XX E =2X4(Al)a 2.5 12 W' 2' 2'8"8 1'11"8 4" 2'4" 5'0"8 7' Loading Criteria(psr) 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): 0.110 G 750 240 H 358 /28 /215 /- /86 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.244 G 336 180 E 121 /15 /77 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.043 C - - D 127 /23 /77 /- /- /1.5 Des Ld: 37.00 EXP:C HORZ(TL): 0.097 C Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.5 Soffit: 2.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.544 E Min Brg Width Req= - BCDL:5.0 psf D Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2007 Max BC CSI: 0.464 Re Factors Used:Yes Max Web CSI: 0.172 Bearing H is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft p 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:1.60 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC 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 27 0.15 2.33 BC 56 2.33 7.00 Apply purlins to any chords above or below fillers �S FW at 24' OC unless shown otherwise above. AM WindWind loads based on MWFRS with additional C&C �` SC •�• member design. O. ' Additional Notes 648� ; • Shim all supports to solid bearing. * ,� e i ,�:• ATE ;'t� • w #027s S/ONA ,�'1 ' 09/22/2017 **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 pnor to performing these functions. Installers shall provide tempora rryy bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro ell attached ri id ceilin Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 610, as applicab)e. Applgy plates to each face,oftrussand position as shown above and on the Join Details, unless noted otherwise. Defer to A LP I N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinhgComponents Group Inc.shall not be responsible for any deviation from this drawin�any failure to build the µ„W co~ truss in conformance with ANSI 1,or for handliri j shipping,installation and bracing of trussesA seal on this dr wirtg or cover page,, 2400 Lake Orange Dr. listingthis drawing,indicates acceptance of pro)essioni en inee ring res onslbili��yy sole) for the design shovlTn. The sui bill Suite 150 and se of this drawing for any structure is the responsibilit�of the Building Designer pePANSIITPI 1 S9ec.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI: www. inst.or;SBCA: www.sbcindus .com;ICC:www.iccsafe.or Orlando FL,32837 Job Number..346317 Ply: 1 SEQN:824227 /T32 EJAC Cust:R9353 JRef: iW4G93530009 '1380 CAMILLA ST DWAL CTY Qty: 1 FROM:RH DrwNo: 265.17.1306.45870 Truss Label: J10 JB / OF 09/22/2017 4'4"12 1 6'T'8 7' 44"12 12'2"12 4" 1112X4 12 ,3X6[6] C 5 B ih in A Lj H G FE 1113X6[5] 1114X6[9][9] 3X4(A1) 4'3"6 2'2"6 4'3"6 6'5"12 F7641 r 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 G 999 240 H 1506 /273 /- /- /- /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.070 G 999 180 E 1920 /334 Risk Category:II BCDL: 10.00 Snow Duration:NA HORZ(LL): 0.010 G - - Wind reactions based on MWFRS EXP.C HORZ L: 0.022 G H Min B Width Re 1.5 Des Ld: 37.00 Mean Height:15.00 ft � ) � q NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= - TCDL:4.2 psf Bearing H is a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.981 g g Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.594 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 it Rep Factors Used:Yes Max Web CSI: 0.810 Loc.from endwall:not in 4.50 ft FT/RT:0(0)/5(2) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. GCpi:0.16 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.17.01.00E.0525.17 A-13 413 -2313 Lumber Wind Value Set:13B(Effective 6/1/2013) Wind loads and reactions based on MWFRS. Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Right end vertical not exposed to wind pressure. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x6 SP SS Dense A-G 2120 -369 G-F 2013 -353 Webs 2x4 SP#3 Lumber value set"1313"uses design values Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Special Loads G-B 2127 -314 B-F 437 -2493 ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 55 plf at 0.00 to 55 plf at 7.00 BC-From 10 plf at 0.00 to 10 plf at 7.00 BC- 990 Ib Conc.Load at 2.06,4.06,6.06 Plate Shift Table IRptp�rprr� JT Plate Lateral Chord JT Plate Lateral Chord C No Size Shift Bite No Size Shift Bite [:�►S51 W3X6 S 4.50 [9] W06 S 3.25 [6] W3X6 3.50 L 1.25 ©��\•?�; •��% + • Purlins + In lieu of structural panels or rigid ceiling use purlins 648 ; to laterally brace chords as follows: • • Chord Spacing(in oc) Start(ft) End(ft) • TC 39 0.00 7.00 * i 13c az 0.15 7.00 = ATE Apply purlins to any chords above or below fillers at 24' OC unless shown otherwise above. ,`�'�y a+++ /C �•�;��`:r Hangers/Ties '`y�iC •.�L Q R\O•''�`0_' (J)Hanger Support Required,by others `h, •��r• #0 278 N Al EN' l4rtrwwu►N`"� 09/22/2017 "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,handlinship rng,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)&sa g practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propery attached ri id ceilin Locations shown for permanent lateral restraint of webs shall have bracing ins?alled per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. kefer to ALPINE drawings 160 _Z for standard plate positions. Alpine,a division of ITW Building ompon nts Gaup Inc.shall not be responsible for any deviation from this drawin apV failure to build the w truss in conformance with ANSI 1 1,or or handlirlq,shipping,installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. "stingthis drawing,indicates acceptance of pro essiona, en ineering responsibility sole) for the design shown. The suit bill Suite 150 and se of this awing for any structure is the responsibility g of the Building Desigrfer per ANSIIfPI 1 Sbc.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI: www.t inst.or ;SBCA: www.sbcindus .com;ICC: www.imsafe.org Orlando FL,32837 Gable Stud Reinforcement Detail ASCE 7-10; 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 120 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1,00 Or- 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or- 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) 1x4 'L' Brace s (1) 2x4 'L' Brace s (2) 2x4 'L' Brace ss (1) 2x6 'L' Brace s (2) 2x6 'L' Brace winBracing Group Species and Grades) e Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group AI S S �) r #1 / #2 4' 3' 7' 3' 7' 7' 8' 7' B' 11' 10' 3' 10' B' 13' 6' 14' 0' 14' 0' 14' 0' ruce-Pine-Fir Hem-Fir #1 / #2 Standard #2 Stud SPF #3 4' V 6' 7' 7' 1' 8' 6' 8' 10' 10' 1' 10' 6' 13' 4' 13' 10' 14' 0' 14' 0' #3 Stud #3 Stnndnrd OH F Stud 4' 1' 6' 7' 7' 0' 8' 6' 8' 10' 10' 1' 10' 6' 13' 4' 13' 10' 14' 0' 14' 0' I�r Standard 4' V 5' 8' 6' 0' 7' 7' 8' 1' 10' 1' 10' 6' 11' 10' 12' 8' 14' 0' 14' 0' Dou ins Flr-Larch Southern Plne... #1 