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1202 JASMINE ST RES18-0218 new home permit � �� 1 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 '"40;319%' INSPECTION PHONE LINE 247-5814 RESIDENTIAL - NEW SINGLE FAMILY RESIDENCE MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RES18-0218 Description: New Single Family Home Estimated Value: 193695.5 Issue Date: 10/3/2018 Expiration Date: 4/1/2019 PROPERTY ADDRESS: Address: 1202 JASMINE ST RE Number: 171020 0030 PROPERTY OWNER: Name: PILLAR LLC Address: 3167 ST JOHNS BLUFF RD S JACKSONVILLE, FL 32246 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. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. Permit Conditions Page 1 of 2 Enter Permit Number RES18-0218 View Report i14 1 1 of 2 i ►i 41 100% Find I Next 4• " , igt '; Permit Conditions K. City of Atlantic Beach Permit Number: RES18-0218 Description:New Single Family Home Applied:6/19/2018 Approved:8/17/2018 Site Address:1202 JASMINE ST Issued:10/3/2018 Finaled: City,State Zip Code:Atlantic Beach,Fl 32233 Status:ISSUED Applicant:<NONE> Parent Permit: Owner:PILLAR LLC Parent Project: Contractor:<NONE> Details: LIST OF CONDITIONS SEQ + REQUIRED + SATISFY : STATUS : NO ADDED DATE : DATE DATE TYPE DEPARTMENT: CONTACT: REMARKS : 1 6/26/2018 DRIVEWAY APRON INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All concrete driveway aprons must be 5"thick,4000 psi,with fibermesh from edge of pavement to the property line.Reinforcing rods or mesh are not allowed in the right-of-way. 2 6/26/2018 EROSION CONTROL INSTALLATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(247-5814) to request an Erosion and Sediment Control Inspection prior to start of construction. 3 6/26/2018 ON SITE RUNOFF INFORMATIONAL • PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site during construction. 4 6/26/2018 POST CONSTRUCTION TOPO INFORMATIONAL SURVEY PUBLIC WORKS Scott Williams Notes: If on-site storage is required,a post construction topographic survey documenting proper construction will be required. All water runoff must go to retention area and retention overflow must run to street. 5 6/26/2018 ROLL OFF CONTAINER INFORMATIONAL PUBLIC WORKS Scott Williams Notes: http://atlanticbeach.trakit.net/trakit/DocumentV iewer.aspx?&report=/Documents/PERMIT... 10/3/2018 Permit Conditions Page 2 of 2 Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapell's,Inc.,Republic Services,Donovan Dumpsters). Container cannot be placed on City right-of-way. 6 6/26/2018 RIGHT OF WAY RESTORATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full right-of-way restoration,including sod,is required. 7 6/26/2018 CONSTRUCTION SITE INFORMATIONAL MANAGEMENT PUBLIC WORKS Scott Williams Notes: Provide construction site management plan,including location of silt fence,dumpster,portable toilet. Right-of-Way Permit is required if using right-of- way for construction parking. 8 6/26/2018 RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site. Cannot raise lot elevation. Printed:Wednesday,03 October,2018 rRIGr 1 of 2 http://atlanticbeach.trakit.net/trakit/DocumentV iewer.aspx?&report=/Documents/PERMIT... 10/3/2018 City of Atlantic Beach "(-:-7•VT.i. ,., fii: ') PUBLIC UTILITIES DEPARTMENT s j 1200 Sandpiper 1-�; I Lane t Atlantic Beach, FL 32233 (904)247-5834 NEW WATER / SEWER TAP REQUEST Date 7- 2- / 8 Project Address /262 1-4-Siva )►tI ST Number of Units i CommercialResidential Multi-Family New Water Tap(s) & Meter(s) Meter Size(s) 3i Lf New Irrigation Meter Upgrade Existing Meter from to (size) / New Reclaim Water Meter Size New Connection to City Sewer V Applicant Name Applicant Address City State Zip Phone Cell Email Applicant Signature CITY STAFF USE ONLY Application# Ec5 ( 8 _ 0 2. 1 Water System Development Charge $ /.410, 00 Sewer System Development Charge $ , 017D , 66 Water Meter Only $ Reclaim Meter Only $ Water Meter Tap $ 800, on Sewer Tap $ 2, Sao , CO Cross Connection $ 50, dv Other $ TOTAL $ 8 ¶? ' , 0i2� (Notes) APPROVED Kayle Moore, P.E. Date Public Utilities Director or Authorized Signature ALL TAP REQUESTS MUST BE APPROVED BY THE PUBLIC UTILITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED ot.A1J%�� City of Atlantic Beach APPLICATION NUMBER Js IL, Building Department (To be as igned by the Building Department.) r �:'.A:1f 800 Seminole Road -r Atlantic Beach, Florida 32233-5445 l Phone(904)247-5826 • Fax(904)247-5845 ,F3 �? E-mail: building-dept@coab.us Date routed: p I �n City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: `202' cJQSI'VI.t irk Department review required Yes -No �a.iildi i/ 1 Applicant: TA.A.A.‘,6i in &Zo it 0 �.�t �1n.�'�'� T inistrator Project: Su1e ` rg.CS • Public Worl ublic Utilitie> 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. [ 6enied. ❑Not applicable (Circle .•-. Comments: BUILDIN PLANNING &ZONING v1 Reviewed by: /rr t) Date: 6.1?' TREE ADMIN. Second Review: Xpproved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: P6 h. g a" _ 34-r t) Aisles PUBLIC UTILITIES �r PUBLIC SAFETY Reviewed by: Date: *-6-p9010 FIRE SERVICES Third Review: ❑Approved as revised. ❑Denie . ❑Not applicable Comments: Reviewed by: Date: `5/19/2017 OFFICF CORY i.. Building Permit Application Updated 12/8/17 ' City of Atlantic Beach VW. 800 Seminole Road,Atlantic Beach,FL 32233 J �J Phone:(904)247-5826 Fax:(904)247-5845 t.�.Z 3 ' ° C� Ca..ni I r Io-:G:s.. Job Address: ' �` �}X111 •c 1p�h )4)(al / Permit1Number: Legal Description i8.3'" I7-2S �It 1 •L 8x11 Sr i4 -Ort 3 61k- 20L1 RE# 1---71020 " 0 )30 Valuation of Work(Replacement Cost)$ /2-‘1,12y4/ — Heated/Cooled SF /y 70 Non-Heated/Cooled 54. 2 • Class of Work(Circle one):((New ddition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s) (Circle one): Commercial (Residential • If an existing structure, is a fire sprinkler system installed?(Circle one): Yes No N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: (4,--- _ c") 1,4.,tici A-)"-e-A---' 6• N.r ..lye/ 1 --/, L.> /-, .),„L,_ (Lc Florida Product Approval# Se J�.,2 vim-, for multiple products use product approval form Property Owner Information Name: 3a5l-0:1(._ Lv i_rOSt # 1202 Address: _ P 0 tQx 5602:7 2 City -3y_kyjnv'llt. State F L Zip 32 Z-1 l Phone qo-1- t JH - OV"3 E-Mail caG c I'� e Q .:.IIS-t'h . act Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information ++ I` Q �Name of Company: �uk , Unl,m � 94,rs- 1A Qualifying Agent: nel)n Address t L l,i.0-i .i,k-, 131YJ It lg I City jo Ii:X)r'ti,1�- State r l- Zip 322 69 Office Phone .1"9-1-Z 35- i3.07 Job Site/Co act Nu ber q541- "2 3 5- 8 30-7 State Certification/Registration# (.(y O� C 3' l E-Mail g-1 1-C -.�ur, e ama.l • 0(" Architect Name&Phone# Engineer's Name&Phone# af,LJ'n (1tu-4-„ Ir. (10-1 - 147G -. 115q Workers Compensation 1.1y..,5 6i- G/- /f Exempt/Insurer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc.NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTOR Y BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. _a_i/x • Signature of Owner or Agent) (Signature of Contractor) ) (including contractor) Si ned and sworn to(or affirmed)before me this i day of Signed and sworn to(or affirmed)before me this Ig day of ?4i 1✓, by i-vj PAIL>6%,fiiiiee, 10 pit 4/ ,by lav/v.. 7`-6^'N-A Ak.._ h.t,,kfk 4/Z-ek Oil • atu �el�gt ( (Signature of Notary) _ NOTARY PUBLIC ,tut ChristiA.Kuschel [ ]Personally Known OR i -.STATE OF FLORIDA [ 1 Personally Known OR -f, NOTARY PUBLIC Produced Identification � '. [ ] .,. can*/FF2429$8 [ ]Produced Identification :�/ STATE OF FLORIDA +i.. ,i= Type of Identification: 9 •' FYpjrii 8/26/201�r Type of Identification: Corm►At FF2�2986 ' Expires 6/26/2019 N rikie. CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach,Florida 32233 OFFICE COPY REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS Date 7-23-/S Revision to Issued Permit Corrections to Comments Permit# RES(S -OZ t S Project Address I Z 0 2 /1 1,-)/ S J ,7/L Contractor/Contact Name 'YL) t'e-7S Phone 5-1/ 2 3 6 3437 Email &j N ,3er itie.e41/1 P,5/14/9;Z• Description of Proposed Revision/Corrections: Permit Fee D $ S O•Ct ct 5 PGS S Additional Increase in Building Value$ Additional S.F. — By signing below,I g 1 l/`-t_ -! 7 vL affirm the Revision is inclusive of the proposed changes. •r ed name) 7 — z 3--/ S . Signature a acto ';gent(Co. .ctor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: ,M Buildinq L'o c I -C tC40 '- nning &Zoning k nS r +moo( Reviewed By Tree AdministratorII Public Works \e(.0 Ct n SS Public Utilities ^(5"it Public Safety k ^ pa ek0.Uq Date Fire Services J '" �S, CITY OF ATLANTIC BEACH ::, ""' '=' 800 SEMINOLE ROAD j ;r ATLANTIC BEACH, FL 32233 _______) (904) 247-5800 '''''.0.219I'" BUILDING REVIEW COMMENTS Date: 6/28/2018 Permit#: RES18-0218 Site Address: 1202 JASMINE ST Review Status: denied. RE#: 171020 0030 Applicant: BUILDING UNLIMITED ROOFING & SOLAR Property Owner: PILLAR LLC Email: office.burs@gmail.com Email: radcliffe@bellsouth.net Phone: 9542358307 Phone: 904.614.0673 9542358307 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: 1. 2c. .'- e -_ .- • . eneele. 2. . .' . . • . '• -• - - - - - - "i . • ii . a:. • • ,! 11 . - I . 'I 1 Il.terial 1. . . . . - ;, , , .. .- _ t-: , • - - . . '. -, - .: . . . - . . 3. e e ,. •. . . • - ; .. • - - • - : .:. - - • _ ••• . :. . . . used. The i . •e • •. • . 'I -- ss owsa are1- ap •.• _ . .. . t. - •- - ' - •- : -T. — 1 .I 1 1 1 1 -at - is —, • 'C '' '' .. : ''. : "• - . :propriate F : . . . '. . 'I . '.. ... _ 'i l 4. 'A signature and date is required on the site plan next to the F.F.E. Information was sent to Kevin rtin Jr. to concerning the calculation procedure as well as FFE minimums for property in the AE ood Zone. When in to sign and date the Site Plans, you may write in the co . 12 7.23/ p- /1..r / Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5844 Email:mjones@coab.us Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding". The revision shall also be identified as to the sequence of revision by OFFICE COPY MAP SHOWLNG SURVEY OF LOT 3, BLOCK 204, ATLANTIC 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: KEVIN MARTIN WEST 14th STREET (50.0 FOOT RIGHT OF WAY) 111.51' —s— ®e.NN) 4 4 LOT 2 ...7;::)0.66) }� r d o H I . .1:t_STORY 550W No.1212 102.17•(REL) Pe.lir MN Y5,) I ne e(]+) 102.0'MK) Mal, (s.w) 'S'M` s. 1 1 a MEW Z' F0.„7[MO.0 ] (�7 � v y (50I),e ! _ e.z52,11).".---- Lae) OM N.N - r Neo \ ♦ (s,,.) �p , Pj O CI '{ix ZONE D) z°"E'AE'(ELEV 5) j1 eoulyrAR ��3 N fN b� ( (�) I� R AT 111`IPI) ~ 6 IMO wo0 §. (5.32)1 L.L.A.N. D L'.0.2 .... �nti o.e' ♦ 531 0.10) (5.50) 511, ti ro.1/4i, 102.0'(NAT) m.V2*Reaw 'P. N B` 22 102.23'(HELD) 112 r 2.63 00 011 o A I o -N L 0 T 4 s.e,s. �..(..e,) '1 1i A r :....., (9,041‘. 1 155 Sol BENCHMARK Mr— 1St?fitai Neo v I LEGEND' o CONCRETE MONUMENT o IRON PIPE OR Roo ECK LAND SURVEYORS, INC. 0/E OVERHEAD ELECTRIC 1550 EMERSON s1REET SI0 0 MX ism 0/ CROSS-CUT IN CONCRETE OVERHEAD TELEPHONE (�)JACKSCORAL4RS(R0)205 YSS7 smog:eck)mllooLcom z—K FENCE LB GENERAL NOTES; 7W2 As beet determined from an 1.)This Is 0:Boundary and `N' inspection of Flood Insurance Rate Topographical Survey. Mop: 120075 0408 H 2. No abstract of Title famished. MIM Nr' 5. N. LOWS J.of Samoans T 50 NO.IOW doted 5/3/13,In the lands/house(shaded) 4. Not abstracted for Asmenb. StAt. ed Florida aro*ippon surveys f in Zones 'K (shaded) 4. Basis of Bearings:N/A. "�+a ibrl5o and AE'(Elw 5'). Not.em onl.e Sorwyo/.Official S.d o airborne.]h...o5. SSE; 1'-20' DA)t. 3/27/15 FIELD B0014_132._ PAGE 117 DRAFTSMAN' J A B ORDER # 18-127 - B ?S! v.f City of Atlantic Beach APPLICATION NUMBER £ Z ° .; Building Department (To be assigned by the Building Department.) A ` 800 Seminole Road RES �Q rA"�` v 6_ .1. ;r Atlantic Beach, Florida 32233-5445 O lJ V � yPhone(904)247 5826 Fax(904)247 5845 \in 9• E-mail: building-dept@coab.us Date routed: le //411 ii City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: `ZO2.. <3a51 \. t 14 eJ Department review required Yes No 1 11 . L�uildnin�0_2_91Q Applicant: --6t..A.A. i I V n.l` M t-C Tree Administrator Project: S .n.cte ( ` rp,...,es • Public Worl 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 Comments: / l,�'t/ I Gee, PLANNING & ZONING Reviewed by: Date: 4-27— I TREE ADMIN. Second Review: Approved as revised. uenied. Not applicable PUBLIC WORKS Comments: Li e,y 111- 4 (rec.)PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: , _____ Date: -72s= 1 � FIRE SERVICES Third Review: Approved as revised. ❑Denied. ['Not applicable Comments: Reviewed by�� O Date: e; / 7 ( S Revised 05/19/2017 --,•I i ! ( CITY OF ATLANTIC BEACH AI 800 Seminole Road __,.1.....-_,.=_-, i Atlantic Beach,Florida 32233 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date p ^15-I8 Revision to Issued Permit Corrections to Comments Permit# Project Address 1202 Zoran ;"i- Contractor/Contact Name 1)Q,v1 n i\ Mn 611 -235 -$3a-7 Email 1,_ tho 0n �,0�,1 .Cc*1 Phone 112Y 1 reA ) ,q Description of Proposed Revision /Corrections: Permit Fee Due $ Charg-,4 td-t,va 4.- kovx.. 4o {na* ton i `s Additional Increase in Building Value $ Additional S.F. By signing below,I affirm the Revision is inclusive of the proposed changes. (printed name) Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: ./ . , --- Building Planning &Zoning Reviewed By Tree Administrator Public Works g:.c 1Public UtilitiesO Public Safety Date Fire Services ,:-'Jj \ CITY OF ATLANTIC BEACH is;`� 800 Seminole Road si Atlantic Beach,Florida 32233 REVISION REQUEST /CORRECTIONS TO PLAN REVIEW COMMENTS Date 7-Z 3 , t S Revision to Issued Permit Corrections to Comments Permit# I ES(8 -OZ(cS Project Address l Z 0 2 -7/1 5�""7/ S Ao---ee/ Contractor/Contact Name 4 et,''ti L-y AK-Ti ' 5' Phone 'I 5-1/ 2 3 6- 30-7 Email X ei nl ►^-.6e7i'ry J26,4-1-P5 /9i L Description of Proposed Revision/Corrections: Permit Fee Due $ 4-8cirtay.4 5 c PGS Additional Increase in Building Value $ 'v Additional S.F. --0 By signing below,I 6`A')i \V tr"-1. . affirm the Revision is inclusive of the proposed changes. ed name) 7 - Z3--/ 8 , Signature a . a acto •gent(Ca'1or must sign if increase in valuation) Date (Office Use Only) Approved Denied 7 Not Applicable to Department Revision/Plan Review Comments Yell's - t ql. i r°e> Department Review Required: Building CoC'-(--f-CLC- 0 (— '.-°*:::— . "— –.— ann t &Zoning wed B y Tree Administrator II , Public Works (\(1� C. ta-c-Jt n SS 7-2-5--Public Utilities l ^ Cka- (g Public Safety Date Fire Services Building Permit Application Updated 12/8/17 '^,;� City of Atlantic Beach __' 800 Seminole Road,Atlantic Beach,FL 32233 �/ Phone:(904)247-5826 Fax:(904)247-5845 3 22 3 3 12'0 61', 14ICII�'.c Lh r� rlcr it Job Address: �s�' J�d� C4�yl p ` cGw� � Permit Number: Legal Description 1$- 1 17-73-.03E Atka'',c,. F X,YI r, N )-OT 3 6114- 20d RE# 1'7 1020 — 0030 Valuation of Work(Replacement Cost)$ /2.- I 01,712 — Heated/Cooled SF /y 70 Non-Heated/Cooled S Y,' 2 • Class of Work(Circle one):(New ddition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial /Residential • If an existing structure, is a fire sprinkler system installed?(Circle one): Yes No N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type ^ 'of�work to be performed: (4.-, - e v &-)'–e --1 'r N'L- sVey Fe\^-1, i`t ' t Florida Product Approval# 5 if:E 2312 k'-, �� for multiple products use product approval form Property Owner Information Name: 3a`5r`1';12. LoviC1 Tr. i r.ci3t #IZ02 Address: P 0 �( r)X 5 p2:"1 2. City 7,x,1c. n\'4. State r L Zip S2 Z`1 l Phone q - 6 Il-1 - 0613 E-Mail ra 1 c.l'$k F. Q ,Il 4 h.r1U Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company: (2:004- U n l,'rn rc R ,_ \� rx tI] ,n P Y Qualifying Agent: i 1 a ' rl Address 17,[ZO,.S % tact, 131J * it I City joi-ttx�nv,liL State "i--L Zip 32246 Office Phone ac' Z 35- S30T Job Site/Co act Nu ber 15,1- 2S5- 830-7 State Certification/Registration# (:;(s 6 O';SlO I E-Mail Ut-C r;C.. •bor-5 e 3 rna,1 . i,001 Architect Name&Phone# Engineer's Name& Phone# Yi{,4 n ('1or-k ., Zr. '100 – I.1'7 G I N5q Workers Compensation e/)—:—Yu 5 /- 6/— I'1 Exempt/Insurer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc.NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies,or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTO,,R Y BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. .-- /X. Signature of Owner or Agent) Si nat rof ( g u e Contractor) (including contractor) Si ned and sworn to(or affirmeed�)beforeta _m�e this rte, day of Signed and sworn to(or affirmed)before me this J8 day of ti 1 Zl l ,by '�.+`3►'i+ KIiMG 1'/ *A -J o-Art , 1 C� ,by / ✓i w 1'1'I 'LTr'v1 /"Dik,,,J--:4il,e,16-ii4 • atuo,..lAt.ilChgl ` , .• (Signature of Notary) [ J PersonallyKnown OR �f� NOTARY PUBLIC 0.2 Christi A.Kuschel Ai ' 1, "STATE OF FLORIDA [ ]Personally Known OR = NOTARY PUBLIC [ ]Produced Identification .4116,,,......:::''' FF242986 [ ]Produced Identification . i �t =STATE OF FLORIDA Type of Identification: 9I' Eches 6/26/201 Type of Identification: •�:;�:`Corrin#//242986 9 Expires 6/26/2019 (z- Sts-Gaq o 'ri,, TREE & VEGETATION AFFIDAVIT FOR INTERNAL OFFICE USE ONLY � City of Atlantic Beach A s r, Community Development Department RE C E 1pb ....,....y, , 800 Seminole Road Atlantic Beach,FL 32233 -orti9 (P)904-247-5800 J U L 2 7 2419 SITE INFORMATION ADDRESS 120 L -j/`") „,l',vt-e 5Y ” Building Department City of Atlantic Beach, FL SUBDIVISION ' C'( 11 BLOCK ZGl%rI LOT 3 RE# f 7 / c267 - DDS 0 ❑ RESIDENTIAL ❑ COMMERCIAL ❑ OTHER APPLICANT INFORMATION LL NAME Jl0.jr�t,\(""e Lf9UJ 71741';./- /?c)2 PHONE# Cj'&G/-(;,/y{j4,7? ADDRESS P. U, 60,4 54, 2 7 2 CELL# CITY lig C-& i>,v i,y40 STATE `L ZIP CODE 3(z q/ EMAIL P14-AC 1;{(cy) 8..e 1 k,\„iii, .„s-et- OWNER ❑ LEGAL AUTHORIZED AGENT I affirm that I have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation", of the Municipal Code of Ordinances for the City of Atlantic Beach Florida and/or I have participated in a pre- application meeting with the Administrator of those regulations. Subsequently, I affirm that no regulated trees and no regulated vegetation will be damaged, destroyed and/or removed from the above-described property and/or adjacent properties including right-of-way. I HEREBY CER5IFYHAT ALL INFORMATION PROVIDED IS CORRECT:Signature of Property Owner(s)or Authorized Agent ! . ' Dr-14,1J / 4 de-1.4 ---,? -2 7- le SIGNATUR(OF A LI ANT PRINT OR TYPE NAME DATE SIGNATURE OF APPLICANT(2) PRINT OR TYPE NAME DATE Signed and sworn before me on this 7 I000 day of l'/ O ?-e)/, ?-e)/l by State of F-C" // ZIdCounty of i..///1/-Z- Identification entification verified: Pee o 'LIij/ /-"cs--/)------V ,'v" Oath Sworn: Yes ❑ No _ _ _ ,� � �� , I ,4� JACOB ERA$LEy I Notary Si ature 1 >t . Notary Public-State of Flonda '� Commissim M c Jun 077Q — 2 0 -2 2 ,,or n,,. My Comm.Expires to,2022 � My Commission expires 1 .... Bonded through National Notary Assn. 04 TREE AND VEGETATION AFFIDATIrelif _______ S /aPo It i 0 FORM R405-2017 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: 1202 Jasmine Street 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(1747.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame Wood,Exterior R=13.0 1486.00 ft2 b. Frame-Wood,Adjacent R=13.0 261.00 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 (1470.0 sqft.) Insulation Area a.Under Attic(Vented) R=30.0 1209.00 ft2 6. Conditioned floor area above grade(ft2) 1470 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(155.3 sqft.) Description Area a.Sup:Attic,Ret:Main,AH:Main 6 232 a. U-Factor: Dbl, U=0.29 102.00 ft2 SHGC: SHGC=0.23 b. U-Factor: Dbl, U=0.33 53.33 ft2 12.Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.29 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: 3.393 ft. Area Weighted Average SHGC: 0.251 14. Hot water systems a.Electric Cap:50 gallons 8. Floor Types (1470.0 sqft.) Insulation Area EF:0.920 a.Slab-On-Grade Edge Insulation R=0.0 1470.00 ft2 b. Conservation features b.N/A R= ft2 None c.N/A R= ft2 15.Credits Pstat Total Proposed Modified Loads: 43.64 PASS Glass/Floor Area: 0.106 Total Baseline Loads: 44.64 I hereby certify that the plans and specifications covered by Review of the plans and a.,�.'o�IHE srAT this calculation are in compliance with the Florida Energy specifications covered by this 1, ''i` * ••...0 Code. Digitally signed by Joshua calculation indicates compliance 414,..7.•;;".-..� o 'er �„ n Howard with the Florida Energy Code. '•�/ow. Vis,;�O PREPARED BY: Date:2018.05.25 10:47:59 Before construction is completed 1 I ':-.-; i= DATE: -04'00' this building will be inspected for •: x '0 ,. compliance with Section 553.908 *''• Florida Statutes. • Ar. I herebycertifythat this building, - ••:: -is in compliance '' .•rr with the Florida Energy o.- -' .G,,..b. '1, ..• OWNER/AGE 1 : BUILDING OFFICIAL: -/ ' , DATE: ' % - DATE: S-'6--t - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.3.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50(R402.4.1.2). 5/25/2018 10:23 AM EnergyGauge®USA Section R405.4.1 Compliant Software Page 1 of 4 OFFICE CGI FORM R405-2017 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: 1202 Jasmine Street 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(1747.0 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Frame Wood,Exterior R=13.0 1486.00 ft2 b. Frame-Wood,Adjacent R=13.0 261.00 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 (1470.0 sqft.) Insulation Area a.Under Attic(Vented) R=30.0 1209.00 ft2 6. Conditioned floor area above grade(ft2) 1470 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(155.3 sqft.) Description Area a. Sup:Attic, Ret:Main,AH:Main 6 232 a. U-Factor: Dbl, U=0.29 102.00 ft2 SHGC: SHGC=0.23 b. U-Factor: Dbl,U=0.33 53.33 ft2 12.Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.29 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: 3.393 ft. Area Weighted Average SHGC: 0.251 14. Hot water systems 8. Floor Types (1470.0 sqft.) Insulation Area a. Electric Cap:50 gallons EF:0.920 a.Slab-On-Grade Edge Insulation R=0.0 1470.00 ft2 b. Conservation features b.N/A R= ft2 None c.N/A R= ft2 15.Credits Pstat Total Proposed Modified Loads: 43.64 PASS Glass/Floor Area: 0.106 Total Baseline Loads: 44.64 I hereby certify that the plans and specifications covered by Review of the plans and .�''�'i14.E STAT'•. this calculation are in compliance with the Florida Energy specifications covered by this • +\,�= " ....0 %-. Code. Digitally signed by Joshua calculation indicates compliance ..amu�v sz `.-t..r+• � Howard with the Florida Energy Code. I A•:nu„ '` :';:. ,,, PREPARED BY: C. J Date:2018.05.25 10:47:59 Before construction is completed - u�d --. ` DATE: ___ -coma this building will be inspected for ;tG compliance with Section 553.908 t.• .`.•.. ' I hereby certify that this buildin., _ '••-:, • in compliance Florida Statutes. ..*•.14,r,•-• ::`yil with the Florida Energy of- - • ...6 1J. OWNER/AGE , BUILDING OFFICIAL: - DATE: •• - _ --1 e DATE G fcS'/ e - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.3.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50(R402.4.1.2). 5/25/2018 10:23 AM EnergyGauge®USA Section R405.4.1 Compliant Software Page 1 of 4 FORM 1405-2017 INPUT SUMMARY CHECKLIST REPORT PROJECT Title: 1538 Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1470 Lot# Owner Name: Building Unlimited Total Stones: 1 Block/Subdivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Building Unlimited Rotate Angle: 270 Street: 1202 Jasmine Street 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 V Design Location TMY Site Design Temp Int Design Temp Heating Design Daily Temp 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL JACKSONVILLE_INT 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Blockl 1470 13230 SPACES Number Name Area Volume Kitchen Occupants Bedrooms !Mil ID Finished Cooled Heated 1 Main 1470 13230 Yes 4 3 1 Yes Yes Yes FLOORS V # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio Main 181 ft 0 1470 ft2 ____ 0.4 0.3 0.3 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 1592 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 1470 ft2 N N CEILING V # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Vented) Main 30 Blown 1209 ft2 0.23 Wood 2 Under Attic(Vented) Main 19 Blown 261 ft2 0.23 Wood 5/25/2018 10:23 AM EnergyGauge®USA Section R405.4.1 Compliant Software Page 2 of 4 .FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below V# Ornt To Wali Type Space R-Value Ft In Ft In Area R-Value Fraction Absor Grade% 1 N=>W Exterior Frame-Wood Main 13 13 10 8 138.7 ft2 0.23 0.4 0 2 N=>W Exterior Frame-Wood Main 13 22 9 198.0 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 29 9 261.0 ft2 0.23 0.4 0 5 S=>E Exterior Frame-Wood Main 13 18 10 8 192.0 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 V # Omt Door Type Space Storms U-ValueWidth Height Area Ft In Ft In 1 S=>E Insulated Main None .46 3 6 8 20 ft2 2 S=>E Insulated Main None .4.6 3 6 8 20 ft2 3 W=>S Insulated Main None .46 2 6 6 8 16.7 ft2 WINDOWS Orientation shown is the entered orientation(=>)changed to As Built(rotated 270 degrees / Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 N=>W 1 Vinyl Low-E Double Yes 0.33 0.29 N 53.3 ft2 7 ft 4 in 1 ft 0 in Drapes/blinds None 2 N=>W 2 Vinyl Low-E Double Yes 0.29 0.23 N 12.0 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds None 3 N=>W 2 Vinyl Low-E Double Yes 0.29 0.23 N 6.0 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds None 4 E=>N 3 Vinyl Low-E Double Yes 0.29 0.23 N 6.0 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds None 5 E=>N 3 Vinyl Low-E Double Yes 0.29 0.23 N 30.0 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds None 6 S=>E 5 Vinyl Low-E Double Yes 0.29 0.23 N 24.0 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds None 7 W=>S 6 Vinyl Low-E Double Yes 0.29 0.23 N 24.0 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds None GARAGE V # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 380.336 ft2 380.336 ft2 41 ft 9.4 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .0004 1543.5 84.74 159.36 .3169 7 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.2 30 kBtu/hr 1 sys#1 5/25/2018 10:23 AM EnergyGauge®USA Section R405.4.1 Compliant Software Page 3 of 4 FORM'R405-2017 INPUT SUMMARY CHECKLIST REPORT COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER:14 30 kBtu/hr 900 cfm 0.75 1 sys#1 HOT WATER SYSTEM V # 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 V 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: Cooling Jan Feb ' Mar Apr May Jun Jul Aug Sep Oct Nov Dec HeatingX Jan X Feb X Mar r Ma Jun Jul Au f S Oct X Nov Dec VentinJan Feb X Mar X Apr May Jun Jul Aug l I SepeX Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MASS Mass Type Area Thickness Furniture Fraction Space Default(8 lbs/sq.ft. 0 ft2 0 ft 0.3 Main Name: Signature: Rating Compant: Date: 5/25/2018 10:23 AM EnergyGauge®USA Section R405.4.1 Compliant Software Page 4 of 4 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 98 The lower the Energy Performance Index, the more efficient the home. 1. New home or, addition 1. New(From Plans) 12. Ducts, location&insulation level a)Supply ducts R 6.0 2. Single-family or multiple-family 2. Single-family b) Return ducts R 6.0 c)AHU location Attic/Main 3. No.of units(if multiple-family) 3. 1 4. Number of bedrooms 4. 3 13. Cooling system: Capacity 30.0 a) Split system SEER 14.0 5. Is this a worst case? (yes/no) 5. No b) Single package SEER c) Ground/water source SEER/COP 6. Conditioned floor area(sq. ft.) 6. 1470 d) Room unitIPTAC EER e)Other 7.Windows,type and area a) U-factor:(weighted average) 7a. 0.304 b) Solar Heat Gain Coefficient(SHGC) 7b. 0.251 14. Heating system: Capacity 30.0 c) Area 7c. 155.3 a)Split system heat pump HSPF 8.2 b) Single package heat pump HSPF 8. Skylights c) Electric resistance COP a) U-factor:(weighted average) 8a. NA d) Gas furnace, natural gas AFUE b) Solar Heat Gain Coefficient(SHGC) 8b. NA e) Gas furnace, LPG AFUE f)Other 9. Floor type, insulation level: a) Slab-on-grade (R-value) 9a. 0.0 b)Wood, raised (R-value) 9b. 15.Water heating system c) Concrete, raised (R-value) 9c. a) Electric resistance EF 0.92 b)Gas fired, natural gas EF 10. Wall type and insulation: c)Gas fired, LPG EF A. Exterior: d)Solar system with tank EF 1. Wood frame(Insulation R-value) 10A1. 13.0 e) Dedicated heat pump with tank EF 2. Masonry(Insulation R-value) 10A2. f) Heat recovery unit HeatRec% B.Adjacent: g)Other 1. Wood frame(Insulation R-value) 1061. 13.0 2. Masonry(Insulation R-value) 1082. 16. HVAC credits claimed (Performance Method) 11. Ceiling type and insulation level a) Ceiling fans a) Under attic 11a. varies b) Cross ventilation No b) Single assembly 11b. c)Whole house fan No c) Knee walls/skylight walls 11c. d) Multizone cooling credit d) Radiant barrier installed 11d. No e) Multizone heating credit f) Programmable thermostat Yes *Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. I certify that this home has complied with the Florida Building Code, Energy Conservation,through the above energy saving features which will be installed (or e'eded) in this home before final inspection. Otherwise, a new EPL display card will be completed based .• nstalled ode compliant features. Builder Signaturg• Date: - Address of New Home: 1202 Jasmine Street City/FL Zip: Atlantic Beach, FL 32233 5/25/2018 10:24:41 AM EnergyGauge®USA 6.0.02-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 1202 Jasmine Street Permit Number: Atlantic Beach, FL,32233 MANDATORY REQUIREMENTS See individual code sections for full details. ✓ SECTION R401 GENERAL • R401.3 Energy Performance Level(EPL)display card(Mandatory). The building official shall require that an energy performance level(EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law (Section 553.9085,Florida Statutes)requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings.The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit.The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building.A copy of the EPL display card can be found in Appendix RD. • R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelopie 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. O R402.4.1.1 Installation.The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1,as applicable to the method of construction.Where required by the code official,an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2,and three air changes per hour in Climate Zones 3 through 8.Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g.(50 pascals).Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7), Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(f),(g)or(i)or an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions,alterations,renovations,or repairs,of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust,intake, makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures. 3. Interior doors,if installed at the time of the test,shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems,if installed at the time of the test,shall be turned off. 6. Supply and return registers,if installed at the time of the test,shall be fully open. • R402.4.2 Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors,and outdoor combustion air.Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127,the doors shall be tested and listed for the fireplace.Where using tight-fitting doors on masonry fireplaces,the doors shall be listed and labeled in accordance with UL 907. • R402.4.3 Fenestration air leakage W indows,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, 5/25/2018 10:24 AM EnergyGauge®USA -FBC 6th Edition(2017) Compliant Software Page 1 of 5 • MANDATORY REQUIREMENTS - (Continued) ❑ R402.4.4 Rooms containing fuel-burning appliances. In Climate Zones 3 through 8,where open combustion air ducts provide combustion air to open combustion fuel burning appliances,the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room,isolated from inside the thermal envelope.Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2,where the walls,floors and ceilings shall meet not less than the basement wall R-value requirement.The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403.The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code,Residential. ❑R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm(0.944 Us)when tested in accordance with ASTM E283 at a 1.57 psf(75 Pa)pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. ❑ R403.1.1 Thermostat provision(Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. ❑ R403.1.3 Heat pump supplementary heat(Mandatory). Heat pumps having supplementary electric-resistance heat shall have controls that,except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating load. ❑ R403.3.2 Sealing(Mandatory) All ducts,air handlers,filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers,shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5)or (7),Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(f),(g)or(i), Florida Statutes,to be"substantially leak free"in accordance with Section R403.3.3. ❑ R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. ❑ R403.3.3 Duct testing(Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: 1, Rough-in test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the system,including the manufacturer's air handler enclosure if installed at the time of the test.All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa)across the entire system,including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. ❑R403.3.5 Building cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. ❑R403.4 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(41°C) or below 55°F(13°C)shall be insulated to a minimum of R-3. ❑ R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage,including that caused by sunlight,moisture,equipment maintenance and wind,and shall provide shielding from solar radiation that can cause degradation of the material.Adhesive tape shall not be permitted. ❑ R403.5.1 Heated water circulation and temperature maintenance systems(Mandatory). Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls,temperature sensors and pumps shall be accessible.Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump.The system return ❑ pipe shall be a dedicated return pipe or a cold water supply pipe.Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy.The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. ❑ R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515.Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 5/25/2018 10:24 AM EnergyGauge®USA -FBC 6th Edition(2017)Compliant Software Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) ❑ R403.5.5 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 Y inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies(Mandatory). R403.5.6.1.1 Automatic controls. Service water-heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum temperature setting range shall be from 100°F to 140°F(38°C to 60°C). El R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main burner(s)of combustion types of service water-heating systems to be turned off. ❑ R403.5.6.2 Water-heating equipment. Water-heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provisions,for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water-heating category.Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water-heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 9806,Test Methods for Solar Collectors, and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol.Collectors in installed solar water-heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal;and 2. Be installed at an orientation within 45 degrees of true south. n R403.6 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential,or Florida Building Code, Mechanical,as applicable,or with other approved means of ventilation including:Natural, Infiltration or Mechanical means.Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. ❑ R403.6.1 Whole-house mechanical ventilation system fan efficacy. When installed to function as a whole-house mechanical ventilation system,fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole-house mechanical ventilation fans are integral to tested and listed HVAC equipment,they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2,Ventilation for Acceptable Indoor Air Quality,shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces,attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s),then the walls of the space(s)from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19,space permitting,or R-10 otherwise. R403.7 Heating and cooling equipment(Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1.This Code does not allow designer safety factors,provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems.New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM MINIMUM EFFICACY a AIRFLOW RATE MAXIMUM (CFM) (CFM/WATT) (CFM) Range hoods Any 2.8 cfm/watt Any In-line fan Any 2.8 cfm/watt Any Bathroom,utility room 10 1.4 cfm/watt <90 Bathroom, utility room 90 2.8 cfm/watt Any For SI:1 cfm=28.3 L/min. a. When tested in accordance with HVI Standard 916 5/25/2018 10:24 AM EnergyGauge®USA -FBC 6th Edition(2017) Compliant Software Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) ❑ R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7,or the closest available size provided by the manufacturer's product lines.The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal,rating-test value and shall not be used for equipment sizing.Manufacturer's expanded performance data shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry-bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower CFM provided by the expanded performance data,the design value for entering wet-bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet-bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s)is installed in an unconditioned space. Exceptions: 1. Attached single-and multiple-family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida-registered engineer, in attached single-and multiple-family units,the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. ❑ R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1,and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. ❑ R403.7.1.2.2 Electric resistance furnaces. shall be sized within 4 kW of the design requirements calculated according to the procedure Electric selectedresistance in Sectionfurnaces R403.7.1. ❑ R403.7.1.2.3 Fossil fuel heating equipment. capacity of equipment with natural draft atmospheric burners shall not be less than the design load calculated in The accordance withfossil Sectionfuel R403heating.7.1. ❑ R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis,such as anticipated additional loads caused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections ❑ C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. ❑ R403.9 Snow melt and ice system controls(Mandatory) Snow-and ice-melting systems,supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F(10°C),and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F(4.8°C). ❑ R403.10 Pools and permanent spa energy consumption(Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. ❑ R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on-off switch that is an integral part of the heater mounted on the exterior of the heater,or external to and within 3 feet(914 mm)of the heater.Operation of such switch shall not change the setting of the heater thermostat.Such switches shall be in addition to a circuit breaker for the power to the heater.Gas-fired heaters shall not be equipped with continuously buming ignition pilots. ❑ R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. ❑ R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating,computed over an operation season,is from site-recovered energy,such as from a heat pump or solar energy source,covers or other vapor-retardant means shall not be required. CI efficiency Gas-and oil-fired pool and spa heaters. All gas-and oil-fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16,2013,when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 5/25/2018 10:24 AM EnergyGauge®USA -FBC 6th Edition (2017) Compliant Software Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160,Table 2,Standard Rating Conditions-Low Air Temperature.A test report from an independent laboratory is required to verify procedure compliance.Geothermal swimming pool heat pumps are not required to meet this standard. riR403.11 Portable spas(Mandatory�he energy consumption of electric-powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS D R404.1 Lighting equipment(Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps. Exception:Low-voltage fighting. R404.1.1 Lighting equipment(Mandatory).Fuel gas lighting systems shall not have continuously burning pilot lights. 5/25/2018 10:24 AM EnergyGauge®USA -FBC 6th Edition(2017) Compliant Software Page 5 of 5 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: 1538 Builder Name: Building Unlimited Street: 1202 Jasmine Street Permit Office: City of Atlantic Beach City,State,Zip: Atlantic Beach,FL,32233 Permit Number: Owner: Building Unlimited Jurisdiction: 261100 w Design Location: FL,Jacksonville U COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air-permeable insulation shall The exterior thermal envelope contains a continuous air barrier. requirements p not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit Ceiling/attic the insulation and anygaps in the air barrier shall be sealed. 9 P shall be aligned with the air barrier. �- Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity sealed. with a material having a thermal resistance of R-3 4' Knee walls shall be sealed. per inch minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows,skylights The space between window/doorjambs and framing,and I/ and doors skylights and framing shall be sealed. L Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. 1,/ Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to (including insulation. maintain permanent contact with the underside of above-garage subfloor decking,or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing,or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawispace Shafts,penetrations Duct shafts,utility penetrations,and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit,or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. ,/ Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls,or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air-sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall l/ be sealed to the sub-floor or drywall. Concealed When required to be sealed,concealed fire sprinklers shall only be 1/ sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings. a.In addition,inspection of log walls shall be in accordance with the provisions of ICC-400. 5/25/2018 10:24 AM EnergyGauge®USA FBC 6th Edition(2017)Compliant Software Page 1 of 1 Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: 261100 Permit#: Job Information Builder: Building Unlimited Community: Lot: NA Address: 1202 Jasmine Street City: Atlantic Beach State: FL Zip: 32233 Air Leakage Test Results Passing results must meet either the Performance, Prescriptive, or ER!Method O PRESCRIPTIVE METHOD-The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour at a pressure of 0.2 inch w.g.(50 Pascals)in Climate Zones 1 and 2. OPERFORMANCE or ERI METHOD-The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding the selected ACH(50)value,as shown on Form R405-2017(Performance)or R406-2017(ERI),section labeled as infiltration,sub-section ACH50. ACH(50)specified on Form R405-2017-Energy Calc(Performance)or R406-2017(ERI): 7.000 x 60 - 13230 = Method for calculating building volume: CFM(50) Building Volume ACH(50) O Retrieved from architectural plans PASS •Code software calculated When ACH(50) is less than 3, Mechanical Ventilation installation O Field measured and calculated must be verified by building department. R402.4.1.2 Testing.Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g.(50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7), Florida Statues.or individuals licensed as set forth in Section 489.105(3)(f),(g),or(i)or an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to thecode official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust,intake,makeup air,back draft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test,shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems,if installed at the time of the test,shall be turned off. 6. Supply and return registers,if installed at the time of the test,shall be fully open. Testing Company Company Name: Phone: I hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: Date of Test: Printed Name of Tester: License/Certification#: Issuing Authority: 5/25/2018 10:25:08 AM EnergyGauge®USA 6.0.02-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 Job Project Summary 1470 +I+ wrightsoft 1 '1 Date: 5/25/18 Entire House By: JH Air to Air Inc. 11578 Davis Creek Ct.Jacksonville,FL 32256 Ptnne:904 262-4279 Fax:904 262-4279 Email:airtoair4@bellsorlhnet Web:airtoairiro.com Pro.ect Information For: Building Unlimited Notes: 1202 Jasmine St. Atlantic Beach,FL. Desi•n Information Weather: Jacksonville Intl AP,FL,US Winter Design Conditions Summer Design Conditions Outside db 33 °F Outside db 93 °F Inside db 70 °F Inside db 75 °F Design TD 38 °F Design TD 18 °F Daily range M Relative humidity 50 Moisture difference 51 grab Heating Summary Sensible Cooling Equipment Load Sizing Structure 22333 Btuh Structure 14981 Btuh Ducts 4105 Btuh Ducts 3650 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 29322 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 19992 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2362 Btuh Ducts 947 Btuh Central vent(70 cfm) 2432 Btuh Heating Cooling Outside air Area(ft2) 1470 1470 Equipment latent load 5741 Btuh Volume(ft3) 13230 13230 Air changes/hour 0.45 0.23 Equipment Total Load(Sen+Lat) 25733 Btuh Equiv.AVF(cfm) 99 51 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 DISTI... Trade GOODMAN;JANITROL;AMANA DISTI... Model GSZ140301 K Gond GSZ140301 K AHRI ref 7995113 Coil ARUF31 B14A AHRI ref 7995113 Efficiency 8.2 HSPF Efficiency 12.0 EER,14 SEER Heating input Sensible cooling 19600 Btuh Heating output 27800 Btuh @ 47°F Latent cooling 8400 Btuh Temperature rise 27 °F Total cooling 28000 Btuh Actual airflow 933 cfm Actual airflow 933 cfm Air flow factor 0.035 cfma3tuh 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 °F Input Backup: =p7 kW, Output=23643 Btuh,100 AFUE Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -414- wrightsoft- 2018-May-25 1028:50 ..� . . -••.-. Right-Suite® 18.0.04 RSU10246 Page 1 ..Uriimited aka Kevin Martin\1538 w Manual S.n.p Calc=MAMFrontDoor faces:E +F+ wrightsoft Right-J®Worksheet Job: 1470 Entire House Date: 5/25/18 By. JH Air to Air Inc. 11578 Davis Creek Ct,Jacksonville,FL 32256 Phone:904 262-4279 Fax:904 262-4279 Email:airtoair4@bellsoulhnet Web:airtoairinc.com 1 Room name Entire House WHOLE HOUSE 2 E1glosed well 181.0 ft 181.0 ft 3 Room height 9.0 ft 9.0 ft heat/cool 4 Room dimensions 1470.0 x 1.0 ft 5 Room area 1470.0 ft 1470.0 ft2 Ty Constriction U-value Cr HTM Area (ft2) Load Area (ft2) Load number (B1 -9) (Blinn or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross NiP/S Heat Cool 6 W 12C-Osw G 3A-2ov 0.091 n 0.330 n 3.41 229 1238 10.61 337 71 266 0 908 879 610 753 337 71 266 0 908 879 610 753 W 12C-Osw 0.091 e 3.41 229 360 324 1106 743 360 324 1106 743 I—G 3A-2ov 0.330 e 1238 35.11 36 0 446 1264 36 0 446 1264 1112C-0sw 0.091 s 3.41 229 192 148 505 339 192 148 505 339 3A-2ov 0.330 s 12.38 20.83 24 42 297 500 24 21 297 500 D 11J0 0.600 s 22.50 18.12 20 20 450 362 20 20 450 362 14J 12C-0sw 0.091 w 3.41 229 597 556 1897 1275 597 556 1897 1275 —0 3A-2ov 0330 w 12.38 37.90 24 0 297 910 24 0 297 910 D 11D0 0.390 w 14.62 11.78 17 17 249 200 17 17 249 200 R 12C-0sw 0.091 - 3.41 139 261 241 822 336 261 241 822 336 l D 11 JO 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 - 120 1.40 1209 1209 1451 1691 1209 1209 1451 1691 F 22A-fpm 1.180 - 4425 0.00 1470 181 8009 0 1470 181 8009 0 6 c)AED excursion 0 0 Envelope loss/gain 18245 9904 18245 9904 12 a) Infiltration 4088 986 4088 986 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 3 690 3 690 Appliances/other 3400 3400 Subtotal(lines6to 13) 223:43 14981 223.33 14981 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 22333 14981 22333 14981 15 Dud loads 185' 24% 4105 3650 18% 24% 4105 3650 Total room load 26438 18631 26438 18631 Air required(dm) 933 933 933 933 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wrevi sort- 2018-May-25 1028:50 ""Aft. ""gt "'"'^ Rig fi-Sute®Uriversal 2018 18.0.04 RS U10246 Page 1 ...Unlimited aka Kevin Martir111538 w Manual S.r Calc=MJ8 Frort Door faces:E BuildingAnalysis Job: 1470 4 wrightsoftDate: 5/25/18 Entire House By: JH Air to Air Inc. 11578 Davis Creek Ct,Jacksonville,FL 32256 Phone:904 262-4279 Fax:904 262-4279 Email:alrbair4@bellsouhnet Web:airtoairinc.com Pro'ect Information For: Building Unlimited Desi•n Conditions Location: Indoor: Heating Cooling Jacksonville Intl AP,FL,US Indoor temperature(°F) 70 75 Elevation: 33 ft Design TD(°F) 38 18 Latitude: 30°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(grub) 11.0 51.2 Dry bulb(°F) 33 93 Infiltration: Daily range(°F) - 18 ( M ) Method Simplified Wet bulb(T) - 77 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 0 Heatin• Component Btuh/ft2 Btuh %of load Walls 3.4 5238 17.9 Walls Ventilation Glazing 12.4 1918 6.5 Doors 20.2 1149 3.9 • '>' ' Ducts Ceilings 1.3 1930 6.6 Glazing Floors 5.4 8009 27.3 ` Infiltration 2.8 4088 13.9 Doors Ducts 4105 14.0ntltration Piping 0 0 Ceilings Humidification 0 0 Ventilation 2884 9.8 Floors Adjustments 0 Total 29322 100.0 Coolin• Component Btuh/ft2 Btuh %of load Walls 2.2 3303 16.5 Walls Ventilation Glazing 22.1 3427 17.1 Doors 16.2 925 4.6 Internal Gains Ceilings 1.5 2250 11.3 Floors 0 0 0 Infiltration 0.7 986 4.9 Glazing_ _ Ducts 3650 18.3 Ventilation 1361 6.8 Internal gains 4090 20.5 Blower 0 0 Doors Ducts Adjustments 0 Ceilings Total 19992 100.0 Infiltration Latent Cooling Load=5741 Btuh Overall U-value=0.104 Btuh/ft2-°F Data entries checked. wrightsoft' 2018-May-25 1028:50 � -°- • - Rigrt-Sute®Uriversal 2018 18.0.04 RSU10246 Page 1 ACC;"' ...Uriimited aka Kevin Martin\1538 w Manual S.rup Calc M18 Front Door faces:E Manual S Compliance Report Job: 1470 +I+ wrightsoft Date: 5/25/18 Entire House By: JH Air to Air Inc. 11578 Daws Geek Ct,Jacksonville,FL 32256 Phone:904 262-4279 Fax:904 262-4279 Email:airboair4gbelisouthnet Web:airtoairinc com Project Information For: Building Unlimited Cooling Equipment Design Conditions Outdoor design DB: 92.7°F Sensible gain: 19992 Btuh Entering coil DB: 76.4°F Outdoor design WB: 77.1 °F Latent gain: 5741 Btuh Entering coil WB: 63.9°F Indoor design DB: 75.0°F Total gain: 25733 Btuh Indoor RH: 50% Estimated airflow: 933 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ140301 K+ARUF31 B14A Actual airflow: 933 cfm Sensible capacity: 21840 Btuh 109%of load Latent capacity: 6160 Btuh 107%of load Total capacity: 28000 Btuh 109%of load SHR: 78% Heating Equipment Design Conditions Outdoor design DB: 32.5°F Heat loss: 29322 Btuh Entering coil DB: 67.1°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ140301 K+ARUF31 B14A Actual airflow: 933 cfm Output capacity: 27800 Btuh 95%of load Capacity balance: 35 °F Supplemental heat required: 1522 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 933 dill Output capacity: 6.9 kW 81%of load Temp.rise: 62 °F Meets all requirements of ACCA Manual S. wrightsoft• 2018-May-251028:50 ,L�" M.-• Rigfa-S ite®Unversal 2018 18.0.04 RSU10246 ACOA UMPage 1 Unlimited aka Kevin arkrM 538 w Manual S.r Calc=MJ8 Front Door faces:E Ape OM. ' ,.,ewuw.,,.,.iw"r.ow.so-s.nc moat% Cowin.cmevoF lieu ..1=a.co,uwwo.r:Zn.a..•'C ,74.4,...ow ITO.wen. ,..an..v..n.co-aw P.m HoGaMilro,of_00 ror,crea.w.cs.M Ca.wamaa...«aww.,nx.-o,.. RF 3a•$ 4 i. 7 i_#gq pR °s 1)'4 4 011 b 11iai g.1:111E1ii E• _ �� ! %`,� a • i I .-4 ,Il ill!s 1. g4 i` ; ii n ij 77 i 11 I .1, { Ir L Ff .• (I , , rr . li ; , : 1 Z IIIEI act 1 :!_ Ti!i i _II 4 cony .- r Ilk 0 ___.4..,._- 1► 'W • t ' �i�ll' ----17; k' 4 nM°o2. 1 = -C _ % Florida Product Approval OFFICEY HardiePanel® Siding • For use inside HVHZ: o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami-Dade County Florida NOA 17- 0406.06. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. • For use outside of HVHZ, o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2686-17 or RIO-2689-17. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. (.6 " 1 1 a Hardie Panel®Ii .. . Vertical Siding gil JamesHardie EFFECTIVE SEPTEMBER 2013 — I INSTALLATION REQUIREMENTS RESIDENTIAL SINGLE FAMILY ONLY-PRIMED&COLORPLUSu PRODUCTS Visit www.iameshardie.com for the most recent version. SMOOTH • CEDARMILL© - SELECT SIERRA 8 • STUCCO IMPORTANT:FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY,AFFECT SYSTEM PERFORMANCE,VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY.BEFORE INSTALLATION,CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE INSTRUCTIONS. INSTALLATION OF HZ10Tr"PRODUCTS OUTSIDE AN HZ10®LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION,VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343(866 9HARDIE) STORAGE&HANDUNG: P CUTTING INSTRUCTIONS Store flat and keep dry and OUTDOORS INDOORS covered prior to installation.Installing 1.Position cutting station so that wind will blow dust away from user 1.Cut only using score and snap,or shears(manual,electric or pneumatic). sidingwet or saturated mayresult in and others in wortdng area. 2.Position cutting station in well-ventilated area 2.Use one of the(dowing methods: shrinkage at butt joints.Carry planks a.Best i.score and snap on edge. Protect edges and corners ii Shears(manual.electric or pneumatic) -NEVER use a power saw indoors b.Better. I.Dust reducing circular saw equipped with a -NEVER use a circular saw blade that does not carry the HardieBlade saw blade trademark from breakage.James Hardie is not HardieBlade"saw blade and HEPA vacuum extraction -NEVER dry sweep—Use wet suppression or NEPA Vacuum responsible for damage caused c.Good: i.Dust reducing circular saw with a HardieBlade saw blade by improper storage and handling of (only use for low to moderate cutting) the product. Important Note:For maximum protection(lowest respirable dust production),James Hardie recommends always using"Best"-level cutting methods where feasible. NIOSH-approved respirators can be used in conjunction with above cuttingto further reduce dust e ) practices xposure.Additional evosure information is available at www.jameshardie.com to help you deterrnirle the most appropriate cutting method for your job requirements.If concern still exists about exposure levels or you do not comply with the above practices,you should always consult a qualified industrial hygienist or contact James Hardie for further information. so0e31o5 GENERAL REQUIREMENTS: I • These instructions to be used for residential single family installations only.For Commercial/Multi-Family installation requirements go to www.JamesHardieCommercial.com • HardiePanel®vertical siding can be installed over braced wood or steel studs spaced a maximum of 24"o.c.See genemal fastening requirements.Irregularities in framing and sheathing can mirror through the finished application.James Hardie recommends installing HardiePanel on a capillary break(rainscreen/iuning)as a best practice. • Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at www.jamehardie.com • A water-resistive barrier is required in accordance with local building code requirements.The water-resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements.James Hardie will assume no responsibility for water infiltration.James Hardie does manufacture HardieWrap®Weather Barrier,a non-woven non-perforated housewrapl,which complies with building code requirements. • When installing James Hardie products all clearance details in figs.5,6,7,8,9,10&11 must be followed. • Adjacent finished grade must slope away from the building in accordance with local building codes-typically a minimum of 6"in the first 10'. • Do not install James Hardie products,such that they may remain in contact with standing water. • HardiePanel vertical siding may be installed on vertical wall applications only. • DO NOT use HardiePanel vertical siding in Fascia or Trim applications. • Some application are not suitable for COlorPlus.Refer to ColorPlus section page 3. • DO NOT use stain,oiValkvd base paint,.or powder coating on James Hardie®Products. • For larger projects,including commercial and multi-family projects,where the span of the wall is significant in length,the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design.These values can be found in the Technical Bulletin #8"Expansion Characteristics"at www.JamesHardie.com. INSTALLATION: Joint Treatment Fastener Requirements • Vertical Joints-Install panels in moderate contact(fig.1),alternatively Position fasteners 3/8"from panel edges and no closer than joints may also be covered with battens,PVC or metal jointers or 2"away from corners.Do not nail into corners. caulked(Not applicable to ColorPlusa Finish)(fig.2). HardiePanel Vertical Siding Installation • Horizontal Joints-Provide Z-flashing at all horizontal joints(fig.3). • Framing must be provided at horizontal and vertical edges for nailing. Figure 2 Figure 3 • HardiePanel vertical siding must be joined on stud. water-resistive barrier water-resistive barrier • Double stud may be required to maintain minimum edge z x 4 stud ¶terresistive water-resistive 2 x 4 stud barrier barner nailing distances. ,�.= �_ upper panel t—upper panel Fi • •water-resistive not 1/4"9aP Donot 1/4"gap barrier � ulk + ulk I sheathing HardiePanel Batten Joint "H"Joint Z-ttug t I zf ashingo O vertical siding water-resistive barrier Idecorative keep nails2x4 stud —IoMer owedboard 3/8"mi . from panel �l Pam .— panel 0 • edges [ plate ---) g 0 \ l� Figure 4 ,11 , leave appropriate gap between Recommendation:When r✓�r_ O panels,then caulk' installing Sierra 8,provide ligp O moderate contact Caulk Jointadoublestudatpanel(Not applicable to ColorPlus•finish) joints to avoid nailingkeep fasteners 2' 'Apply caulk in accordance with caulk through grooves. P away from corners manufacturer's written application instructions. 'For additional information on HardieWrapr"Weather Barrier,consult James Hardie at 1-866-4Hardie or www.hardiewrap.com WARNING:AVOID BREATHING SILICA DUST James Hardie"products contain respirable crystalline silica,which is known to the State of California to cause cancer and is considered by[ARC and NIOSH to be a cause of cancer from some occupational sources. Breathing excessive amounts of respirable silica dust can also cause a disabling and potentially fatal lung disease called silicosis,and has been linked with other diseases.Some studies suggest smoking may increase these risks. During installation or handling:(1)work in outdoor areas with ample ventilation;(2)use fiber cement shears for cutting or,where not feasible,use a HardieBlade"saw blade and dust-reducing circular saw attached to a CEPA vacuum; (3)warn others in the immediate area;(4)wear a property-fitted,NIOSH-approved dust mask or respirator(e.g.N-95)in accordance with applicable government regulations and manufacturer instructions to further limit respirable silica exposures. During clean-up,use HEPA vacuums or wet cleanup methods-never dry sweep. For further information,refer to our installation instructions and Material Safety Data Sheet available at www.jameshardie.com or by calling 1-800-9HARDIE(1-801-942-7343). FAILURE TO ADHERE TO OUR WARNINGS,MSDS,AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. soosos05 HS1236-P1/3 1/13 1/710 CLEARANCES Install siding and trim products in Maintain a minimum 1" Maintain a minimum 1"-2"clearance At the juncture of the roof and vertical Maintain a 1/4" compliance with local building code -2"clearance between between James Hardie products surfaces,flashing and counterflashing clearance between requirements for clearance between James Hardie® and decking material. shall be installed per the roofing the bottom of James manufacturer's instructions.Provide a Hardie products and the bottom edge of the siding and products and paths, Figure 7 minimum 1"-2"clearance between horizontal flashing. the adjacent finished grade. steps and driveways. - the roofing and the bottom edge of the Do not caulk gap. stud water siding and trim. Refer to fig.3 on Figure 5 Figure 6 siding resistive siding g �► barrier Figure 8 i 1• 2'man. page 1. ,1 Elldeck material + III / 1"-2'rrfin �L I Illy r m "Pi"bottom - ` I' platella t 1 oist 41%111111 I i, fl leeddigne concrete Wing s"min foundation Do not bridge floors with HardiePanel"siding.Horizontal KICKOUT FLASHING joints should always be created between floors(fig.10). Water- Because of the volume of water that can pour down a sloped Resistive roof,one of the most critical flashing details occurs where a Maintain a minimum 1"gap Barrier !�'`�/» Framing roof intersects a sidewall. The roof must be flashed with step between gutter end caps and Figure 10 ri.._ I� Jflashing. Where the roof terminates,install a kickout to deflect siding&trim. Horizontal FboringFigure 9 Trimwater away from the siding.It is best to install a self-adhering membrane on the wall before the subfascia and trim boards 04/ � lir,Mill are nailed in place,and then come back to install the kickout. � Figure 11,Kickout Flashing To prevent water from siding dimmir dumpingbehindthesidinandtheendof the roofl� j `` Sheathing ,_ intersectioninstalla"kickout"asrequiredbyIRCcode R905.2.8.3:"...flashing shall be a min.of 4"high and 4" �I�� fascia1111 HardiePanei' wide."James Hardie recommends the kickout be angled between 100°-110°to maximize water deflection gutter and end cap Figure 11 BLOCKED PENETRATIONS ��, �• Penetrations such as hose bibs and holes 1 Y2"or larger such as dryer vents s"f °irq/',`�Ii should have a block of trim around point of penetration. ` `// eavesadhenImemba GENERAL FASTENING REQUIREMENTS ane Kickout Fasteners must be corrosion resistant,galvanized,or stainless steel.Electro-galvanized are flashing acceptable but may exhibit premature corrosion.James Hardie recommends the use of quality, ( `I Drip edge hot-dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of 1\ fasteners. Stainless steel fasteners are recommended when installing James Hardie products near nousewrap the ocean,large bodies of water,or in very humid climates. • Consult applicable product evaluation or listing for correct fastener type and placement to achieve specific design wind loads. • NOTE:Published wind loads may not be applicable to all areas where Local Building Codes have PNEUMATIC FASTENING specific jurisdiction.Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. James Hardie products can be hand nailed or fastened with a • Drive fasteners perpendicular to siding and framing. pneumatic tool.Pneumatic fastening is highly recommended. • Fastener heads should fit snug against siding(no air space).(fig.A) Set air pressure so that the fastener is driven snug with the • Do not over-drive nail heads or drive nails at an angle. surface of the siding.A flush mount attachment on the • If nail is countersunk,fill nail hole and add a nail.(fig.B) pneumatic tool is recommended. This will help control the • For wood framing,under driven nails should be hit flush to the plank with a hammer(for steel depth the nail is driven,If setting the nail depth proves difficult, framing,remove and replace nail). choose a setting that under drives the nail.(Drive under driven • NOTE:Whenever a structural member is present,HardiePlank should be fastened with even nails snug with a smooth faced hammer-Does not apply for spacing to the structural member.The tables allowing direct to OSB orplywood should only be installation to steel framing). used when traditional framing is not available. • Do not use aluminum fasteners,staples,or clipped head nails. SnugFlush eh W. Countersunk, , ic / fill&add nail � do not under DO NOT Figure A Figure B drive nails STAPLE HS1236-P2/3 8/13 Ii >o CAULKING For best results use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS,Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions.Note:OSI Quad as well as some other caulking manufacturers do not allow tooling. DO NOT caulk nail heads when using ColorPlus products,refer to the ColorPlus touch-up section CUT EDGE TREATMENT PAINTING Caulk,paint or prime all field cut edges. DO NOT use stain,oil/alkyd base paint,or powder coating on James Hardie®Products.James Hardie products James Hardie touch-up kits are required must be painted within 180 days for primed product and 90 days for unprimed.100%acrylic topcoats are to touch-up ColorPlus products. recommended.Do not paint when wet.For application rates refer to paint manufacturers specifications. Back-rolling is recommended if the siding is sprayed. COLORPLUS®TECHNOLOGY CAULKING,TOUCH-UP&LAMINATE I •Care should be taken when handling and cutting James Hardie®ColorPlus®products.During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product,then rinse with a garden hose. •Touch up nicks,scrapes and nail heads using the ColorPlus®Technology touch-up applicator.Touch-up should be used sparingly. If large areas require touch-up,replace the damaged area with new HardiePanel®siding with ColorPlus Technology. •Laminate sheet must be removed immediately after installation of each course. •Terminate non-factory cut edges into trim where possible,and caulk.Color matched caulks are available from your ColorPlus®product dealer. •Treat all other non-factory cut edges using the ColorPlus Technology edge coaters,available from your ColorPlus product dealer. Note:James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up,will not be covered under the James Hardie ColorPlus Limited Finish Warranty. The following outlines the recommended applications for ColorPlus and Primed panels.Not all designs will be suitable for every application: I •Exposed fasteners or battens is the recommended application for ColorPlus panel products •Do not use touch-up over fastener heads for smooth ColorPlus products-primed panel recommended •For ColorPlus panel applications that require fasteners in the field,it is acceptable to use touch-up over fasteners for Cedarmill and Stucco panel only,but correct touch-up application is important.Some colors may show touch-up when applied over fasteners.Trim is recommended to cover joints when appropriate. PAINTING JAMES HARDIE•SIDING AND TRIM PRODUCTS WITH COLORPLUS•TECHNOLOGY When repainting ColorPlus products,James Hardie recommends the following regarding surface preparation and topcoat application: •Ensure the surface is clean,dry,and free of any dust,dirt,or mildew •Repriming is normally not necessary •100%acrylic topcoats are recommended I •DO NOT use stain,oil/alkyd base paint,or powder coating on James Hardie®Products •Apply finish coat in accordance with paint manufacturers written instructions regarding coverage,application methods,and application temperature RECOGNmON:In accordance with ICC-ES Evaluation Report ESR-1844,HardiePanel®vertical siding is recognized as a suitable alternate to that specified in:the 2006.2009,&2012 International Residential Code for One-and Two-Family Dwellings and the 2006,2009,&2012 International Building Code.HardiePanel vertical siding is also recognized for application in the following:City of Los Angeles Research Report No.24862,State of Florida listing FL#889,Dade County,Florida NOA No.02-0729.02,U.S.Dept.of HUD Materials Release 1263c,Texas Department of Insurance Product Evaluation EC-23,City of New Yak MEA 223-93-M,and California DSA PA-019. These documents should also be consulted for additional information concerning the suitability of this product for specific applications. ©2013 James Hardie Building Products. All rights reserved. TM,SM,and®denote trademarks or registered trademarks of Additional Installation Information, James HardieTechnology Limited®is a registered Warranties,and Warnings are available at ® JamesHardie trademark of James Hardie Technology Limited. www.jameshardie.com HS1236-P3/3 6/13 Used for Florida Product Approval FL13192.3 and FL13192.4 ® OFFICE COPY HardieShingle® Siding • For use outside of HVHZ, o HardieShingle Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2685-17 or RIO-2687-17. Consult the HardieShingle product installation instructions on the follow pages for all other installation requirements. ( [1 r3jj James Hardie A smarter way to build • HardieShingle®Ii >." Siding JamesHardie STRAIGHT EDGE,STAGGERED EDGE,HALF ROUNDS&INDIVIDUAL SHINGLES EFFECTIVE SEPTEMBER 2013 INSTALLATION REQUIREMENTS-PRIMED&COLORPLUS® PRODUCTS Visit www.jameshardie.com for the most recent version. IMPORTANT:FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY,AFFECT SYSTEM PERFORMANCE,VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY.BEFORE INSTALLATION,CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE®INSTRUCTIONS. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION,VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343(866 9HARDIE) STORAGE&HANDLING: L CUTTING INSTRUCTIONS Store flat and keep dry and covered prior OUTDOORS INDOORS to installation.Installing siding wet or 1.Position cutting station so that wind will blow dust away horn user 1.Cut only using shears(manual,electric or pneumatic). saturated may result in shrinkage at butt and others in working area. 2.Position cutting station in well-ventilated area joints.Carty planks on edge. Protect 2.Use one of the fdlowing 'ods edges and corners from breakage.James b.Better I.Dust reducingrs ucircul sawelectnca pneumatic) equipped with a -NEVER use a power saw indoors Hardie is not responsible for damage HardieBlade°saw blade and HEPA vacuum extraction -NEVER use a circular saw blade that does not carry the HardieBlade saw blade trademark caused by improper storage and handling c.Good: i.Dust reducing circular saw with a HardieBlade saw blade-NEVER dry sweep—Use wet suppression or HEPA Vacuum of the product. (only use for low to moderate cutting) Important Note:For maximum protectice(lowest respirable dust preduciion),James Hardie recommends always using"Besfevel cutting methods where feasible. 't® NIOSH-approeed respirators can be used in conjunction with above cutting practices to further reduce dust exposures.Additional exposure information is available __`0, at www.jameshadie.00m to help you determine the most appropriate cutting method for your job requirements.If concern still exists about exposure levels a you do not comply with the above practices,you should always consult a qualified industrial hygienist or contact James Hardie for further information. sce3105 GENERAL REQUIREMENTS: •HardieShingle®siding can be installed over braced wood or steel studs spaced a maximum of 24"o.c.or directly to minimum 7/16"thick sheathing.See general fastening requirements. •Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at www.jamehardie.com •A water-resistive barrier is required in accordance with local building code requirements.The water-resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements.James Hardie will assume no responsibility for water infiltration.James Hardie does manufacture HardieWrap•Weather Barrier,a non-woven non-perforated housewrap',which complies with building code requirements. •When installing James Hardie'products all clearance details in figs.1,2,3,4,5,6&7 must be followed. •Adjacent finished grade must slope away from the building in accordance with local building codes-typically a minimum of 6"in the first 10'. •Do not install James Hardie products,such that they may remain in contact with standing water. •HardieShingle siding may be installed on vertical wall applications only. I •DO NOT use stain,oil/alkyd base paint,or powder coating on James Hardie®Products. CLEARANCES Install siding and trim products in Maintain a minimum 1"-2" Maintain a minimum 1"-2" At the juncture of the roof and vertical compliance with local building code clearance between James clearance between James Hardie surfaces,flashing and counterflashing shall be requirements for clearance between Hardie®products and paths, products and decking material. installed per the roofing manufacturer's the bottom edge of the siding and steps and driveways. instructions.Provide a minimum 1*-2" the adjacent finished grade. Figure 3 clearance between the roofing and the bottom edge of the siding and trim. Figure 4 Figure 2 ��water g Figure 1 siding resistive tii1JI! 1j' sidingmidmat •fodti1' 2' mi joi � �•• ledger flashing starter course 'For additional information on HardieWrap•Weather Barrier,consult James Hardie at 1-866-4Hardie or www.hardiewrap.com WARNING:AVOID BREATHING SILICA DUST James Hardie®products contain respirable crystalline silica,which is known to the State of California to cause cancer and is considered by IARC and NIOSH to be a cause of cancer from some occupational sources. Breathing excessive amounts of respirable silica dust can also cause a disabling and potentially fatal lung disease called silicosis,and has been linked with other diseases. Some studies suggest smoking may increase these risks. During installation or handling:(1)work in outdoor areas with ample ventilation;(2)use fiber cement shears for cutting or,where not feasible,use a HardieBlade®saw blade and dust-reducing circular saw attached to a HEPA vacuum;(3)wam others in the immediate area;(4)wear a properly-fitted,NIOSH-approved dust mask or respirator(e.g.N-95)in accordance with applicable government regulations and manufacturer instructions to further limit respirable silica exposures. During clean-up,use HEPA vacuums or wet cleanup methods-never dry sweep.For further information,refer to our installation instructions and Material Safety Data Sheet available at www.jameshardie.com or by calling 1-800-9HARDIE(1-800-942-7343). FAILURE TO ADHERE TO OUR WARNINGS,MSDS,AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. soo5030 HS11121_P1/5 6/13 /0/1?... = Maintain a 1/4"clearance Maintain a minimum 1"gap Figure 7 KICKOUT FLASHING between the bottom of between gutter end caps and --, Because of the volume of water that can pour down James Hardie®products siding&trim. l a sloped roof,one of the most critical flashing "e""•° ' details occurs where a roof intersects a sidewall. and horizontal flashing. ton • The roof must be flashed with step flashing. Where Do not caulk gap. - Figure 625.."- 1 the roof terminates,install a kickout to deflect water Figure 5 Seif-adhenng" away from the siding. waves membrane ;IIror.7,- .111, " °� It is best to install a self adhering membrane on the ,I 1/4�gap � Dop edge wall before the subfascia and trim boards are nailed , L std;ng in place,and then come back to install the kickout. Nre- flashing Caulk 1.,� Figure 7,Kickout Flashing To prevent water from I', sada I dumping behind the siding and the end of the roof "u`�°° intersection,install a"lockout"as required by IRC code R905.2.8.3:"...flashing shall be gutter and end cap a mon.of 4"high and 4"wide."James Hardie recommends the kickout be angled between 100°-110°to maximize water deflection TRIM CONSIDERATION: BLOCKED PENETRATIONS Minimum 1"trim thickness is needed as Panels stack at a depth of roughly 15/16"for the 7" Penetrations such as hose bibs and holes 1 1"or reveal.If additional trim depth is desired,you can place a spacer under the trim(Fig.8C&80). larger such as dryer vents should have a block of trim around point of penetration. Figure 8A Figure 8B Figure 8C Figure 8D (ID GABLE INSTALLATION: Installation over sheathing is recommended(Required for Individuals)for gables.* 1)Find the center stud of your of your Gable and snap a caulk line down 2)Measure out 16"*to both the left and the right of the center line and snap a caulk line 3)Measure up 2"if you are off a roof line or IA"if you are starting above a band board 4)Set the bottom of your 1 1/n"starter strip at that line 5)Place your 81/a"Starter Course-bottom level with the bottom of the starter strip 6)Set your first row of Shingle-starting the first piece at the vertical line left of center (If you are using staggered edged shingles Trim down the first row to the shortest shingle length) 7)Drive nails approximately Ya"above Key ways 5 per full panel Center Nail can be either one of the keyways. (Stay by keyway to avoid shiners)(EX1)Blue Dots show nail placement 8)Measure up 7"with straight and 6"with Staggered edge and snap a caulk line to get your proper exposure 9)The second row will start at the center line 10)The Third row will start at the line right of center 11)As you work your way up the gable make sure you Keep your Cut Pieces you will use the pieces on the edges of the gable(E(2) 12)Edges Gable butting into trim leave a 1/8"Gap(for house movement and Caulking) 13)Make sure to sure siding nails on the small pieces on the edges(Do not use a trim nail to install!) Find center of gable; Figure 10 Figure 11 Figure 9 Snap a chalk line 1Y."starter strip- 8Y."starter course in Make sure to meet Snap chalk line line with starter stripSnap chalk line;16"from clearances at roof line15Y."from bottom / .%sçtobolenht ,/7 armor horizontal trim of starter course WA / A Figure 12 Figure 13 Figure 14 use lett over and new First shingle goes on Second row begins at pieces.where necessary, far lett chalk line center chalk line to fill in opposite side Snap chalk ne 7" Snap chalk line 7" above first row for above second row for Third row begins at second row of shingles third row of Iliht chalk line MINITHIL 4pbIngles ,_ ____IIIIIIIIIIIIII -� •I•iminesmU\ /If•U.■,�•ei ti■Ii•i�■ue•i� 'Panels can also be installed direct to stud up to 24"0C. I Note:Snapped chalk lines help guide installation,when installing straight edge panels or Individual shingles use a straight edge on bottom edges if uniform straight edge is desired. HS11121_P2/5 8/13 y >o HARDIESHINGLE® STAGGERED EDGE PANELS INSTALLATION 1/8"min. 16"or 24" Trim gap for O.C. water-resistive Fastener Requirements Figure 15 caulk barrier 0.083"x 0.187"HD x 1 1/2"long ringshank nails are used for fastening s teps 1-4 1 n `l sheathing HardieShingle Staggered Edge Panels to both framing and to 7/16"thick APA 'v i � � I 1 . N rated sheathing. 1 I I 11 11 LL HardieShingle•Staggered Edge Panel Installation I D ON 01N AI LTHR OU G H\ ' s' Install HardieShinglea panels with joints butted in moderate contact.Due to15 7/8" a( ills AR E A I l� overlapping of the joints,caulk is not required except where panels abut trim panels -- - I x-3/8" •— boards,(figs 15&17).Ensure keyways do not line upon subsequent courses. 1)Install a 1-1/4"starter strip,then install a 8-1/4"wide HardiePlank®lap siding ' starter course. 1 l,.„..._._....,„ ,... 2)Place first panel so that panel end centers over stud.Trim panel as needed.Butt ° o 0o ° the cut end into trim as shown(figs 15&17). When installing over a band board or ° ° •° •° ° any horizontal surface,leave 1/4"gap between bottom of siding and flashing. second panel81/4„ course trim first11/4" 3)Secure panel,leaving 1/8"gap for caulk at trim and continue the course to hit center of HardiePlank® starter alongthe wall. position nails on nail line and secure into framing. furthest stud lap siding strip Only when application is to minimum 7/16"thick APA 4)Start the second course,by removing the equivalent of one full stud rated sheathing,position nails on nail line spaced a maximum of 13 3/4"o.c.Allow 3/8"from panel edges. cavity(16"or 24"OC),again abutting the cut end into the trim(figs 15&17). steps 5& 6 This is to prevent pattern repetition.Repeat step 3. 1/8"min.gap for caulk 5)Start the third course,by removing the equivalent of two full stud ■ - p 1 1 . cavities(figs 15&17)and repeat step 3. gr t i - I I 6)Continue up the wall repeating steps 2 through 6 until desired height is reached. 4 third 1 8" I I course I L I I oi Note:For aesthetic purposes you may trim second ' *_ i the bottom of the panel to create a straight II l t_ edge.If doing so,ensure all cuts ends are properly sealed and painted(fig 14) _ Figure 16 IIII" j to iii 1/4'gap.D o not caulk. ° ^,'° o ° band board —' - ° - ° ° • HARDIESHINGLE®STAGGERED EDGE PANEL COVERAGE Panels for sidewall applications are available in 48"lengths.Pieces needed for one square(100sq.ft.)of product coverage=approximately 50,based on a maximum 6"exposure from the top edge of HardieShingle panels in subsequent courses(refer to Figure 15). 7" EXPOSURE HARDIESHINGLE® STRAIGHT EDGE PANELS INSTALLATION Maximum Exposure of 7" REFER TO STAGGERED EDGE INSTRUCTIONS ABOVE S teps 1-4 Figure 16 S tees 5& 6 Trim 1/8"min. _16"or 24", water-resistive 1/8"min. gap for o.c. barrier gapfor /sONOTNMLGH ] caulk - L+ sheathing I —1 caulk r I II I _ 1 4 lII __ •course second1 7" �1 I (+ 11 I I I C.OUfSe I 'F' 11 11 15-1/4" - -.� _ _ I I 15-1/4" I 1 o- par 1 OIL __71-- ±Ji8Z: a . ° ° o ° second trim first panel 81" 1''/" course to hit center of HardiePlankx starter furthest stud lap siding strip position nails on nail line and secure into framing.Only when application is to minimum 7/16"thick APA rated sheathing,position nails on nail line spaced a maximum of 13 3/4"o.c.Allow 3/8"from panel edges. HARDIESHINGLE®STRAIGHT EDGE PANEL COVERAGE Panels for sidewall applications are available in 48"lengths.Pieces needed for one square(100sq.ft.)of product coverage=approximately 43,based on maximum 7"exposure. HS11121_P3/5 6/13 Ime — HARDIESHINGLE®INDIVIDUAL SHINGLE INSTALLATION HardieShingle®Individual Shingles must be installed with the widest part of the shingle placed downwards and directly to minimum 7/16"thick Figure 18 16"or 24^ Sheathing. Trim gap for 1_3. � O.C. 0_1 wet barresi ierstive Fastener Requirements caulk II III 0.091"x 0.221"HD x 1 1/2"or 0.121"x 0.371"HD x 1 1/4"long Nimini corrosion resistant siding nails are used for fixing HardieShingle siding to 1 , sheathing 7/16"thick APA rated sheathing. I HardieShingle•Individual Shingle Installation Due to overlapping of the joints,caulk is not required except where panels-1-- it about trim boards.Space shingles a maximum 1/4"apart and leave a 1I minimum lap of 1 1/2"between successive courses(fig.19). 15-1/4"1)Install 1 1/4"starter strip and a 81/4"wide HardiePlank® shingle1%buriHç siding starter course.2)Install first shingle from the end abutting trim.Install widest part of shingle placed downwards.(fig.18).3)Secure shingle,leaving a 1/8"gap for caulk at trim and continue the ,= " course along the wall. ° ° 4)Start the second course,leaving a minimum lap of 1 1/2"between postion nails on nail line a 8''." 1'W successive courses,again from the end abutting the trim.Repeat step 3. minimum 3/8"from edge HardiePlank• starter 5)Continue up the wall repeating steps 2 through 5 until desired height lap siding strip is reached. _ HARDIESHINGLE®INDIVIDUAL SHINGLE COVERAGE Figure 19 Individual Shingles for sidewall applications are available in assorted widths s— o__��, -�—b o— as listed below.Bundles needed for one square(100 sq.ft.)of product coverage: space Shingle Number Pieces —►4 smax 4 Width of Bundles per Bundle 15-1/4" o— _ / apart shingle 4-3/16" 3 15 7"max Leave a min.lap x 5-1/2" 6 15 exposure 't _ of 1-1/2"between \ joints in succesive 6-3/4" 3 15 course 7-1/4" 6 15 A Install with the widest part of 10" 3 15 the shingle placed downwards HARDIESHINGLE®HALF-ROUND PANELS INSTALLATION Fastener Requirements 0.083"x 0.187"HD x 1 1/2"long ringshank nails are used for fastening HardieShingle®Half-Round Panels to both framing and to 7/16" thick APA rated sheathing. Figure 20 HardieShingle Half-Round Panel Installation trim boardwater-resistive Install HardieShingle®panels with joints butted in moderate contact.Due to 16"o 24"—.. barrier overlapping of the joints,caulk is not required except where panels abutt 1/8 gap EU U U , trim boards.(fig.20).Ensure keyways do not line up on subsequent courses. catcUrik 1 1 sheathing 1) Install a 1-1/4"starter strip,then install a 8-1/4"wide HardiePlank®lap siding starter course. DO NOTHT NAIL AREA THROUGH I ' 2) Place first panel so that panel end centers over stud.Trim panel as 151/4" - needed.Butt the cut end into trim as shown(figs 20).When installing shingles o � , over a band board or any horizontal surface,leave 1/4"gap between el 1 bottom of siding and flashing. 3) Secure panel,leaving 1/8"gap for caulk at trim and continue the course alongthe wall. A il 11 AIR A A mwsi 4)Start the second course,by removing the equivalent of one full stud cavity ... r (16"or 24"OC),again abuttingthe cut end into the trim(fig20).This is to 4 ' k ¢ y - p t" prevent pattern repetition.Repeat step 3. acorrec t position nails rtrto framing trim first panel 1 1/4" 5)Start the third course,by removing the equivalent of two full stud cavities through previous courses. to nit furthest stud starter strip (figs 15&17)and repeat step 3. Only when application is to 6) Continue up the wall repeating steps 2 through 6 until desiredranum ,hick APA height is reached. ratted edsheatthinhin g,position nails 8-1/4"HardiePlank' spaced a maximum 133/4"o.c. lap siding HARDIESHINGLE HALF-ROUND PANEL COVERAGE Allow 3/8"from panel edges Panels for sidewall applications are available in 48"lengths. Pieces needed for one square(100 sq.ft.)of product coverage=43 pieces with 7"exposure. HS11121_P4/5 6/13 • 14-71,42. CORNER DETAILS Figure 21 A.Panels butted against corner boards. 111111 ,II, ,i ,: is ...''iB.Panelso butted ac rner square wbed '. ,.'I , �' ■"�strip on inside corner,flashing behind. C.Laced outside corner. �i jI r, .,..D.Laced inside corner. ' , �-n�-i 14 1 minimum(1")thick trim�' •I J• ,'I'/ ••,' WINDOWS AND DOORS A B C D Building wall components such as windows,doors and other exterior wall penetrations shall be installed in accordance with the component manufacturer's written installation instructions and local building codes. Where windows or doors are installed,continue the application of siding as if the wall is complete.Triming for the opening and using the resulting piece may throw off the spacing above the break. PNEUMATIC FASTENING GENERAL FASTENING REQUIREMENTS James Hardie products can be hand nailed or fastened with a pneumatic tool. Fasteners must be corrosion resistant,galvanized,or stainless steel. Pneumatic fastening is highly recommended. Set air pressure so that the Electro-galvanized are acceptable but may exhibit premature corrosion. fastener is driven snug with the surface of the siding.A flush mount James Hardie recommends the use of quality,hot-dipped galvanized nails. attachment on the pneumatic tool is recommended. This will help control the James Hardie is not responsible for the corrosion resistance of fasteners. depth the nail is driven.If setting the nail depth proves difficult,choose a Stainless steel fasteners are recommended when installing James Hardie® setting that under drives the nail. (Drive under driven nails snug with a products near the ocean,large bodies of water,or in very humid climates. smooth faced hammer-Does not apply for installation to steel framing). •Consult applicable code compliance report for correct fasteners type and CUT EDGE TREATMENT placement to achieve specified design wind loads. Caulk,paint or prime all field cut edges.James Hardie touch-up kits are •NOTE:Published wind loads may not be applicable to all areas where required to touch-up ColorPlus products. Local Building Codes have specific jurisdiction.Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. CAULKING •Drive fasteners perpendicular to siding and framing. For best results use an Elastomeric Joint Sealant complying with ASTM C920 •Fastener heads should fit snug against siding(no air space).(fig.A) Grade NS,Class 25 or higher or a Latex Joint Sealant complying with ASTM •Do not over-drive nail heads or drive nails at an angle. C834.Caulking/Sealant must be applied in accordance with the •If nail is countersunk,fill nail hole and add a nail.(fig.B) caulking/sealant manufacturer's written instructions.Note:OSI Quad as well •For wood framing,under driven nails should be hit flush to the plank with a as some other caulking manufactuers DO NOT allow tooling. hammer(For steel framing,remove and replace nail). •Do not use aluminum fasteners,staples,or clipped head nails. PRIMING &PAINTING DO NOT use stain,oil/alkyd base paint,or powder coating on James Hardie®Products. 464 , % ` g& James Hardie*products must be painted within 180 days for primed product and 90 ` countersunk, � days for unprimed.In addition non ColorPlusa'product versions of HardieShingle®Siding fill&add nail require a field applied prime coat.100%acrylic primers and topcoats are snug flush DO NOT DO NOT recommended.Do not paint when wet.For application rates refer to paint Figure A Figure B under drive nails staple manufacturers specifications.Back rolling is recommended when paint is spray applied. COLORPLUS°TECHNOLOGY CAULKING,TOUCH-UP&LAMINATE I •Care should be taken when handling and cutting James Hardie ColorPlus products.During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product,then rinse with a garden hose. •Touch up nicks,scrapes and nail heads using the ColorPlus®Technology touch up applicator.Touch-up should be used sparingly. If large areas require touch-up,replace the damaged area with new HardieShingle®siding with ColorPlus Technology. •Laminate sheet must be removed immediately after installation of each course. •Terminate non-factory cut edges into trim where possible,and caulk.Color matched caulks are available from your ColorPlus®product dealer. •Treat all other non-factory cut edges using the ColorPlus Technology edge coaters,available from your ColorPlus product dealer. Note:James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up,will not be covered under the James Hardie ColorPlus Limited Finish Warranty. PAINTING JAMES HARDIE®SIDING AND TRIM PRODUCTS WITH COLORPLUS°TECHNOLOGY When repainting ColorPlus products,James Hardie recommends the following regarding surface preparation and topcoat application: •Ensure the surface is clean,dry,and free of any dust,dirt,or mildew •Repriming is normally not necessary •100%acrylic topcoats are recommended •DO NOT use stain,oil/alkyd base paint,or powder coating on James Hardie®Products. •Apply finish coat in accordance with paint manufacturers written instructions regarding coverage,application methods,and application temperature •DO NOT caulk nail heads when using ColorPlus products,refer to the ColorPlus touch-up section RECOGNITION:In accordance with ICC-ES Evaluation Report ESR-2290,HardieShingle lap siding is recognized as a suitable altemate to that specified in:the 2006,2009,&2012 International Residential Code for One-and Two-Family Dwellings,and the 2006,2009,&2012 International Building Code..HardieShingle lap siding is also recognized for application in the following:City of Los Angeles Research Report No. 24862,State of Florida listing FL#889,Dade County,Florida NOA No.02-0729.02,U.S.Dept of HUD Materials Release 1263c,Texas Department of Insurance Product Evaluation EC-23,City of New York MEA 223-93-M,and California DSA PA-019.These documents should also be consulted for additional information concerning the suitability of this product for specific applications ©2013 James Hardie Building Products,Inc. All rights reserved. Please visit www.jameshardie.com for Additional TM,SM,and®denote trademarks or registered trademarks of Product Information and Availability, ® JamesHard ie James Hardie Technology Limited.Ei is a registered Installation Information,Wamings,and Warranties trademark of James Hardie Technology Limited. HS11121_P5/5 6/13 ..M•. .....4...,e .,.....nom.. . ,02' ... .. TZr"'..a.,'',.,""'..,,''."..'."....,,.""''''K.,>..""'"'"°"""'"""'''''" "" 1( 1 CS v t z.t i:•IL e P ...."" . „... ..• � , -e- ,.. � ..y,E > 101 ali c 101z 101 61 4 (,wLLOQ °6I - 1 ?"1 - — 8 q lj %,i7. —m: 0, r _ _...\, R A i r F Ft/ * ..(4 t 4 Niss MA `W 1 I cPCI w il `la l y i 4 _ H CI ,glia a 'rm.i+_ 91 a H 11;1 ;IIgi 31 I`\\ 9 {.811 \,3i K dw a r (o so• I. F 4 \ _ .carat.eo.ow 0 bb TO.a Inca.mt. P '4'' MOOR.so 3 4116. 0 . 111 r (AVM JO 1/01/1 iOOi OOs) J.332IJ S 3NIIKISVf . t tiiii.U4 ar • k rt ) --0 1 MARTIN E EEuxc,LLC. SITE PLAN ONS mon./ 6 X80 STATE ROAD 13 It,8106387 °O�°" �n Q JACKSONVILLE,FL 32239 BUILDING UNLIMITED �, FEW3m=7 1202 JASMINE STREET 1 ATLANTIC BEACH,FL M A P SHOWING SURVEY O F LOT 3, BLOCK 204, ATLANTIC BEACH SECTION H, ACCORDING TO THE PLAT THEREOF RECORDED IN PIAT BOOK 18 PAGE 34, OF THE CURRENT PUBUC RECORDS OF DUVAL COUNTY, FLORIDA. ... FOR: KEVIN MARTIN WEST 14th STREET (50.0 FOOT RICHT OF WAY) 01.00 —0— --T ...1( T ;�,... r LOT 2 0 ''4_x O 1+ -1 N e.u 0I-STOW TRWE No.1212 .17' PGsgl m.1/1. W 1qO rER (5.64) 102.0(Fuaa0.ss)p]q (e.]+) _ e �+ SNOW L FM 1MO/7 IKE IS(5.51)(05 LJ1•.)N( e]] !J) `/ .:e IOP s10IA'1 Ch le4tl�.. 4( t eo] I(e.20) y o !ElCI pc ~3 ~ I (ZONE NHADED) ZONE'AE'(ECFV 5') O.. ,a BENp1AWiK g ip >E,0491.it UW&W)K Is].) �1r 5 Nu at es. s> p.]A (5.101prl {0.001 rl � O OIL 1/eOn Ma IIS). \ 102.0'(PLAT) 1O.IA' 4 e• 107.23'(NEW) 4A2 8 r1 2.55 5( O 4.4 CI ; I p —I i LOT 4 sN) ( (DW (4.01) +f r t'' IS.441 I: I 5.701 BENCHMARK SET NOEL•MNYY I 60 LEGEND• ❑ CONCRETE MONUMENT o won PPE OR Roo ECK LAND SURVEYORS, INC. O/E OVERHEAD ELECIRIC levo E11ERSON STREET smam re.z Irl 0/T OVERHEAD TELEPHONE JACK901M11E FLORKIA 37207 K CROSS—CUT IN CONCRETE (eD4)Se mot. . .00 LB am x—K FENCE GENERAL NOTES; L 7992 As Wet determined from On 1.)TThisop is o:Boundary and , Y `�\h inspection of Flood Insurance Rate Topographical Survey. lio,ro c.Er.ME h. .LS. r. ] Map: 120075 0408 H 2. No abstract of Title furnished. LOUIS V.01Somini' v.1.S. N0.00es doled 5/3//13,the lolls/hones 3. Not abstracted for easements. Prorw01 0 Surveyor.end leper. surveyed Os in Zones'k (shaded) 4. Basle of Bearings:N/A State of Oona. and AE (Elw 51. Not rad onto=S.Tvry.r's Official Seal Is rnsoama Immo. SCALE; 1'.20' DATE. 3/27/18 FlELD BOON 730 PACE t17 DRAFTSMAN J A B ORDER / 18-127 — B ` 1 ' , CITY OF ATLANTIC BEACH � . =� ,-J " 4 , 0800 SEMINOLE ROAD \J = ATLANTIC BEACH, FL 32233 (904) 247-5800 0;119' BUILDING REVIEW COMMENTS OFFILL COPY Date: 6/28/2018 Permit#: RES18-0218 Site Address: 1202 JASMINE ST Review Status: denied. RE#: 171020 0030 Applicant: BUILDING UNLIMITED ROOFING & SOLAR Property Owner: PILLAR LLC Email: kmartin@solarinroof.com Email: radcliffe@bellsouth.net Phone: 9542358307 Phone: 904.614.0673 9542358307 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: 1. copies of certified survey are needed! 