4' 6' 7' 4' 7' 8' e' e' 9' 0' 10' 4' 10' 9 13' 8' 14' 0' 14' 0' 14' 0' Jtud Stud QStandard 11 S P #2 4' 3' 7' 3' 7' 7' 8' 7' 8' 11' 10' 3' 10' e' 13' 6' 14' 0' 14' 0' 14' 0' Standard #3 4' 2' 6' 0' 6' 4' 7' 11' 8' 6' 10' 2' 10' 7' 12' 5' 13' 4' 14' 0' 14' 0' d (U DPL Stud 4' 2' 6' 0' 6' 4' 7' 11' 8' 6' 10' 2' 10' 7' 12' 5' 13' 4' 14' 0' 14' 0' Standard 4' 0' 5' 3' S' 7' 7' 0' 7' 6' 9' 6' 10' 2' 11' 0' 11' 10' 14' 0' 14' 0' Group BI _U r #1 / #2 4' 11' 8' 4' 8' 8' 9' 10' 10' 3' 11' 8' 12' 2' 14' 0' 14' 0' 14' 0' 14' 0' Hem-Fir +) S P r #3 4' 8' 8' 1' 8' 8' 9' 8' 10' 1' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' #1 6 Btr U LJ P Stud 4' 8' 8' 1' 8' 6' 9' 8' 10' V 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' I� #1 U Standard 4' 8' 6' 11' 7' 5' 9' 3' 9' Il' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' Do las Fir-Larch Southern Plne..s #1 5' V 8' 5' 8' 9' 9' ll' 10' 4' 11' 10' 12' 4' 14' 0' 14' 0' 14' 0' 14' 0' #1 #1 S P #2 4' 11' 8' 4' 8' e' 9' 10' 10' 3' 11' 8' 12' 2' 14' 0' 14' 0' 14' 0' 14' 0' #2 #2 #3 4' 9' 7' 4' 7' 9' 9' 9' 10' 2' 11' e' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' 1x4 Braces shall be SRB (Stress-Rated Board). Stud 4' 9' 7' 4' 7' 9' 9' 9' 10' 2' 11' 8' 12' 1' a1 14' 0' 14' 0' 14' 0' 14' 0' c—I mmFor 1x4 So. Pine use only Industrial 55 or Standard 4' 8' 6' 5' 6' 10' 8' 7' 9' 2' 11' 7' 12' 1' 13' 6' 14' 0' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B #1 / #2 5' 5' 9' 2' 9' 6' 10' 10' 11' 3' ll' 8' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' values mn be used with these rades. d S P r #3 5' 1' 9' 0' 9' 4' 10' 8' Il' 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes: u U LJ P Stud 5' V 9' 0' 9' 4' 10' 8' 11' 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion Is L/240. 5' V 8' 0' O I� Standard 8' 6' 10' 8' 11' 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 55 plf over X #1 5' 8' 9' 3' 9' e' 101111 11' 4' 13' 0' 13' 6' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psf TC Dead Load). d S P #2 5' 5' 9' 2' 9' 6' 10' 10' 11' 3' 12' 11' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlookers #3 5' 3' 8' 5' 9' 0' 10' 9' 11' 2' 12' 10' 13' 4' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. D F L Stud 5' 3' 8' 5' 9' 0' 10' 9' 11' 2' 1 12' 10' 13' 4' 1 14' 0' 1 14' 0' 14' 0' 14' 0' Standard 5' V 7' 5' 1 7' Il' 9' 11' 10' 7' 1 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Symm Attach 'L' braces with 10d (0.128'x3.0' min) nails. About) able Truss 31( For (1) 'L' brace- space nails at 2' o.c. In IS' end zones and 4' o.c. between zones. Diagonal brace optlon� )K)KFor (2) 'L' braces space nails at 3' o.c. In 18' end zones and 6' o.c. between zones. vertical length may be T doubled when diagonal 18' A 'L' bracing must be a minimum of 80% of web brace Is used. Connect L member length. diagonal brace for 450# Gable Vertical Plate Sizes at each end. Max web Brace ,��e.,,� total length Is 14'. 31E 31( � ""`�/ Vertical len tin No S lice 2x4 DF-L #2 or I 4fg Less than 4' 0' 1X4 or 2X3 better diagonal r I+ Greater than 4' 0' 3X4 Verticnl length shown brace) single • g or double cut 8, A Is In table above. 