2.(2 Copies of a construction site management plan are needed to show: parking, portalet location, material laydown area, dumpster location, silt fence location, temporary pole location. The elevation drawings of the new home show that panel sheeting with vertical batting to be used. The information submitted on the product approval information sheets shows a hardi-lap siding product. r4-V Verify that this is the correct product to be used on the house, if not correct and resubmit the appropriate y\.Qr` " FL# and installation instructions. 4. A signature and date is required on the site plan next to the F.F.E. Information was sent to Kevin Martin Jr. today concerning the calculation procedure as well as FFE minimums for property in the AE Flood Zone. When you come in to sign and date the Site Plans, you may write in the corrected FFE. -{- ` . l �2 1-1 p Building // �� Mike Jones t L I �j 16- 2 IL 5 j A/3'K-e". Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5844 Email:mjones@coab.us Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by OFFICE COPY City of Jacksonville- Planning and Development r BuildingInspection Division Permit Number: SES /( - aai r -'4'.4'4""P' PRODUCT APPROVAL INFORMATION SHEET (PAIS) (revised July 30,2015) Project Name: 1 p 202 i /ti's/ Project address: _ 17,a2._ i,45 rw—r S 9Z 2 3 3 Contractor: � � `fY11it NC3O ) c l / Ior As required by Florida Statute 553.842 and Florida Administrative Code 9B-72,please provide the information and product approval number(s)for the building components listed below as applicable to the building construction project for the permit number listed above.You should contact your product supplier if you do not know the product approval number for any of the applicable listed products, Information regarding statewide product approval may be obtained at:www.florldabulldirig.orl;. Category/Subcategory Manufacturer Product Description Code Version FL#(Include suffix) Expiration EXAMPLE ACME 36"Exterior Widget 2014 12345.01 12/31/2017 A.Exterior Doors 1.Swinging 7.-Sf4 NEW 6,'' L ' 5.:.1cte:A-;o -- QFt t �. N'i 0. (-a q(3D(2oi11 2.Sliding '1 � � v" DpibLc l'a'a- ft IZ5 . I lope/zo 3.Sectional n +� 4.Roll-up 0 1 %l j1 ci ht. 14 7 b;y Arc—) FL /4170.5 1213 , 17,0u, 5.Automatic 6.Other B.Windows 1.Single Hung S `' y r3 L.1 t)03 F1- 14q11 . 17 0.63120 I T ' Opt. J; ,, _ 2. Horizontal Slider 3.Casement 4. Double Hung 5.Fixed 6.Awning 7.Pass-through • 8.Projected 9.Mullion 10.Wind Breaker 11.Dual Action 12.Other C.Panel Wall _ 7� e P t l � ( 3Z23- ►2131 jZOZI� 1.Siding �"Y,5 4.5 -c ` L cp S cr,,�- O( 5h4 'F L- i311/ , 12 J I Z�3,129::�� 2.Soffits ;-��°j i(k'. �r �'- 1 Sj-c;1 f• L. 15 Z Z I 1 2131 2.4 C11 1 3. EIFS 4.Storefront 5.Curtain Walk 6.Wall Louvers 7.Glass Block 8. Membrane 9.Greenhouse 10.Synthetic Stucco 11.Other D.Roofing Products /' { 1.Asphalt Shingles l`-)�I :�5 jj 14' SI') 101 Z-1 . 12Z0 I f3 2 QJ7(-4 2. Underlayments {� c -Cfi)4.c6 226 Z6 50-{-c-,it 1506-7, R kI 'l 1Z 1 ZOZ= 3. Roofing Fasteners 4. Non-structural Roof Metal 5. Built-up Roofing 6. Modified Bitumen 7.Single-ply Roofing 8. Roofing Tiles 9. Roofing Insulation 10.Water-proofing 11.Wood Shingles/Shakes 12. Roofing Slate 13. Liquid-applied Roofing 14.Cement-adhesive coats 15. Roof Tile Adhesive 16.Spray-applied Polyurethane Roofing 17.Other E.Shutters 1.Accordion • 2. Bahama 3.Storm Panels 4.Colonial 5.Roll-up 6.Equipment 7.Other F.Structural Components 1.Wood Connector/Anchor imuL r 011 V1't 0'.i 11 O 2.Truss plates 3.Engineered Lumber 4.Railing 5.Coolers/Freezers 6.Concrete Admixtures 7.Material 8.Insulation Forms 9.Plastics 10.Deck-roof 11.Wall 12.Sheds 13.Other G.Skylights 1.Skylight 2. Other H.New Exterior Envelope Products 1. 2. In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, it is the Contractor's or Authorized Agent's responsibility to have a legible copy of each manufacturer's printed instructions, along with the list above, on the job site available to the inspector. 9"95b0T li—sde.i4s ls!Ml 9IS1H wosdw!S 67580I 13—sdeJls tZdlSW uosdw!S 9'96t'TT li—uMoPIoH%11H uosdw!S Z'SL6£I 11—009STDMaS MMaflS ssnal uodsw!S 1SI11VAO8ddtV. DflaObd NOSdWIS 1i,u'f, City of Atlantic Beach APPLICATION NUMBER J Building Department (To be assigned by the Building Department.) r "°' � � 800 Seminole Road k ES I 2 �... �r Atlantic Beach, Florida 32233-5445 �"* [� `� y Phone(904)247-5826 • Fax(904)247-5849"'' ■ ., - pE-mail: buildin de t coab.us Date routed: Pi 1 n J,3 �' 9 P@ / City web-site: http://www.coab.us JUN 1 9 2018 1 APPLICATION REVIEW-MD_ ACKING FORM Property Address: 1202' jQ.sriAi. A e., Department review required Yes No ( B ildin� 1 l 1 in &Zo Applicant: "$�.1• �,(�t n V r\,It MA-cc' TPP inistrator Sr1ePubli�WppProject: ( � �eS - ublic Utilitie 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: Plans 4 W (a{/ '�D LQSQiIf't�atz, BUILDING J PLANNING &ZONING Reviewed by: — Date: 6-1,210 TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ['Denied. [Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 js it , Comp. By: S/W Date: 6/25/2018 J-1 r Public Works Department City of Atlantic Beach Permit No: RES 18-0218 Address: 1202 Jasmine 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) = 5,100 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft2) "C" Wtd"C" Impervious 1,372 5,100 1.00 0.27 Pervious 3,728 5,100 0.20 0.15 Runoff Coefficient(C)= 0.42 Runoff Volume V= 0.42 x 5,100 x 9.3 / 12 V= 1,641 ft3 Postdevelopment Runoff Volume: Lot Area (A) = 5,100 ft2 Runoff Coefficient Area Lot Area Description (ft2) (ft2) "C" Wtd"C" Impervious 2,388 5,100 1.00 0.47 %ISA= 46.8% Pervious 2,712 5,100 0.20 0.11 Runoff Coefficient(C)= 0.57 Runoff Volume V= 0.57 x 5,100 x 9.3 / 12 V= 2,271 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume DV= 2,271 - 1,641 DV= 630 ft3 Retention MASTER WATER RETENTION 6/25/2018 , 0:An:17„ �s lk,0 Comp. By: S/W Date: 6/25/2018 0-liwz Public Works Department City of Atlantic Beach Permit No: RES 18-0218 Address: 1202 Jasmine Provided Storage: Elevation Area Storage (ft) (ft) (ft3) 5.0 588 0 BOTTOM size 42 X 14 6.0 828 708 TOB size 46 X 18 Elevation Area Storage (ft) (ft) (ft3) 0.0 0 0 BOTTOM 0.0 0 0 TOB Elevation Area Storage (ft) (ft) (ft3) 0.0 0 0 BOTTOM 0.0 0 0 TOB Inground storage=A*d*pf A=Area= 828.0 d=depth to ESHWT= 2.0 pf=pore factor= 0.3 Inground Storage= 496.8 ft3 Required Treatment Volume= 630 ft3 Supplied Treatment Volume= 1,205 ft3 Retention MASTER WATER RETENTION 6/25/2018 Building Permit Application Updated 12/8/17 . .i City of Atlantic Beach 800 Seminole Road,Atlantic Beach,FL 32233 Z Phone:(904)247-5826 Fax:(904)247-5845 3 -->: 3 'ZO l.� 451'.. 4I�i'.i L.� 4)IUI -V. rler L - Job Address: 8--,s' Sf� 'L ( p'''ff ) cam-V.1 Permit Number: Legal Description �C- I7-2S-22 E Atl .C„ I[,11 Sr, /4 Loi 3 8114- 20`1 RE# I-7 )020 - 0030 Valuation of Work(Replacement Cost)$ /2-'- ii W23 — Heated/Cooled SF /Li 7 2 Non-Heated/Cooled 4' • Class of Work(Circle one):(INADAddition 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 ofwork to be performed: / `- _ Z 1 `-/C %' -- ---j 5 r-r`, )C----ti 2,- d >i` fit_ c__„ Florida Product Approval# 5>E ,i-zve vim-, for multiple products use product approval form Property Owner Information Name: �o,`i 1,C12- Lo i r^c)3t #I ZQQ02 Address: P 0 ' k)X 5(02:7 2, City 3:3t\L J )lt. State F L Zip 32 Z'I l Phone g0L'1- 6/H - 0613 E-Mail 1-0\6 c..l°Ak F. Q i-,e,ll x,th .rl,jt Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company: ( U }C P Y �u' �„ nl'm `s# � S'� qualifying Agent: i JeV),n l.tQ it Address l— (01.0- J' 1314-c1 $ l$I City Jcti-itv.)nu )i State L Zip 322 Office Phone 1Y-1-Z35- 530-7 Job Site/Co act Number 15,1- 2'35- 8 3 o7 State Certification/Registration# LL£ 0 510[ E-Mail .1`. ..bUr5 :,)a,I • or, Architect Name&Phone# Engineer's Name& Phone# l'x lin t'‘014- , Jr. 100 _ I-11 Z I t/59 Workers Compensation L'i j G/-. G l-- /tel Exempt/Insurer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies,or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTOR BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. . Signature of Owner or Agent) Si nature of Contractor) ( g to ) (including contractor) Si ned and sworn to(or affirmed)before me� this j i day of Signed and sworn to(or affirmed)before me this ig day of �t J Zi0/es,by g P" GLt/ 'f--71,- Aze 1 o NT' , 20 i> ,by l -tJ)�,. li`-L 627'6-\--‘ 1-. 4/11,,esk 1 2 I/Z0416114 . %1LTV2,Gi--(----- 11,ILZg-Cik_ ..1 t't, atuOtxh8FA1404 h9i (Signature of Notary) �` NOTARY014 Christi A.Kuschol [ Personally] Known OR PUBLIC -'ii /, +-.STATE OF FLORIDA [ ]Personally Known OR NOTARY PUBLIC [ I Produced Identification .!,'.s.ee: - -. Conr►W FF2gQg� [ l Produced Identification _�� _STATE OF FLORIDA Type of Identification: .,„,t, FY-Piro*6/26/201e Type of Identification: .1116, 1.1,e; Comm#FF242986 9 • Expires 6/26/2019 ` ` `s CITY OF ATLANTIC BEACH PUBLIC UTILITIES \.\, ____ t.)v ..7- 1200 Sandpiper Lane ATLANTIC BEACH, FL 32233 J1119 (904)270-2535 or(904)247-5874 NEW WATER/SEWER TAP REQUEST Date: 9- 9?-16, Project Address: /20 2 L /A/6 �f No. of Units: Commercial Residential Multi-Family New Water Tap(s)&Meter(s) 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# 6CwE72 O3 ly Water System Development Charge $ � (�S, Sewer System Development Charge $ T, V. ODW F 11 -'i LX- �� Water Meter Only $ / 8.5:00 Reclaim Meter Only $ WELL- - Water Meter Tap $ Rumbei'L ) .7ISewer Tap $ ✓� Cross Connection $ 50 DO vp 11/k--_-7C—(Z_ Other $ ` -ErcTOTAL $ 2 8� � . APPROVED: Kayle Moore,PE (Deputy PW Director or Authorized Signatur ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED 4. ,(j rk: - J1` , CITY OF ATLANTIC BEACH A, -° PUBLIC UTILITIES \--',IF-N.,_ 11 1200 Sandpiper Lane ATLANTIC BEACH,FL 32233 (904)270-2535 or(904)247-5874 NEW WATER/SEWER TAP REQUEST Date: 9- 9- go Project Address: /2-0 2 j4 /17//`/E 51- No. of Units: Commercial Residential Multi-Family New Water Tap(s)&Meter(s) 3/c/ " 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# St.LJO 1 (,(14TtT Water System Development Charge $ / (i/O, o) Sewer System Development Charge $ Li O,Sb. (30O t,,S i E T_ t O n 5 - Water Meter Only $ I F ,T�E DEci DE Reclaim Meter Only $ y Water Meter Tap $ 8C:(3 00 - c �L-T- Tc ci Sewer Tap $ Cross Connection $ c5DI Qd (A Other $ TOTAL $0,000 . oO APPROVED: Kavle Moore, PE (Deputy PW Director or Authorized Signature ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED , 01-4,�r City of Atlantic Beach APPLICATION NUMBER Js' Building Department (To be assigned by the Building Department.) r 'ts, (��s !S -0218' v 800 Seminole Road �.®, . Atlantic Beach, Florida 32233-5445 d Phone(904)247-5826 • Fax(904)247-5 5 JUN ' Date routed: ` "��;3>>? E-mail: building-dept@coab.us2018 /13 City web-site: http:/l .coab.us IV APPLICATION REVIEW AND TRACKING FORM Property Address: 12()2' c-Si A( A eJ Department review required Yes No �uildin Applicant: 1-e `Ai 0 n,�l (V�,�-'CCi in &Zo • 1T ep Ad inistrator Project: SIR01e. ` 1� S . ublic Wor (—Public Utilitie Public Safety Fire Services Review fee $ Dept Signature / _k.../\ 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: APTCATION STATUS Reviewing Department First Review: FlApproved. ['Denied. ['Not applicable (Circle one.) Comments: plus, in 1Uv.51.4v .04,6cht„ BUILDING / PLANNING &ZONINGReviewed by: - �L� Date: ) ( .f' TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable PUB (W�OR�K�S�f,�CCoomments: BLIC lifTn fES PULISAFETY Reviewed by: Date: FIRE SERVICES Third Review: I 'Approved as revised. ['Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 Uf W W z C� z W W I- 3 z O Ln z W 0 H_ U Lu O U W w Z O CIOO z W J Z O Z O V) Z WC G Z W W N 0 Z Q Uf 0 W Q V) 0 z O 0 d Z w W z 0 z W z Q C� L O W I - Z W Z O U z W I- O CLI - ZD O H ry3 cQ L O O L O Z Q Z H Q W O W 0 Z 0 W U 0 O r, CLW 0 ZD W GO H_ O J CLQ Cw w I- U `" z m O O U Z Q c� z w O 0 0 0 U Q 0 x Q Q N :2z z O w LQ Z W x:�E 3 0 z C Qcl:� x W o > 0 U Z J Q J Y w z F Lu U Lu W J _Z J (5 _ z w z O I- a� U Q Q z o O cv U GENERAL NOTES 1. IT IS THE INTENT THAT THIS WORK BE IN CONFORMANCE WITH THE FLORIDA UILDING CODE 2017, 6TH ED. RESIDENTIAL AND ALL AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY. CONTRACTOR SHALL DO THEIR WORK IN CONFORMANCE WITH ALL APPLICABLE CODES AND REGULATIONS. 2. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE J BSITE PRIOR TO COMMENCING WORK. CONTRACTOR SHALL REPORT ALL DISCREPANCIES THE DRAWINGS AND �XISTING CONDITION TO THE ENGINEER PRIOR TO COMMENCING WORK. 3. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER. 4, ALL ()I -TAILS AND SECTIONS SHOWN ON THESE DRAWINGS ARE INTENDED TOE TYPICAL AND SHALL BE CONSTRUED RUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK, EXCEPT WHERE A DIFFERENT DEfAII IS SHOWN. 5. CONTRACTOR WILL INCORPORATE ALL NECESSARY LOCAL/STATE/FEDERAL BUIL ING, FIRE, AND HANDICAP CODES INTO THE DESIGN AND BASE PROPOSAL FOR A COMPLETE TURN -KEY PROJECT. 6. PROJECT SHALL BE TURNED OVER TO OWNER IN A CLEAN CONDITION WITHAL TRASH AND DEBRIS REMOVED FROM SITE. ALL WINDOWS AND CLASS CLEAN, ALL FLOORS CLEAN, ALL HORIZ NTAL SURFACES DUSTED AND CLEANED, AND ALL PLUMBING AND TOILET FIXTURES CLEAN AND IN GOOD WORKING ORDER. CONTRACTOR SHALL HAUL ALL RUBBISH FROM SITE ON A REGULAR BASIS. DO NOT ALLOW TO ACCUMULATE. 15. CONTRACTOR TO OBTAIN ALL PERMITS, PAY ALL FEES AND TAXES. CONTRACTOR SHALL GUARANTEE ALL MATERIALS & WORKMANSHIP FREE FROM DEFECTS. FOR A PERIOD OF NOT LES THAN ONE (1) YEAR FROM THE DATE OF ACCEPTANCE. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE ION AND SHALL INCLUDE INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER IIHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY. 16. DIMENSIONS INDICATED ON THE DRAWINGS IN REFERENCE TO EXISTING CONDITIONS ARE THE 3EST AVAILABLE DATE OBTAINABLE, BUT ARE NOT GUARANTEED. BEFORE PROCEEDING WITH AN WORK DEPENDENT ON THE DATA INVOLVED, THE CONTRACTOR SHALL FIELD CHECK AND VERIFY ALL DIME SIONS, GRADES, LINES, LEVELS, OR OTHER CONDITIONS OF LIMITATIONS AT THE SITE TO AVOID CONSTRUCTION ERRORS. IF ANY WORK IS PERFORMED BY THE CONTRACTOR OR ANY OF HIS SUBCONTRACTORS PRIOR TD ADEQUATE VERIFICATION OF APPLICABLE DATA, AT RESULTANT EXTRA COST FOR ADJUSTMENT OR WORK AS REQUIRED TO CONFORM TO EXISTING LIMITATIONS, SHALL BE ASSUMED BY THE CONTRACTOR WITHOUT REIMBURSEMENT OR COMPENSATION BY THE OWNER. 17. A DESIGNATED LOCATION FOR STORAGE OF CONSTRUCTION MATERIAL AND EQU�PMENT SHALL BE DETERMINED BY THE OWNER AND IDENTIFIED AT THE PRE -CONSTRUCTION MEETING. 18. CONTRACTOR PERSONNEL ARE CONFINED TO AREAS OF BUILDING NECESSARY �OR COMPLETION OF WORK. FREE ACCESS TO ALL PARTS OF THE BUILDING IS NOT ALLOWED. 19. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING DELIVERY, RECEIVING, UNLOADING, UNCRATING, SORTING, SETTING IN PLACE, AND PROTECTING FROM DAMAGE ALL NEW EQUIPMENT FUR (SHED BY THE CONTRACTOR. THIS SHALL ALSO APPLY TO ITEMS FURNISHED BY THE OWNER TO THE CONTRACTOR. 20. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMID LANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE P EVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS ESTABL SHED BY FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 21. TERMITE PROTECTION TO BE DONE AFTER ALL EXCAVATION, BACKFILLING AND COMPACTION IS COMPLETE. ANY DISTURBED SOIL TREATMENT MUST BE RETREATED. 22. TREATMENT SHALL BE PROTECTED FROM RAINFALL BY 6 MIL VAPOR BARRIER. �IF RAINFALL OCCURS BEFORE BARRIER PLACEMENT, SOIL MUST BE RETREATED. 23. PROTECTIVE SLEEVES AROUND METALLIC PIPING PENETRATING CONCRETE SLAB ON -GRADE FLOORS SHALL BE NON -CELLULOSE CONTAINING MATERIALS AND RECEIVE AN APPLICATION OF TE MITICIDE IN ANNULAR SPACE BETWEEN SLEEVE AND PIPE. STRUCT ori PLANS SINGLE FAMILY HOME 1202 JASMINE STREET ATLANTIC BEACH, FL 32233 ELECTRICAL NOTES 1. ALL ELECTRICAL WIRING TO BE IN ACCO DANCE WITH 2017 FLORIDA BUILDING CODE, 6TH EDITION, RESIDENTIAL AND 2011 NATIONAL ELECTRIC CODE (N1=C). 2. ALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS SHALL BE IN ACCORDANCE WITH THE 2017 FBC R314 & R315. 3. ELECTRICAL CONTRACTOR SHALL PROVIDE ARC -FAULT CIRCUIT INTERRUPTERS IN LIVING, DINING, HALLWAYS, AND BEDROOMS PER 2017 FBC R3902.16 4. ALL OUTDOOR RECEPTACLES SHALL BE �)ROTECTED FROM MOISTURE PER 2017 FBC R3905.11 5. ALL PERMANENTLY INSTALLED LIGHTING IXTURES SHALL COMPLY WITH THE MINIMUM REQUIREMENTS PER FBC-ENERGY CONSERVATION R404. 6. STAIRWAY ILLUMINATION FOR BOTH INTERIOR AND EXTERIOR STAIRWAYS SHALL BE IN ACCORDANCE WITH THE 2017 FBC R303.7 & R303.8 MECHANICAL NOTES 1. ALL DUCT SIZING SHALL BE IN ACCORDANCE W/ ACCA MANUAL I'D". PROVIDE DUCT TESING IN ACCORDANCE W/ ASHRAE STANDARD 152. 2. DUCT LAYOUT AND ALL OTHER MECHANICAL COMPONENTS ARE SHOWN ON THE APPROVED DUCT LAYOUT PLAN INCLUDED IN THE ENERGY CALCULATION PACKAGE PERFORMED BY OTHERS. 3. ALL DUCTS & AIR HANDLERS NOT LOCATED IN CONDITIONED SPACE SHALL BE TESTED TO BE "SUBSTANTIALLY" LEAK FREE. 4. DUCTS IN GARAGE AND DUCTS PENETRA ING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE INSTALLED ACCORDIN TO FBC R302.5.2 5. VENTILATION REQUIREMENTS SHALL BE I ACCORDANCE WITH THE 2017 FBC R303. 6. ALL INSULATION SPECIFICATIONS ARE INCLUDED IN THE ENERGY CALCULATION PACKAGE PERFORMED BY OTHERS. IF ANY INSTALLED INSULATION MATERIALS DO NOT MATCH THE ENERGY FORMS, NEW CALCULATIONS SHALL BE PERFORMED OR THE ORIGIN APPROVED INSULATIONS SHALL BE INSTALLED. PLUMBING OTES 1. ALL WORK SHALL BE PERFORMED BY A I LICENSED PLUMBING CONTRACTOR IN A FIRST-CLASS WORKMANLIKE MANNER. THE COMPLETE :SYSTEM SHALL BE FULLY OPERATIVE. 2. ALL EXCAVATION & BACK FILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE A PART OF THIS CONTRACT. 3. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO A VOID INTERFERENCE WITH THE PROCESS OF CONSTRUCTION. 4. VERIFY LOCATION, SIZE, TRAPS, INVERTS I OF ALL EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. ADVISE ENGINEER OF AN Y DISCREPANCIES. ANY COST RES UL TING FROM DISCREPANCIES NOT REPORTED AT THIS TIME SHALL BE PAID BY THE CONTRACTOR. 5. WATER PIPING TO BE CROSS-LINKED P LYETHYLENE PIPE (PEX), PVC, OR TYPE "M" OR TYPE "L" COPPER ABOVE OR BELOW GRADE. LL PIPING SHALL BE IN ACCORDANCE WITH SECTION P2906.4 OF THE 2017 FLORIDA BUILDIN CODE, RESIDENTIAL. 6. SOIL, WASTE & VENT PIPING TO BE PVC. #40 DVW. 7. ALL FIXTURES MUST BE PROVIDED WITH (READILY ACCESSIBLE STOPS 8. WHERE DISSIMILAR METALS ARE TO BE JOINED, APPROVED INSULATING UNIONS SHALL BE USED. 9. INSULATE HOT WATER LINES WITH 1" THICK SNAP ON INSULATION FIRST 8 FEET FROM WATER HEATER. 10. CONDENSATE LINES TO BE COPPER/PVCIDEPENDING ON PROJECT REQUIREMENTS. 11. INSULATE WITH 1/2n THICK ARMAFLEX INSULATION. BUILDING STRUCTURE INFORMATION CONDITIONED SPACE: ........................ 1,470 S.F. UNCONDITIONED SPACE: .................... 562 S.F. TOTAL.................................................2,032 S.F. TYPE OF CONSTRUCTION ................... 5B OCCUPANCY: ..................................... R-3 FIRE SPRINKLERS: ............................. NO MAX HEIGHT OF STRUCTURE.............17' SHEET N 0. TI TLE SITE -1 JACKSONVILLE A-1 ELEVATIONS INTERNATIONAL AIRPORT �O FLOOR PLAN A-3 102 DU, sip, °N ='` ROOF/ELECT. PLAN -4 TERRELL RD 4 4 2 �Oq 95 POjNT FOUND./FRAMING PLAN RD ROA: NEW . 1' N CEO RD CI ROOF TRUSS PLAN- C� OMp,S 295 P O STRUCTURAL DETAILS C-1 �P JP DRAINAGE PLAN ROAD O �' -� STppRT pOL DUNN AVE. y� ° :.�.,% P °y AYE 1f �, 2 A 9gpy AVE 1M RD W� B S HDR 3 r" Caw 5T Rp 1 m TRO BLVRD VER 115 DR 105 P° �O�S GARDEN HEG,,SCHER po N 2 ° PO cisco 115A � RihamlO �OhnS D 31-1 I EDENFIE A n J PRITCHARD FORT 6109 Z W Field use 1! Field < m 2 CAROLINE RD 20 1 T pi` L to z 'v Z IRVIN (U S. Navy)295 K� 1 w 111 1 , �N p = CQMMpry v ¢ o H Q Z NQ ¢ � ) N w O < 5 < 5G n m' PL R _ wo gEAV ' ' ARLINGTON 90 EXPRESSWAY �2 11 R m �., jAi port Aj BEAVER ST G 0 INA '' < r 90 `' Sq ATLANTIG� 70 +.0 `i 10 1 BLVD q -- mN BLVD CRYSTAL SPRINGS 4' rr tUNi ~ T RD , X 7L o9 30 rp SITE O Z,fr < N 90 Jr. College AZ F-tham o<n (SSouth Campus) < < < O ll` 105 V BEACH 90 BLVD NOy NORMP AVE tY1 1 �N o ?p "Sc HeAong O J A.rport p fir° SQ O > LSON 2 in �� 00 v�1 F 0 0 University of N." o rth FbriCa ] %GNIVER IN T O m v BUTLER EXPRESSWAY TTIMUOU v ="J NE A I 103,d ST m r � NAB G 295 C r, w1115th A 8 95 ST _ 0J O Cecil Fleb Jacksonville (D % BA EADO Jacksonville Nava!,Air O ° Q' Naval � BL D Staon z 21 Air Station SUNBEAM ur N 115 �� R 1 o`O SCALE OF MILES DUVAL CO R CLAY C O 7 y� 1' Orange Park _7� 295 0 TO m GREEK D ST AUGUSTINE KINGSLEYA t� . SCS Rp UCNITY MAP SHEET N 0. TI TLE SITE -1 SITE PLAN A-1 ELEVATIONS A-2 FLOOR PLAN A-3 ROOF/ELECT. PLAN -4 FLASHING PLAN STRUCTURAL NOTES S-2 FOUND./FRAMING PLAN S-3 ROOF TRUSS PLAN- S -4 STRUCTURAL DETAILS C-1 DRAINAGE PLAN REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED BY: DATE: �-6 `l OFFICE COPY z 0 V) O J z O z O z W 0 z J C� J V) 0 z_ Q 0 w J Q U V) O 0 J 'J^ V z clfw w z z w z Q O J z w V) z O W O clf CL O Q c �'w Om Do �Q OZJ z� Qo zz �O �o o< OV) O0 = z �w z� LLJ _j 00 UQ o� o� LLJ w> �o 0Q o�'z J V) w Lu U m J F— J OQ z= J V) QO V)U LLj F_ �Q u z0 OU U w z < () 12Q V X 00 o� zCL QQ J QW _� 00-1w wo Q� :2iz z0 w F_w �Q � ZZ ° �Z w Q� �o 0 ULu J LLJ J W z �0 zz �w LL, w Lu = z_� U= z� w� Z U, �z �O QN �z �w CD 00 w Q p z Q p w o WU U C� p m 0 WEST 14th STREET U (50.0 FOOT RIGHT OF WAY) 51.56' z Q� W J W $ LIJ� W H L 0 T 2 F 00 ~ U 0 I+ y Q J Q j Z W W W z 00 N w (D 2 v WOOD POWER (FIELD) 102.12' FIELD FD. 1/2" IRON O; OLE C) < z Cp o (W/CAP) 0 Q PLAT o — N �, 1 O 2.O ( ) NEW 6 FENCE O � O J X19, NEW 6' FENCE SANITARY � � N FD. 1/2" REBAR MANHOLE 5,3 5.1 GUY s Q (NO 1. D.) — 5 B.R.L. — — 21.0 WIRE 21.1 60.0 ,L DRIVEWAY Li 0 o CP w 1202 JASMINE STREET cn 00 0 ofCD 34.7 FFE = 8.5' . �,,j � O` —{ O Ln ZON E "X" O �' O N -Ti � z (SHADED) ZONE "AE" (E�EV 5')7� � �, BENCHMARK � N CD r- > J J o SET NAIL & DISK Z M O� o� D D N A VD (88) Lj v-- d' O LV M -- o oN Lu 25.3 Frl � CD ,-- -J 21.0 21.0 --- rrl 0 \ 10' B.R.L. — — — — z V Q > . 10.1 10.3 O Z Q Z O V 0.6' 0 Lu w � °` u- NEW 6' FENC „ OQ Q U / FD. 1 /2 IRON , O 102.0 (PLAT) FD. 1 /2 REBAR O NEW 6 FENCE Ql rl Q (NO I.D.) O (W/CAP) r��,, c0 102.23' (FIELD) _ O ;; F_ Ln ■■ o d' ■■■■ c� ■■■■ 0 U, L 0 T 4 AREA TABULATIONS > U! LOT AREA: 5,115 SF z BUILDING: 2,032 SF > D PROJECT #: BURS -30 r� DRIVEWAYS/WALKWAYS: 370 SF TOTAL IMP: 2,402 SF o DESIGNED: KCM Z NOTE: D � DRAWN: KCM ROOF OVERHANGS PROJECTIONS TO BE LESS THAN 20" INTO FRONT, REAR, & SIDE YARD SETBACKS. SCALE: AS NOTED ISSUED: 6/12/18 IP. COPY REVISION -1: 7/17/18 REVISION -2: UNI1`(DEVELOPM�N1 COMM V ED APpR® BENCHMARK SET NAIL & DISK ELEV(5.37) NAVD (88) SITE PLAN SCALE: V= 10' SHEET SITE -1 U w ry ry 0 U w w Z 0 CIO_ 0 L.L. J Z 0 V) Z _O cn Z w 0 z w c� w V) V) 0 _Z 3 Q 0 Lu J Q 0 0 U J J z ry w w z z w z F - Q 0 LL. z Lu V) z 0 z w ry ry 0 IL O 3 Q �w oV) 00 afQ O Vn LL - o z� Qo z �0 �0 o < o V, J Z 00 =z w zi�i 00 w J UJ ::DQ LL- CZo O0� 0-LLJ> w w Z OQ LuszU V) I] w U m � J OQ Z� J J � QO =H- V)U Ln Q r� r)� w Z UO zU O U iii z~ 0 V-) X LU 00 n Z� QQ �o Q w ry Q:fw wp QN :EZ z0 w w _af afQ 3V) VZ 00 zV) 3w Q:E Lk�o 0 U ,Lu J w J Z ZC� _z ry w LU w Lu = Z� CD = Z~ Lu 3 Z cn i Z �0 Q N �Z LU O 0 WEST 14th S (50.0 FOOT RIGHT OF WAY) N O U1 SITE PLAN SCALE: F'= 10' BENCHMARK SET NAIL & DISK ELEV(5.37) NAVD (88) I SANITARY MANHOLE BENCHMARK O SET NAIL & DISK T' ELEV(6.07) D NAVD (88) m Z J7 0 0 0 0 —I I OFFICE COPY V) z 0 V) W LLL a n 6 z U co M J 146 ON V oN Z 4t 04 Ln 04 LL Z u. d- 0 I� 0.4 til I M Z o� LNN V Q > d- a Z Oz 0v ua w O 0., U. 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W_ L �__ REAR ELEVATION PLATE HT. 6" X 6" COLUMN 1X TRIM F 0 I BATTEN F.C. SIDING C' F. F. E. 1/4" ;A. PLATE HT -- 1X TRIM L F.C. SHEETS w/ BATTENS f- FINISH GRADE 6 z �W� W Z U O J� �. z w w Q ?m W w Q N Q J co Q U V) Zz co M O O _ F_ a- 12> --j 5 V � o C. SHEETS w/ B TTENS PLATE HT. W ASPHALT SHINGLES 12 —�5 limm! W_ L �__ REAR ELEVATION PLATE HT. 6" X 6" COLUMN 1X TRIM F 0 I BATTEN F.C. SIDING C' F. F. E. 1/4" ;A. PLATE HT -- 1X TRIM L F.C. SHEETS w/ BATTENS f- FINISH GRADE 6 z �W� W Z U O J� �. z w w Q ?m W w Q N Q J co Q U co M os V oN C 14 z 0--a L zu �O LLJ M N M ZLuN V Q> - � zLu �z o� Z Q U Q p CC Ln PROJECT #: BURS -30 DESIGNED: KCM DRAWN: KCM SCALE: AS NOTED ISSUED: 6/12/18 REVISION -1: REVISION -2: SHEET A-1 r - U w ry r" O U w z O V) O J Z O z O V) z W 0 z W 0 W V) V) z Q O w J Q U V) O z 0 U J J U z ry W w z Z W z Q O rVZ w V) Z O z W >V ry O m O Q �LL 0- u V) c:f co 00 �Q OZ ZF- Z Z 1-O �n �Q 0 00 3 Z W z� 00 UQ o� Ory CL > W DKp ryz OQ LuU NW W U mJ 1— J OQ Z N J J (� QO �U F- ry w �_ u z0 OU Uw z~ QQ V) X 00 or ZCL QQ Jn QW _� �W Wo QV) �Z Z0 -W �Q 311.) V5Z UO zN �w Q:E ryo 0 Uw J W J^ z , V V Z Z FzW WW W= z� z� W� Z� �z �O QV) �z �W ROOF PITCH PER ELEVATIONS AND ROOF PLAN PRE -ENGINEERING TRUSSES @ 24" O.C. (MAX) W/ SIGNED & SEALED CALCS. BY A FLORIDA REGESTERED ENGINEER ARC. ASPHALT SHINGLES OVER 30# FELT ON 7/16" O.S.B. SHEATHING RATED 16/24 HURRICANE TIE @ EA. TRUSS PER FRAMING/TRUSS PLAN MTL. DRIP EDGE FASCIA BOARD VENTED VINYL ALUMINUM SOFIT R-13 BATT INSULATION MIN. SEE ENERGY FORMS FOR INSULATION SPECS, 7/16" O.S.B. SHEATHING EXTERIOR FINISH PER ELEVATIONS. 2x4 P.T. SOLE PLATE SEE FOUNDATION PLAN FOR ALL FOOTING - DETAILS. THIS IS FOR ILLUSTRATION ONLY AND MAY NOT REFLECT THE ACTUAL FOUNDATION SYSTEM. 12 30 INSUL. MIN. SEE ENERGY F RMS FOR INSULATION SPECS. '-1-1 8" PLATE HT. IV x BLKG @ GABLE NDS BL. 2x4 TOP PLATE HEADER PER FRAMING PLAN WINDOW UNIT AS PER ELEVATIONS AND FLOOR PLAN WINDOW SILL PER BUILDERS PEC. CAULKED @ WINDOW —2;A —1 2" GYPSUM WB —2 4@16"O.C. U-01' FIN. FLR. TYP. EXT. WINDOW FRAME WALL SECTION 1/2"=l' -O" 12'-11 "(SLAB) 12'-9"(FRAME) 7'-91 4'-114" 01 4" X 4" POST w/ WRAP � I LANAI C:) m o Q CH=9'-4„ I < 4" 8068 S.G.D. 2668 15'-7" (SLAB) 1'-62" 34'-8" 21'-9" 16'-42" 2-3020 SH SILL HT, 5'-6" MASTER BEDROOM CH=9'-0" / 10'-0" N 3'- -" 00 CLOS m 04 R&S S-11 2 2668 9'-52" TUB 5-52" BATH 2 2'-32" CH=9'-0" 00m o � Z W 6� Z 2668 LAUND. CH=9'-0" D W 2X6 WAI I 0 I 9'-44" 5'-41" 2'-10" 2030 SH OBS.,TEMP. SHOWER R� CH=8'-0 Vf 4" o• M 0. 001 co N M BATH CH=9'-0" S 1668 B.F. N 0 or) 0 • N I S-61"- - BEDROOM CH=9'-0" 13'-4" 5-64" \068 B%�\ CLOSET% R&S BEDROOM 3 CH=9'-0" 5-6j" R&S CLOSET /4068 BF AHU WH 5-52,f 13'-4" / 14 - NOTE: 1. DOOR FROM GARAGE TO P. C. HOME INTERIOR TO HAVE SELF CLOSING DEVICE 2. DOOR TO BE 3068 CLASS "C" ATTIC ACCESS (20 MIN. RATED DOOR) MIN. 22X30 OPENING 34'-8" w w w a_ IL O J U7 00 GARAGE CH=9'-4" FLOOR PLAN 1/4$' = 1 ' - 0" 16'X7'OHD 16'-0" cn 0 Ln 0 r) _ 0 Ln 0 W. S.F. DATA: co HEATED: 1,470 SF GARAGE: 380 SF i = N SF LANAI: 97 SF TOTAL: CD C o ON U) — 00 o W GREAT ROOM 2 VAULTED I Ln O U LLQ o m DOWN I DOWN O U 15-102" rIN N D co I o Lv Lu LjL 0 d' oM Z I- _ 0 — DINING Lo a, z VAULTED o c 104 _z W O (D I O Z U) F-- J o- oLL.<z HB -- -- — N O m DW ZEDM o i U SINK co o0 I`7 V KITCHEN 0 0 CH=9'-0" _ COMP. 0 0 T LQ z� N L.0r—. I N N M oz v (� ...] Q>a Z CD N OU Lu W O o, Z <T __j— J -) l It3068 Ak p . Ln ■■ NONE ■ ■ PROJECT #: BURS -30 M DRAWN: KCM SCALE: AS NOTED ISSUED: 6/12/18 REVISION-]: 7/17/18 I SHEET A-2 lk_-- oo co CD 2068 P.D. = r z Q d 2-3040 SH 6'-11" 6'-8" 2'-0" .. i a I" 2'-7" -11 g�-0" 41 0,l v PORCH ® CH= -T-4" 4" X 4" POST 11'-1" w/ WRAP (FRAME) 4'-4" 15'-7" (SLAB) 1'-62" 34'-8" 21'-9" 16'-42" 2-3020 SH SILL HT, 5'-6" MASTER BEDROOM CH=9'-0" / 10'-0" N 3'- -" 00 CLOS m 04 R&S S-11 2 2668 9'-52" TUB 5-52" BATH 2 2'-32" CH=9'-0" 00m o � Z W 6� Z 2668 LAUND. CH=9'-0" D W 2X6 WAI I 0 I 9'-44" 5'-41" 2'-10" 2030 SH OBS.,TEMP. SHOWER R� CH=8'-0 Vf 4" o• M 0. 001 co N M BATH CH=9'-0" S 1668 B.F. N 0 or) 0 • N I S-61"- - BEDROOM CH=9'-0" 13'-4" 5-64" \068 B%�\ CLOSET% R&S BEDROOM 3 CH=9'-0" 5-6j" R&S CLOSET /4068 BF AHU WH 5-52,f 13'-4" / 14 - NOTE: 1. DOOR FROM GARAGE TO P. C. HOME INTERIOR TO HAVE SELF CLOSING DEVICE 2. DOOR TO BE 3068 CLASS "C" ATTIC ACCESS (20 MIN. RATED DOOR) MIN. 22X30 OPENING 34'-8" w w w a_ IL O J U7 00 GARAGE CH=9'-4" FLOOR PLAN 1/4$' = 1 ' - 0" 16'X7'OHD 16'-0" cn 0 Ln 0 r) _ 0 Ln 0 W. S.F. DATA: co HEATED: 1,470 SF GARAGE: 380 SF PORCH 85 SF LANAI: 97 SF TOTAL: 2,032 SF OFFICE COf, Lu Q co z U) 0 o W V, 2 LL) Ln O U LLQ o m O U o z W J Lv Lu LjL Z I- 0 I < CL z Ld LL1 _z W O (D 2i O Z U) F-- J oLL.<z — N O m N Q U o0 I`7 V oN z 4t CN LQ z� �o L.0r—. M W N N M oz v (� ...] Q>a Z oz OU Lu W O o, Z Q VQ l Ak p . Ln ■■ NONE ■ ■ PROJECT #: BURS -30 DESIGNED: KCM DRAWN: KCM SCALE: AS NOTED ISSUED: 6/12/18 REVISION-]: 7/17/18 REVISION -2: SHEET A-2 U III ry ry O U r Fv w z 3 O O LL_ J Z O z O z w 0 z w 0 w V) CD z Q 0 w J Q U O 0 U_ J z W w z_ 0 z Lu z Q O CZ LL_ z w V) z O z LLJ rV rV O ry 0- F— O 3 Q aw LL_ V) 00 �Q OzLL_ r0 z F z �O CLo �Q O� Lu z 00 3w z i�i r)n WJ U -' �Q o>- oLL_� w > � �o �z OQ LuU U)It w U m J �__ J OQ zN J J � Q0 VU V) Q a- r a- ry � w z U0 zU O U w F- zQ ():�i V)x 00 ry OCL zCL QQ Jn Q W W wo F___ QLn ]�iz z0 w F- LU �ry �Q 3V) V�z 00 z� -z w Q :E Q:� n Q ULu J W J W z Z � z �_yw ww W z� z w� Z V, �z �O QN �z w on ROOF PITCH PER ELEVATIONS AND ROOF PLAN PRE -ENGINEERING TRUSSES @ 24" O.C. (MAX) W/ SIGNED & SEALED CALCS. BY A FLORIDA REGESTERED ENGINEER ARC. ASPHALT SHINGLES OVER 30# FELT 2 ON 7/16" O.S.B. SHEATHING RATED 16/24 HURRICANE TIE @ EA. TRUSS PER FRAMING/TRUSS PLAN MTL. DRIP EDGE FASCIA BOARD VENTED VINYL ALUMINUM SOFIT R-13 BATT INSULATION MIN. N I NOTE: 1. DOOR FROM GARAGE TO SEE ENERGY FORMS FOR INSULATION HOME INTERIOR TO HAVE CSO DW SPECS. L 2. DOOR TO BE 3068 CLASS "C" 7/16" O.S.B. SHEATHING LfKITCHEN MIN. 22X30 OPENING EXTERIOR FINISH PER ELEVATIONS. 2x4 P.T. SOLE PLATE V) Z SEE FOUNDATION PLAN FOR ALL FOOTING•� DETAILS. THIS IS FOR ILLUSTRATION ONLY •� •;.•'• x�\ . AND MAY NOT REFLECT THE ACTUAL FOUNDATION SYSTEM. co z -R-30 INSUL. MIN. SEE ENERGY FORMS FOR INSULATION SPECS. 1-1/8" PLATE HT. ,L 2x BLKG @ GABLE ENDS DBL. 2x4 TOP PLATE HEADER PER FRAMING PLAN WINDOW UNIT AS PER ELEVATIONS AND FLOOR PLAN WINDOW SIL' PER BUILDERS SPEC, CAUi KED @ WINDOW 1/2" GYPSUM WB ?x4 @ 16" O.C. -0" FIN. FLR. TYP_ EXT. WINDOW FRAME WA L SECTION 1/2"=l' -O" om oL Ii T < to cr 0 i j_ m i ai Lo I N 4" X 4" POST w/ WRAP O 0 m 34'-8" 12' -11 -(SLAB) 21'-9" 12'-9"(FRAME) - - 16'-42" 5'-42" 7' -9j"9' -4j' g'-64" g' -4j" 2'-10" LANAI CH=9'-4" 8068 S.G.D. GREAT ROOM VAULTED DOWN I DOWN 15'-[1 o2n DINING VAULTED 2-3020 SH SILL HT. 5'-6 4„ _MASTER BEDROOM CH=9'-0" / 10'-0" 2668 r 3'- - 2" _IN 0 0 co co CLOS.cn `*I R&S N 3'-112" 2668 9'-52„ �u I TUB 5'-52" BATH 2 2'-32„ NN CH=9'-0" I � o m 0 00 � z •--k L0 I 7� LAUND. CH=9'-0" �N T �I N I NOTE: 1. DOOR FROM GARAGE TO P. c. F_ HOME INTERIOR TO HAVE CSO DW SELF CLOSING DEVICE L 2. DOOR TO BE 3068 CLASS "C" SINK LfKITCHEN MIN. 22X30 OPENING CD V) Z I � co z 0 i j_ m i ai Lo I N 4" X 4" POST w/ WRAP O 0 m 34'-8" 12' -11 -(SLAB) 21'-9" 12'-9"(FRAME) - - 16'-42" 5'-42" 7' -9j"9' -4j' g'-64" g' -4j" 2'-10" LANAI CH=9'-4" 8068 S.G.D. GREAT ROOM VAULTED DOWN I DOWN 15'-[1 o2n DINING VAULTED 2-3020 SH SILL HT. 5'-6 4„ _MASTER BEDROOM CH=9'-0" / 10'-0" 2668 r 3'- - 2" _IN 0 0 co co CLOS.cn `*I R&S N 3'-112" 2668 9'-52„ �u I TUB 5'-52" BATH 2 2'-32„ NN CH=9'-0" I � o m 0 00 � z •--k L0 I 7� LAUND. CH=9'-0" �N T �I 0 0 � CH=9'-0" COMP. O O o 0 a i cn Lo /I.: o iY I z `n a io 2-3040 SH 1 6'-11" 6'-8" 2'-0" 2'-7" 9'-0" 4' 0" PORCH CH=9'-4" 4" X 4" POST - / 1 11'-1" w/ WRAP (FRAME) 4'-4" 15'-7" (SLAB) BEDROOM 2 CH=9'-0" 2030 SH BS.,TEMP. a 4 0 O M BATH CH=9'-0" 1668 B.F. 0 i S-62„ 13'-4" 5'-64„ 5'-64„ 4068 BF \ CLOSET _R&S R&S CLOSET \4068 BF� BEDROOM 3 CH=9'-0" AHU O 13 1-4 Ill Q NOTE: 1. DOOR FROM GARAGE TO P. c. F_ HOME INTERIOR TO HAVE CSO DW SELF CLOSING DEVICE C] 2. DOOR TO BE 3068 CLASS "C" SINK LfKITCHEN MIN. 22X30 OPENING 0 0 � CH=9'-0" COMP. O O o 0 a i cn Lo /I.: o iY I z `n a io 2-3040 SH 1 6'-11" 6'-8" 2'-0" 2'-7" 9'-0" 4' 0" PORCH CH=9'-4" 4" X 4" POST - / 1 11'-1" w/ WRAP (FRAME) 4'-4" 15'-7" (SLAB) BEDROOM 2 CH=9'-0" 2030 SH BS.,TEMP. a 4 0 O M BATH CH=9'-0" 1668 B.F. 0 i S-62„ 13'-4" 5'-64„ 5'-64„ 4068 BF \ CLOSET _R&S R&S CLOSET \4068 BF� BEDROOM 3 CH=9'-0" AHU O 13 1-4 W W W � O J GARAGE co CH=9'-4" i FLOOR PLAN 1/4" = 1'-0" 16'X7'OHD Ill Q NOTE: 1. DOOR FROM GARAGE TO P. c. F_ HOME INTERIOR TO HAVE SELF CLOSING DEVICE C] 2. DOOR TO BE 3068 CLASS "C" AT11C ACCESS (20 MIN. RATED DOOR) MIN. 22X30 OPENING W W W � O J GARAGE co CH=9'-4" i FLOOR PLAN 1/4" = 1'-0" 16'X7'OHD l Ill Q C] V) Z O z _o > V WLLJ 0 z W --� W W H z F- _ Q —U)U I < CL z W W :D_Z W 0' LJ.� O CD 2 U p z U) �-- _J Q z LL — N D ,J O F. (� N Q r� UCID o N —V �' � M O.' N � Z -j 0-4 Ln O LU M r— cv z Luceoa� Z Q U a �� Q Oon Ln ■■ ■ ■ Mon, ■ PROJECT #: BURS -30 DESIGNED: KCM DRAWN: KCM SCALE: AS NOTED ISSUED: 6/12/18 REVISION -1: REVISION -2: l U Lu ry ry O U r LL_ ry Lu Z 3 O V) F- O z LL_ V) z 3 Q 0 Lu Q U V) F- O 0 J J z w w z z w z ry ry Q 0 ckofZ w V) z O W F_ O CL O 3 <Q �w 0 - LL' V) 00 �Q OzLL_ >- 0 Z Q� z �O �U Q0 w z oQ O� LLI J Z 00 3w Z:�i 0� wJ UJ �Q 0� Oa, 0-> LL, 0:� 0 ryZ OQ �U V w Lu U m J F- J OQ Z= V) QO NU FQ CLQ:f Lu I— u z0 OU U ZQ (D :E Nx p0 0ry0- aQ J0 Q w ry 01�w w F- QN �Z 0 z w F- w �Q 3V) NZ z0 —Z w QZ> �o 0 U , J z Z0 �z w w Lu z� C� _ z� w 3 z� �__z af QO �Z �w 0 0 p 00 ul I I I i5/12 I I � 15/12 37'-4" ------------------ 5/1 --- I I I I J I I I 5/1 5/12 I5/12 I I L----------- Lu z w 0 5/12 \ I I I I I ROOF DATA (LINEAR FT.) EAVE LINE GABLE LINE RIDGE LINE HIP LINE VALLEY LINE ROOF AREA 200' 53' 44' 64' 10' 2,265 S.F.I NOTE: THE ABOVE ROOF DATA DOES NOT INCLUDE ROOF PITCH FACTORS & CONSTRUCTION WASTE. VENTILATION CALCULATIONS VENTILATION REQUIRED: ATTIC SPACE = 2,265 SQFT 2,265 / 300 = 7.55 SQFT 7.55 X 144 = 1,087.2 SQIN 1,087.2 X 0.5(50%) = 543.6 SQIN NET FREE ROOF VENT REQ'D 1,087.2 X 0.5(50%) = 543.6 SQIN NET FREE SOFFIT VENT REQ'D UPPER ROOF VENT SPECS: 4'-0" VENT PROVIDES 144 SQIN NET FREE SPACE 6-0" VENT PROVIDES 216 SQIN NET FREE SPACE 8'-0'' VENT PROVIDES 288 SQIN NET FREE SPACE UPPER ROOF VENT REQUIREMENTS: (0) 4'-0" VENT @ 144 SQIN = 0 (0) 6'-0" VENT @ 216 SQIN = 0 (2) 8'-0" VENT @ 288 SQIN = 576 TOTAL = 576 SQIN NET FREE AREA PROVIDED > 543.2 SQIN REQUIRED SOFFIT VENTS REQUIREMENTS: LIN. FT OF SOFFIT AVAILABLE = 200' AIR FLOW PER LIN. FT. = 5.89 SQIN TOTAL = 1,178 NET FREE SOFFIT AREA PROVIDED >543.6 SQIN REQUIRED VENTILATION REQUIREMENTS SHALL BE IN ACCORDANCE W/ SECTION R806.1 OF THE 2014 RESIDENTIAL FLORIDA BUILDING CODE. ELECTRICAL LEGEND ELECTRICAL PLAN IN 1 /4" = 1 ' - 0" EXHAUST FAN / LIGHT DOUBLE FLOOD LIGHTS DUPLEX CONVENIENCE OUTLET AFCI TELEPHONE JACK -0 CABLE TELEVISION JACK 0L WEATHERPROOF DUPLEX OUTLAT GFCI CARBON MONOXIDE DETECTOR f -o WALL MOUNTED LIGHT HALF -SWITCHED DUPLEX OUTLET THERMOSTAT oN ELECTRICAL SERVICE ENTRANCE P ® 220 VOLT SERVICE CONNECTION 15'-7" 21'-9" $ LIGHT SWITCH $Z 3 -WAY SWITCH 37'-4" CEILING LIGHT Oc RECESSED LIGHT CEILING FAN ROOF PLAN z� UNDERCOUNTER LIGHT 1 4= 1— 0 EF EXHAUST FAN M LLI � DISPOSAL ELECTRICAL PLAN IN 1 /4" = 1 ' - 0" NOTES: 1. 100% PERCENT OF PERMANENTLY INSTALLED INTERIOR AND EXTERIOR FIXTURES SHALL USE CFL/LED LAMPS. ELECTRICAL CONTRACTOR SHALL PROVIDE ARC -FAULT CIRCUIT INTERRUPTERS IN ALL BRANCH CIRCUITS THAT SUPPLY 120 -VOLT, SINGLE PHASE, 15 & 20 AMP CUTLETS IN LIVING ROOMS, DINING ROOMS, HALLWAYS, AND BEDROOMS PER 2014 FBC R3902.12 V) Z z 0 O F- a. ce L.LJ Lol V CSC LLJa 6 z z Q � CL�w� Z U � c~� U ct zwW �-- � z o0 W U J Z (n �. W_� < z LL < 0 — 0N J � m N Q • U EXHAUST FAN / LIGHT DOUBLE FLOOD LIGHTS 01- TELEPHONE JACK -0 CABLE TELEVISION JACK 0L COMBINATION SMOKE DETECTOR CARBON MONOXIDE DETECTOR f -o WALL MOUNTED LIGHT THERMOSTAT oN ELECTRICAL SERVICE ENTRANCE P PENDANT LIGHT D FLOURESCENT LIGHT NOTES: 1. 100% PERCENT OF PERMANENTLY INSTALLED INTERIOR AND EXTERIOR FIXTURES SHALL USE CFL/LED LAMPS. ELECTRICAL CONTRACTOR SHALL PROVIDE ARC -FAULT CIRCUIT INTERRUPTERS IN ALL BRANCH CIRCUITS THAT SUPPLY 120 -VOLT, SINGLE PHASE, 15 & 20 AMP CUTLETS IN LIVING ROOMS, DINING ROOMS, HALLWAYS, AND BEDROOMS PER 2014 FBC R3902.12 V) Z z 0 O F- a. ce L.LJ Lol V CSC LLJa 6 z z Q � CL�w� Z U � c~� U ct zwW �-- � z o0 W U J Z (n �. W_� < z LL < 0 — 0N J � m N Q • U A co M os V oN z� �O M LLI M z Q N N 4t V Q ; Q Z O z o U Lu Z ��je F— F— Q Q O Ln PROJECT #: BURS -30 DESIGNED: KCM DRAWN: KCM SCALE: AS NOTED ISSUED: 6/12/18 REVISION -1: REVISION -2: SHEET A-3 U— -- - -- U-1 Lu oTYPICAL WALL WEATHER BARRIER ROOFING Q U WOOD SIDING EN�6 FP WOOD FURRING SUCC��O\EG BOOP oEGK LLJ TYVEK. HOMEWRAPT) VALLEY SHINGLE INSTALLATION FIBERGLASS SHINGLE ROOFING OVER > 7/16" PLYWOOD SHEATHING COIR INSTALL SHINGLES USING WEAVE METHOD UNDERLAYMENT Z 2"x4" WOOD STUDS SCOP 0 \ INSTALL SHINGLES OVER OFF -RIDGE VENT FLANGE AT WALL SHEATHING 1. EXTEND 1 FULL END SHINGLE MIN. 12" PAST / w/ R13 BATT INSULATION ROOFING SHINGLES :,�� () HEAD SYN WD SIDING OVER O � �„ CENTER LINE OF VALLEY. SEE MANUF WRITTEN GALVANIZED METAL OFF -RIDGE 1/2" GYPSUM BOARD MEMBRANE TYPE EAVE PROTECTION INSTRUCTION FOR ADDITIONAL INSTALLATION VENT WITH BAFFLE SET IN APPROVED WEATHER (48" HIGH MIN.) �2 �MEN1 6 INFORMATION PLASTIC ROOF CEMENT OR IER 0 LAP AND TAPE TYVEK. ROOF SHEATHING c/w H CLIPS RPK�EOC'E JNOERVP . 2 DO NOT NAIL 6" MIN. FROM VALLEY CENTER LINE SEALANT BAPRWEATHER BARRIER OVER O O O 2"x2" WOOD FURRINGS \ SCREEN METAL FLASHING AND SECURE �? AT JOINTS �\ WITH STARTER STRIP Z ® � 1/2" PLYWOOD V � �1 LL_ WOOD ROOF RAFTERS 1�1 12 FIBERGLASS SHINGLE INSTALL OFF -RIDGE lW' 6 VENT FLANGE OVER EXTEND 15#ROOFING FELT BATT INSULATION I V � ® ROOFING OVER 15# FELT SHINGLES AT BASE _ UP WALL 7" MIN. � N CEILING JOISTS EP�� GE OVER 7/16" OSB OVER 7116" OSB OVER / _ Z 0 EXTEND CUT PLYWOOD TO QR�p Eo PRE -ENG WD TRUSSES PRE ENG WD / / g z O 1 /2" GYPSUM BOARD 5x5 METAL FLASHING OVER 024" WIDE METAL VALLEY TRUSSES / ROOFING FELT (NAIL TO ROOF TYVEK HEADER WRAPc ALLOW FOR VENTILATION 6 u DECK NOT WALL SHEATHING Z AT TOP PLATE BETWEEN WOOD FURRINGS \ FLASHING OVER 15# FELT / / / N ) O c OVER SHEATHING\ \ / CAP SHINGLE - DO NOT NAIL \/ INSTALL WITH ROOF CEMENT V) ULJTAPE TYVEK UNDERLAYMENT \ \ NOTES / \ SHINGLE ROOFING C \ � 1. INSTALL IN �:TRICT ACCORDANCE WITH ROOF CEMENT \ \ 0 MANUFACTURERS WRITTEN INSTRUCTIONS Z ® \ / 2 APPLY ROOFING CEMENT OR SELF -ADHERING \ O / FLASHING OVER FLANGE AT HEAD ONLY z j I 0 EAVESTROUGH t / 1/2( GYPSUM BOARD 11 -1 „_,!2"�0,2-,/2" OFF -RIDGE VENT FLASHING DETAIL WALL FLASHING DETAIL -LAP SIDING (SEAL ALL JOINTS - FASCIA &PENETRATIONS) N `°'-'!2„ °'-,/2,. VALLEY FLASHING DETAIL NTS NTS. Ur / CAULK TYVEK® TO VENTED SOFFIT o 0 0 Z j / GYPSUM BOARD J -TRIM NTS Q i / TYPICAL WALL � WOOD SIDING / WOOD FURRING WALL SHEATFING Q ASSEMBLY W/ 15# FELT TYVEK.,,-....•. STUCCO/CV FINISH SHINGLE NAILING OVER APPROVED WEATHER �/ Q U-1 V) J BARRIER J TYPICAL WALL ISOMETRIC NOTE: DETAILS ARE FOR SLOPES OF 3:12 OR GREATER, LAP FELT AND WEATHER ROOF/ WALL INTERFACE DETAIL FOR SLOPES BELOW 3:12, ALL ROOFING UNDERLAYMENT BARRIER OVER VINYL LL J UJ ~O RESIDENTIAL WOOD FRAME STRUCTURE w/ WOOD SIDING (COOLING CLIMATE) INSTALL SHINGLES OVER STUCCO STOP WEEP W Z RESIDENTIAL WOOD FRAME STRUCTURE w/ WOOD SIDING (COOLING CLIMATE) SHALL BE SELF ADHERING SHEET MEMBRANE APPROVED FLANGE @ HEAD EXTEND 15# ROOFING FELT BY THE SHINGLE MANUFACTURER FOR USE ON LOW FIBERGLASS SHINGLE UP WALL 7" MIN. SLOPE ROOFING PROJECTS OPT PROVIDE LEAD VENT ROOFING OVER 15# FELT Q WINDOW WITH 5x5 METAL FLASHING OVER ROOFING FELT INTEGRAL MOUNTING CAULKING BOOT WITH INTEGRAL FLANGE OVER 7/16" OSB OVER STUCCO/CV FINISH z ^ (NAIL L i PRE -ENG WD RUSSES ASSEMBLY z ROOF DECK NOT WALL FLANGE VENT STACK, SEE PLUMBING <:; ';` ° SHEATHING) ` J TYPICAL WALL FOR SIZE &LOCATION LAP BARRIER OVER NAILING ] WOOD SIDING �'. . FLANGE N CAP SHINGLE - DO NOT NAIL v MINIMALLY EXPANDING INSTALL WITH ROOF ui PREFORMED FLEXIBLE BOOT Z POLYURETHANE FOAM OR TYPICAL WALL WOOD FURRING PLACE SHINGLES 3/8" FLASHING W/ INTEGRAL FLANGE / ?,`_,p CEMENT VINYL OVER EAVE &RAKE VINYL DRIP,PWEEP SCREED o' APPROVED CAULK WOOD SIDING TYVEK HOMEWRAPfii SET IN PLASTIC ROOF CEMENT — �/ SHINGLE ROOFING EDGES TO PROVIDE DRIP �� WOOD FURRING 7/16" PLYWOOD SHEATHING \ 5"x5" METAL FLASHING Lu (AROUND WINDOW RSO) TYVEKo, HOMEWRAP® 2"x4" WOOD STUDS EDGE INSTALLFLANGEEOVSE z W ALONG RAKES, CEMENT ROOF CEMENT SHIN ALES TO UNDERLAYMENT KICK-OUSHINGLE BASE g„ (' 7/16" PLYWOOD SHEATHING w/ R-13 BATT INSULATION & EACH OTHER IN A4" WIDT FLASHING WRAP TYVEKo INTO FLASHING (SEE Z 2"x4" WOOD STUDS 1/2" GYPSUM BOARD O ASPHALT PLASTIC ROOF Lu \� OPENING &TAPE TO CEMENT DETAIL) w/ R-13 BATT INSULATION / z I \ Z SILL (ESP. @ CORNERS) USING TYVEK® FLEXWRAPIM 1/2" GYPSUM BOARD INSTALL TYVEK(D FLEXWRAPTM NON -CORRODING / / I r n M L EAVE DRIP �� EXTEND KICK -OUT 2" Q OVER MOUNTING FLANGE. LAP BEYOND FASCIA MINIMALLY EXPANDING / �� T TYVEKc &TAPE JOINTS. TRI s^IR FROM END y 5 i z / ) � LAP &TAPE TYVEK. POLYURETHA E FOAM OR / � o WALL FLASHING DETAIL -STUCCO i v J APPROVED CAULK O FIRST SHINGLE / N -T. S. D TRIM TABS FROM ALL � � � \ Q (AROUND WINDOW RSO) STARTER COURSE --y/ � FASTEN TYVEK® FLEXWRAP� SHINGLES NOTES FELT UNDERLAYMENT < Z SHINGLE ROOFING FLASHINGS FOR DOORS � CORNER USING MECHANICAL INDOW WITH STARTER COURSE 1. INSTALL IN STRICT ACCORDANCE WITH SHINGLE ROOFING J FASTENER INTEGRAL MOUNTING < /� N FLANGE MANUFACTURERS WRITTEN INSTRUCTIONS FASCIA NOTE: INSTALL KICKOUT < Z INSTALL TYVEK® FLEXWRAP'M N 2 APPLY ROOFING CEMENT OR SELF -ADHERING FLASHING AT BOTTOM OF O AROUND PERIMETER OF OPENING PLACE SHINGLES CLOSE FLASHING OVER FLANGE AT HEAD ONLY ROOF & WALL INTERSECTIONS WATER LL O U TOGETHER BUT DO NOT TIGHT SB OR SIMILAR Z WINDOW HEAD DETAIL �Ro"1D VENT STACK FLASHING DETAIL WALL/KICKOUT FLASHING DETAIL SEAL FRAMING SHEATHING rye N Lu ALONG RAKES, CEMENT LLJ Q SHINGLES T UNDERLAYMENT N T.S. NTS SECONDARY ® ESIDENTIAL WOOD FRAME STRUCTURE w/ WOOD SIDING (COOLING CLIMATE) & EACH OT iER IN A4" WIDT / • WEATHER BARRIER r� OF ASPHA_T PLASTIC ROOF FIBER CEMENT > O® CEMENT I s; 0 NOCO RODING / BOARD OR Q� �_ N - PLACE SHINGLES 3/8" �ti;�?? MTL E VE DRIP \ I -' � OVER EAVE &RAKE z SIMILAR n- EDGES TO PROVIDE DRIP WINDOW SILL DETAIL EDGE O RESIDENTIAL WOOD FRAME STRUCTURE w/ WOOD SIDING (COOLING CLIMATE) CLOSING BEAD FIRST COURSE ' / APPROVED SEALANT. USE / / CLOSED CELL BACKER ROD, IFUJ* • GAP GREATER THAN ( ) 0 DRIP EDGE v 00 FLASHINGS FOR WINDOWS ,' FLASHING M 0 o11 0 0 // �O O Ln NOORHEAD DUPONTDUPONT'"^ TYVEKOTAPE SHEATHING INSTALLED /' ' N / y� LL- Z OVER BARE STUDS / / :tt N OPTIONAL BACKDAM DETAIL PEEL LARGEST STRIP OF HEAD FLAP FOLDED >' O $" 8" DUPONT- TYVEK° WRB I`ri WHEN USING 9' WIDE RELEASE PAPER FIRST. UPWARD TO EXPOSE n.�r '� 0s N Z SHEATHING FASTENERS BARE STUDS ��// • Q Q DUPONTT"FLEXWRAPTM NF 0 SHEATHING. 0 DOOR Li.� z .� Ln N Z Z �W eREE Ev Ee 0 EXPOSED DUPONT T' TYVEK° WRAP CAP FASTENERS /' � �. � O lftt�,.�\ OUTLINE OF ROUGH O �FA°EAPRE�E/,4E \� �'� O 0 w a 's SHEATHING 0 OPENING TO BE CUT / r . , M N Q U / i ROUGH OPENING FOR WINDOW. INTERIOR o_ Q o 0 0 DUPONT a rY EK° TAPE OUTLINE EXTERIOR // /, // // ^ c 0 / OSB OR SIMILAR �� .� � Q 0 0 0 0 / / / / SHEATHING � z -- -- -- - - - - - v Q > , a V) NO GAPS IN I _ _ — — / // SECONDARY V j z CORNERS O \ 0 — — > w WEATHER O Z� 0 0 0 i I Q Q N1 z \L SILL 0 DUPONT' TYVEK° WRB 0 DIRECTION OF / // // \sya\\\ BARRIER W w --s \ POSITIVE DRAINAGE % I FLOW. 1�-•� Q V � Q 0 0 CLOSING BEAD FIBER CEMENT — — — 0 0 0 — — — — — — — — — — — APPROVED SEALANT.USE BOARD OR O L \ `3 0 0 CLOSED CELL BACKER ROD, IF SIMILAR � � r� CL_ > s'i//7�� — — — — — — — — — — DOOR JAMB Ah GAP GREATER THAN " D, Q 9fhx O 0 Z 0 a 0 12�� o O ■ ■„ RID ■■■■ Lu w STEP 8 0 STEP 7 0 STEP 6 \ o STEP 5 � Q sz 0 0 \ \ � 0 EXTERIOR NONE V)= STEP 4 0 STEP 30 STEP 2 STEP 1 RAMED WALL BEYOND I ------DOOR FRAME PER SCHEDULE Lu U A. INSTALL THE SILL FLASHING. REMOVE THE 0 A. PREPARE THE SILL FLASHING BY CUTTING A 0 A. FLIP THE CUT HEAD FLAP UPWARD TO 0 A FOLD SIDE FLAPS INTO ROUGH INTERIOR FLOOR SLAB ASSEMBLY PER J LARGEST STRIP OF RELEASE PAPER, ALIGN PIECE OF DUPONTTm FLEXWRAPTM NF THAT IS EXPOSE THE SHEATHING AND A. CUT AN "I -CUT" (STANDARD -CUT) IN 0 A. DUPONTT- TYVEK® WRB TO BE 0 A SHEATHING TO BE INSTALLED OVER BARE 0 OPENING AND SECURE TO INSIDE �, BARE STUDS PRIOR TO SHEATHING INSTALLATION. Q Q THE FLASHING WITH THE INTERIOR EDGE OF AT LEAST 12" LONGER THAN THE SILL LENGTH. TEMPORARILY SECURE WITH THE DUPONT TYVEK° WRB. MECHANICALLY FASTENED AND INSTALLED STUDS. I PLAN AND SECTIONS WALL SECURE TO INSIDE WALL WITH SLOPE SILL FRAMING TO EXTERIOR, FRAMING AND PROJECT #: BURS -30 Z = SILL AND INSTALL INTO ROUGH OPENING B. USE 6" DUPONTT"' FLEXWRAPTM NF DUPONT- TYVEK" TAPE. TYVEK° TAPE OR B. CUT A HEAD FLAP AT A 45 ANGLE TO OVER SHEATHING. B. AFTER SHEATHING HAS BEEN INSTALLED, CUT NON -WATERPROOFING COMPONENTS ARE ONLY I ALUMINIUM THRESHOLD SET IN J ACROSS SILL AND UP JAMBS (6"MIN.), FOR 2"x 4" FRAMING EXPOSE 8" OF SHEATHING TO ALLOW B DO NOT INSTALL FASTENERS WITHIN 6" OF AN OPENING IN THE SHEATHING ALONG THE DUPONT- TYVEK® WRAP CAP SHOWN SCHEMATICALLY. SEE DRAWINGS BY CONTINUOUS BED OF BUTYL Q O B. APPLY WORKING FROM THE MIDDLE OF THE AND 9" DUPONTTm FLEXWRAPTM NF FOR HEAD FLASHING INSTALLATION. THE SILLS AND JAMBS OF THE OPENINGS PERIMETER OF THE ROUGH OPENING FOR FASTENERS OTHERS FOR DETAILED INFORMATION. SEALANT DESIGNED: v) U Ll SILL TOWARDS THE SIDES SECURE FOR 2"x 6" FRAMING AND WITHIN 9" OF THE HEAD OPENINGS. WINDOW. KCM N Q DUPONT m FLEXWRAPT NF TIGHTLY INTO C. INSPECT INSTALLATION SURFACE TO ENSURE C ENSURE THE SHEATHING IS CUT FLUSH WITH y : �� t• ;;f 1, ONCRETE SLAB. SEE PLANS D_ Y THE CORNERS BY FIRST WORKING IN ALONG THE SURFACE IS FREE OF DIRT AND OR SLIGHTLY BELOW THE SILL FRAMING TO w Z THE SILL BEFORE ADHERING UP THE JAMBS. SUBSTANCES THAT COULD INTERFERE WITH ALLOW FOR POSITIVE DRAINAGE. U C. DO NOT STRETCH MATERIAL ALONG THE SILL ADHESION AS WELL AS ANY SHARP EXPANSION JOINT DRAWN: KC M (U OR JAMBS. PROTRUSIONS. MATERIAL U w HEAD FLAP FOLDED DOOR THRESHOLD < CORRECT SCALE: AS NOTED 'Zn I- OVER HEAD FLASHING. V 0 .�\ 0 ,, 0 OU PONT- FLASHING TAPE OVERLAPS N X N V� �_� HEAD OU ONT- FLEMRAP-NF w� 0 �`o� O �p 0 FLASHING Q ISSUED: 6/12/18 �� O 0 0 0 0 K Q Q 0 0 0 0 0 0 �... 0 \a\ 0\ 0 \ iy\ o'Lu 0 ° REVISION -1: � w 0 0 ItlC M-FFL 0 0 WINDOW TO BE 0 �w Q ouPaNT- FExwRaa�nFwsHwiTH INSTALLED 0 0 0 -2: Q N 0 0 0 0 2Z 0 ZO / o REVISION U 0 Hw w E ® 0 O O illzimium 0Q 0 ` 0 0 0 INCORRECT 1" MI IMIUM ° 0 CIO 0 O DUPONT- FLEXw P- NF REVERSE oO ® 0 0 Z N JJ ,, i, 0 0 Lu O 0 0 0 0 0 � Q o 0 0 0 0 © 2" 4" BELOW 0 0 Q `. Pa 0 0 BOTTOM EDGE `'t v Lu STEP 16 TEP 15 STEP 14 ° ° Lu ° 0 0 0 0 OF SILL 0 p J a �� 0 ��, a °a (�0 A FLIP DOWN UPPER FLAP OF 0 ° ` FLASHING (J' A TAPE ALL CUTS IN DUPONTT^' TYVEKWRB AND TAPE 0 TRIM THE O STEP 13 �• STEP 12 �� STEP 11 STEP 9 Z Z ACROSS HEAD OF THE WINDOW WITH DUPONT TM TYVEK WRB 1"-2" ABOVE THE DUPONT T' TYVEK® WRB SO IT LAYS FLAT 0 b 0 STEP 10 0 0 LU w DUPONT(TM) TYVEK(R) TAPE, 4" DUPONT T' FLASHING WINDOW OPENING. ACROSS THE HEAD FLASHING. = TAPE OR DUPONT TM STRAIGHTFLASH'm. WHEN TRIMMING THE A. CUT A PIECE OF 0 A. CUT TWO PIECES OF 0 A. INSTALL WINDOW ACCORDING TO 0 A 0 A. REMOVE NARROW PIECE OF THE RELEASE O Z F- DUPONTTm TYVEK WRB DO NOT CUT OR DUPONT TM STRAIGHTFLASHTM DUPONTT" FLASHING DUPONTTm FLASHING TAPE OR MANUFACTURER'S INSTALLATION APPLY (CONTINUOUSLY) DUPONT- RESIDENTI PAPER, A, INSTALL DUPONTT" RESIDENTIAL SEALANT OR (D _ I 2" DAMAGE THE HEAD FLASHING THAT HAS TAPE FOR HEAD FLASHING, DUPONT TM STRAIGHTFLASHTM FOR JAMB INSTRUCTIONS SEALANT OR RECOMMENDED SEALANT ON B. FAN DUPONTTM FLEXWRAPTm NF AT BOTTOM Z EC ) AROUND THE WINDOW OPENING AT THE ED SEALANT (AND BACKER ROD AS THE HEAD AND JAMBS OF ROUGH Lu � UGH OPENING CORNERS AND ADHERE ONTO EXTERIOR BEEN INSTALLED BEHIND IT. B. HEAD FLASHING TO EXTEND BEYOND FLASHING EXTENDING 1" ABOVE WINDOW SHEET NECESSARY) Y Z INTERIOR, ITIS ALSO ACCEPTABLE TO USE OUTER EDGES OF JAMB FLASHING. HEAD FLANGE AND 4" TO 6" BELOW (ON TOP OF WRB). FACE OF WALL, COVERAGE SHOULD BE 2" z DUPONT TM WINDOW AND DOOR FOAM OR RECOMMENDED p C. REMOVE RELEASE PAPER AND INSTALL BOTTOM EDGE OF SILL FLASHING. B. IF SEALANT IS APPLIED TO THE SILL, TO 3" INCHES ONTO THE FACE OF THE WALL � O COMPLETELY COVERING WINDOW B, REMOVE RELEASE PAPER AND PRESS IF FOAM IS USED AT THE CAVITY OF THE JAMES AND SEALANT O 2ENSURE NCH GAPS NT HE SEALANT BEAD FOR Z C FLASHING FIRM PRESSURE OR JRO G/D ERTO ENSURE f � COPY MOUNTING FLANGE AND ADHERING TO THE TIGHTLY ALONG SIDES OF WINDOW EXPOSED SHEATHING FRAME. r,, w SHOULD BE USED AT THE SILL AREA BEHIND THE FOAM EVERY 4' OF WINDOW TO ALLOW FOR ADHESION ON ALL SURFACES. A-4 TO ENSURE A PROPER WATER SEAL. DRAINAGE. CV Q U w 0 w z 0 Z 0 V) Z Lu n Z Lu Lu z Q n Lu J Q U 0 n U J J Z ry w w z Z w z o' Q 2 0 Z w V) z 0 z w ry cz 0 CL F_ 0 Q �w OV) 00 �Q 0V) rZ Z� z F0 �U Q� w Z � Q OV) LLJ 00 = z 3w Z _�E r)n w UJ �Q 0 OLLJ� w> w e� 0 Z OQ LuU V) It Lu U m J �_j OQ zV) J ry QO U V) Q L� Lu z U0 Z U O Ud Z F_ 0a N X QO Z a- QQ �0 QQ�f Q�f w Lu F_Q QV) �z Z 0 Lu Lu o' �Q �Z Z O Z w Q� o' o 0 U� J w J Z Z Z F -V w LU w w = z_ (D _ ZF-- Lu 3�: Z v) �z QO �z LU GENERAL STRUCTURAL NOTES THE CONTRACTOR SH/. LL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOBSITE PRIOR TO COMMENCING WORK. CONTRACTOR `.HALL REPORT ALL DISCREPANCIES THE DRAWINGS AND EXISTING CONDITION TO THE ENGINEER PRIOR TO COMMENCING WORK. DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE TYPICAL AND APPLY TO SIMILAR SITUATIONS ELSEWHERE, EXCEPT AS OTHERWISE INDICATED. ADAPT REQUIREMENTS OF DETAILS, SECTION1, PLANS, AND NOTES AT LOCATIONS WHERE CONDITIONS ARE SIMILAR. DIMENSIONS INDICATED ON THE DRAWINGS IN REFERENCE TO EXISTING CONDITIONS ARE THE BEST AVAILABLE DATE OBTAINABLE, BUT ARE NOT GUARANTEED. BEFORE PROCEEDING WITH ANY WORK DEPENDENT ON THE DATA INVOLVED, THE CONTRACTOR SHALL FIELD CHECK AND VERIFY ALL DIMENSIONS, GRADES, LINES, LEVELS, OR OTHER CONDITIONS OF LIMITATIONS AT THE SITE TO AVOID CONSTRUCTION ERRORS. IF ANY WORK IS PERFORMED BY THE CONTRACTOR OR ANY OF HIS SUBCONTRACTORS PRIOR TO ADEQUATE VERIFICATION OF APPLICABLE DATA, AT RESULTANT EXTRA COST FOR ADJUSTMENT OR WORK AS REQUIRED TOC NFORM TO EXISTING LIMITATIONS, SHALL BE ASSUMED BY THE CONTRACTOR WITHOUT REIMBURSEMENT OR COMPENSATION BY THE OWNER. 20, OR OTHER APPROVED WEATHER RESISTANT SYSTEM. APPLICATION AND SURFACE PREPARATION CENTER ALL FOOTINGS AND PIERS UNDER COLUMNS ABOVE UNLESS SPECIFICALLY DIMENSIONED OTHERWISE. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, SHORING AND RESHORING: MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS. CONSULT THESE DRAWINGS FOR SLEEVES, SHORING AND RESHORING SHALL CONFORM TO ACI 347R-88. SHORING AND SUPPORTING FORMWORK DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. BE REMOVED FROM HORIZONTAL MEMBERS BEFORE CONCRETE STRENGTH IS AT LEAST 70 PERCENT CONTRACTOR SHALL LOCATE ALL BURIED UTILITIES PRIOR TO EXCAVATION FOR BUILDING FOUN ATIONS. THE STRUCTURAL ENGINEER SHALL BE NOTIFIED OF POTENTIAL CONFLICTS BETWEEN FOUNDATION1 AND BURIED UTILITIES. THAN TEN (10) DAYS. CODE REQUIREMENTS: THE BUILDING STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE 2017 EDITION OF THE FLORI A BUILDING CODE 6TH EDITION. OTHER CODES IMPLEMENTED FOR DESIGN INCLUDE: ASCE7-10, ACI 315/318/530, NDS 2015, APA, A.I.S.C., ANSI. FOLLOW ALL APPLICABLE PROVISIONS OF THE FLORIDA BUILDING CODE AND OTHER RELATED CODES FOR ALL PHASES OF CONSTRUCTION. TEMPORARY CONDITIONS: THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS ON INTERACTION OF V RIOUS CONNECTED COMPONENTS. PROVIDE ADEQUATE BRACING, SHORING, AND OTHER TEMPORARY PUPPORTS AS REQUIRED TO SAFELY COMPLETE THE WORK. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR STABILITY UNDER FINAL CONFIGURATION ONLY. FOUNDATIONS: FOUNDATIONS ARE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSF ON COMPACTED FILL. NO GEOTECHNICAL REPORTS AND/OR IN-SITU SOIL DATA WAS GIVEN TO THE STRUCTURAL ENGINEER PRIOR TO DESIGN. THE BEARING CAPACITY USED FOR DESIGN IS BASED ON ALLOWABLE LOADS FROM THE FLORIDA BUILDING CODE, 2017 FOR SANDY SOILS WITH NO CLAY, ORGANIC MATERIAL, OR OTHER DELETERIOUS MATERIALS THAT WOULD AFFECT DESIGN BEARING PRESSURE AND THE PERFORMANCE OF THE FOUNDATIONS, BEFORE CONSTRUCTION COMMENCES, SOIL BEARING CAPACITY SHALL BE VERIFIED BY A SUBS RFACE INVESTIGATION,AS WELL AS FIELD AND LABORATORY TESTS PERFORMED BY A CERTIFIED TESTING LABORATORY, WHOSE REPORT SHALL INCLUDE ANALYSIS AND RECOMMENDATIONS FOR SITE PREPARATION IN ORDER TO BEAR THE FOUNDATION LOADS. ABOVE REPORT SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW BEFORE FOUNDATION CONSTRUCTION BEGINS. CONCRETE: REINFORCED CONCRETE CONSTRUCTION SHALL CONFORM TO THE FBC AND ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE". CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD 28 -DAY CYLINDER TESTS PER ASTM C39, AND SHALL BE AS FOLLOWS: fc ABS W/C MIN CEMENTSLUMP USE 2,500 PSI 0.58 470 LBS 5;'+/- 1 ALL SLABS, MONOLITHIC FOOTINGS, SPREAD FTG 3,000 PSI 0.58 470 LBS 5" +/- 1 TIEBEAMS, COLUMNS, WALLS, ELEVATED SLABS CEMENT SHALL CONFORM TO ASTM C150, TYPE 1. FLY ASH CONFORMING TO ASTM C618, TYPE F OR TYPE C, MAY BE USED TO REPLACE UP TO 20% OF THE CEMENT CONTENT, PROVIDED THAT THE MIX STRENGT IS SUBSTANTIATED BY TLST DATA. COARSE AGGREGATE SHALL CONFORM TO ASTM C33 WITH A M XIMUM SIZE OF 3/4". FINE AGGREGATE SHALL BE CLEAN, DURABLE, NATURAL SAND CONFORMING TO ASTM C33. A WATER -REDUCING ADMIXTURE CONFORMING TO ASTM C494, USED IN STRICT ACCORDANCE W TH THE MANUFACTURER'S RECOMMENDATIONS, SHALL BE INCORPORATED IN CONCRETE DESIGN MIXES A HIGH -RANGE WATER -REDUCING ADMIXTURE CONFORMING TO ASTM C494, TYPE F OR G, MAY BE USED IN CON 3RETE MIXES, PROVIDING THAT THE SLUMP DOES NOT EXCEED 8". SLEEVES, OPENINGS, CONDUIT, AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURA DRAWINGS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER BEFORE POURING. NO SLEEVE, OPENING, OR INSERT MAY BE PLACED IN BEAMS, JOISTS, OR COLUMNS UNLESS APPROVED BY THE ENGINEER. CONDUITS EMBEDDED IN SLABS SHALL NOT BE LARGER IN OUTSIDE DIMENSION THAN ONE THIRD OF THE THICKNESS OF THE SLAB AND SHALL NOT BE SPACED CLOSER THAN THREE DIAMETERS ON CENTER. PROVIDE 3/4" CHAMFERS ON ALL EXPOSED CONCRETE EDGES, UNLESS NOTED OTHERWISE. WH RE INDICATED OR REQUIRED, SLOPE CONCRETE SLABS TO DRAINS SHOWN ON PLUMBING AND/OR ARCHITECTURAL DRAWINGS. ALL CONCRETE SHALL BE CURED IMMEDIATELY AFTER FINISHING OPERATIONS. WEATHER RESISTANCE: ALL CONCRETE INCLUDING BALCONY CONCRETE EXPOSED TO CHLORIDES SHALL CONTAIN A CA CIUM-NITRITE BASED CORROSION -INHIBITING ADMIXTURE. THE DOSAGE FOR CONCRETE EXPOSED TO AIRBOR E CHLORIDES SHALL BE MINIMUM TWO GALLONS PER CUBIC YARD. THE WATER CONTAINED IN THE CORROSION -INHIBITING ADMIXTURE SHALL BE USED IN THE CALCULATION OF THE WATER-TO-CEMENTITIOUS RATIO OFT E CONCRETE. PROVIDE RHEOCRETE CNI BY MASTER BUILDERS OR APPROVED EQUIVALENT. OF RECORD IF HEADER/BEAMS SIZE IS NOT SPECIFIED. CONCRETE BALCONIES OR OTHER CONCRETE FLAT SURFACES EXPOSED TO THE WEATHER THR UGHOUT THE LIFE OF THE BUILDING, SHALL BE TREATED WITH A CLEAR NONFLAMMABLE PENETRATING SEALE R OF THE ALKYL_ALKOXY SILANE CLASSIFICATION, SUCH AS SONNEBORN PENETRATING SEALER 20, HYDF OZO ENVIROSEAL 20, OR OTHER APPROVED WEATHER RESISTANT SYSTEM. APPLICATION AND SURFACE PREPARATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. ALL FRAMING NAILS SHALL BE COMMON NAILS AND SHALL BE OF THE SIZE AND NUMBER INDICAT SHORING AND RESHORING: DRAWINGS. MINIMUM NAILING REQ. NOT SHOWN SHALL BE AS INDICATED IN TABLE 2304.9.1 OFT SHORING AND RESHORING SHALL CONFORM TO ACI 347R-88. SHORING AND SUPPORTING FORMWORK SHALL NOT BE REMOVED FROM HORIZONTAL MEMBERS BEFORE CONCRETE STRENGTH IS AT LEAST 70 PERCENT OF DESIGN STRENGTH, AS DETERMINED BY FIELD CURE CYLINDERS. IN ADDITION, SHORING SHALL NOT BE REMOVED WASHERS. SOONER THAN RECOMMENDED BY ACI 347R-88, SECTION 3.7.2.3. FORMWORK SHALL NOT BE REry OVED IN LESS THAN TEN (10) DAYS. ASTM F1554, GRADE 36 ANCHOR ADHESIVES SHALL BE EITHER SET (EPDXY-TIE) OR AT (ARCYLIC PRECAST CONCRETE LINTELS: UNLESS INDICATED OTHERWISE, ALL LINTELS TO BE "U" TYPE PRECAST CONCRETE UNITS EQUAL TO UNITS MANUFACTURED BY CAST _CRETE CORP. AND PRESTRESSED (AND ADDITIONALLY REINFORCED S REQUIRED) IN ACCORDANCE WITH CAST CRETE CORP. "DESIGN MANUAL", LATEST EDITION, FOR THE SPAN AND LOADING CONDITION RELATIVE TO LINTEL LOCATION. LINTEL SIZE IF NOT SHOWN ON THE PLANS SHALL BE 8F8 -1B FOR OPENINGS LESS THAN 10 FEETAND 8F16-1B/1T FOR OPENINGS 10 FEET TO 20 FEET. PROVIDE 8" MINIMUM BEARING FOR LINTELS UNLESS NOTED OTHERWISE. 1T••1 SAWN LUMBER SHALL BE SOUTHERN PINE #2 WITH THE ALLOWABLE FIBER STRESSES PER THE AVVC NATIONAL DESIGN SPECIFICATION. ALL MANUFACTURED LUMBER SHALL BE 2.0E GLUED LAMINATED GEORGIA PACIFIC (OR EQUIV.) AND INSTALLED ACCORDING TO MANUFACTURES RECOMMENDATIONS. ALL HEADERS/BE MS SHOULD BEAR FULLY ON POSTS AND/OR MULTI STUD GROUPS UNLESS NOTED OTHERWISE ON PLANS. C NTACT ENGINEER OF RECORD IF HEADER/BEAMS SIZE IS NOT SPECIFIED. 40 PSF FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY SIMPSON OMPANY OR USP (OR APPROVED EQUAL) AND OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS. HANGERS NOT SHOWN SHALL BE SIMPSON HU OF SIZE RECOMMENDED FOR MEMBER. ALL CONNECTORS SHALL BE GALVANIZED. UNLESS SHOWN OTHERWISE, INSTALL MAXIMUM SIZE AND NUMBER OF FASTENERS SHOWN IN LATEST SIMPSON GATALOG PER C&C ALL FRAMING NAILS SHALL BE COMMON NAILS AND SHALL BE OF THE SIZE AND NUMBER INDICAT D ON THE DRAWINGS. MINIMUM NAILING REQ. NOT SHOWN SHALL BE AS INDICATED IN TABLE 2304.9.1 OFT E FBC. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED ON THE PLANS OR DETAILS. BOLTS AND LAG SCREWS 3HALL CONFORM TO ANSI/ASME STANDARD B18.1. ALL BOLTS AND LAG SCREWS SHALL BE INSTALLED WITH STANDARD CUT WASHERS. 40.6 ALL ANCHOR BOLTS AND THREADED ANCHOR RODS SHALL BE IN ACCORDANCE WITH ASTM A307 GRADE A, OR ASTM F1554, GRADE 36 ANCHOR ADHESIVES SHALL BE EITHER SET (EPDXY-TIE) OR AT (ARCYLIC TIE) BY SIMPSON STRONG -TIE AND INSTALLED ACCORDING TO THE MANUFACTURES INSTRUCTIONS. ALL DRILLED NCHOR HOLES SHALL BE CLEANED OF ALL DEBRIS AND BRUSHED OUT PRIOR TO INSTALLATION OF ANCHOR ADHESIVE, -55.2 ALL WOOD MEMBERS EXPOSED TO EXTERIOR CONCRETE, MASONRY, WEATHER, OR EARTH SHALL BE PRESSURE TREATED LUMBER. ALL NAILS DIRECTLY EXPOSED TO WEATHER SHALL BE GALVANIZED. FASTENER -41.7 REQUIREMENTS IN PRESSURE TREATED LUMBER ARE AS FOLLOWS: ENCLOSED (PROTECTED OPENINGS) ACZA PRESERVATIVE: STANDARD CARBON STEEL. COMPONENTS & CLADDING ACQ & MCQ PRESERVATIVE: HOT DIPPED GALVANIZED. 