45• (as shown) at r Refer to common truss design for L 1 upper end, peak, tes.splice, and heel pla Connect dlagonn at on uous 11a Ing • Refer to the Building Designer for conditions midpoint of vertical web. Refer to chart ab a folm a a e t ,• not addressed by this detail. wWARNDIGe READ AND FOLLOW ALL NOTES ON THIS DRAWING • ..DFORTANT..FURNISH THIS 13RAVING TO ALL C13NTRACTURS INCLUDING THE INSTALLERS. s ; REF ASCE7-10-GAB14015 Trusses require extreme care In fabricating,h—dWV,shipping,Installing and bracing. Refer to d j ) • follow the latest edition of BCSI(Bustling Component Safety Information,by TPI and SBCA)for sa y • + DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per BC Unless noted ather.lw,tap chord shalt have property attached structural sheathing and bottom : VATEDRWG A14015ENC101014 we shall have o properly attached rigid ceiling. Locations shorn for permanent lateral restraint of shall have bracing Installed per SCSI sections B3,B7 r B10,as applicable. Apply plates to eat fn �♦ O +♦♦ of truss and position as shown&bow and on the Joint Details,unless noted other so. / d �p� ReFer to drawl gs 16OA-Z for standard plate positions. / 0 ♦,♦�C C s♦ Alpine,a division of ITV BusdComponents Inc. nll Coonents Group Ishall not be sponslhdev le for any l.tlon for ,1��__ ♦tea f••'.'•♦♦d AN ITWaOMPANY this drnrnp any failure to bold the truss In conformance with ANSI/TPI 1,or for handling,shipping, TOT. LD, 60 PSF Met'It. i bracing of trusses. , A seal an this drawing or cowr page UsWg this drawing,Indcates acceptance of pratt •.,� �)�t \\13723\Riverpon\Drive ergMg sriresponsibility solely for the design n andse showThe suitability uof this dra +r 4 \\Suite\200 for my structure hi the responslA ty.f tfr Building Designer per ANSI/TPI t Sect. \\Maryland\Heights,\MO\63043 For none Information see this Job's general notes page and mew web sites �� MAX, SPACING 24,0' ALPINE,ww,a ineitwconi TPI,ww.tpinst,org)SDCN wrwsbclydustry.orgj ICG wwwAccmfe.r 09/22/1- 17 Gabe DetoA For Let-in Verticals Gable Truss Plate Sizes About + Refer to appropriate Alpine gable detall For minimum plate sizes for vertical studs. (E)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 the overlapped plates to span the web. Gab(* + 2X4 Le th Example, 2X42X8 'T' Reinforcement Attachment Detall. 'T' Reinforcing 'T' Reinforcing Member Member 4' + Toe-nall - Or - End-nail + + Toconvert from 'L' 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 10d Common (0.148'x 3.',min) Nalls 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, Rigid Sheathln Toenalled Nails, specie, and grade of the 'L' reinforcing member, 10d Common <0.148'x3',mIn) Toenails at 4' o.c. pluseb Length Increase w/ 'T' Brace 4 Nall (4) toenails In the top and bottom chords, 'T' Relnf. 'T' .T. This detail to be used with the appropriate Alpine gable detall for ASCE Mbr. Size Increase Reinforcing wind load. Member 2x4 30 ASCE 7-05 Gable Detall Drawings Example, 2x6 20 A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph Gable Nalls A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Truss Spaced At ASCE 7-10 Gable Detail Drawings Gable Vertical = 24'o.c. SP #3 4' o.c. A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, 'T' Reinforcing Member Size = 2x4 A18015ENC101014, A20015ENC101014, A20015END101014, A20 j"# 'T' Brace Increase (From Above) = 307 = 1.30 A11530ENC101014, A12030ENC101014, A14030ENC101014, 101 M1y� 11) 2x4 'L' Brace Length = 8' 7' A18030ENC101014, A20030ENC101014, A20030END101 1 W_ & 'l Maximum 'T' Reinforced Gable Vertical Length S11515ENC100815, S12015ENC100815, S14015ENC1 / 1.30 x 8' 7' = 11' 2' S18015ENC100815, S20015ENC100815, 520015E �0{�, �� r 46,♦ S11530ENC100815, S12030ENC100815, S14030 l OB ♦tt 0 1a7�•• 4 Nnlls S18030ENC100815, S20030ENC100815, 5200 , S PEDI 815` • Celan See appropriate Alpine gable detail for maxi m unr�t orc gab l le g . 