17.4 SODIUM BORATE: STAINLESS STEEL CONNECTORS & FASTENERS (NOT REQ. FOR 1 17.4 SILL PLATES OVER CONCR. & VAPOR BARRIER NOT DIRECTLY 36.3 EXPOSED TO EARTH OR WEATHER) 36.3 ALL DECKS, GUARDS, PAILS, STAIRS AND OTHER ACCESSORY DECK COMPONENTS SHALL BE CO STRUCTED IN ACCORDANCE WITH AVIC DCA6 PRESCRIPTIVE GUIDE FOR DECK CONSTRUCTION & THE FLORIDA BUILDING CODE, 2017. ALL FASTENERS AND CONNECTORS EXPOSED TO SALT WATER OR LOCATED WITHIN 300 FEET OF A SALT WATER SHORE LINE SHALL BE STAINLESS STEEL GRADE 304 OR 316 ALL EXTERIOR WOOD WALLS WITHOUT OPENINGS SHALL BE CONSIDERED SHEAR WALLS. ALL WC OD DESIGN SHALL BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCT ON, 2015 & WITH THE FLORIDA BUILDING CODE, 2017. PLYWOOD PANELS SHALL CONFORM TO THE REQUIREMENTS OF ' U.S. PRODUCT STANDARD PS -1 FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD" OR APA PRP -108 PERFORMANCE STANDARDS. UNLESS OTHERWISE NOTED, PANELS SHALL BE APA RATED SHEATHING, EXPOSURE 1, F THE THICKNESS AND SPAN RATING SHOWN ON THE DRAWINGS. PLYWOOD INSTALLATION SHALL BE IN CONFORMANCE WITH APA ECOMMENDATIONS. ALLOW 1/8" SPACING AT PANEL EDGES, UNLESS OTHERWISE RECOMMENDED BY THE PAN L MANUFACTURER. ALL SUB -FLOORING, ROOF, AND SHEARWALL SHEATHING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS, EXCEPT AS INDICATED ON THE DRAWINGS. STAGGER ENDS OF ADJACENT PANELS 4'-011 . ROOF SHEATHING SHALL BE BLOCKED, TONGUE -AND -GROOVE, O 2 HAVE EDGES SUPPORTED BY PLYCLIPS. ATTACH PLYWOOD PANELS TO SUPPORTING MEMBERS WITH 10d NAILS SPACED 4" ON CENTER ALONG THE PANEL EDGES AND AT 6" ON CENTER ALONG INTERMEDIATE SUPPORTS, UNLESS NOTED OTHERWISE. SUB -FLOORING SHEATHING SHALL BE UNBLOCKED, EXCEPT AS INDICATED ON DRAWINGS. ATTACH PLYWOOD PANELS TO SUPPORTING MEMBERS WITH 8d NAILS SPACED 4" ONCENTER ALONG THE PANEL EDGES AND AT 8" ON CENTER ALONG INTERMEDIATE SUPPORTS, UNLESS NOTED OTHERWISE. PREFABRICATED WOOD TRUSSES: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. CONTRACTOR SHALL NOT BE RELIEVED FROM RESPONSIBILITY FOR ERRORS OR OMISSIONS IN SHOP DRAWINGS OR MIX DESIGNS BY THE ENGINEER'S REVIEW. DESIGN AND MANUFACTURE IN ACCORDANCE WITH TPI "DESIGN ��PECIFICATIONS FOR METAL PLATE CONNECTED WOOD TRUSSES", LATEST EDITION. ROOF TRUSS LOADING: SEE TRUSS MANUFACTURES SIGNED AND SEAL TRUSS SHOP DRAWINGS FOR APPLICABLE TRUSS DESIGN LOADS. TRUSS LOADINGS SHALL BE BASED ON THE PROJECTS DESIGN LOADS AND THE MINIMUM LOAD REQUIREMENTS SET FORTH BY ASCE 7-10 AND THE FLORIDA BUILDING CODE, 2017 RESIDENTIAL. ALL TRUSS TO TRUSS CONNECTIONS TO BE DESIGNED BY TRUSS MANUFACTURER AND MADE USING TRUSS HANGERS. TRUSS DIAGRAMS, IF SHOWN, ARE DIAGRAMMATIC ONLY. TRUSS DESIGNER TO DETERMINE AND ESTABLISH EXACT HEIGHT, LENGTH, LOCATION, SPACING, AND WEB MEMBER FOR EACH TRUSS. COORDINATE WITH ARCHITECTURAL AND MECHANICAL DRAWINGS FOR ADDITIONAL ITEMS INCLUDING AIR HANDLER LOCATIONS, MECHANICAL ROOMS AND DUCT SPACE AND ROUTING. BUILDER SHALL COORDINATE WITH TRUSS DESIGNER FOR PERM�kNENT TRUSS BRACING. IF NO BRACING INFORMATION IS PROVIDED, BOTTOM CHORD LATERAL BRACING SHALL BE CONTINUOUS FROM ONE END OF THE BUILDING TO THE OTHER AND SHOULD OVERLAP AT LEAST ONE TRUSS SPACE FOR CONTINUITY. LATERAL BRACING SHALL BE NAILED TO EACH TRUSS WITH A MIN. OF (2) 16d NAILS INCLUDING INTERMEDIATE TRUSSES. SEE TRUSS SHOP DRAWINGS FOR OTHER DETAILS AND SPECIFICATIONS FOR BRACING. REINFORCING STEEL: REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, FOR DEFORMED BAR AND ASTM A185 FOR SMOOTH WELDED WIRE FABRIC (WWF), UNLESS OTHERWISE NOTED. REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A706, REINFORCING STEEL SHALL BE SECURELY TIED IN PLACE WITH #16 ANNEALED IRON WIRE. ALL DETAILING AND ACCESSORIES SHALL CONFORM TO ACI DET ILING MANUAL SP 66. PROVIDE CHAIRS, SPACERS, BOLSTERS, AND ITEMS IN CONTACT WITH FORMS WITH HOTDIP GALVANIZED LEGS OR PLASTIC LEGS. ACCURATELY POSITION, SUPPORT, AND SECURE REINFORCEMENT AGAINST DISPLACEMENT BY FORMWORK CONSTRUCTION OR CONCRETE PLACEMENT OPERATIONS. "WET -STICKING" OF REINFORCING IS PROHIBITED. REQUIRED CONCRETE COVER FOR REINFORCING STEEL (UNLESS NOTED OTHERWISE): FOOTINGS 3" BOTTOM AND SIDES, 2" TOP SLABS 3/4" COLUMNS 1-1/2" TO TIES, 2" TOP BEAMS 1-1/2" TO STIRRUPS WALLS 1-1/2" LAP SPLICE CONTINUOUS VERTICAL OR HORIZONTAL BARS IN CONCRETE MEMBERS IN ACCORDANCE WITH ACI 318, LATEST EDITION. FOR CLASS "B" TENSION LAP SPLICES. DO NOT SPLICE CONTINUOUS TOP BARS IN BEAMS AT ENDS OF CLEAR SPANS. DO NOT SPLICE CONTINUOUS BOTTOM PARS IN BEAMS IN CLEAR SPANS BETWEEN SUPPORTS SHOW ALL SPLICES ON SHOP DRAWINGS. SPLICE LOCATIONS AND METHODS SUBJECT TO APPROVAL OF STRUCTURAL ENGINEER. AT SLAB AND WALL OPENINGS PROVIDE A MINIMUM OF (2) #5 BARO ALL FOUR SIDES AND DIAGONALLY. EXTEND THESE BARS A LAP DISTANCE OR A MINIMUM OF 24" PAST THE OP NTNG OR HOOK BARS IF DISCONTINUOUS. DOWEL ALL WALLS AND COLUMNS TO FOOTINGS WITH BAR SIZE AND SPACING TO MATCH VERTICAL REINFORCING UNLESS OTHERWISE SHOWN, MASONRY WALLS: MASONRY UNITS SHALL MEET ASTM C90, TYPE 2. ASSEMBLIES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF fm= 1500. MORTAR SHALL BE TYPE "M" OR "S" AND MEET AST C270. GROUT SHALL BE 2000 PSI MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS IN ACCORDANCE WITH ASTM C476. GROUT SHALL CONSIST OF A MIXTURE OF CEMENTITIOUS MATERIALS AND AGGREGATE TO WHICH SUFFICIENT WATER HAS BEEN ADDED TO CAUSE THE MIXTURE TO FLOW WITHOUT SEGREGATION OF THE CONSTITUENTS. GROUT SHALL HAVE A MAX. COURSE AGGR. SIZE OF 8" & SHALL BE PLACE WITH A SLUMP OF 8 TO 11 INCHES. ALL CELLS CONTAINING VERTICAL BARS, BOND BEAMS, AND ALL CELLS BELOW GRADE SHALL BE FILLED WITH GROUT. MAXIMUM HEIGHT OF GROUT POUR ALLOWED IS 5'-0" UNLESS CLEAN-OUT OPENING IS PROVIDED AT BOTTOM OF CELLS TO BE FILLED. LOCATE CLEAN-OUT OPENINGS IN AREAS NOT EXPOSED TO VIEW. CLEAN OUT OPENINGS SHALL HAVE A MIN, OPENING DIMENSION OF 3 INCHES. UNLESS NOTED OTHERWISE EIGHT INCH MASONRY WALLS SHALL BE PARTIALLY REINFORCED MASONRY WALL CONSTRUCTION WITH #5 AT 48 INCH O.C. IN GROUT FILLED CELLS ADD (1) #5 REINFORCING BAR EACH SIDE OF OPENINGS EXCEEDING 3 FEET, PROVIDE REINFORCING BARS AT CORNERS, INTERSECTIONS, AN EACH SIDE OF OPENINGS. PROVIDE (2) REINFORCING BARS EACH SIDE OF OPENINGS OVER 4 FEET WIDE, AND AS SHOWN ON THE PLANS. PROVIDE HOOKED DOWELS INTO FOOTINGS AND STRUCTURE ABOVE AND/OR BELOW TO PROVIDE CONTINUITY. PROVIDE 9 GAGE GALVANIZED HORIZONTAL JOINT REINFORCING (DUR-O-WAL OR ENGINEER -APPROVED EQUAL) AT 16" O.C. DO NOT PLACE CONDUITS, PIPES, ETC., IN CELLS WITH VERTICAL (REINFORCING. DO NOT RUN CONDUITS, PIPES, ETC., HORIZONTALLY IN CMU WALLS PARALLEL TO LENGTH OF WALL. WHERE MASONRY WALLS ABUT CONCRETE COLUMNS TO BE PLACED PRIOR TO ERECTION OF MASONRY WAL S, PROVIDE DOVETAIL SLOTS BETWEEN COLUMN AND WALLS AND GROUT THE CMU CELL CONTAINING THE DOVETAIL ANCHORS. OTHERWISE, EXTEND CMU HORIZONTAL JOINT REINFORCING THROUGH CONCRETE COLUMN. CONTROL JOINTS SHALL BE PROVIDED IN ALL CONCRETE MASONRY CONSTRUCTION AT LOCATIONS INDICATED ON THE ARCHITECTURAL DRAWINGS. HORIZONTAL WALL REINFORCI G SHALL BE STOPPED EACH SIDE OF CONTROL JOINTS. SEE ARCHITECTURAL DRAWINGS FOR SEALANT REQUIR MENTS AT CONTROL JOINTS. USE METAL LATH OR WIRE SCREEN FOR CAVITY CAPS. SHEET M TAL, FELT, BUILDING PAPER, OR LIKE MATERIALS ARE PROHIBITED. CHEMICAL ADHESIVE ANCHORING IN HOLLOW CELL APPLICATIONS ADHESIVE ANCHORS (EPDXY STYLE) SHALL BE USED IN HOLLOW MU APPLICATIONS FOR STRUCTURAL ANCHORING. ANCHORS SHALL BE TESTED TO ASTM E488 AND ICBO AC58. ICBO AND/OR SBCCI CODE COMPLIANCE IS REQUIRED IN APPROPRIATE AREAS. METRO-DADE COMPLIANC • AND/OR FLORIDA BUILDING CODE COMPLIANCE ARE REQUIRED IN FLORIDA. ANCHORING SYSTEM SHALL INCLUDE THE ADHESIVE, MESH SCREEN (OR UMBRELLA), ANCHOR (OR INSERT) AND WASHER/NUT FOR PROPER ANCHORING. ACCEPTED PRODUCTS ARE ITW RED HEAD ACRYLIC 7. GRANITE 5 OR ENGINEER APPROVED SUBSTITUTION. ADHESIVE SHALL BE MOISTURE INSENSITIVE (ALLOWING INSTALL TIONS IN DAMP OR WATER -FILLED HOLES). ADHESIVE SHALL HAVE A FULL -CURE LOAD OF 2 HOURS OR LESS T 70°F OR SAFETY ISSUES. MESH SCREENS SHALL BE FORMED INTO A CYLINDRICAL SHAPE WITH ONE END CLOSED, ALTERNATELY, UMBRELLA SUPPLIED BY ITW RED HEAD MAY BE USED IN APPROPRIATE APPLICATIONS. THREADED STUDS SHALL CONFORM TO ASTM A36 (STANDARD CARBON STEEL) UNLESS NO ED OTHERWISE. PERMANENTLY EXPOSED STUDS SHALL BE STAINLESS STEEL. NUTS AND WASHERS SHALL CONFORM TO THE SAME SPECIFICATION AS THE SUPPLIED STUD. INSTALLATION SHALL BE IN CONFORMANCE WITH MANUFACTURE 'S PRINTED LITERATURE, INSTALLATION SHALL ALSO INCLUDE BRUSHING AND CLEANING OF DRILLED HOLES WITH COMPRESSED AIR AS INSTRUCTED. INSTALLERS SHALL BE TRAINED BY THE MANUFACTURER'S REPRESENTATIVE. EMBEDMENT SHALL BE AS INDICATED ON THE STRUCTURAL DRAWINGS. DESIGN CRITERIA: DESIGN WAS BASED ON STRENGTH AND DEFLECTION CRITERIA OF THE 2017 FLORIDA BUILDING CODE 6TH EDITION. IN ADDITION TO THE DEAD LOADS, THE FOLLOWING LOADS AND ALLOWABLES WERE USED FOR DESIGN, WITH LIVE LOADS REDUCED PER THE 2017 FBC: a r�' m r�' a a ,ja - - - - O__ WIND PRESSURES ON WALLS & ROOFS 3 EFFECTIVE AREA OF LIVE LOAD DEAD LOAD DEFLECTION ROOF: 20 PSF 15 PSF L/240 - L/180 FLOORS: 40 PSF 15 PSF L/360 - L/240 DECKS: 50 PSF 15 PSF L/360 - L/240 WALLS: PER C&C PER ASCE7-10 L/240 - BRITTLE 10.1 to 20 BELOW TBLE. C3-1 L/180 - FLEXIBLE ULTIMATE WIND SPEED 22.4 130 MPH PER ASCE 7-10 40.6 NOMINAL WIND SPEED: 40.6 101MPH PER FBC R301.2.1.3 20.1 to 50 EXPOSURE -36.4 C PER ASCE 7-10 -55.2 IMPORTANCE FACTOR -85.1 1.0 CATEGORY II -41.7 INTERNAL PRESSURE COEFF +/-0.18 ENCLOSED (PROTECTED OPENINGS) 50.1 to 100 COMPONENTS & CLADDING PRESSURES PER TABLE & CHARTS ON THIS PAGE. 17.4 a r�' m r�' a a ,ja - - - - O__ WIND PRESSURES ON WALLS & ROOFS 3 EFFECTIVE AREA OF ROOF ZONES' EXTERIOR WALLS' OPENING/ROOF ZONE INTERIOR ZONE 1 EDGE ZONE 2 CORNER ZONE 3 INTERIOR ZONE 4 END ZONE 5 0 to 10 24.5 -38.9 24.5 -67.8 24.5 -100.2 42.6 -46.2 42.6 -57.0 10.1 to 20 22.4 -37.8 22.4 -62.4 22.4 -93.8 40.6 -44.2 40.6 -53.2 20.1 to 50 19.5 -36.4 19.5 -55.2 19.5 -85.1 38.1 -41.7 38.1 -48.0 50.1 to 100 17.4 -35.3 17.4 -49.8 1 17.4 1 -73.1 36.3 -39.8 36.3 -44.2 100.1 to 500 - - - - - - 31.8 -35.3 31.8 -35.3 1. WIND PRESSURES SHOWN ABOVE ARE FOR STRUCTURES WITH A MEAN ROOF HEIGHT OF 30 FEET OR LESS WITH A ROOF P11 BETWEEN 2/12 & 6/12 (VERT./HORIZ.). IF THE STRUCTURE IS OUTSIDE THESE PARAMETER PLEASE CONTACT THE ENGINEER. 2. THE EFFECTIVE AREA IS EQUAL TO THE LENGTH ' WIDTH OF THE PROPOSED OPENING OR SPAN. THE WIDTH SHALL BE PERMITTED TO BE NOT LESS THAN 3 OF THE SPAN LENGTH. THE EFFECTIVE AREA FOR FASTENERS SHALL NOT BE GREATER THAN THE TRIBUTARY AREA B/T FASTENERS. 3. ALL WIND PRESSURE VALUES IN POUNDS PER SQ. FT(PSF) & ARE CONSIDERED ULTIMATE VALUES, MULTIPLY VALUES BY 0.6 FOR NOMINAL PRESSURES PER FBC R301.2.1.6 ZONE CHARTS a = 3.0' �a ca �1 �2 OI O ---------- - --------- Z� � OI O �O 'o a GABLE ROOFS a ABBREVIATIONS BM BEAM B/T BETWEEN CONN. CONNECTION CONT. CONTINUOUS CL CENTER LINE CLG CEILING CI'v,U CONCRETE MASONRY UNIT DI- DEAD LOAD EOR ENGINEER OF RECORD EXT. EXTERIOR FBC FLORIDA BUILDING CODE (2017, 6TH EDITION) FIFE FINISHED FLOOR ELEVATION FTG FOOTING FPA FLORIDA PRODUCT APPROVAL INT. INTERIOR G LENGTH LL LIVE LOAD LVL LAMINATED VENEER LUMBER (2.OE, 1 4" WIDE MIN. U.N.O.) MAX. MAXIMUM MIN. MINIMUM OR "OR" MEANS THAT EITHER OPTION PROVIDED IS SUFFICE FOR THE APPLICATION O.C. ON CENTER SPACING OPT OPTIONAL OSB ORIENTED STAND BOARD (APA RATED MIN.) PCF POUNDS PER SQUARE FEET PLYW. PLYWOOD (APA RATED MIN.) PSF POUNDS PER SQUARE FEET PSI POUNDS PER SQUARE INCH SS STAINLESS STEEL STAGG. STAGGERED SPF SPRUCE -PINE -FIR SYP SOUTHERN YELLOW PINE (No. 2 MIN.) SW SHEAR WALL T/G TOGETHER T&G TONGUE AND GROOVE TYP TYPICAL U.N.O. UNLESS OTHERWISE NOTED W/ WITH w/o WITHOUT WELDED WIRE MESH OR FABRIC WALLS SHEETINDEX S-1 STRUCTURAL NOTES & SPECIFICATIONS S-2 FOUNDATION & FRAMING PLAN S-3 TRUSS PLAN & DETAILS S-4 THRU S-6 STRUCTURAL DETAILS LOCATION OF SECTION CUT SYMBOL LEGEND w I- 0 VIEW DIRECTION DETAIL/SECTION NUMBER WALL SECTION 1 S - LOCATION OF SECTION CUT SHEET No. WHERE SECTION IS LOCATED. c!1 z DETAIL/SECTION NUMBER ELEVATION 1 S-1 VIEW DIRECTION SHEET No. WHERE O SECTION IS LOCATED. DETAIL/SECTION NUMBER DETAIL 1 S-1 SHEET No. WHERE SECTION IS LOCATED. CALL OUT 7 CUT/ MATCH LINE y ELEVATION DATUM SLAB STEP (INCHES) h a REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED BY: DATE: - w I- 0 c!1 z O z O > V W C I Ce O z W LU -� W LLI LL O z I- -�U < z w W r zm D 0 U U z U) 1= C < Z - NJ U) O J m N Q U ao M V o N Liu LL. �o z M Lu N M Q a> Ce z0 . d' V Lu O .� 01 U. z w Q V � Q O mass PROJECT #: BURS -30 DESIGNED: KCM DRAWN: KCM SCALE: AS NOTED ISSUED: 6/12/18 REVISION -1: REVISION -2: C,,, A9Z ,. a No 35 � ' •• STATE O F I � ONA "-- SHEET S-1 z 0 _ V) F- 0 w z 0 Z 0 V) Z Lu D Z Lu > (D w U z Q p w J V) O r) J J Z 5= Lu w Z Z Lu z ry o' Q 0 czw z LU Z 0 w a' 3 O 0 rvw OV) ry 00 �Q Oz �0 z� Qp Z Z �0 <0 rQ OLL N J Z O0 =Z w z �E pp LIJ UQ OpU- Lij� �> w o' p � Z OQ LuU = w w U mJ F- J OQ zV) J rk, Q =O V)U v)Q Lu u Z0 OU U w z< V X w 0 pry p a_ Z OL - J r) gLU � w wp Z z0 w �r" �Q 3:11) C,iZ Z O � w Q� � p Uui J w J W z Z0 Z Q� w w w Lu = Z. (D = z3w Z cn F- Z ct�0 QN 2Z � w o� 0. TE16 0 i� v TE16 34'-8" 12'-11 " 21 '-9" 42 SW18 � SW18 I MA8I Al 6 4.. -4- K S-4 ELEV -0'-4" MA12 MA8 L - 14" M -A 12 _J I ALL SLABS: 4" DEEP POURED CONC, SLAB W/ 6X6, #10/10 W.W.W. OR FIBERMESH REINF. OVER 6 MIL VAPOR BARRIER OVER CLEAN COMPACTED FILL. jk 0'-0" FIN. FLR. ELEV. (ASSUMED DATUM) SW18 11'-7" 0 MAI 2 -44"- ELEV " ELEV -0'-4" SWC TE16 11'-3" 15-7" 3 S-4 MA12 1 1 4'-0"� MAI 2 0 ih I 6" 4'-4" I SW18 I 14'-4" _ _MA12 _ oily ELEV -0'-0" 4 -MA8 SW1 34'-8" 7 91 S-4 = C O C? TE8 - 16-0" - - 19'-1" - FOUND TION PLAN SCA -E: 4 = 1'-0" 5 S-4 S-4 1 S-4 STRUCTURAL SHEATHING LEGEND co W r G] � V z Q 0 cWc V C 22 O U V CSG p m Q O U 1. ALL WOOD STRUCTURAL SHEATHING SHALL BE APA RATED, EXPOSURE 1. ZONE 1 ZONE 2 ZONE 3 TYPE SHEATHING ALL -THREAD RODS 2. STRUCTURAL WOOD PANELS NOMINAL THICKNESS & SPAN RATINGS SHALL MEET NAIL EDGE/FIELD NAIL EDGE/FIELD NAIL EDGE/FIELD SW -2 THE FOLLOWING MINIMUM REQUIREMENTS: SHINGLE 7/16" AT ENDS 32" O.C. 2 16" ALLOWABLE FOR THE CORRESPONDING WALL HEIGHT. 3. ALL WALLS WITH 7/16" =.437" THICKNESS - 24/16 SPAN RATING 15/32" =.469" THICKNESS - 32/16 SPAN RATING (ROOF) OSB/PLY 8d R.S. 6"/12" o.c. 8d R.S. 6"/12" o.c. 8d R.S. 6"/6" o.c. METAL 15/32" 8d R.S. 6"/12" o.c. 8d R.S. 6"/12" o.c. 8d R.S. 6"/6" o.c. (ROOF)OSB/PLY w/ 3"x3"xg" SQUARE WASHER & NUT. PLACE ANCHOR ON EACH SIDE OF SILL PLATE 2X4 SPF STUD PERPENDICULAR TO THE ROOF SUPPORTS. 12" - 4. SHEATHING/SUBSTRATES & FASTENINGS FOR EACH ROOFING TYPE SHALL BE IN TILE19/32" PLY 10d 6"/12" O.C. 8d R.S. 6"/12" O.C. 8d R.S. 6"/6" O.C. (ROOF) 16" R.S. 2x BLOCKING SHALL BE USED IN ROOF ZONES 2 & 3 FOR ALL EDGE SHEATHING FASTENING. z � J Q W W LL SHEAR WALL LEGEND 16" FLOOR 23/32" T&G 10d OR GLUED & NAILED - EDGES: 6" o.c; FIELD: 12" O.C. OSB/PLY 8d R.S. 7. MINIMUM END STUDS FOR EACH SHEAR WALL SECTION ARE SHOWN IN TABLE ABOVE AND SHALL BE CONSTRUCTED PER THE TYPICAL CORNER FRAMING DETAIL. PORCH 3/8" 8d EDGES: 6" o.c; FIELD: 12" o.c. CEILINGS OSB/PLY WALLS OSBMIN.) OSB/PLY SEE SHEAR WALL LEDGED & DETAILS co W r G] � V z Q 0 cWc V C 22 O U V CSG p m Q O U 1. ALL WOOD STRUCTURAL SHEATHING SHALL BE APA RATED, EXPOSURE 1. FASTENING ANCHORS END STUD GROUPS w FIELD ALL -THREAD RODS 2. STRUCTURAL WOOD PANELS NOMINAL THICKNESS & SPAN RATINGS SHALL MEET 7/16" 8d AT 6" 8d AT 12" 4' O.C. 6' O.C. 2 SW -2 THE FOLLOWING MINIMUM REQUIREMENTS: 8d AT 6" 8d AT 6" AT ENDS 32" O.C. 2 16" ALLOWABLE FOR THE CORRESPONDING WALL HEIGHT. 3. ALL WALLS WITH 7/16" =.437" THICKNESS - 24/16 SPAN RATING 15/32" =.469" THICKNESS - 32/16 SPAN RATING 16" o z 16" 16" 16" SPECS. \ 19/32" =.594" THICKNESS - 40/20 SPAN RATING 2X6 No. 2 SPF 24"* 24"* 23/32" =.719" THICKNESS - 48/24 SPAN RATING 16" 24' * 3. ALL ROOF SHEATHING SHALL BE INSTALLED WITH THE LONG DIMENSION M w/ 3"x3"xg" SQUARE WASHER & NUT. PLACE ANCHOR ON EACH SIDE OF SILL PLATE 2X4 SPF STUD PERPENDICULAR TO THE ROOF SUPPORTS. 12" - 4. SHEATHING/SUBSTRATES & FASTENINGS FOR EACH ROOFING TYPE SHALL BE IN 12" 1 - ACCORDANCE w/ THE FLORIDA PRODUCT APPROVAL. 16" FASTEN BTM. PLATES TO FLOOR FRAMING PER TYPICAL WALL SECTIONS. SEE 5. ALL NAILS SHALL BE RING SHANK NAILS U.N.O. 16" 16" 6. 2x BLOCKING SHALL BE USED IN ROOF ZONES 2 & 3 FOR ALL EDGE SHEATHING FASTENING. z � J Q W W LL SHEAR WALL LEGEND ID SHEATHINGEDGES FASTENING ANCHORS END STUD GROUPS w FIELD ALL -THREAD RODS BTM, PLATE ANCHORS SW -1 7/16" 8d AT 6" 8d AT 12" 4' O.C. 6' O.C. 2 SW -2 7/16" 8d AT 6" 8d AT 6" AT ENDS 32" O.C. 2 LOAD BEARING STUDS SUPPORTING 1. ALL SHEATHING MUST BE MINIMUM OF 16" RATED OSB OR PLYWOOD & FASTENED PER THE TYPICAL DETAILS. 75;W WALL HEIGHT (FLEXIBLE FINISH) I I I w ROOF ONLY 2. SHEATHING MAY BE INSTALLED HORIZONTALLY OR VERTICALLY. ALL HORIZONTAL EDGES MUST BE FULLY BLOCKED 16" 16" Z M 16" w/ 2x FRAMING LAID FLAT AGAINST BACK SIDE OF < > 2X4 No. 2 SPF W LISTED, THE STUD SIZE AND GRADE IS NOT SHEATHING FOR NAILING. 3. A MINIMUM GAP OF 8" AT SHEATHING JOINTS MUST BE MAINTAINED. - ' n 16" 16" ALLOWABLE FOR THE CORRESPONDING WALL HEIGHT. 3. ALL WALLS WITH 4. HOLDOWNS/TIE DOWNS MUST BE PLACED AT EACH END OF SHEARWALL, U.N.O. SEE FRAMING PLAN/DETAILS FOR HOLDOWNS TYPES, LOCATIONS, & INSTALLATION 16" 16" 16" 16" 16" SPECS. \ I`ri 2X6 No. 2 SPF 24"* 24"* 5. ALL THREADED RODS & SILL ANCHORS SHALL BE A MIN. OF 2' IN DIA. 16" 24' * 24"* 16" M w/ 3"x3"xg" SQUARE WASHER & NUT. PLACE ANCHOR ON EACH SIDE OF SILL PLATE 2X4 SPF STUD 16" 12" - - SPLICE. 12" 1 - 2X4 No. 2 SPF 16" FASTEN BTM. PLATES TO FLOOR FRAMING PER TYPICAL WALL SECTIONS. SEE 16" - 16" 16" 16" DETAILS FOR INSTALLATION SPECS. 6. EXTERIOR STUCCO FINISH REQUIRES A MIN. 15/32" RATED SHEATHING INSTALLED HORIZONTALLY w/ 2x FLAT WISE BLOCKED EDGES. 2X6 SPF STUD 16" ^ ' ` v O 16" 16" 16" 16" 16" 2X6 No. 2 SPF 16" 7. MINIMUM END STUDS FOR EACH SHEAR WALL SECTION ARE SHOWN IN TABLE ABOVE AND SHALL BE CONSTRUCTED PER THE TYPICAL CORNER FRAMING DETAIL. O 16" ^' ` V 24"* 16" 8. SHEARWALL FASTENING SHOULD < BE CONSTRUCTED PER THE SHEARWALL LEGEND & DETAIL, U.N.O. LL BEARING WALL STUD LEGEND LOAD BEARING STUDS SUPPORTING STUD TYPE WALL HEIGHT (STUCCO FINISH) WALL HEIGHT (FLEXIBLE FINISH) 8' 9' 10' 12' 8' 9' 10' ROOF ONLY 2X4 SPF STUD 16" 16" 12" - 16" 16" 16" > 2X4 No. 2 SPF 16"16" LISTED, THE STUD SIZE AND GRADE IS NOT 16" - 16" 16" 16" ALLOWABLE FOR THE CORRESPONDING WALL HEIGHT. 3. ALL WALLS WITH 2X6 SPF STUD 16" 16" 16" 16" 16" 16" 16" I`ri 2X6 No. 2 SPF 24"* 24"* 16" 16" 24' * 24"* 16" M ROOF &FLOOR 2X4 SPF STUD 16" 12" - - 16" 12" 1 - 2X4 No. 2 SPF 16" 16" 16" - 16" 16" 16" 2X6 SPF STUD 16" 16" 16" 16" 16" 16" 16" 2X6 No. 2 SPF 16" 16" 16" 16" 24" 24"* 16" til U Q 8d COMMON 0.131" 2 2" J 00 M Q 10d x 1 2" 0.148" 1 2" TYPE, UNLESS NOTED OTHERWISE ON THE FRAMING PLAN. 2. IF THE STUD SPACING IS NOT V 3" > 0.120" 1.0 LISTED, THE STUD SIZE AND GRADE IS NOT �-7r O V �N U ALLOWABLE FOR THE CORRESPONDING WALL HEIGHT. 3. ALL WALLS WITH �G•• z OCIS 1 - 4" 1 - 4" (*) STUD SPACING OF 24" O.C. SHALL HAVE THE SHEATHING ._.. N/A THICKENED EDGE FTG. I`ri ON f\ INSTALLED HORIZONTALLY WITH THE LONG DIMENSION PERPENDICULAR TO THE z Lij -o M Z r-- M N 1. THE ABOVE STUD SPACING ARE THE MAXIMUM ALLOWABLE STUD SPACING FOR THE DIAMETER Q 8d COMMON 0.131" 2 2" REFERENCED LOADING CONDITIONS, WALL HEIGHT, EXTERIOR CLADDING TYPE, AND STUD 0.113" Q 10d x 1 2" 0.148" 1 2" TYPE, UNLESS NOTED OTHERWISE ON THE FRAMING PLAN. 2. IF THE STUD SPACING IS NOT V 3" > 0.120" 2 $" LISTED, THE STUD SIZE AND GRADE IS NOT �-7r O z O U ALLOWABLE FOR THE CORRESPONDING WALL HEIGHT. 3. ALL WALLS WITH �G•• N/A THICKENED EDGE OCIS 1 - 4" 1 - 4" (*) STUD SPACING OF 24" O.C. SHALL HAVE THE SHEATHING (2) #5 EACH WAY N/A N/A THICKENED EDGE FTG. INSTALLED HORIZONTALLY WITH THE LONG DIMENSION PERPENDICULAR TO THE Lij V) STUDS AND ALL EDGES BLOCKED w/ 2x FLAT WISE STUDS. 4. IF PROJECT HAS REQUIREMENTS OUTSIDE THE PARAMETERS OF THIS TABLE, Z ,C U / / CONTACT ENGINEER BEFORE CONSTRUCTION. ��.•. ¢ ` L. L. FASTENER LEGEND Q O „ Ln■■ ■ ■ ■ ■ NAIL DIAMETER LENGTH 8d COMMON 0.131" 2 2" 8d RINGSHANK 0.113" 22- 8"10d 10d x 1 2" 0.148" 1 2" 10d COMMON 0.148" 3" 10d RINGSHANK 0.120" 2 $" 12d COMMON 0.148" 3 4" 16d COMMON 0.162" 3 2" 1. ALL NAILS SHALL BE COMMON NAILS TYPE MARK WIDTH UNLESS OTHERWISE NOTED ON THE THICKNESS PLANS. SW18 2. INSTALL 10d NAILS IF NOT CONT. OTHERWISE NOTED ON THE PLANS. PROJECT #: BURS -30 3. INSTALL THE APPROPRIATE 8" FASTENERS FOR PRESSURE 1' - 0" TREATED LUMBER. SEE NOTES ON DESIGNED: KCM SHEET S-1.0. CONT. FRAMING LEGEND STRUCTURAL WALLS ® OPENING HEADER BEAMS 9 FRAMING PLAN PORCH BEAMS S-4 SCALE: 1/4" = F-0" ® POSTS/COLUMNS FOUNDATION SCHEDULE TYPE MARK WIDTH LENG. THICKNESS REINFORCING TYPE BOTTOM TOP ITRANSVERSE SW18 1'- 6" CONT. 1' - 0" (2) #5 CONTINUOUS N/A N/A EXTERIOR STEMWALL MA8 8" CONT. 1' - 0" N/A 1) #4 CONT. IN STE N/q NON-BEARING STEP FTG. MAI 2 1' - 0" CONT. 1' - 0" (2) #5 CONTINUOUS N/A N/A INTERIOR MONOLITHIC TE8 8" CONT. 1' - 0" (1) #5 CONTINUOUS N/A N/A THICKENED EDGE TE16 1 - 4" 1 - 4" 1' _ p (2) #5 EACH WAY N/A N/A THICKENED EDGE FTG. ALL EXTERIOR WALLS NOT LABELED AS SHEARWALLS SHALL BE CONSIDERED SHEARWALL "SW-1"AND CONSTRUCTED ACCORDING TO THE SHEARWALL LEGEND, U.N.O. OFFICE COPY 0 1/2" THREADED ROD w/ 3"SQ. WASHER FROM DBL. TOP 1 -STORY 2 -STORY PLATE TO FTG. DRILL & EPDXY w/ MIN. 7" EMBEDMENT. PLACE WITHIN 10" OF ALL CORNERS & 3" OF HEADER STUD GROUP OR TRUSS BEARING WHERE SHOWN. No. OF PLIES SIZE OF HEADER (2) 2X - QUANTITY QUANTITY OF JACK STUDS (EACH OF KING STUDS(EACH SIDE OF OPENING) SIDE OF OPENING) PLACE DBL. STUD GROUP UNDER PORCH BEAM BEARING IN EXTERIOR WALL. NOTCH BEAM AT TOP PLATE & FASTEN STUD GROUP TO PORCH BEAM W/ (1) MSTA 18 STRAP OR LTS18 TWIST STRAP. FASTEN STUD GROUP TO FOUNDATION w/ (1) LTT19 HOLDOWN. INSTALL HTT5 HOLDOWNS AT SHEARWALL ENDS. FASTEN TO ❑B FTG. w/ $" THREADED RODS DRILLED AND EPDXIED MIN, 7" EMBED. FILL ALL HOLES w/ 16d NAILS. DRAWN: KCM SCALE: AS NOTED ISSUED: 6/12/18 REVISION -1: 7/17/18 REVISION -2: ;� �� •• • s 9TH. 0 No .x' ST.4 E O F 1(/ `S/O N AL SHEET S-2 U w rV 0 U U- rV Lu > Z 0 z 0 z w z w > (D w Z w w z Z w z rVrV Q 0 ryZ w V) z 0 w rV ry 0 0 Q OV) 00 �Q Oz �0 Z QO Z Z �0 Qn owZ ' Q 0L/) 00 w z 2 n UQ 0� oLij� °> �o 0:�z OQ � U V) w Lu U mJ OQ z= V) J d/ Q =O �U cn Q r� w� w Z UO ZU O U w z~ 0 Q cn X 00 oa_ QQ JnQOff Q:� w w �__ 0 Q N :�iZ Z0 Lu w o' o' Q 3V) NZ UO zN w Q :E o- o 0 U U -i J w J Z z0 Z C):� w LU w Lu zi _ z~ w Z cn �z QO Z � w 00 v Ln TE16 1 S-4 0 a� 4 TE16 I I I SW18 II 12'-11" SW18 6 ELEV -0'-4" S-4 MAI 2 1 S-4 ALL SLABS: 4" DEEP POURED CONC, SLAB W/ 6X6, #10/10 W.W.W. OR FIBERMESH REINF. OVER 6 MIL VAPOR BARRIER OVER CLEAN COMPACTED FILL. ik 0'-0" FIN. FLR. ELEV. IRV (ASSUMED DATUM) C. L, 34'-8" MAI 2 SW18J�j / 11 '-7.. 4'-0" 6 _ S-4 MAI 2� - o MA12 `!' r -4 ELEV -0'4" Y 6„ swu1 - TE16 11'-3" 15'-7" 3 S-4 4'-4" 21'-9" lo 5'-42" S W 18 MA81 I MA8 SW18 SW18 1 1 5 II S-4 MAI 2 - -- - -- - C. L. Mie ELEV -0'-0" - MA8 SW1 34'-8" 7 _� II S-4 a NT w a 0 J cy)ly 0 I I O N r> II 3 TE8 - 16-0" FOUND TION PLAN SCALE: 4' = i'-0" 0 S-4 1 S-4 FRAMING PLAN SCALE: 1/4" = 1'-0" ALL EXTERIOR WALLS NOT LABELED AS SHEARWALLS SHALL BE CONSIDERED SHEARWALL "SW -1" AND CONSTRUCTED ACCORDING TO THE SHEARWALL LEGEND, U.N.O. STRUCTURAL SHEATHING LEGEND ALL WOOD STRUCTURAL SHEATHING SHALL BE APA RATED, EXPOSURE 1. ZONE 1 ZONE 2 FOUN DATION SCHEDULE SHEATHING ALL -THREAD RODS TYPE MARK WIDTH LENG. THICKNESS REINFORCING BOTTOM TOP TRANSVERSE TYPE SW18 V-6, CONT. 1' - 0" (2) #5 CONTINUOUS N/A N/A EXTERIOR STEMWALL MA8 8" CONT. 1' - 0" N/A (1) #4 CONT. IN STEPN/A 6712" o.c. NON-BEARING STEP FTG. MAI 2 1' - 0" CONT. 1'- 0" (2) #5 CONTINUOUS N/A N/A INTERIOR MONOLITHIC TE8 8" CONT. 1' - 0" (1) #5 CONTINUOUS N/AN/A PERPENDICULAR TO THE ROOF SUPPORTS. THICKENED EDGE TE16 1 - 4" 1 - 4" 1 _ p (2) #5 EACH WAY N/A N/A THICKENED EDGE FTG. 6" /12" o.c. 8d R.S. 676" o.c. (ROO 16" R S 2x BLOCKING SHALL BE USED IN ROOF ZONES 2 & 3 FOR ALL EDGE SHEATHING FASTENING. z Q J S-4 1 S-4 FRAMING PLAN SCALE: 1/4" = 1'-0" ALL EXTERIOR WALLS NOT LABELED AS SHEARWALLS SHALL BE CONSIDERED SHEARWALL "SW -1" AND CONSTRUCTED ACCORDING TO THE SHEARWALL LEGEND, U.N.O. STRUCTURAL SHEATHING LEGEND z O _Q Ll - 04 L) U L 924 n 1. ALL WOOD STRUCTURAL SHEATHING SHALL BE APA RATED, EXPOSURE 1. ZONE 1 ZONE 2 ZONE 3 TYPE SHEATHING ALL -THREAD RODS 2. STRUCTURAL WOOD PANELS NOMINAL THICKNESS & SPAN RATINGS SHALL MEET NAILEDGE/FIELD 8d AT 6'' NAIL EDGE/FIELD NAIL EDGE/FIELD SW -2 THE FOLLOWING MINIMUM REQUIREMENTS: SHINGLE 7/16" AT ENDS 32" O.C. 2 16" ALLOWABLE FOR THE CORRESPONDING WALL HEIGHT. 3. ALL WALLS 7/16" =.437" THICKNESS - 24/16 SPAN RATING 15/32" =.469" THICKNESS - 32/16 SPAN RATING (ROOF) OSB/PLY 8d R.S. 6712" o.c. 8d R.S. 6712" o.c. 8d R.S. 6"/6" o.c. METAL 15/32" 8d R.S. 6"/12" o.c. 8d R.S. 6712" O.C. 8d R.S. 6"/6" o.c. (ROOF)OSB/PLY ROOF &FLOOR 2X4 SPF STUD PERPENDICULAR TO THE ROOF SUPPORTS. 12" - 4. SHEATHING/SUBSTRATES & FASTENINGS FOR EACH ROOFING TYPE SHALL BE IN 12" 19/32" PLY 10d 6 712" o.c. 1 8d R.S. 6" /12" o.c. 8d R.S. 676" o.c. (ROO 16" R S 2x BLOCKING SHALL BE USED IN ROOF ZONES 2 & 3 FOR ALL EDGE SHEATHING FASTENING. z Q J W = WLL SHEAR WALL LEGEND 16" FLOOR 23/32" T&G OSB/PLY 10d OR 8d R.S. GLUED & NAILED - EDGES: 6" o.c; FIELD: 12" o.c. PORCH CEILINGS 3/8" OSB/PLY 8d EDGES: 6" o.c; FIELD: 12" o.c. 1 16" 7/16"(MIN.) 24'* WALLS OSB/PLY SEE SHEAR WALL LEDGED & DETAILS z O _Q Ll - 04 L) U L 924 n 1. ALL WOOD STRUCTURAL SHEATHING SHALL BE APA RATED, EXPOSURE 1. FASTENING ANCHORS END STUD GROUPS EDGES FIELD ALL -THREAD RODS 2. STRUCTURAL WOOD PANELS NOMINAL THICKNESS & SPAN RATINGS SHALL MEET 7/16" 8d AT 6'' 8d AT 12" 4' O.C. 6' O.C. 2 SW -2 THE FOLLOWING MINIMUM REQUIREMENTS: 8d AT 6" 8d AT 12" AT ENDS 32" O.C. 2 16" ALLOWABLE FOR THE CORRESPONDING WALL HEIGHT. 3. ALL WALLS 7/16" =.437" THICKNESS - 24/16 SPAN RATING 15/32" =.469" THICKNESS - 32/16 SPAN RATING 16" o z 16" 16" 16" 16" 16" 19/32" =.594" THICKNESS - 40/20 SPAN RATING 2X6 No. 2 SPF 24'* 24"* 23/32" =.719" THICKNESS - 48/24 SPAN RATING 16" 24° 3. ALL ROOF SHEATHING SHALL BE INSTALLED WITH THE LONG DIMENSION z� ROOF &FLOOR 2X4 SPF STUD PERPENDICULAR TO THE ROOF SUPPORTS. 12" - 4. SHEATHING/SUBSTRATES & FASTENINGS FOR EACH ROOFING TYPE SHALL BE IN 12" - M ACCORDANCE w/ THE FLORIDA PRODUCT APPROVAL. 16" 16" 5. ALL NAILS SHALL BE RING SHANK NAILS U.N.O. 16" 16" 6. 2x BLOCKING SHALL BE USED IN ROOF ZONES 2 & 3 FOR ALL EDGE SHEATHING FASTENING. z Q J W = WLL SHEAR WALL LEGEND ID SHEATHING FASTENING ANCHORS END STUD GROUPS EDGES FIELD ALL -THREAD RODS BTM. PLATE ANCHORS SW -1 7/16" 8d AT 6'' 8d AT 12" 4' O.C. 6' O.C. 2 SW -2 7/16" 8d AT 6" 8d AT 12" AT ENDS 32" O.C. 2 1. ALL SHEATHING MUST BE MINIMUM OF 16" RATED OSB OR PLYWOOD & FASTENED ui PER THE TYPICAL DETAILS. Z w 2. SHEATHING MAY BE INSTALLED HORIZONTALLY OR VERTICALLY, ALL HORIZONTAL :D M EDGES MUST BE FULLY BLOCKED w/ 2x FRAMING LAID FLAT AGAINST BACK SIDE OF W SHEATHING FOR NAILING. ' ^ 3. A MINIMUM GAP OF 8" AT SHEATHING JOINTS MUST BE MAINTAINED. V 2 r 4. HOLDOWNS/TIE DOWNS MUST BE PLACED AT EACH END OF SHEARWALL, U.N.O. SEE FRAMING PLAN/DETAILS FOR HOLDOWNS TYPES, LOCATIONS, & INSTALLATION UL SPECS. 5. ALL THREADED RODS & SILL ANCHORS SHALL BE A MIN. OF -!.'IN DIA. w/ 3"x3"< Z SQUARE WASHER & NUT. PLACE ANCHOR ON EACH SIDE OF SILL PLATE SPLICE. FASTEN BTM. PLATES TO FLOOR FRAMING PER TYPICAL WALL SECTIONS. SEE DETAILS FOR INSTALLATION SPECS. ^ ' 6. EXTERIOR STUCCO FINISH REQUIRES A MIN. 15/32" RATED SHEATHING INSTALLED ` v HORIZONTALLY w/ 2x FLAT WISE BLOCKED EDGES. O 7. MINIMUM END STUDS FOR EACH SHEAR WALL SECTION ARE SHOWN IN TABLE ABOVE O ^ , AND SHALL BE CONSTRUCTED PER THE TYPICAL CORNER FRAMING DETAIL. 8. SHEARWALL FASTENING SHOULD BE CONSTRUCTED PER THE SHEARWALL LEGEND & DETAIL, U.N.O. LL BEARING WALL STUD LEGEND LOAD BEARING STUDS SUPPORTING STUD TYPE Uj WALL HEIGHT (FLEXIBLE FINISH) V 8' 9' 10' ROOF ONLY 2X4 SPF STUD 16" 1. ALL SHEATHING MUST BE MINIMUM OF 16" RATED OSB OR PLYWOOD & FASTENED ui PER THE TYPICAL DETAILS. Z w 2. SHEATHING MAY BE INSTALLED HORIZONTALLY OR VERTICALLY, ALL HORIZONTAL :D M EDGES MUST BE FULLY BLOCKED w/ 2x FRAMING LAID FLAT AGAINST BACK SIDE OF W SHEATHING FOR NAILING. ' ^ 3. A MINIMUM GAP OF 8" AT SHEATHING JOINTS MUST BE MAINTAINED. V 2 r 4. HOLDOWNS/TIE DOWNS MUST BE PLACED AT EACH END OF SHEARWALL, U.N.O. SEE FRAMING PLAN/DETAILS FOR HOLDOWNS TYPES, LOCATIONS, & INSTALLATION UL SPECS. 5. ALL THREADED RODS & SILL ANCHORS SHALL BE A MIN. OF -!.'IN DIA. w/ 3"x3"< Z SQUARE WASHER & NUT. PLACE ANCHOR ON EACH SIDE OF SILL PLATE SPLICE. FASTEN BTM. PLATES TO FLOOR FRAMING PER TYPICAL WALL SECTIONS. SEE DETAILS FOR INSTALLATION SPECS. ^ ' 6. EXTERIOR STUCCO FINISH REQUIRES A MIN. 15/32" RATED SHEATHING INSTALLED ` v HORIZONTALLY w/ 2x FLAT WISE BLOCKED EDGES. O 7. MINIMUM END STUDS FOR EACH SHEAR WALL SECTION ARE SHOWN IN TABLE ABOVE O ^ , AND SHALL BE CONSTRUCTED PER THE TYPICAL CORNER FRAMING DETAIL. 8. SHEARWALL FASTENING SHOULD BE CONSTRUCTED PER THE SHEARWALL LEGEND & DETAIL, U.N.O. LL BEARING WALL STUD LEGEND LOAD BEARING STUDS SUPPORTING STUD TYPE WALL HEIGHT (STUCCO FINISH) WALL HEIGHT (FLEXIBLE FINISH) 8' 9' 10' 12' 8' 9' 10' ROOF ONLY 2X4 SPF STUD 16" 16" 12" - 16" 16" 16" > 2X4 No. 2 SPF 16" 16" 16" - 16" 16" 16" ALLOWABLE FOR THE CORRESPONDING WALL HEIGHT. 3. ALL WALLS 2X6 SPF STUD 16" 16" 16" 16" 16" 16" 16" CN 2X6 No. 2 SPF 24'* 24"* 16" 16" 24° 24"* 16" z� ROOF &FLOOR 2X4 SPF STUD 16" 12" - - 16" 12" - M 2X4 No. 2 SPF 16" 16" 16" - 16" 16" 16" 2X6 SPF STUD 16" 16" 16" 16" 16" 16" 16" 2X6 No. 2 SPF 16" 16" 1 16" 16" 24'* 24"* 16" 1. THE ABOVE STUD SPACING ARE THE MAXIMUM ALLOWABLE STUD SPACING FOR THE U QCq 8d COMMON 0.131" 2 2" REFERENCED LOADING CONDITIONS, WALL HEIGHT, EXTERIOR CLADDING TYPE, AND STUD TYPE, o0 M 2 8" •-� 0.148" 1 2" UNLESS NOTED OTHERWISE ON THE FRAMING PLAN. 2. IF THE STUD SPACING IS V 3" > 0.120" 2 e" NOT LISTED, THE STUD SIZE AND GRADE IS NOT 0.148" O V C) Lt) ALLOWABLE FOR THE CORRESPONDING WALL HEIGHT. 3. ALL WALLS O (*) WITH STUD SPACING OF 24" O.C. SHALL HAVE THE SHEATHING LLQ *tz CN LL Z z� �O Lu 4. IF PROJECT HAS REQUIREMENTS OUTSIDE THE PARAMETERS OF THIS TABLE, r-- N Q U M I M 1. THE ABOVE STUD SPACING ARE THE MAXIMUM ALLOWABLE STUD SPACING FOR THE ,Z QCq 8d COMMON 0.131" 2 2" REFERENCED LOADING CONDITIONS, WALL HEIGHT, EXTERIOR CLADDING TYPE, AND STUD TYPE, """' 2 8" •-� 0.148" 1 2" UNLESS NOTED OTHERWISE ON THE FRAMING PLAN. 2. IF THE STUD SPACING IS V 3" > 0.120" 2 e" NOT LISTED, THE STUD SIZE AND GRADE IS NOT 0.148" O 16d COMMON0.162" U ALLOWABLE FOR THE CORRESPONDING WALL HEIGHT. 3. ALL WALLS O (*) WITH STUD SPACING OF 24" O.C. SHALL HAVE THE SHEATHING LLQ LL INSTALLED HORIZONTALLY WITH THE LONG DIMENSION PERPENDICULAR TO THE STUDS AND ALL EDGES BLOCKED w/ 2x FLAT WISE STUDS. 4. IF PROJECT HAS REQUIREMENTS OUTSIDE THE PARAMETERS OF THIS TABLE, ■--. Q U CONTACT ENGINEER BEFORE CONSTRUCTION, Va FASTENER LEGENDO 140,Q Ln �- ■ ■ .... NAIL DIAMETER LENGTH 8d COMMON 0.131" 2 2" 8d RINGSHANK 0.113'' 2 8" 10d x 1 2" 0.148" 1 2" 10d COMMON 0A48" 3" 10d RINGSHANK 0.120" 2 e" 12d COMMON 0.148" 3-1- 16d COMMON0.162" 3 2" 1. ALL NAILS SHALL BE COMMON NAILS UNLESS OTHERWISE NOTED ON THE PLANS. 2. INSTALL 10d NAILS IF NOT OTHERWISE NOTED ON THE PLANS. PROJECT #: BURS -80 3. INSTALL THE APPROPRIATE FASTENERS FOR PRESSURE TREATED LUMBER. SEE NOTES ON DESIGNED: KCM SHEET S-1.0. FRAMING LEGEND O STRUCTURAL WALLS ® OPENING HEADER BEAMS PORCH BEAMS ® POSTS/COLUMNS 0 1/2" THREADED ROD w/ 3"SQ. WASHER FROM DBL. TOP 1 -STORY 2 -STORY PLATE TO FTG. DRILL & EPDXY w/ MIN. 7" EMBEDMENT. PLACE WITHIN 10" OF ALL CORNERS & 3" OF HEADER STUD GROUP OR TRUSS BEARING WHERE SHOWN. No. OF PLIES SIZE OF HEADER (2) 2x - QUANTITY QUANTITY OF JACK STUDS (EACH OF KING STUDS(EACH SIDE OF OPENING) SIDE OF OPENING) PLACE DBL. STUD GROUP UNDER PORCH BEAM BEARING IN A EXTERIOR WALL. NOTCH BEAM AT TOP PLATE & FASTEN STUC GROUP TO PORCH BEAM W/ (1) MSTA 18 STRAP OR LTS18 TWIST STRAP. FASTEN STUD GROUP TO FOUNDATION w/ (1) LTT19 HOLDOWN. DRAWN: KCM SCALE: AS NOTED ISSUED: 6/12/18 REVISION -1: REVISION -2: C MAA/ � 0 5 a U III rV 0 U r U - Lu Z 0 0 w Z 0 Z 0 z Lu z Lu C� Lu V) z Q ry 0 Lu J < U (100 Z n U J J Z Fvw Lu Z Z w z rVrV < O Lkfz Lu z O w ry 0 o= 0 _ 3 < � w u -c/) 00 � Q Oz >-0 z� <0 z z afO �o 0 < o V, Lu 00 = z 3w z:�i C)n LU u< o>- O0�f CL_ Lu > 0:�o 0:� z 0< �U V) w Ly U CD J F- J 0< Z= J v) J ry <p U �< w� w (j -7 z0 OU U w Z < 0 _< N X 00 12� << JQ <w � w Lu n <V) ::, Z Z 0 w Lu ry a�< z (30 ZV) Z w < :�i D:fn n Ury J w w Z_ z0 _Z �w LU w w Z_ _ Z3w Z cn �Z <° 2Z r,, w 00 TRUSS NOTES: 1. TRUSSES MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS TO THE STRUCTURAL LOAD BEARING WALLS SHOWN ON I HE POINTS FRAMING PLAN. UPLIFT/CONNECTOR 2. TRUSSES, GIRDERS, AND BEAM TIE DOWNS TO BE SIZED PER TRUSS MANUFACTURERS UPLIFT CALCULATIONS. ANY QUES I IONS AS UPLIFT/CONNECTOR TO THE SIZE, TYPE, OR VALUE OF A NAIL, STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUCTURAL ENGINEER. 3. GYPSUM CEILING: FASTENING SHALL BE IN ACCORDANCE w/ TABLE R702.3.5 OF THE F BC. 4. ALL INTERIOR LOAD BEARING WALLS TO BE 2X4 #2 SPF @ 24" O.C. UP TO 12-0" HEIGHT. INTERIOR LOAD BEARING WALLS Ah()VE 12'-0" TO BE 2X4 #2 SPF @ 16" O.C. UNLESS OTHERWISE NOTED. 5. GABLE END SHEATHING SHALL BE NAILED WITH 8d NAILS AT 4" O.C. ALONG EDGES AND 6" O.C. IN FIELD. 6. TABLE 2304 9.1 OF THE FLORIDA BUILDING CODE 2014 5TH ED., NAILING REQUIREMENTS ARE IN ADDITION TO THE STRAPPIN(; I REQUIREMENTS. _L:A10 7. PROVIDE 5/8" TYPE X GYP. BD. @ GARAGE CLG. BENEATH HABITABLE SPACE & 1/2" MIN GYP. BD. @ GARAGE SIDE WALLS & UNDERSIDE OF STAIRWAY IF USED AS ACCESSIBLE SPACE. 8. ALL TRUSS BRACING AND TRUSS TO TRUSS CONNECTIONS SHALL BE IN ACCORDANCE WITH THE APPROVED SET OF TRUSS SHOP DRAWINGS. 9. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING DIMENS1014S AT THE JOB SITES FOR TOLERANCES, CLEARANCES, QUANTITIES, FABRICATION PROCESS AND AND TECHNIQUES OF CONS FRUCTION, COORDINATION OF HIS WORK WITH OTHER TRADES AND FULL COMPLIANCE WITH THE CONTRACT DOCUMENTS. 10. UPLIFTS LOADS TAKEN FROM TRUSS ENGINEERING PREPARED AND CERTIFIED BY DOUGLAS FLEMING, P.E. #66648 DTE. 05/24/18 OVER FRAMING NOTES: 1. ALL ROOF FRAMING MATERIALS SHALL BE No. 2 SOUTHERN YELLOW PINE (SYP) AT 24" O.C., U.N.O. 2. ALL ROOF RAFTERS AND COLLAR TIES TO BE A MIN. OF 2x6 No. 2 SYP. RIDGE BOARDS TO BE MIN. OF 2x8 No. 2 SYP. 3. ALL SLEEPERS TO BE A MIN. OF 2x8 No. 2 SYP FASTENED TO EACH TRUSS/RAFTER BELOW w/ (4) 16d NAILS. 4. FASTEN ROOF RAFTERS TO RIDGE BOARDS AND "SLEEPERS" W/ SIMPSON A35 CLIPE, U.N.O. 5. FASTEN COLLAR TIES TO ROOF RAFTERS W/ (5) 16d NAILS AT EACH END. A04 6. COLLAR TIES SHALL NOT TO BE FASTENED HIGHER THAN 2/3 OVERALL ROOF RAFTE HEIGHT. TRUSS TO TOP PLATE CONNECTOR S¢HEDULE TRUSS TRUSS END INTERIOR BEARING POINTS TRUSS END UPLIFT/CONNECTOR UPLIFT/CONNECTOR UPLIFT/CONNECTOR UPLIFT/CONNECTOR ALL TRUSSES** <600# / 1 N/A U N/A <600# / 1 w L I _L:A10 A09 A08 S-3 A07 1. SIMPSON SDWC15600 TRUSS SCREWS THROUGH TOP PILTES/HEADERS INTO TRUSSES ** MULTI -PLY TRUSSES MUST HAVE (1) UPLIFT CONNECTOR PER TRUS PLY UNLESS NOTED OTHERWISE. FASTEN ROOF SHEATHING TC TRUSSES w/ 8c NAILS AT 3" O.0 ROOF TRUSSES, SEE TRUSS PLANS FASTEN BRACE TO BTM. TRUSS CHORDS w/ (3) 10d TOE NAILS FASTEN BRACE TO TOP PLATES w/ (4) 10d NAILS FASTEN ROOF SHEATHING TO TRUSSES w/ 8d NAILS AT 3" O.C. ROOF TRUSSES,SEE TRUSS PLANS FASTEN BTM. TRUSS CHORD TO TOP PLT. w/ 10d TOE NAILS AT 3" O.C. ROOF TRUSS ROOF TRUSS OOF SHEATHING ER SHEATHING EDGED ON RAMING PLAN 2x4 No. 2 SPF BRACE B/T TRUSSES AT 12" O.C. ON TOP OF WALL ABOVE BRACING FOR INTERIOR SHE R WALLS ONL ROOF SHEATHING PER SHEATHING LEDGED ON FRAMING PLAN ABOVE BRACING FOR INTERIOR SHEAR WALLS ONLY TRUSS TO�TRUSS TO SHEARWALL BRMCING rCJ23 CJ22 CJ21 CJ24 CJ22 CJ23 ma 12'11" 21'9" 0o r- N co r- N N N w U U U co N tivj� OF U U U rCJ23 CJ22 CJ21 CJ24 CJ22 CJ23 ma 12'11" 21'9" 0o r- N co r- N N N w U U U f11'7" 4' TRUSS PLAN SCALE: 1/4"= 1'-0" CJ23 CJ22 CJ21 0 N JOB: 545118 LOC: 1202 JASMINE ST PLAN: DESIGNER: RH PITCH: 6/12 OVERHANG: 16" WIND CODE: 130 MPH - EXP C - CLOSED 1' CORNER JACKS TO BE CONVENTIONALLY FRAMED WITH 2X6 #2 SYP OR BETTER ALL TRUSS PLATES ARE ALPINE PLATES ALPINE WAVE PLATE APPROVAL # 1999.3 ALPINE HS PLATE APPROVAL # 1999.2 - 9'-0" BRG HGT 2X6 No. 2 SYP BLOCKING FOR BRACE ATTACHMENT. FASTEN FASTEN DIAGONAL B/T TRUSSES w/ AT TOP CHORDS BRACE TO BLOCKING w/ w/ (3) 10d NAILS EACH END (7) 10d NAILS 2x6 No. 2 SYP DIAGONAL BRACE 48" O.C. U.N.O. ADD 2x4 T -BRACE TO / DIAGONAL BRACE w/ 45° MAX \ 10d NAILS AT 3" O.C. IF BRACE LENGTH EXCEEDS 8'-0" 2x4 No. 2 SYP, 8'-0" LG., LATERAL BRACE AT 48" O.C. TYP. FASTEN TO EACH TRUSS w/ (3) 10d OR (2) 16d NAILS, TYP. DIAGONAL BRACING LATERAL BRACING 2x4 No. 2 SYP BLOCKING/NAILERS B/T BRACES. FASTEN TO TOP PLATE w/ 10d NAILS AT 8" O.C. GABLE END TRUSS VERTICALS INSTALL SIMPSON GBC CLIP (2) REQ. AT EACH BRACE. FASTEN BTM. CHORD OF TRUSS TO TOP PLT. w/ 10d NAILS AT 8" O.C. GABLE END BRACING DETAIL 2x BLOCKING B/T OUTLOOKERS. FASTEN TO ROOF DECK & TOP CHORD(TOE-NAILS) w/ 8d NAILS AT 3" O.C. 2x FASCIA FASTENED TO OUTLOOKERS w/ (2) 16d NAILS EACH 2x4 No. 2 SYP OUTLOOKER AT 24" O.C. FASTEN OUTLOOKER TO TOP CHORD OF GABLE END TRUSS w/ (1) H2.5A CLIP. FILL ALL HOLES w/ 8d NAILS, FASTEN SHEATHING TO GABLE END TRUSS PER TRUSS PLAN FASTEN (1) MSTA18 AT 48" O.C.,TYP. FASTEN (1) MSTA12 AT 48" O.C.,TYP. OFFICE COPY w F - Q 0 z 0 0 V � o O z U 00M O Ln N Z4t C-4 1 0% N Zug.. d�-O LjN Lu N M Zp__j Nd-� C7 Q > d- a z Oz Ov Lu OLn o� Z U Va Q 0 IRV \I =npomms ■■ ■ PROJECT #: BURS -30 DESIGNED: KCM DRAWN: KCM SCALE: AS NOTED ISSUED: 6/12/18 REVISION -1: REVISION -2: SHEET S-3 OF \1 co LLQ w L I _L:A10 A09 A08 S-3 A07 A06 A05 I N N A04 A01 1 S-3 O 't v Imm� N A02 S-3 A03 1'3"1 A 1 1 1'3" 1'8" M O N L1! CIO B 12 O o N B 13 co N N N U U I B14 f11'7" 4' TRUSS PLAN SCALE: 1/4"= 1'-0" CJ23 CJ22 CJ21 0 N JOB: 545118 LOC: 1202 JASMINE ST PLAN: DESIGNER: RH PITCH: 6/12 OVERHANG: 16" WIND CODE: 130 MPH - EXP C - CLOSED 1' CORNER JACKS TO BE CONVENTIONALLY FRAMED WITH 2X6 #2 SYP OR BETTER ALL TRUSS PLATES ARE ALPINE PLATES ALPINE WAVE PLATE APPROVAL # 1999.3 ALPINE HS PLATE APPROVAL # 1999.2 - 9'-0" BRG HGT 2X6 No. 2 SYP BLOCKING FOR BRACE ATTACHMENT. FASTEN FASTEN DIAGONAL B/T TRUSSES w/ AT TOP CHORDS BRACE TO BLOCKING w/ w/ (3) 10d NAILS EACH END (7) 10d NAILS 2x6 No. 2 SYP DIAGONAL BRACE 48" O.C. U.N.O. ADD 2x4 T -BRACE TO / DIAGONAL BRACE w/ 45° MAX \ 10d NAILS AT 3" O.C. IF BRACE LENGTH EXCEEDS 8'-0" 2x4 No. 2 SYP, 8'-0" LG., LATERAL BRACE AT 48" O.C. TYP. FASTEN TO EACH TRUSS w/ (3) 10d OR (2) 16d NAILS, TYP. DIAGONAL BRACING LATERAL BRACING 2x4 No. 2 SYP BLOCKING/NAILERS B/T BRACES. FASTEN TO TOP PLATE w/ 10d NAILS AT 8" O.C. GABLE END TRUSS VERTICALS INSTALL SIMPSON GBC CLIP (2) REQ. AT EACH BRACE. FASTEN BTM. CHORD OF TRUSS TO TOP PLT. w/ 10d NAILS AT 8" O.C. GABLE END BRACING DETAIL 2x BLOCKING B/T OUTLOOKERS. FASTEN TO ROOF DECK & TOP CHORD(TOE-NAILS) w/ 8d NAILS AT 3" O.C. 2x FASCIA FASTENED TO OUTLOOKERS w/ (2) 16d NAILS EACH 2x4 No. 2 SYP OUTLOOKER AT 24" O.C. FASTEN OUTLOOKER TO TOP CHORD OF GABLE END TRUSS w/ (1) H2.5A CLIP. FILL ALL HOLES w/ 8d NAILS, FASTEN SHEATHING TO GABLE END TRUSS PER TRUSS PLAN FASTEN (1) MSTA18 AT 48" O.C.,TYP. FASTEN (1) MSTA12 AT 48" O.C.,TYP. OFFICE COPY w F - Q 0 z 0 0 V � o O z U 00M O Ln N Z4t C-4 1 0% N Zug.. d�-O LjN Lu N M Zp__j Nd-� C7 Q > d- a z Oz Ov Lu OLn o� Z U Va Q 0 IRV \I =npomms ■■ ■ PROJECT #: BURS -30 DESIGNED: KCM DRAWN: KCM SCALE: AS NOTED ISSUED: 6/12/18 REVISION -1: REVISION -2: SHEET S-3 U w 0 r ry w z 0 V) 0 z w z 0 z 0 Z W 0 Z w > w V) Z Q n Lu J Q U 0 n U J J z w Lu Z Z Lu z rVrV Q O Z Lu V) z 0 w ry 0 w 0 3 Q�fw ON 00 afQ Oz �0 zI__ QO z z zz �0 CLn ck�Q ON w z 00 =Z 3w Z� 00 UQ r ry Ow Ll - c> L' rY p ry Z OQ n�'z Lu U �w Lu U � J �J OQ Z= J V) J CY QO NU v� Q a� w z UO ZU O U w r— ZQ 0 _:�E N X 00 oCL 0- <Q J n QOL fl� w Lu QN �Z w 0 w Q �Z Z O Z Lu Q� LI:o 0 U� J Z z0 Z w LU w Lu = z 0 _ Z ~ w :�: Z V, �z �0 z LU 00 CMU HEADER BLOCK w/ (1) #5 BAR CONTINUOUS 8"x16" CMU STEMWALL. FILL REINFORCED CELLS SOLID ADD (1) #4 MIN. IN FOOTING FOR BRICK LEDGE 4" CONCRETE SLAB W/ 6X6 VlAxl.4 OR FIBERMESH OVER 6 MIL VAPOR BARRIER & CLEAN COMPACT FILL VERTICAL REINFORCING TO BE (1) #5 AT 48" O.C. & ATCORNERS w/ MIN. 7" BEND AT BOTTOM 12" MIN. BEND INTO \• SLAB, U.N.O. STEMWALL FOOTI qG. SEE SCHEDULE FOR SIZE AND REI qFORCING. BEARING SOILS TO BE —� j f\ /,v COMPACTED & FREE OF DELETERIOUS MATERIALS STEMWALL FOOTING NOTE: CONTACT ENGINEER IF STEMWALL EXCEEDS 48", FROM T.O.S TO FOOTER (6 COURSES). POST w/ HOLDOWN. SEE FRAMING PLANS & DETAILS FOR SPECS. SEE TYP. STEMWALL DETAIL FOR SPECS. \ N SEE FOOTING SCHEDULE `t GR E \\ \ "PAD FOOTING FOR CH POST SUPPORT.SEE PLAN & SCHEDULE FOR SIZE, $` \ LOCATION, & REINFORCING N �0� _ SEE TYP. STEMWALL w co • ' ' DETAIL & SCHEDULE FOR fJJ//J "Jj jf j SIZE & REINFORCING SEE FOOTING /SCHiEDULE\� 3 STEMWALL FTG. & PAD NOTE: CONTACT ENGINEER IF STEMWALL EXCEEDS 48", FROM T.O.S TO FOOTER (6 COURSES). 4" CONCRETE SLAB W/ 6X6 WI1.4x1.4 OR FIBERMESH. F.F.E.. VAPOR BARRIER (6 -MIL \ MIN.) OVER CLEAN'"",''\/"4ir� \/\/ COMPACTED FILL SCHEDULE INTERIOR MONOLITHIC FOOT NG SEE FOOTING SCHEDULE FOR SIZE AND REINFORCING INTERIOR MONOLITHIC FOOTING !1) #4 BAR IN STEP 4" CONCRETE SLAB W/ CONTINUOUS 6X6 W1.4x1.4 OR FIBERMESH. 4" F. F. E. �4 SE ARCH. PLANS �k —. ? VAPOR BARRIER (6 -MIL 8"x8" MIN.) OVER CLEAN FOOTING COMPACTED FILL AT STEP CURB STEP FOOTING U -BLOCK w/ (1) #5 BAR CONTINUOUS 8"x16" CMU STEMWALL, FILL REINFORCED CELLS SOLID ADD (1) #4 MIN. IN FOOTING FOR BRICK LEDGE C14i GRADE \ 'Fy,," " \ ,. F `I L HEIGHT OF CURB VARIES w/ SLOPE OF GARAGE OR STEP FILL SLAB TO STEMWALL JOINT w/ ELASTOMERIC SEALANT FILLER. 4" CONCRETE SLAB W/ 6X6 W1.4x1.4 OR FIBERMESH OVER 6 MIL VAPOR BARRIER & CLEAN COMPACT FILL 1— VERTICAL REINFORCING TO BE (1) #5 AT 48" O.C. & AT CORNERS w/ MIN. 7" BEND AT BOTTOM & 12" BEND INTO U -BLOCK, U.N.O. — STEMWALL FOOTER. SEE SCHEDULE FOR SIZE AND REINFORCING. BEARING SOILS TO BE -- COMPACTED & FREE OF DELETERIOUS MATERIALS r.-')IGARAGE/STEP STEMWALL FOOTING NOTE: CONTACT ENGINEER IF STEMWALL EXCEEDS 48", FROM T.O.S TO FOOTER (6 COURSES). FORM & POUR SHOWER s MIN. CURB/RECESS w/ (1) #4 CONTIN. HEIGHT OF CURB PER SHOWER RECESS 8"x16" CMU STEMWALL. FILL 2X6 (3) NAILS PER PLY 2X8 REINFORCED CELLS SOLID 2X10 (5) NAILS PER PLY 2X12 (6) NAILS PER PLY ADD (1) #4 MIN. IN GRADE FOOTING FOR BRICK - LEDGE \ \"LU • , \� FfJf NG L. 4" CONCRETE SLAB W/ 6X6 W1.4x1.4 OR FIBERMESH OVER 6 MIL VAPOR BARRIER & CLEAN COMPACT FILL VERTICAL REINFORCING TO BE (1) #5 AT 48" O.C. & AT CORNERS w/ MIN. 7" BEND AT BOTTOM & 12" MIN. BEND INTO SLAB, U.N.O. STEMWALL FOOTER. SEE SCHEDULE FOR SIZE AND REINFORCING. BEARING SOILS TO BE COMPACTED & FREE OF DELETERIOUS MATERIALS 4 EXTERIOR STEMWALL AT SHOWER NOTE: CONTACT ENGINEER IF STEMWALL EXCEEDS 48", FROM T.O.S TO FOOTER (6 COURSES). 12" RECESS (CMU ONLY) 4" CONCRETE (1) 4 BAR IN STEP CONTIN. (FOR SLAB W/ 6X6 GARAGE ONLY) W1.4x1.4 OR CURB HEIGHT VARIES, SEE ARCH FIBERMESH. FLANS. AA SCHEDULE (NTERIOR MONOLITHIC FOOTING. SEE VAPOR BARRIER (6 -MIL FOOTING SCHEDULE FOR SIZE AND MIN.) OVER CLEAN RE=INFORCING COMPACTED FILL INTERIOR MONO. STEPDOWN FTG. MIN. 16" APA RATED OSB ROOF DECK, SEE STRUCTURAL SHEATHING LEGEND 2x FASCIA FASTEN TO TRUSS/RAFTER TAILS w/ (2) 16d NAILS, TYP. SEE TRUSS PLAN OR ROOF FRAMING PLAN FOR ROOF TO TOP PLATE CONNECTIONS, APA RATED OSB/PLYWOOD SHEATHING. SEE SHEARWALL LEGEND FOR FASTENING AND OTHER SHEATHING SPECS. AI I THREAD TIE DOWN RODS FROM TOP PLATE TO FOUNDATION, SEE FRAMING PLAN FOR SIZE, LOCATIONS, & INSTALL SPECS. 1 LOOR SYSTEM: FASTEN FI OOR TRUSS/JOISTS/RIM BOARD TO TOP PLATE.PER I YPICAL WALL SECTIONS ROOF SYSTEM: FASTEN TRUSSES/RAFTERS TO TOP PLATE PER TRUSS PLAN OR ROOF FRAMING PLAN TYPICAL WALL SHEATHING PEI: SHEAR WALL LEGEND ON FRAMING PLAN FOUNDATION: ANCHORS REQ. A- FOUNDA I ION & WITHIN 3" MAX OI KING/CRIPPLE UNIT, U.N.O. SEE FRAMING PLAN & SHEARWALI LEGEND FOR REC FLOON SYSTEM: FASTEN SILL BAND/RIM BOARD PER TYPIC WALL SECTIOI 2x SPF BLOCKING/NAILER — PRE-ENGINEERED TRUSSES OR B.T EACH TRUSS OR ALONC CONVENTIONAL ROOF FRAMING. TOP PLATE(PARALLEI SEE TRUSS PLAN OR ROOF TRUSSES). FASTEN TO DBL FRAMING PLAN. TOP PLATE w/ 10d NAILS Al 3" O.0 GYPSUM WALL BOARD, FASTEN PER FBC MIN 8" PLYWOOD OR OSE TABLE R702.3.5 FASTENED TO PORCH CEILINC ROOF FRAMING w/ 8d NAILS AT 6' O.C. ALONG EDGES & 12" O.C. IN (2) 2x No. 2 SYP TOP PLATE FASTENED w/ 2 FIELD, BLOCK ALL UNSUPPORTED ROWS OF. 1 31x3" NAILS AT 12" O.C. EDGE STAGGERED. MINIMUM 48" LAP WITH (24) OR 131x3" NAILS IN LAP, 1x4 OR 2x4 No. 2 SYP AT 12" O.C. wi (2) .131x3" NAILS AT EACH TRUSS INTERSECTION GYPSUM WALL BOARD, FASTEN PER FBC TABLE R702.3.5 2x EXTERIOR WALL STUDS. SEE BEARING WALL STUD LEGEND FOR MIN. REQ. 2x No. 2 SYP PT BOTTOM PLATE. FASTEN TO FOUNDATION w/ MIN. 2" ANCHOR BOLTS PER SHEARWALL LEGEND. SEE FOUNDATION PLAN FOR FOOTING DETAILS. TYPICAL WALL SECTION KING STUDS TO HEADER NAILING 2X6 (3) NAILS PER PLY 2X8 (4) NAILS PER PLY 2X10 (5) NAILS PER PLY 2X12 (6) NAILS PER PLY 9.5" LVL (5) NAILS PER PLY 11 Z'LVL (6) NAILS PER PLY 14" LVL (7) NAILS PER PLY 16" LVL (8) NAILS PER PLY PLACE VERTICAL STEP DOWN VARIES PER REINFORCEMENT ON ELEVATION CHANGE. EACH SIDE OF FOOTING CONTACT ENGINEER IF THICKENED EDGE SLAB, SEE ELEV CHANGE STEP IS MORE THAN 24" FOOTING SCHEDULE FOR SIZE & REINFORCING 4" CONCRETE SLAB W/ 6X6 = W1.41.4 OR FIBERMESH .., JI d �--�.. ---•——.------ --- ` 48 AR0LAR � � � , a.f� �„ a ' a. T VAPOR BARRIER (6 -MIL ' SEE FOOTING MIN.) OVER CLEAN SCHUDLE COMPACTED FILL USE Z -BAR FOR STEP DOWN. 48 BAR B LAP H MIN. 12” MAINTAIN 48 BAR OR H EX FEND BOT. BARS DIAMETERS FOR SPLICES FROM FOOTING -1 INTO INTO EACH FOOTING. FOOTING -2 A MIN. OF 8". $ STEPPED FOOTING i THICKENED EDGE SLAB TYPICAL HEADER DETAIL TYPICAL EXTERIOR BEARING WALL. SEE FRAMING PLAN & TYPICAL WALL SECTIONS TYPICAL WALL FOUNDATIONS. SEE FOUNDATION PLAN & DETAILS THREADED ROD TIE DOWN ANCHORS FROM UPPER MOST TOP PLATE TO FOUNDATION ON EACH SIDE OF OPENING. SEE FRAMING PLAN FOR SIZE, LOCATION, & INSTALL SPECS. HEADER BEAM PER FRAMING PLAN. FASTEN TOGETHER W/ (2) ROWS OF 10d NAILS @ 8" O C. SEE FRAMING PLAN FOR SIZES. FASTEN KING STUD TO HEADER BEAM PER TABLE SHOWN ON THIS DETAIL KING & JACK STUDS PER FRAMING PLAN, TYP. FASTEN KING & JACK STUDS TOGETHER w/ (2) ROWS OF .131 x 3" NAILS AT 8" STAGGERED, TYP. NAIL SILLS & PLATES TO JACKS W/ (3) .131 x 3" TOENAILS OR ENDNAIL, TYP. TYP, WALL FRAMING PER FRAMING PLAN. FASTEN TO PLATES w/ (2) .131 x 3" END NAILS OR (3) .131 x 3" TOENAILS, TYP. IN. THREADED DD ANCHOR V. 3"x3"X 1/4" SQUARE \SHER & NUT TYP. DBL. 2x TOP PLATE DRILL & EPDXY INTO FTG. PER TYPICAL ANCHOR DETAIL BELOW THREADED ROD HOLD DOWN MIN. 3"x3"X 1/4" SQUARE MANUF. TRUSSES OR VENTIONALLY FRAMED F PER SHOP DRAWINGS (OR TRUSS PLAN 2x SPF BLOCKING/NAILERS BT EACH TRUSS OR ALONG TOP OF BEAM(PARALLEL TRUSSES). FASTEN TO BEAM w/ 10d NAILS AT 3" O.C. PORCH BEAMS. SEE FRAMING PLAN FOR SIZES. FASTEN EACH �'ORCH BEAM TO POST (3) 16d TOE -NAILS & (1) MSTA24 STRAP SIMPSON STRAP. PORCH FRAMING DETAIL 11 PRESSURE TREATED PO POST. SEE PLAN FOR S12 LOCATION ABU66Z POST BASE. FILL ALL HOLES w/ 16d NAILS. ABU44:. z" ANCHOR BOLT OR THREADED ROD. ABU66: e" ANCHOR BOLT OR THREADED ROD. ABU88: (2) t' ANCHOR BOLTS OR THREADED ROD. WASHER &NUT EDGE OF WASHER TO BE --� �� WITHINOF SHEATHED SIDE OF WALL DBL. TOP PLATE. FASTEN T/G PER DETAILS. TYP. CORNER STUD GROUP SILL PLATE CORNER 2x FRAMING (2) ROWS OF 10d NAILS AT 8" O.C. INTO TRIPLE GROUP USE 10d NAILS 8" O.C. FOR STI GRO No. 2 SYP PT. PORCH POST. SEE PLAN FOR SIZE & LOCATION SIMPSON ABU HOLDOWN. SEE DETAIL FOR SPEC. PORCH POST FTG. SEE FOUNDATION PLAN & DETAILS LAP TOP & BTM. STUDS IN TOP PLATES AT ALL CORNERS. FASTEN STUDS TOGETHER w/ (5) 16d NAILS -L PLATE PLAN NOTE: ADD (1) ADDITIONAL ROW OF NAILS AT EACH STUD FACE FOR 2X6 & 2X8 FRAMING CORNER FRAMING DETAIL 1..7 ABU44Z (ABU66, ABU88 similar) \\ TYP 2x P.T. SOLE PLATE THREADED ROD:DRILL & EPDXY 1/2" THREADED ROD w/ MIN. 7" EMBEDMENT INTO FOUNDATION. OR TYPICAL ANCHOR TITEN HD:2" TITEN HD ANCHOR 12"LG. 14 TYPICAL ANCHOR DETAILS OFFICE COPY LLJ f— n V) Z O z LnLuF" _Q W N 0 z U j p W -j < W UJ U. - W � I- p —�U J --� Z W W Z Up�Z — � N J O �A' m N _ I �— V 00M Q\ V O Ln N Z z� �O t� N M v J a>¢ N Z o z o V Ltd OONU. Z Q U ce �a O low =nNONE ■ ■ NONE PROJECT #: BURS -30 DESIGNED: KCM DRAWN: KCM SCALE: AS NOTED ISSUED: 6/12/18 REVISION -1: REVISION -2: ,4# e 803 3 �' S TAT E O F 0 N A M� \NN SHEET S-4 U w ry 0 U_ w Z O O U_ Z O V) Z O LO Z LU 0 z LU > LU V) V) Z_ Q 0 LU J Q U O 0 U J ,Jn V Z LU LU Z Z LU Z rVrV Q 0 01 U_ z UJ V) Z 0 Z LU O rV O Q�w oVD Oo �Q OZ 0 Z,- E)- 77 ,- ozz �0 0-o 11�Q 0< 00 = CIO w Z2 00 w ---j U �Q 0U_ 0clef rV w> LU CZ C) �z OQ 0�,z LU V) w UJ U m F- J OQ Z= J J 0/ QO _ �- V�U v� Q w� LU Z UO ZU oLi Z~ QQ N X 00 0� Za- n Q w Q� w LU 0 QN Z z0 LU LU ryQ 3V) �z zLn Z Q� r Q 0 LU ULU J z ZZ z �w LU w w Z� 0= Z3 Z V, �Z Qo 1�iz LU 00 0 n O C.P 0 N 199. �Pb 9% (7.36) SF I D. 1/2" REBAR 7.0 (NO 1. D.) 6.5 (6.90) (6.25 0%-.-- X o^ O WEST 14th ST-REET (50.0 FOOT RIGHT OF WAY) L 0 T 2 00 1+ 1 -STORY FRAME No. 1212 102.12' (FIELD) FD. 1 /2" IRON 102.0 9 (PLAT) (6.33) (W/CAP) 6.31) (5.59 D.33) 5.01) (5.37) (5.49) �- ) "�"t" (4.6 8 ) 71Z 202 JASMINE STREET FFE = 8.5'. ZONE "X -{ ryW (S ADED) NE "AE" (ELEV 5') -1 -0 O N CEJ o D v~i IX (4.50) (6.32) 9 3 6. 4 III!6.5 5.87 0.6' - FD. 1/2" IRON (NO 1. D.) 0 �oaO `V Co (4.42) 6" BERM 6" BERM SIF SF S 102.0 (PLAT) 5.37 102.23' (FIELD) L 0 T 4 LEGEND PRE -DEV. SPOT L. POST -DEV. GRAD S SF- SILT FENCE POST -DEV. FLOW PTH. 1. CONTRACTOR SHALL INSTALL AND MAINTAIN SILT FENCE AS SHOWN IN DETAIL PROVIDED. 2. CONTRACTOR SHALL INSTALL GUTTERS FOR ROOF RUNOFF COLLECTION. GUTTERS SHALL BE CONNECTED TO STORMWATEF RESERVOIR. DRAINAGE PLAN SCALE: I"= 10' (5.84) 6.13 WOOD POWER POLE (5..64) 12. L2 GUY -� WIRE 5.70 DRIVEWAY IVEWAY (6.03 .1 Ul 0 0 O /'� 0 ( / V D i� (5.10 SF &19� , (5.60 Q lr, FD. 1/2" REBAR (4.84) (W/CAP)(4.82) I (2.65)BOTTOM (4.74) (5.65) (4.81) BENCHMARK SET NAIL & DISK ELEV(5.37) NAVD (88) 5.44 6.32) SANITARY MANHOLE (6.E1)TOP 6.29 BENCHMARK FF) O SET NAIL & DISK ELEV(6.07) D NAVD (88) < M M Z 97) (5.70 (5.,-4 fuer R City of Atlantic Beach - Drainage Calculations Drainage Criteria Section 24-66 of the City of Atlantic Beach's Zoning, Subdivision, and Land Development Regulations requires that the difference between pre and postdevelapmenctvolume ofstorm°+va:e- runoff be stored on site.. Volume of Runoff is defined as V = CAR/12 V = Volume of Runoff C = Coefficent of Runoff (C=0.6 (50% max imperviousness), C=0.4(25% max imperviousness, C=0.2(0% imperviousness)] A = Area of Lot (SCI: -FT) R = 25yr/24hr rainfall depth (9.3 inches for Atlantic Beach) Predevelopement Runoff Volume Lot Area (A) 51aci sgft Rational Runoff Coefficent C Type Area (sgft) Lot Area(seift) 'C" Weighted impervious 1372 311J1; 1 0.27 Previous SFR Pervious 3743 510o 0.2 0.15 Runoff foefficient C = 0.42 Rainfall Depth R 913 inches :�redevelopement Volume ,1V) 1643 cubic ft Post Development Runoff Volume Lot Area JAI 5100 sgft Rational Runoff Coefficent C. Type Area (sgft) Lot Area(sclft) °C" Weighted C Impervious 2402 5100 1 0.47 5ImP. 47'_ Pervious 2698 5100 0.2 0.11 Runoff Coefficient C = 0.58 Rainfall Depth R 9.3 1.1&es redevelopementVolume (V) 2284 cubic- ft Required Storage Volume =:equired '_ __ age . _ _ -,, e=Postdevelopement R.V. - Pred_ .,e l_ -en =nt P V- Dostdevelopment Runoff Volume 2280 redeveloment Runoff VQlurre 1643 Required Storage Volume = 636 Provided Storage Reservior 1 Elevation Length Widtl, Ar?a storage ft3 b. 4' � 7 46 c __ 3 4 Reservior 2 Elevation Length 1Atidti: Area ,to -age ft'. -� 0 Reservtor 3 Elevation Length Width Area storage T#3 0 0 is a Inground Stroage Area 828 sgft Depth to ESH 2 ft Porosity 0.3 ®F CUP` Inground Storage 497 cubic feet Required Treatment Volume = 636 Provided Treatment Volume = 851 REVISION ��-0AJ DATE / 6 SIGNED �E c E W U 18" Min. Driven Post Embedment ELEVATION No. 10 Gage stic Zip Ties Rotate P t co W < o � Z 0 0 w V, �2 O L.0 V U LIC o m Q O U 0 Z UJ� W � Q F- � W Z W w CD D z m < QzQ� O �N� J m O Q V ao J M O Lr) V N Z M (ON Z �L . dam' O L LjN 71- M W N M Z n� 0-0 > Q ;Z0Oz Ov t r.� w O 0% Q V �- k a � O rn os s PROJECT #: BURS -30 Together Before Installation DESIGNED: KCM First SSee econd Fence7Note Fence 4 DRAWN: KCM FT -�� SCALE: AS NOTED Second First Post Post ISSUED: 6/12/18 SPLICE DETAIL -PLAN VIEW REVISION -1: 7/17/18 REVISION -2: NOTES: Filter Fabric 1. Temporary silt fence shall be installed prior to any grading work in the%�s•�J� •••C. q °o�e� area to be protected. Fence shall be maintained throughout the N'•:� _-Direction Of Flow construction period and removed in conjunction with the final grading 8035� d Line and site stabilization. *; Undisturbed Ground 2. Filter fabric shall meet the requirements of material specification 592 •:X_ Geotextile Table 1 or 2, Class I with equivalent opening size of at least o••.• AT O : <v: 30 for nonwoven and 50 for woven. ';, �•:A,< o R o P.•N 4Q,` 3. Fence posts shall be either wood post with a minimum cross-sectional ,''�s`s�01**-* ;��`` AU area of 1.5" X 1.5" or a standard steel post. �'''�1111111 ``1% 76 4. When splices are necessary make splice at post according to splice Min detail. Place the end post of the second fence inside the end post of the first fence. Rotate both posts together at least 180 degrees to SHEET FABRIC ANCHOR DETAIL create a tight seal with the fabric material. Cut the fabric near the bottom of the posts to accommodate the 6 inch flap. Then drive both posts and bury the flap. Compact backfill well. C- 1 U w ry o- 0 U U_ ry LU > Z 0 V) O J Z 0 V) Z O Z LU 0 Z w > 0 w V) V) C� z Q n w Q U O 0 U J J Z Lu w Z z LU Z o- a 12 0 Z LU V) Z 0 Z LU o- 3 0 0 3 Q 2 rl:�w LL_V) 00 ��-- Q OZ �0 z� Qo Z �0 �U Q 0 00 �w Z�i 00 W J Q o>- oQ� Lij �> w �o 0Q o�z wU V)w :D_ wU m J � J OQ Z� J J ry Q =O �U �Q �� LU Uz Z0 OU U w Z~ 0Q V) X 00 o� Z a QQ Jn aw UJ w� QN :�i Z Z0 LU �w o- Q 3�V) v5 Z0 LU Q� o- o n ULU� J Z ZZ _z �W ww LU= Z� z LU ZV) �z QO �Z J o�i CJ 0 n 0 N 09. �P' 0IQ" (7.36) FD. 1 /2" REBAR 6.5 (NO I.D.) 5.5 (6.90) (6.25 � o`° 0 0 0 0 � � 30 0 �_0 I- o V) > (nw 6.3� 06.154 0.6' - FD. 1/2" IRON (NO I.D.) 0 5. WEST 14th STREET (50.0 FOOT RIGHT OF WAY) � L 0 T 2 1 -STORY FRAME No. 1212 102.12' (FIELD) 6.31) 10 2.0 (PLAT) (6.33) W -- 33 1� *(5.37) -� (5.49) �- (4.68) 1202 JASMINE STREET FFE = 6.8' ZONE "X" (SHADED) ZONE "AE" (EL -EV 5') (4.50) 6" BERM SF SF (4.42) -� 6" BERM SF 102.0 (PLAT) 5.37 102.23' (FIELD) L 0 T 4 LEGE D L6 Oi PRE -DEV. SPOT EL. POST -DEV. GRADES • SF SILT FENCE POST -DEV. FLOW PTH. 1. CONTRACTOR SHALL INSTALL AND MAINTAIN SILT FENCE AS SHOWN IN DETAIL PROVIDED. 2. CONTRACTOR SHALL INSTALL GUTTERS FOR ROOF RUNOFF COLLECTION. qUTTERS SHALL BE CONNECTED TO STORMWATER RESERVOIR. 00 H+ FD. 1/2" IRON (W/CAP) (5.59 DRIVEWAY 1 (5.10 QF' 6.13 WOOD POWER Oh (50.64) GUY WIRE 5.70 U1 U, 0 0 o LL O �! -71 F_ M D r- M 6.03 (D. 1/2" REBAR (4.84) (5.84) (5.65) 1(4.81 DRAINAGE PLAN SCALE: 1" = 10' BENCHMARK SET NAIL & DISK ELEV(5.37) NAVD (88) 6.32) SANITARY MANHOLE $ (6.61)TOP r� 0 0 M 0 > Ui < rn z M > z � --- 0 0 z > r- 6.29 ,, BENCHMARK 0 SET NAIL & DISK T' ELEV(6.07) > NAVD (88) m M Z 5.97 ( 5.70 (5.54 LL' F - Q City of Atlantic Beach - Drainage Calculations Drainaize Criteria Z :Section 24-66 of the City of Atlantic. Beach's Zoning, Subdivision, and Land Development Regularequires 0 Z O that the difference between pre and postclevelopment volume ofst rmimater runoff be stored on site. Volurre cit a of Runoff is defined as V = CAR/12 > V L.UN V = Volume of Runoff o C = Coefficient of Runoff C= .6 f r y a im erviousiessl, C=0.4425 max imperviousness, C=0.2(04/6 imperviousness A = Area of Lot (S" - R = 25yr/241hr rainfall depth 9.3 inches fotAttai c B",Ch 0 Z Predeyelopen-.art RI ff Volume Lot Area (Al 5115 sqft Rational Runoff Caefflcent_C Weighted Type Area sgft) Lot Areas „�' Impervious 1372 5115 1 previou's 5'T -'V' Pervious 374.3 5115 _2 0.27 � W Runoff Coeffitizient C 0.27 310.18 Rainfall Depth 8 inches Z ct �'�/ r-edeveioper rent Volume IV 1083 cubic ft J -�0 Post Development Runoff Volume _I Q Lot Area At 511.5 sqf W z W W Rational Barrrff Eoefficerrt i` 0 D Z M '9ehtecr I..L.J Type Area (sgft) Lot Area (sgft)�' : � CD 2 U Impervious 2402 5115 1 0.47 ire p 47% Z � ^ - Pervious �' Z V ) 271�� S 11 � �.�: I�.'1t1 Runoff Coefficient Cm Q Z Rainfall Depth iR !��3 ir�c lies LL Predeveioperrient volume IV) 2282 tubk fit � O N Required Storage Volume � �- Required Storage Volume=Postdevelo enaent _..`�,_ - Predeveiop rent _V,. Postdevelopmrer Runoff Volume 22082 redeveioment Runoff Volume 1083 Required Storage Volume 1199. V t 00J M Reservior 1: :3 Elevation Length Width Area rags: � V oN Wi 5 42 14 588 0'' Z 4t N 6 46 18 828 709 M z L1.. 1. 0 LU Inground`Stroage M LLI � N Z .3 NM Depth to ESH 2_ O "- Porosity 0.3 V Q > Q Z 4z oV Inground Storage S66 cubicfeet LLA O Required Treatment Volume = 1199 Z � Q V Provided Treatment Volume = 1274 ~ v~, Q =n ■ ■ NONENONE FNter Fc ELEVATION 18" Min. Driven Post Embedment Filter Fabric E Direction Of Flow �E LU Undisturbed Ground Line U LL 6" Min FABRIC ANCHOR DETAIL No. 10 Gage stic Zip Ties Rotate Posts PROJECT #: BURS -30 Together Before First Installation Second DESIGNED: KCM Fence See Fence ote 4 DRAWN: KCM SCALE: AS NOTED Second First Post Post ISSUED: 6/12/18 SPLICE DETAIL -PLAN VIEW REVISION -l: REVISION -2: NOTES: 1. Temporary silt fence shall be installed prior to any grading work in the `.,,`1111c111111 1 1 1 '°., area to be protected. Fence shall be maintained throughout the .��,�`�J�•'' • °''� construction period and removed in conjunction with the final grading o ,0359 and site stabilization. ' 2. Filter fabric shall meet the requirements of material specification 592 Geotextile Table 1 or 2, Class I with equivalent opening size of at least :-�' TAT of ��v= 30 for nonwoven and 50 for woven. %0%�`''•:�< o?:••�44;; .0R�. •' �� 3. Fence posts shall be either wood post with a minimum cross-sectional area of 1.5" X 1.5" or a standard steel post. °'°°►�o��j°`�° 4. When splices are necessary make splice at post according to splice detail. Place the end post of the second fence inside the end post of the first fence. Rotate both posts together at least 180 degrees to SHEET create a tight seal with the fabric material. Cut the fabric near the bottom of the posts to accommodate the 6 inch flap. Then drive both posts and bury the flap. Compact backfill well. C-1 J z O z O V) z w 0 Z w Lu V) V) z 3 Q ry 0 Lu J Q U V) O 0 J J z ry Lu w z z w z ryry Q 0 LLz w V) z O U z w ry rV O CL O 3 Q �w LL -V) ry M 00 ryQ OV) LL.Z r0 z� zz �O ryU CL Qn Q�z Oa Lu z 00 = z w z:�i 00 w J UJ �Q o� Ocl� CL LLJ w> a�o ryz OQ o�,z Lu U �w w U m J F- J OQ z= J � J � Q0 = F- V)U V)Q F- ry w Z U0 zU O U iii z~ c� < N X LU 00 C) a_ QQ Jn Q w _ry ryw w QV) i2Z z0 U-1 F -W F= ry Q V) vi Z 0 Z `n 3w a2 Ufo 0 U� J W J W Z Zz _ Z 0:fw LU w w = V = Z ~ Lu z� �z �O QV) �Z �w PLATE HT. 10110INKIM1111,[e; al 6" X 6" COLUMN b F.F_E. FINISH GRAD 12 5 r— z O I o. 0 8 X TRIM E FRONT ELEVATION 1/4 „ _ „ FINISH F.C. SHAKE ■ 11 ASPHALT SHINGLES �F. . SHEETS w/ BA ENS -1! 1X TRIM El �- C. SHEETS w/ B TTENS f j 1", BATTEN F.C. SIDING 1X TRIM RIGHT SIDE ELEVATION 1/41) = 1)-0j' PLATE HT. 6" X " COLUMN -- IE -LAP SIDING --- - - F. F. E. PLATE HT. 1X TRIM o I F.F.E. ASPHALT SHINGLES 12 --15 F—, Maui F-1 �N ELEVATION 1/4" = 1'-0" PLATE -- 1X TRIM a 0 F.C. SHEETS w/ BATTEN; - FINISH GRADE COMMUNITY DEVELOPMENT APPROVED Lu ~ 00 00 I ti � N ti V) Z W cn z pLLJ z U O O CLQ p m m O U O U z '-- ('14 W --� W W LL U) Z I- O-�U — Q �-- Z W W < ::) Z W CD 20 W J Z U) W - p<Z Q J Q — N J D O m N Q U co M ....a .ppa V o N �- t�n Q., N w Zj 0-4 �O L.LJM Lw r— N NM v�>a Z p z O U ��o0,W. Z Qu VQ OLn �s NONE PROJECT #: BURS -30 DESIGNED: KCM DRAWN: KCM SCALE: AS NOTED ISSUED: 6/12/18 REVISION -1: 7/17/18 REVISION -2: 7/26/18 SHEET A-1 U w 0 ry w z 3 0 V) 0 J Z 0 z O V) z w 0 Z w w V) V) C� z 3 Q 0 w J Q U O 0 U J J Z w Lu z z w z ryry Q 0 z w V) z 0 U z w O ryO 3 F - Q I �w LL -V) 00 �Q LL_Oz > O z� z �0 �U Q0 �z oQ OV 00 = z w z:2 00 w J UJ �Q 0LL_ o� �> w �0 Z OQ LuU V) w =D = Lu U m J � J OQ z= J 0�, QO V)U V) Q CL L� Lu Z UO ZU O U w zQ Q:�i N X LLJ 00 ZIL QQ J Q w ry �w Lu ¢N 1�iZ z0 w w af �Q V) vi Z CD O zN 3w Q� �o 0 U� J w J W n. Z V ZZ Lu LU w Lu = �Z 7 Lu 3 z V, �z QO �z �w PLATE HT. BATTEN F.C. SIDING 6" X 6" COLUMN o� F.F_E. FINISH GRADE ME I m . EMMJ i� 1X TRIM 0 I a' FINISH GRADE FRQNT ELEVATION 1/4)) = 1 1-0)) 6" X 6" COLUMN -- 0 I a FINISH GRADE F.C. SHAKE Sol ASPHALT SHINGLES r -Fl. SHEETS w/ BA ENS 1X TRIM E:l BATTEN F.C. SIDING 1 X TRIM RIGHT SIDE ELEVATION 1/4" = l' -O" ASPHALT SHINGLES PLATE HT. 12 —� 5 - C. SHEETS w/ B TTENS I PLATE HT. 1X — F. F. E. 0 ASPHALT SHINGLES 12 —� 5 6" X " COLUMN HARDIE-LAP SIDING F. F. E. co 00 1X RIM ti - 1X TRIM F.C. SHEETS w/ E FINISH GR V) z U) U) F_ 0 o w w — � F.C. SHE TS w/ BATTENS LEFT SDE ELEVATION 1/412 = 1'-0" REAR ELEVATION 1/4" = 1 ' - 0" PLATE HT. I 6" X 6" COLUMN 1X TRIM 0 I BATTEN F.C. SIDING F. F. E. 0 I ATTENS ADE co 00 ti ti V) z U) U) F_ 0 o w w — � o LLLI > V U 0 U � p m m O U O U z r- N W --� W W u- v ) Z I- O -�U — J Q I- Z W W Q :D Z W C.� 5 ` U W Z U— W 0 Q Z ..) � Q — N J D C m N Q U co V oN Z M p., N � z� vwO Lu] N M v 0 Q> N Q Z o z o U Lu 0 0,o Z < V V ) Q OOAk Ln PRO]ECT #: BURS -30 DESIGNED: KCM DRAWN: KCM SCALE: AS NOTED ISSUED: 6/12/18 REVISION-]: 7/17/18 REVISION -2: 7/26/18 SHEET A-1 OF COPY ` Alpine, an ITW Company 6750 Forum Drive,Suite 305 Orlando,FL 32837 ALPINE- alp onPhe: (800)755-6001 com —Site Information: Customer: Gleckler&Sons Building Supply Job Number' 545118 JobDescription: 1202 JASMINE ST. DUVAL CTY(BUILDING UNLIMITED)1202 JASMINE ST. DUVAL Address: City, State,Zip: ATLANTIC BEACH,FL —Name, Address and License#of Structural EOR if one exists for the building: Name: MARTIN ENGINEERING 32027 License#: MARTIN ENGINEERING 32027 State: Address: 13245-4 ATLAMTIC BLVD#251.JACKSONVILLE City, State,Zip: Job Engineering Criteria: Design Code: FBC 2017 RES View Version: 17.02.02.1208.15 JRef#: 1W bR93530010 Wnd Standard: ASCE 7-10 Wind Speed(mph): 130 Roof Load(pst): 20.00-7.00-0.00- Floor Load(psi: None 10.00 This package contains a job notes page, 24 truss drawings and 3 details. Item Seal# Truss Item Seal# Truss 1 163.18.1447.14399 A01 2 163.18.1447.14570 A02 3 163.18.1447.14617 A03 4 163.18.1447.14462 A04 5 163.18.1447.14541 A05 6 163.18.1447.14477 A06 7 163.18.1447.14540 A07 8 163.18.1447.14573 A08 9 163.18.1447.14523 A09 10 163.18.1525.30043 A10 11 163.18.1525.33050 All 12 163.18.1525.35313 B12 13 163.18.1525.37243 B13 14 163.18.1525.50710 B14 15 163.18.1447.14431 B15 16 163.18.1525.53423 HJ16 17 163.18.1525.56113 HJ17 18 163.18.1447.14572 EJ18 19 163.18.1447.14446 EJ19 20 163.18.1526.00280 EJ20 21 163.18.1447.14618 CJ21 22 163.18.1447.14415 CJ22 23 163.18.1526.02550 CJ23 24 163.18.1526.11787 CJ24 SH P DRAWING I SUEr: • IT AL."a.�:.;1 � 1afik� :�r1/iE1l11A^rr ROVED A C\,ED WITH CHANG`S NOTED foiseINIUSKR410.. kg FIZZ`% 0 REVISE AMD RESUBMIT 0 REJECTED: \1, SF•,•^v: Job`Number: 545118 Ply: 1 SEON:871959 /T17 /COMN Cust:R R9353 JRef: 1 WbR93530010 1202 JASMINE ST. DUVAL CTY(BUILDING UNLIMITED)1202 JASMINE ST. DUVAL Oty: 3 FROM:RH DiwNo: 163.18.1447.14399 Truss Label: A01 TCE / DF 06/12/2018 6'4"2 11'9"4 17'4" 22'10"12 28'314 34'8" 6'4"2 I 5.5"2 I 5'6"12 I 5.6"12 I 55"2 I 6'4"2 =5X5 OFFICE COPY- 3X4 V --3X4 12 D F 5 V io 5X5 a 5X5 w ,. G m •� O B �. .-� H 4X4(A2) -5X5 =5X8 =5L K X5= 4X4(A2) A 348" i -a"I 8'11"14 I 8'4"2 I 8'4"2 8'11"14 114" 8.11"14 174" 25'8"2 34'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.180 K 999 240 B 1382 /84 /748 /- /198 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.485 K 999 180 H 1382 /84 /748 /- /- /4.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.067 J - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 HORZ(TL): 0.123 J - - B Min Brg Width Req= 1.6 NCBCLL: 10.00 Mean Height:15.00 ft TCDL:5.0 psf Code/Misc Criteria Creep Factor:2.0 H Min Brg Width Req= 1.6 s rigid Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.967 Bearings B&H are a g id surface. Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2014 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:Yes Max Web CSI: 0.662 Loc.from endwall:not in 9.00 ft FT/RT:0(0)/5(2) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 B-C 727-2717 E-F 565 -1744 Lumber — C-D 677-2479 F-G 677 -2479 Top chord 2x4 SP#2 D-E 565-1744 G-H 727 -2717 BotchordMaximum Bot Chord Forces Per Plylbs Webss2x4SP#3 #2 SP#3 (lbs) Chords Tens.Comp. Chords Tens. Comp. Purlins B-L 2452 -566 K-J 2022 -437 In lieu of structural panels or rigid ceiling use purlins L-K 2022 -419 J-H 2452 -582 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) Maximum Web Forces Per Plylbs TC 38 -1.33 36.00 (lbs) BC 120 0.15 34.52 Webs Tens.Comp. Webs Tens. Comp. Apply purlins to any chords above or below fillers at 24' OC unless shown otherwise above. L-D 481 -43 K-F 248 -621 D-K 248 -621 F-J 481 -43 Wind E-K 987 -230 Windloads based on MWFRS with additional C&C RM member design. flS Aj , • , 1 • • - • r • I i o. :{e 64� • 1 * : * s * = _ ; 3 -0:, ATE ' • w g '- A...n-.. OR .•••' mo o #0278 ilii ti�0NAI ° 06/13/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fIr 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 bottomhord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have braacin installed per BCSI sections$3,B7 or B10, as applicable. Appplates to each face oftrussand position as shown above and on the JoinrDetails, unless noted otherwise. Refer to ALPINE. g_Q drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildinomponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/T 11,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover p@de 6750 Forum Drive listing this drawing,indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suit-ability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www-sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job`Number: 545118 Ply: 1 SEQN:871956 /T16 /COMN Cust:R R9353 JRef: 1WbR93530010 1202 JASMINE ST. DUVAL CTY(BUILDING UNLIMITED)1202 JASMINE ST. DUVAL Qty: 4 FROM:RH DrwNo: 163.18.1447.14570 Truss Label: A02 TCE / DF 06/12/2018 6'4.2 + 159"4 + 17'4" + 22'10.12 + 28'3"14 + " 348 6'4"2 5'S"2 5'6"12 5'6"12 5'S"2 6'4"2 5X5 E T g 3X4 3X4 5 12 D F fo �5X5 *X5 I C G ,.1. mB _ _ _ H1 yt AI 1 3X4(A1) =_5X5 =3X4 =5X5 5X5 =3X4(A1) r 159" 1 18'11" 1 14"I 8'11"14 + 6'9"2 , 3'2" , 6'9"2 I 8'11"14 1'4" 8'11"14 159" 18'11" 25'8"2 34'8" Loading Criteria (Psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.025 J 999 240 B 527 /102 /306 /- /198 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.085 J 999 180 L 1685 /376 /809 /- /- /4.