9 ssVARNINU-- READ AND FOLLOW ALL NOTES a THIS DRAVINCi • ..DIPORTANTee FURNISH THIS DRAVING TO ALL CONTRACTORS INCLUDING THE DaTALLERS. • REF LET-IN VERT Trusses require extreme care In fabricating,handling, shipping,Installing and brnckp. Refer tnntl fallowthe latest edition of BCSI (Bullding Component Safety Information,by TPI and SBCA) for soot ; ��A71E ; DATE 10/01/14 Practices prior to performing these functions. Installers shall provide temporary bracing per B Unless noted otherwise,tap chord shall have properly attached structural sheathing and bottom property g g, permanent lateral restraint of w • �(. �. ' DRWG GBLLETIN1014 [L � shall have n ra l attached rigid ceiling. Locations shown For 'l'/s • [ J O F shall have bracing installed per BCSI sections B3,B7 or BIO,as apolcable. Apply plates to each fa A ♦♦ ,O ♦�• �� d Ill.rl•� of truss and position as sMm above and an the Joint Details,unless rated otherwise. /lA +♦ OR ♦ �` �� Refer to drawings I6OA-Z for standard plate positions. �" +�tl.sf..s• Alpine, a division of ITV Building Components Group Inc. shall not be responsible for any deviation iron/W RWCOMP)4NYthis drawing,any faHure to build the truss In confornnnce with ANSI/TPI 1,or for handling, shlppng, �I� OAt A !�Vw MAX. TUT. LD. 60 PSF instauatmn t bracing of tru::r:. �QA seal om this draeft or cover page listing this drawing,Irwkates accptonce of profs agonal tft 13723\Riverport\Drive engineering responsibi ty solely for the design shown. The surtabluty and use of this drawY,g 41tytt1fi11p1tDUR. FAC, ANY \\Suite\200 for any structs Is the responslbility of the Buadhg Deslgner per ANSI/TPI I Sec2. ;;(J 27\ \\Maryland\Heights,\MO\63043 Far pore Information see this ,Job's general notes page and these web sites, ALPINE,wew.alpineitw.con) TPL www.tpinst.orgi SBCA, www.sbclndustry.org)ICC,rw..Iccsaf,.org MAX, SPACING 24.0' Gable Stud Reinforcement Detail for Stucco Cladding ASCE 7-10: 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 _ Or; 120 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or; 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or; 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure D, Kzt = 1.00 • 2 x 4 Brace (I) 1x4 'L' Brace w (1) 2x4 'L' Brace ■ (2) 2x4 'L' Brace ww (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 414' 0' oup B Group AI S S ruce-Pine-Fir Hem-Fir +y #1 / #2 ' #1 / #2 Standard #2 Stud #3 ' 7' ' ' ' 7' ' 7' ' ' ' ' ' ' 7' ' ' ' #3 Stud #3 Standard O H Stud 7' 6' 6' 7' 7' 8' 0' 9' 2' 1' 7' 2' 1' 4' 0' Standard 3' 7' 5' 8' 6' 0' 7' 5' 7' 8' 8' 10' 9' 2' 11' 7' 12' l' 14' 0' Douglas Flr-Lurch Southern Plnewww #1 3' 11' 6' S' 6' 8' 7' 7' 7' 11' 9' 0' 9' S' 11' 11' 12' 4' 14' 0' #3 Ut-LtJ _j S P #2 3' 9' 6' 4' 6' 7' 7' 6' 7' 10' 8' 11' 9' 4' 11' 9' 12' 3' 14' 0' 14' 0' studStandard #3 3' 8' 6' 0' 6' 4' 7' 5' 7' 9' 8' 11' 9' 3' 11' 8' 12' 2' 13' 11' 14' 0' CLI DFL I Stud 3' 8' 6' 0' 6' 4' 7' 5' 7' 9' 8' 11' 9' 3' 11' 8' 12' 2' 13' 11' 14' 0' Standard 3' 7' 5' 3' 5' 7' 7' 0' 7' 6' 8' 10' 9' 2' 11' 0' 11' 10' 13' 10 14' 0' Group BI US F #1 / #2 4' 3' 7' 3' 7' 7' 8' 7' 8' 11' 10' 3' 10' 8' 13' 6' 14' 0' 14' 0' 14' 0' Hem-Fir _P_ #3 4' 1' 7' 2' 7' 7' 8' 6' 8' 10' 10' 1' 10' 6' 13' 4' 13' 10 14' 0' 14' 0' #1 a Btr U H F Stud 4' 1' 7' 2' 7' 5' 8' 6' 8' 10' 10' 1' 10' 6' 13' 4' 13' 10 14' 0' 14' 0' #1 standard 4' l' 6' 11' 7' 5' 8' 6' 8' 10' 10' 1' 10' 6' 13' 4' 13' 10 14' 0' 14' 0' QJ O Douglas Fir-Larch Southern Plnewww > #1 4' 6' 7' 4' 7' 8' 8' 8' 9' 0' 10' 4' 10' 9' 13' 8' 14' 0' 14' 0' 14' 0' #1 #1 S P #2 4' 3' 7' 3' 7' 7' 8' 7' 8' 11' 10' 3' 10' 8' 13' 6' 14' 0' 14' 0' 14' 0' #2 i 1 #2 #3 4' 2' 7' 3' 7' 6' 8' 6' 8' 10' 10' 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' 1x4 Braces shot( be SRB (Stress-Rated Board), QJ .--i DFL Stud 4' 2' 7' 3' 7' 6' 8' 6' 8' 10' 10' 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' ■wFor 1x4 So. Pine use only Industrial 55 or Standard 4' 1' 6' 5' 6' 10' 8' 6' 8' 10' 10' 1' 10' 6' 13' 4' 13' 10 14' 0' 14' Q'I Industrial 45 Stress-Rated Boards. Group B #1 / #2 4' 8' 8' 0' 8' 4' 9' 5' 9' 10' 10' 3' 11' 9' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades. d SPF #3 4' 6' 7' 11' 8' 2' 9' 4' 9' 8' 11' 1' 11' 7' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes; U U IIF Stud 4' 6' 7' 11' 8' 2' 9' 4' 9' 8' 11' 1' 11' 7' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion Is L/360. O I l Standard 4' 6' 7' 11' 8' 2' 9' 4' 9' 8' 11' 1' 11' 7' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 55 plf over X #1 4' 11' 8' 1' 8' S' 9' 7' 9' 11' 11' 4' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psf TC Dead Load). d SP #2 4' 8' 8' 0' 8' 4' 9' 5' 9' 10' 11' 3' 11' 9' 14' 0' 14' 0' 14' 0' 14' 0' Goble end supports load from 4' 0' outlookers 0j #3 4' 7' 7' 11' 8' 3' 9' 5' 9' 9' 11' 2' 11' 8' 14' 0' 14' 011 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. rI DFL Stud 4' 7' 7' 11' 8' 3' 9' 5' 9' 9' 11' 2' 11' 8' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 6' 7' 5' 7' 11' 9' 4' 9' 8' 11' 1' 11' 7' 14' 0' 14' 0' 14' 10"1 14' 0' Symm Attach 'L' braces with 10d (0,128'x3.0' min) nails. About i )K For (1) 'L' brace, space nails at 2' o.c. able Truss In 18' end zones and 4' o.c. between zones. )K)JE Diagonal brace option- For (2) 'L' braces- space nails at 3' o.c. In 18' end zones and 6' o.c. between zones. vertical length may be doubled when diagonal 18' )K 'L' bracing must be a minimum of Box of web brace Is used. ConnectL member length. diagonal brace for 450# 'L' at each end. Max web Brace Gable Vertical Plate Sizes total length Is l4'. )K)K , � Vertical Length No Splice 2x4 DF-L #2 orI Less than 4' 0' 1X4 or 2X3 I45' better diagonal r tl Greater than 4' 0' 3X4 Vertical length shown brace) single 8, • In table above. or double cut ••• (as shown) at L 1 ♦ + Refer to common truss design for [Il upper end. peak, splice, and heel plates. a nuous♦ nring Refer to the Building Designer for conditions Connect diagonal at midpoint of vertical web. Refer to chart o ve fsr m l le at0l not addressed by this detail. wwVARNTNGaw READ NO FalIW ALL NOTES ON THIS DRAWING • w■IwnNTANr■a FIIMSH THIS DRAWING TD ALL CONTRACTORS INCLUDING THE INSTALLERS. • 1. REF ASCE7-10-GAB14015 Trusses requ►Mr extreme core In fabricating,handing,shipping,Installing and bracing. Refer o 7[ fwl.w the latest edition of SCSI(Building Component Safety Infornotlon, by TPI and SBCA)far .Y DATE 8/3/15 pr.ctk.s prior to performing these functions. Installers shall provide temporary bracing per SI. qTE Lint...noted otherwise,cop chard small have properiy attached structural sheathing and batt chord DRWG S14015ENC100815 al stall Mve o properly attached ..Bing. Locations shown for p---n t lateral restraint o T7 shall have bracing installed per r SI sections B3,B7 or BID,as applicable. Apply plates to each ce dIIII of truss and position as shown above and on the Joint Details,unless noted otherwise. 1.�� Refer to drawings 16OA-2 for standard plot.positions. Q� ♦♦ P Apine,a division of ITV Building Components Group Inc.shall not be responsible for any d—ittlon ll�n ♦�.' `OC? ♦♦♦♦ AN R WCDMPANY this al—Ing,any failure to Wtd the truss In conformance with ANSI/TPI 1,or for handling,shppino,y •• lB ,O ��•♦♦ �� Installation bracing of trsses, ••••!•• T❑T, LD. 60 PSF A seal on this drawing or cover pope listing this drawing.hd—t—.ceept.nce of professloral \\13723\Riverpod\OnveMW�+R m+sponslhllity surely for the design shown The sWCahNty and use of this dwwYq A'q�G� \\Suite\200 For any struct re responsibility the of the&Adbect. p Designer per ANSI/TPI I S \\Maryland\Heights,\MO\63043 For Wore Infarm.tlon ee this Job's general notes page and these rein sites- ALPINE www.apineit—on)TPD www.tpinst.org)SBCA ....sbcind—try.ar)ICCs vrlccs.fe.org MAX. SPACING 24,0' i MAP SHOWING SURVEY OF LOT 2, BLOCK 224, ALTANTIC BEACH SECTION "H", ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 18 PAGE 34, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: DESTINATION HOMES, LLC WEST 14th STREET BENCHMARK (50.0 FOOT RIGHT—OF—WAY) WOOD POWER POLE (ELEVATION 10.0) NAVD 1988 Z" NORTH" 1' EAST e' OAK FD. 1/2" IRON 0.5' 8' POST NO I.D.) 13' OAKS CLUSTER —E E ----E— 0.2" I 0.6* 18' LIVE OAK FD. 1/2' (NO I.D.) IRO ' a DETAIL "A" 3 SANITARY MANHOLE t'' 0 7" CEDAR TOP (8.78) Oj N g l��' ,�81 O N '' I x 4i 16" MAGNOLIA L 0 T 1 n' O y 10' CEDAR 7" CITRUS S t".. o ® � ( 11 C r x o Lu xI 5" OAK 12' CITRUS 8' CHAIN LINK FENCE 1.0' a. —x--x—x 10' OAK 6x 15" OAK O o Zx \m iv^ Mx 11" MAGNOLIA �4 I 102.00'(P) �z iox �g`y1 101.80'(F) `96� E-a � W ,v N i7' OAK `s*• P+ xii N I 7' OAK O Mi 6" OAK x • 18" MAGNOLIA o J oo CO Xo x m L9 it 3" P.V.C. WITH CAP Lr)' 3a 1 o 1nI oil l x If v IL = nZ x �6�1 ��l �� i'�" X11 tl'�e,5 —x , �.a' 30" OOAK 101 .86'(F) W/1/24 IRON C MONi i I1 +7 102.40'(P) (L9 7992)REBAft 0 NO 49 I.DS O I 0.23' SOUTH J o LOT 3 35" HICKORY 3 II ra 19" MAGNOLIA 10 S NOTE: INVASIVE SPECIES TRESS NOT LOCATED LEGEND: ❑ CONCRETE MONUMENT ECK LAND SURVEYORS, INC. O IRON PIPE OR ROD o/E OVERHEAD ELECTRIC 1650 EMERSON STREET O/T OVERHEAD TELEPHONE JACKSONVILLE, FLORIDA 32207 (904) 396-6334 X CROSS—CUT IN CONCRETE FAX (904) 396-9997 X—X FENCE ; v (P) Fl� GENERAL NOTES: 1.) This Is a: Boundary, Tree ' As beat determined from anand Topographical survey. Car" cote No. 3287 Inspection of Flood Insurance Rate 2,)) ,f: No abstract of Title fumished. LOWS J. LVERET' Map: 120075 0408 H 3.) Not abstracted for easements. Not valid unless Surveyor'a CertilitAte No. 4099 dated 6-3-13 , the lands/house 4. Basis of Bearings: N/A Official Seal is embossed Profeselcr:el Surveyors & Mappers surveyed Ile In Zone 'X'. hereon. State of F.orido JELEz-1"=20' DATE; 8/29/15 FIELD BOOK 729 PAGE 14-4 DRAFTSMAN: J A B ORDER . 15-35 -- A