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.009 M - - H 667 /136 /423 /- /- /4.0 Des Ld: 37.00 EXP:C HORZ(TL): 0.019 M - - Wind reactions based on MWFRS Mean Height:15.00 ft NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 TCDL:4.2 psf L Min BrgWidth Re 1.6 Soffit 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.984 q= Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.724 H Min Brg Width Req= 1.5 Spacing:24.0" C&C Dist a:3.47 ft Rep Factors Used:Yes Max Web CSI: 0.503 Bearings B,L,&H are a rigid surface. Loc.from endwall:not in 9.00 ft FT/RT:0(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver.17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber B-C 116 -580 F-G 173 -682 Top chord 2x4 SP#2 D-E 621 -53 G-H 224 -928 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Bracing Chords Tens.Comp. Chords Tens. Comp. (a)Continuous lateral restraint equally spaced on B-M 489 -194 J-H 809 -114 member. Purlins Maximum Web Forces Per Ply(lbs) In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp. to laterally brace chords as follows: M-D 497 -55 E-K 575 -160 Chord Spacing(in oc) Start(ft) End(ft) D-L 265 -631 K-F 264 -629 TC 75 -1.33 17.33 L-E 313 -1128 F-J 496 -54 TC 69 17.33 36.00 BC 75 0.15 34.52 it[MlggpQ,,u Apply purlins to any chords above or below fillers t A4 at 24"OC unless shown otherwise above. ,��lS +iEj�,N, Wind OQ\•••.•• • •....":orb Wind loads based on MWFRS with additional C&C •••\ • �+l •4 e member design. - • • 1 ,0 . :{•648 •` * • ?. t ATE •:•rcg oy4�,e�sS•a ..__ • ra #0 278 4'1 61 �.t ,t 06/13/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face_of truss and position as shown above and on the JointtDetails, unless noted otherwise. Defer to A ALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the µmy;OMywy truss in conformance with ANSUTPI 1,or for handling,shipping,installation and bracing of.trussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawing indicates acceptance of oroTessionaf engineering responsibility solely for the design shown. The suitability Suite 305 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.cam.TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 t Job`Number: 545118 Ply: 1 SEON:871995 /T1 / COMN Gust:RR9353 JRef: 1WbR93530010 1202 JASMINE ST. DUVAL CTY(BUILDING UNLIMITED)1202 JASMINE ST DUVAL Qty: 1 FROM:RH DfwNo: 163.18.1447.14617 Truss Label: A03 TCE / DF 06/12/2018 I 21.E I ,±1_,2'1"12 12 I 14'$" I 17'4" 20' 122'6"4 I 255,'6 127,10„4 6,3„9 7, " 10, ,,1'51213,8 1'4' 16, 14 18, 14 21, 1 214 24, 1'5' ,,i126 34.6„ 6'3"9 111 I-�.e 1'-1'2 4 I.'1'4'I " I'4 I-1'5"l2 I 9 I 6,9„12I =5X5 L N+ot.+l+cer*mot K M T J N 0-3X4 I 03X4 12 H P 3X3 5 33X3 F . '', + r• O R 23X3 _ 3X4 iv _03X4 D EAI S T '-n C AH rn B •AF AG: B C AJ : U i i A ., 4 s ,, _ tT _ V 3X4(A1) AA AK Z��AL 3X8 =5X5 W m3X4(A1) =5X5 1 117 1 4'4" Y 18'11" - i 1'4" 5'4" 5'4" 1'2""4 5'5"12 5'5"12 5'2"4 6'8" 1'4" I'" 5'4" I 10'8" 111'10.'4 17'4" I 22'9"12 I 28' 134,6" I "I Loading Criteria(psi) 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): 0.054 R 999 240 B 355 /51 /202 /- /198 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.170 R 999 180 AK*357 /86 /180 /- /- /52.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.016 J - - AL 148 /19 /89 /- /- /4.0 EXP:C Des Ld: 37.00 HORZ(TL): 0.035 J - - U 826 /171 /500 /- /- /4.0 Mean Height:15.00 ft Wind reactions based on MWFRS NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.983 B Min Brg Width Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.293 AK Min Brg Width Req= - Factors Used:Yes Max Web CSI: 0.705 AL Min Brg Width Req= 1.5 Spacing:24.0" C&C Dist a:3.47 ft Rep U Min Brg Width Req= 1.5 Loc.from endwall:not in 4.50 ft FT/RT:0(0)/5(2) Bearings B,AK,AL,&U are a rigid surface. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 Members not listed have forces less than 375# Lumber Maximum Top Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP SS Dense C-D 612 -245 P-Q 290 -794 Webs 2x4 SP#3 D-E 634 -242 Q-R 271 -802 Plating Notes E-F 676 -238 R-S 267 -832 F-G 701 -218 S-T 261 -858 All plates are 2X4 except as noted. G-H 712 -210 T-U 349 -1347 Purlins In lieu of structural panels or rigid ceiling use purlins Maximum Bot Chord Forces Per Ply(lbs) to laterally brace chords as follows: Chords Tens.Comp. Chords Tens. Comp. Chord Spacing(in oc) Start(ft) End(ft) Z-Y 749 -1140 X-W 1182 -239 TC 75 -1.33 17.33 Y-X 739 -44 W-U 1186 -237 TC 73 17.33 26.71 TC 57 26.71 36.00 BC 75 0.15 34.52 tltlllt'1Jpgla Maximum Web Forces Per Ply(lbs) Apply purlins to any chords above or below fillers r t��,� Webs Tens.Comp. Webs Tens. Comp. at 24"OC unless shown otherwise above. l 4,�A►,S��l �4, Wind QO �0 r- i,SL ,44/ C AB-AC 294 -7014 Y AG-AHAG 301 -717 �Tp 303 -704 295 -710 Wind loads based on MWFRS with additional C&C 3 ♦ \).,'" • AC-Z 301 -718 AH-Al 271 -683 member design. 1i • Z-H 488-1206 Al-P 284 -697 H-AD 917 -273 P-X 411 -74 See DWGS A14015ENC100212&GBLLETIN0212 0 � ; AD- AE 933 -290 X-AJ 227 -549 for more requirements. + : * = AE-AF 906 -272 AJ-T 217 -525 i /* w • i AF-Y 904 -273 S:0.441. ' �L ATE ! `pP."�c�` t`,e #0 278�91cj S/0.OAt-��~s'60 06/13/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oshall chord shall have properly attached structural sheathing and bottom chord have a properly attached rad ceiling. Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections$3,B7 or B10 as applicable. Appplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE- Alpine, N drawings 160A-Z for standard plate positions. a division of ITW Buildin CComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the µ,,,,,,OM,,,, truss in conformance with ANSI/I-PI 1, or for handling,shipping,installation and bracing oftrussesA seal on this drawing or cover pagqe6750 Forum Drive listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this awing for any structure is the responsibility of the Building Designer per ANSIfTPI 1 S'ec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org . ' t JobNumber: 545118 Ply: 1 SEQN:871932 /17 / COMN Cust:R R9353 JRef: 1VVbR93530010 1202 JASMINE ST. DUVAL CTY(BUILDING UNLIMITED)1202 JASMINE ST. DUVAL Qty: 8 FROM:RH DrwNo: 163.18.1447.14462 Truss Label: A04 TCE / DF 06/12/2018 7112 , 118"2 , 174" 22'10"12 , 28314 , 348 I I 1 I I t I 7112 391 5714 5612 552 642 76)(71) 40. o41121 3)fr4 12 ! C3.000, 5 *5XG io IN. T 1'1014 il 1111 ill le:o 0 0 0 0 0 0 0 I il 0•.I li 1 1 li I.I:0 6MI7 0 B2 I-I i 33 A L K B3 J o3X10(A1) .... 3 .5X5 .3X4 .5X5 .4X4(A2) - 12 A 348" 1 7'7"8 T7"8 110",12 81"4 91" 1'4" I H 7118 157" 1T5412 257" 348" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl LJ# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pt:NA Ce:NA VERT(LL): 0.503 M 819 240 N 1390 /83 /749 I- /198 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 1.367 M 441 180 H 1384 /83 /750 I- I- /4.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.223 J - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 HORZ(TL): 0.415 J - - N Min Brg Width Req= 1.5 Mean Height:15.00 ft NCBCLL:10.00 TCDL:4.2 psf Code!Misc Criteria Creep Factor:2.0 H Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.997 Bearings N&H are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.947 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: 0.810 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:17.02.02.1208.15 B-C 1349 -5856 E-F 567 -1755 C-D 1418-5776 F-G 672 -2477 Lumber D-E 598 -1890 G-H 726 -2721 Top chord 2x4 SP#2 Ti: 2x4 SP SS Dense: Bot chord 2x4 SP SS Dense:B2,B3 2x4 SP#2: Webs 2x4 SP#3:W2 2x4 SP#2: Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Bracing B-M 5495 -1161 K-J 2027 -434 (a)Continuous lateral restraint equally spaced on M-L 2604 -540 J-H 2456 -581 member. L-K 1555 -251 Plate Shift Table Maximum Web Forces Per Ply(lbs) JT Plate Chord JT Plate Chord Webs Tens.Comp. Webs Tens. Comp. No Size Shift Bite No Size Shift Bite [12] W4X6 4.50 L 1.25 trains's%Jo_ Ni-D 3586 -769 E-K 493 -109 D-L 399 -1331 K-F 243 -622 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: L-E 571 -153 F-J 484 .39 Chord Spacing(in oc) Start(ft) End(ft) .tskikS FLEi71/44, TC 22 -1.33 17.33 isk.),..... z....--,.445164. TC 39 17.33 36.00 BC 97 0.15 7.96 IT , BC 94 7.96 15.58 ' • • a BC 120 15.58 34.52 I 1O. 648 t Apply purlins to any chords above or below fillers a . ...: . , r . I at 24"OC unless shown otherwise above. 1* i i /* ,....,/ : * 2 Wind * It * §tATE 0/F 1 r- Wind loads based on MWFRS with additional C&C 1----;,(1, • . • la, ii, member design. - 4* %°A‘sa••• 1-0 R 0 •• \4• S lit, SYONALI", #0 278 f/41 Nkutinitsariun-sat 06/13/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! 'IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin,g,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted Otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown foripermanent lateral restraint Of webs shall have bracing insialled per BCSI sections 133,B7 or as applicable. AppTy plates to each faceof truss and position as shown above and on the JoinTDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate posons. .,4LPINE Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing.apy failure to build the truss in conformance with ANSI, P1 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pane 6750 Forum Drive listing this drawing,indicates acceptance of lorolessionat engineenng responsibility solely for the design shown. The suitability and use of this eirawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE:wi.vw.alpineilw.com;TPI: www.tpinstorg;SBCA: www.sbcindustry.com;ICC: inviw iccsafe org JobsNumber: 545118 Ply: 1 SEQN:871965 /T6 / HIPS Gust:RR9353 JRef: 1 WbR93530010 1202 JASMINE ST. DUVAL CTY(BUILDING UNLIMITED)1202 JASMINE ST DUVAL Qty: 1 FROM:RH DiwNo: 163.18.1447.14541 Truss Label: A05 TCE / DF 06/12/2018 7'11"2 11'8'2 17' 17'5"12 22'10"12 28'3"14 34'8" I' 711"2 I 3'9"1 I- 5 3"14 5112 5'S" I 5,5,•2 I 6,4"2 ir5X5l. 1) EEe 0 4X6f 12] 3X4 12 D F T3 15X5 5 p V. 555X5 C iie lig T M T4 4/1114 , ,•,ITI 8 =Hos10 B2 H 1 1 x5 A i - 7 I w3X10(A1) . 3 =5X5 =3X4 63 =5X5 -4X4(A2) 12 A 34'8" 1 I 4-I 77"8 I T7'8 I 10' 9,1•, 11,4-I 7'11"8 15'7" 25'7" 34'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.477 M 864 240 N 1390 /81 /744 /- /196 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 1.295 M 465 180 H 1384 /80 /746 /- /- /4.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.216 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.401 J - - N Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 H Min Brg Width Req= 1.5 TCDL:4.2 psf Bearings N&H are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.997 g g Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.947 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: 0.811 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.17.02.02.1208.15 B-C 1313 -5861 E-F 548 -1755 Lumber - C-D 1383 -5780 F-G 653 -2477 D-E 578 -1889 G-H 708 -2721 Top chord 2x4 SP SS Dense:T3,T4 2x4 SP#2: Bot chord 2x4 SP SS Dense:B2,B3 2x4 SP#2: Maximum Bot Chord Forces Per Plylbs Webs 2x4 SP#3:W2 2x4 SP#2: (lbs) Chords Tens.Comp. Chords Tens. Comp. Bracing B-M 5499 -1132 K-J 2027 -420 (a)1x4'T'reinforcement.80%length of web M-L 2604 -522 J-H 2456 -567 member.Same species&SRB grade or better.Attach L-K 1555 -234 with 8d Box or Gun(0.113"x2.5",min.)nails©6"oc. Plate Shift Table Maximum Web Forces Per Ply(lbs) JT Plate Chord JT Plate Chord Webs Tens.Comp. Webs Tens. Comp. No Size Shift Bite No Size Shift Bite M-D 3591 -755 E-K 494 -112 [12] W4X6 4.50 L 1.25 D-L 399 -1331 K-F 247 -621 Purlins ��i+rttrinifr�tb L-E 569 -156 F-J 484 -40 In lieu of structural panels or rigid ceiling use purlins ,`r�►J FLE1'-4,� to laterally brace chords as follows: V� •+s :■e• f 4y Chord Spacing(in oc) Start(ft) End(ft) D +++'+0. S'+•+11/ TC 26 -1.33 17.33 Q ++ �,/ •+ TC 39 17.33 36.00 4 BC 97 0.15 7.96 4 i BC 94 7.96 15.58 • A,/ 648 • Y BC 120 15.58 34.52 . •• Tj Apply purlins to any chords above or below fillers i * : /* : * e at 24"OC unless shown otherwise above. • : g T.w •Qg Wind � .0 : �ATE • 44, � Wind loads based on MWFRS with additional C&C '. ••• /C`/ tr1�"' •+.'�(, 44* member design. �',.�A• •.f+•�O�, yw•�\\ 41. #0 278 "tiiwritpuwttAs 06/13/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)f?'rsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceilina. Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections 03,B7 or B10, as applicable. Applates to each face.of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the AN IfW COMPANY truss in conformance with ANSI/TPI1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawing indicates acceptance of oroTesslonar engineering responsibility solely for the design shown. The suitability Suite 305 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Job'Number: 545118 Ply: 1 SEQN:871968 /T5 / HIPS Cust:RR9353 JRef: 1WbR93530010 1202 JASMINE ST. DUVAL CTY(BUILDING UNLIMITED)1202 JASMINE ST. DUVAL Qty: 1 FROM:RH DrwNo: 163.18.1447.14477 Truss Label: A06 TCE / DF 06/12/2018 7'11'2I 15' I 19'8'. , 26,9"12 I 34,8„ I7'11"2 7'0"14 4'8" 7'1"12 T10"4 =7X8 =5X6 _ D E - T2 it 12 5 L- 05X5••••••00......"........ 5X5 k--.5X5 C F 1 t!. • r to T1 w= r` 1 ++�4 B =-00710 - A P B1 ii H K 5.--3x10(Ai) ., 3 =5X5 =3X4 =5X5 =4X4(A2) t 12 A 34'8" A �4" I 7'7"8T7"8 7'7"8 I 4'1" , 7'3"2 i 7'8"141'4" 7'11"8 15'7" 19'8" 26'11"2 34'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSP) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.586 L 704 240 M 1390 /89 /752 /- /175 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 1.591 L 379 180 G 1384 /88 /754 /- 1- /4.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.257 I - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.476 I - - M Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 G Min Brg Width Req= 1.6 Bearings M&G are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.988 g g Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.844 RepFactors Used:Yes Max Web CSI: 0.939 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.47 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT:0(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:17.02.02.1208.15 B-C 1534-5890 E-F 645 -1986 Lumber C-D 1644 -5857 F-G 763 -2702 D-E 651 -1782 Top chord 2x4 SP#2:T1 2x4 SP SS Dense: :T2 2x4 SP M-31: Bot chord 2x4 SP#2:B1 2x4 SP SS Dense: Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3:W2 2x4 SP#2: Chords Tens.Comp. Chords Tens. Comp. Bracing B-L 5530-1343 J-I 2424 -614 L(a)1x4'T'reinforcement.80%length of web K-J 175 7-K 1757 -381 -397 I-G 2428 612 member.Same species&SRB grade or better.Attach with 8d Box or Gun(0.113"x2.5",min.)nails @ 6"oc. Maximum Web Forces Per Ply(lbs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins L-D 4159 -1072 J-F 256 -734 to laterally brace chords as follows: E-J 427 -48 Chord Spacing(in oc) Start(ft) End(ft) IMUltfflr TC 29 -1.33 15.00 Rf/�j TC 47 15.00 19.67 �S Fle-f411. t,,F gyp! TC 35 19.67 36.00 / ��i BC 97 0.159 7.96 (\� ,,,N r' �S`f `/L BC 94 7.96 15.58 Ov °°, `4�G �°•° ti� BC 120 15.58 34.52 ° V-/ ° Apply purlins to any chords above or below fillers s at 24"OC unless shown otherwise above. .' ° • • o. 648 • • Wind - I_r * /* i. ; * ; Wind loads based on MWFRS with additional C&C member design. s ...0"w° §t ATE :+ ¢g r! !�'Is #0 278 +S/0 NM-' a 06/13/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fosafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottomhord shall have a properlyattached rigid ceiling Locations shown for_permanent lateral restraint of webs shall have braacingg installed per BCSI sections B3,B7 or B10 as applicable. AppTy plates to each face otruss and position as shown above and on the JoinfDetails, unless noted otherwise. (tefer to ALPINE' LP drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the µ;�,,,o,,;�,;, truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing oftrussesA seal on this drawing or cover page,, 6750 Forum Drive listingthis drawing,indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and se of this dawing for any structure is the responsibilit9r of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI:www.t instor SBCA: www.sbcindus Orlando FL,32821 1 9 P 9 p p' g; try.com;ICC: www.iccsafe.org • Jot Number. 545118 Ply: 1 SEQN:871971 /T4 / HIPS Gust:RR9353 JRef: 1WbR93530010 1202 JASMINE ST. DUVAL CTY(BUILDING UNLIMITED)1202 JASMINE ST. DUVAL Qty: 1 FROM:RH DrwNo: 163.18.1447.14540 Truss Label: A07 TCE / DF 06/12/2018 7'11"8 13' 21'8" 279"6 34'8" I 7'11"8 I 5'0"8 8'8" 6'0"6 61110 :7X6 =6X6 T D E I 12 �I. 112X4 5 V T1 1 3X4 fn ] F t- n 6 i( I o t1d• B =HOL610 l G 1"i A :% ii it- c H 84 ;3X10(A1) a3 =5X5 m3 4 m5X5 =4X4(A2) 12 A 348" A 14" F T7"8 I 7'7"8 I 6'1" I 6'2"2 6914 ,1'414 7'11"8 157" 21'8" 27'10"2 349" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl LJ# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.505 L 816 240 M 1390 /310 /752 I- /156 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 1.371 L 439 180 G 1384 /309 /753 /- /- /4.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.225 I - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.419 I - - M Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 G Min Brg Width Req= 1.6 TCDL:4.2 psf Bearings M&G are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.992 9 g Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.972 RepFactors Used:Yes Max Web CSI: 0.852 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.47 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT:0(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:17.02.02.1208.15 B-C 1561 -5830 E-F 711 -2175 Lumber C-D 1643 -5758 F-G 792 -2728 D-E 690 -2003 Top chord 2x4 SP#2:T1 2x4 SP SS Dense: Bot chord 2x4 SP SS Dense:B3,B4 2x4 SP#2: Maximum Bot Chord Forces Per Plylbs Webs 2x4 SP#3:W1,W2 2x4 SP#2: (lbs) Chords Tens.Comp. Chords Tens. Comp. Purlins B-L 5469 -1366 J-I 2452 -647 In lieu of structural panels or rigid ceiling use purlins L-K 2282 -549 I-G 2456 -645 to laterally brace chords as follows: K-J 1954 -472 Chord Spacing(in oc) Start(ft) End(ft) TC 26 -1.33 13.00 TC 37 21.67 36.00 Maximum Web Forces Per Ply(lbs) BC 82 0.15 7.96 Webs Tens.Comp. Webs Tens. Comp. BC 94 7.96 15.58 BC 100 15.58 34.52 L-D 3774 -962 E-J 416 -23 Apply purlins to any chords above or below fillers D-K 217 -464 J-F 194 -553 at 24"OC unless shown otherwise above. � tmtHUUJrr�yt Wind 44/ a`"` ��7 Rek �, Wind loads based on MWFRS with additional C&C V�.••"'°�''••. �/ij 1f. member design. �•.•� s �•.* 4 1J' • 14 w I • to. 648 l' : :* J/ : * E g y1IATE ..1.,-"b X>..***..4 0RV9Ac,.^. i�;g liiss1pNAI* V.tp, #0 278 wrvtrttattutaht 06/13/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)Mr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracinginstalled per BCI sections 63,B7 or B10, as applicable. Appplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE , drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin ccompon nts Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page 6750 Forum Drive m. listing this drawing,indicates acceptance of orofessronar engineering responsibility solely for the design shown. The suability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE:wwwalpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 545118 Ply: 1 SEAN:871974 /T3 / HIPS Cust:RR9353 JRef: 1WbR93530010 1202 JASMINE ST. DUVAL CTY(BUILDING UNLIMITED)1202 JASMINE ST. DUVAL Qty: 1 FROM:RH DrwNo: 163.18.1447.14573 Truss Label: A08 TCE / DF 06/12/2018 7'11"8 11' 15'812 197"823'8" 28'10"2 34'8" H 7'11"8 I 3'0"8 I 4'8"12 3'10"12 I 4'0"8 i 5'2"2 I 5'9"14 =5X8 1112X4 a 3X4 =5X5 D E F G T 12 1112X4 - - - T 5 (/ C / 100:- zx4 T, H rn v TT in I ,7d1, -HOM6,0 _ I 1 79 Asimosiii ►` Ifil J F.----3X10(A1) a 3 =6X8 =5X8 =4X4(A2) 12 1 348" j �14" I 7'7"8 I 7'7"8 I 7'11"4 I 11'1"12 I1'4" 7'11"8 15'7" 23'6"4 34'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.453 M 910 240 N 1390 /311 /748 /- /136 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 1.230 M 490 180 I 1384 /311 /749 /- /- /4.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.200 K - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 Mean Height 15.00 ft HORZ(TL): 0.371 K - - N Min Brg Width Req= 1.5 NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 I Min Brg Width Req= 1.5 TCDL:4.2 psf Bearings N&I are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.994 g g Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.987 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: 0.776 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:17.02.02.1208.15 B-C 1626 -5851 F-G 728 -2128 Lumber C-D 1702 -5768 G-H 735 -2343 D-E 812 -2408 H-I 877 -2718 Top chord 2x4 SP#2:T1 2x4 SP SS Dense: E-F 816 -2415 Bot chord 2x4 SP SS Dense Webs 2x4 SP#3:W2 2x4 SP#2: Maximum Bot Chord Forces Per Ply(lbs) Purlins Chords Tens.Comp. Chords Tens. Comp. In lieu of structural panels or rigid ceiling use purlins B-M 5489 -1427 L-K 2355 -605 to laterally brace chords as follows: M-L 2840 -712 K-I 2463 -730 Chord Spacing(in oc) Start(ft) End(ft) TC 27 -1.33 11.00 TC 43 11.00 23.67 Maximum Web Forces Per Ply(lbs) TC 40 23.67 36.00 Webs Tens.Comp. Webs Tens. Comp. BC 82 0.15 7.96 BC 94 7.96 15.58 M-D 3438 -922 K-G 621 -113 BC 110 15.58 34.52 D-L 140 -474 K-H 236 -389 Apply purlins to any chords above or below fillers IItNINty at 24"OC unless shown otherwise above. tttt� Wind loads based on MWFRS with additional C&C flS j "`/member design. $.•• • •• • o. ;Age • ' * � * ; fir • a %-0:, ATE •% ��:� �.. p��S,.c�ORV0,7,0 ` #0 278 /404/ONA tautatunano.7 06/13/2018 "WARNING'"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rod ceiling. Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Appplates to each face of truss and position as shown above and on the JoinfrDetails, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the M1RW:OMPAHV truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of.trussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawing indicates acceptance of ro-fessionar engineenna responsibility solelyfor the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per-ANSI/TPI 1 Sec.2. Suite 305 For more information see this job'sgeneral notes page and these web sites: ALPINE:www.al meitw.com;TPI: www. inst.or SBCA: www.sbcindus Orlando FL,32821 1 P 9 P tp' g; try.com;ICC:www.iccsafe.org Joe Number: 545118 Ply: 1 SEQN:871977 /T13 /HIPS Gust:RR9353 JRef: 1WbR93530010 1202 JASMINE ST. DUVAL CTY(BUILDING UNLIMITED)1202 JASMINE ST. DUVAL Qty: 1 FROM:RH DrwNo: 163.18.1447.14523 Truss Label: A09 TCE / DF 06/12/2018 711"8 , 9'I 15'10"8 , 191"4 , 25'8" , 27 ;2 34'8" 7'11"8 1'0"8 6'10"8 3'4"12 6'4"12 1'5'2 7'6"14 =6X6 3X4[35) 1112X4 D =5X5 1114X4[22][22] =SXX8 T 12m _ _ _ _ _ - T1 T 51=- sz (a) L/01. a) •W7 o TT P _ / r 1- rtdu B =_H0610 '�� 1 1 1 1 3 A ex B1 B2 "�.��M z---6X6 _r. J :3X10(A1) . 3 =5X6 w6X8 A 9 ---=5X6 -=4X4(A2) 1 12 12 B4 o.H0610(SRS) 1 34'6" - A �'4" I 7'7"8 I 7'7"8 I 2'4" 6 E 1'4'i 7 T, 1'4" 7'11"8 15'7" 1T111 1,41 25'9" 27'1"--- 34'8" I 194. Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl IJ# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.528 M 780 240 Q 1394 /310 /745 /- /116 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 1.444 M 418 180 I 1393 /308 /751 /- /- /4.0 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.270 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP.C HORZ(TL): 0.505 K - - 0 Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 I Min Brg Width Req= 1.6 TCDL:4.2 psf Bearings Q&I are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.995 9 Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 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:Yes Max Web CSI: 0.659 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:17.02.02.1208.15 B-C 1663-5887 F-G 1227 -3989 Lumber Wind C-D 1720-5742 G-H 1085 -3448 D-E 953 -2964 H-I 833 -2729 Top chord 2x4 SP#2:T1 2x4 SP SS Dense: Wind loads based on MWFRS with additional C&C E-F 967 -2976 Bot chord 2x4 SP#2:B1,B2,B4 2x4 SP SS Dense: member design Webs 2x4 SP#3:W2,W7 2x4 SP#2: Maximum Bot Chord Forces Per Ply(lbs) Bracing Chords Tens.Comp. Chords Tens. Comp. (a)1x4'T'reinforcement.80%length of web B-P 5524 -1461 M-L 3131 -817 member.Same species&SRB grade or better.Attach P-O 4135 -1071 L-K 3026 -834 with 8d Box or Gun(0.113"x2.5",min.)nails @ 6"oc. O-N 2986 -786 K-I 2451 -674 Plate Shift Table N-M 4961 -1284 JT Plate Chord JT Plate Chord Maximum Web Forces Per Ply Size Shift Bite No Size Shift Bite (lbs) [22] W4X4 2.25 R 1.25 [35] W3X4 2.25 R 1.25 Webs Tens.Comp. Webs Tens. Comp. Purlins P-D 2786 -771 M-G 935 -293 In lieu of structural panels or rigid ceiling use purlins D-O 317 -1193 G-L 756 213 to laterally brace chords as follows: ' Imuna, N-F 780 -3045 L-H 1351 308 Chord Spacing(in oc) Start(ft) End(ft) F-M 2634 -591 K-H 532 -1699 TC 27 -1.33 9.00 . YTC 22 9.00 25.67 TC 32 25.67 36.00 BC 82 0.15 7.96 f r1• • BC 94 7.96 15.58 2' O. : 0 1, BC 28 15.58 17.92 = • / " BC 20 17.92 19.25 1 * a I* s * = BC 78 19.25 25.75 - ' ,i BC 20 25.75 27.08 ATE I BC 89 27.08 34.52 ?`� • �e Apply purlins to any chords above or below fillers `�.,'�j "• /C \i. ee �.�` at 24"OC unless shown otherwise above. 'may`'�q..*4* �(,O R{�*e•'`��`�T4 if10 eees s•eeee "'[VVV� #0 278'"��`4'/Q N A` d +Uruuttantitto " 06/13/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. AppTy plaes to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the .,,,,co,,pµ, truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and braci ,, ng oftrussesA seal on this drawing or cover page 6750 Forum Drive listing this drawing,indicates acceptance of professionar engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Jots Number: 545118 Ply: 1 SEQN:878192 /T11 HIPS Cust:R9353 JRef: 1 WbR93530010 1202 JASMINE ST. DUVAL CTY(BUILDING UNLIMITED)1202 JASMINE ST. DUVAL Qty: 1 FROM:RH DrwNo: 163.18.1525.30043 Truss Label: A10 JB / DF 06/12/2018 7' 127"4 17'9M 19'gl" 255"8 27'8" 34'8" 7'I I 57"4 I 52" I 1'5"72 6'2"8 I 72"81 7' I 12 C DT2=4X6 m5E5=4F6 -3G4 H. 119144T T 5 V in _ _ _ _ t MI _ - iq T e (e) W4 ;; Iim m r _ _ \ JJ M Ba ) L`4 1 i1 A _ d 1 J B5=3X41) P 0 6X10 / 9 6X6(SRS)x B6 - 4X4(A2) 1 =5X5 =3X6 12 _----5X12(SRS) A 34'8" ___ -_i 1'4"I-- 4"I 7'1"12 I 52" 1 5'7"4 I 1'4" 6'6" I 1'4" 77" i 1'4" 7'1"12 12'3"12 1711" 19'3" 25'9" 27'1" 34'8" 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): 0.188 G 999 240 B" 311 /67 /- /- /- /159 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.516 G 757 180 I 1307 /297 /- /- /- /4.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.057 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.107 K - - B Min Brg Width Req= - NCBCLL:0.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 I Min Brg Width Req= 1.5 TCDL:4.2 psf Bearings B&I are a rigid Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.985 9g d surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.967 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: 0.814 Maximum Top Chord Forces Per Ply(lbs) 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.17.02.02.1208.15 B-C 787 -167 F-G 361 -1693 Lumber Loading C-D 2729 -585 G-H 739 -3558 D-E 101 -504 H-I 547 -2478 Top chord 2x4 SP#2:T2 2x4 SP SS Dense: #1 hip supports 7-0-0 jacks with no webs. E-F 97 -496 Bot chord 2x4 SP#2:B4,B5,B6 2x4 SP SS Dense: Left side jacks have 7-0-0 setback with 0-0-0 cant Webs 2x4 SP#3:W4 2x4 SP#2: and 1-4-0 overhang.End jacks have 7-0-0 setback Maximum Bot Chord Forces Per Ply(lbs) Bracing with 0-0-0 cant and 1-4-0 overhang.Right side jacks Chords Tens.Comp. Chords Tens. Comp. have 7-0-0 setback with 0-0-0 cant and 0-0-0 (a)1x4'T'reinforcement.80%length of web overhang. B-P 128 -666 M-L 3549 -760 member.Same species&SRB grade or better.Attach P-0 127 -643 L-K 2507 -509 with 8d Box or Gun(0.113"x2.5",min.)nails @ 6"oc. O-N 516 -2489 K-I 2225 -472 Plating Notes N-M 2136 -450 All plates are 5X8 except as noted. Maximum Web Forces Per Ply(lbs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins C-P 471 -8 F-M 2030 -296 to laterally brace chords as follows: C-O 524 -2387 M-G 418 -1945 Chord Spacing(in oc) Start(ft) End(ft) (II. . c O-D 710-2453 L-H 2136 -443 TC 108 -1.33 7.00TC 25 7.00 27.67D-N 3640422 -705 K-H 227 864 TC 32 27.67 36.00N-F 640 -2901 BC 38 0.15 17.92BC 20 17.92 19.25 BC 78 19.25 25.75BC 20 25.75 27.08BC 89 27.08 34.52 • Apply purlins to any chords above or below fillers * * ♦ at 24"OC unless shown otherwise above. i a a ♦• * jf. +Z Wind aspPO.,�f's A $ Wind loads and reactions based on MWFRS. \40_oc FLi. oR��''�k` S ONA1.avissese GLV #0 278`'' s 4� / -"tutntiduitn 11- 06/13/201 8 '"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI ana SBCA)f5safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise/op chord shall have properly attached structural sheathing and bottomhord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections$3,B7 or B10, as applicable. Applplates to each faceof truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to A LP II 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 drawin any failure to build the a„7,.,_C,,,4^., truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of•trussesA seal on this drawing or cover pagge,• 6750 Forum Drive listing this drawing,indicates acceptance of orooessionar engineenng responsibility solely for the design shown. The suability Suite 305 and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 545118 Ply: 1 SEQN:878183 /T25 SPEC Cust:R9353 JRef: 1 WbR93530010 1202 JASMINE ST. DUVAL CTY(BUILDING UNLIMITED)1202 JASMINE ST. DUVAL Qty: 1 FROM:RH DrwNo: 163.18.1525.33050 Truss Label: All JB / DF 06/12/2018 6' 11'6"1215'10"12 21'7" 251"8 29'614 34'8" I' 6' I 5'6"12 I 4'4" I 5'8"4 I 3'6"8 I 4'5"6 I 5'1"2 5X5 G T T 5 12 C6 -3p4 3E4 SFS 2X4 N T -rQ4� - H it b v B I 11 1 �i A/ 11 u J 3X4(A1) 1112X4 =5X5 =3X4 =3X4 =5X8 m3X4(A1) A- 11'5" A 4'4" 1 1811" A 1'4„I 6'1"12 I 5'1"8 I 44" I 5'8"4 I 310 I 76"8 114" 6'1"12 11'3"4 157"4 21'3"8 25'1"8 34'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in lac Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.038 K 999 240 B 466 /119 /- /- /- /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.111 K 999 180 N 712 /126 /- I- /- /4.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.009 K - - M 1483 /348 /- /- /- /4.0 Des Ld: 37.00 EXP:C HORZ(TL): 0.017 K - - I 712 /177 /- /- /- /4.0 Mean Height:15.00 ft NCBCLL: 10.00 TCDL:4.2 psf Code I Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.996 B Min Brg Width Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.721 N Min Brg Width Req= 1.5 M Min Brg Width Req= 1.5 Spacing:24.0" C&C Dist a:3.47 ft Rep Factors Used:Yes Max Web CSI: 0.473 I Min Brg Width Req= 1.5 Loc.from endwall:Any FT/RT:0(0)/5(2) GCpi:0.18 Plate Type(s): Bearings B,N,M,&I are a rigid surface. Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 Members not listed have forces less than 375# Lumber Maximum Top Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 B-C 90 -450 F-G 152 -748 Webs 2x4 SP#3 D-E 612 -166 G-H 156 -762 Special Loads E-F 124 -632 H-I 294 -1094 -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC:From 55 pif at -1.33 to 55 plf at 12.94 Maximum Bot Chord Forces Per Ply(lbs) TC:From 28 plf at 12.94 to 28 plf at 14.94 Chords Tens.Comp. Chords Tens. Comp. TC:From 55 plf at 14.94 to 55 plf at 36.00 M-L 128 -503 K-I 976 246 BC:From 4 plf at -1.33 to 4 plf at 0.00 L-K 688 -142 BC:From 20 plf at 0.00 to 20 plf at 12.94 BC:From 10 plf at 12.94 to 10 plf at 14.94 BC:From 20 plf at 14.94 to 20 plf at 34.67 Maximum Web Forces Per Ply(lbs) BC:From 4 plf at 34.67 to 4 plf at 36.00 Webs Tens.Comp. Webs Tens. Comp. TC: 141 lb Conc.Load at 12.94,14.94 BC: 107 lb Conc.Load at 12.94,14.94 1Rtttflifrj,tsi C-N 115 -600 E-L 1243 -278 Purlins flS F " $�� D-M 150 -478 L-F 154 -491 ( M-E 334 -981 G-K 391 0 In lieu of structural panels or rigid ceiling use purlins ••e // 4.to laterally brace chords as follows: ,9$,'• Chord Spacing(in oc) Start(ft) End(ft) • TC 75 -1.33 6.00 •• • TC 74 6.00 21.58 • 0" ;1•.; .$ i TC 46 21.58 25.13 s TC 62 25.13 36.00 (* i * i BC 75 0.15 34.52 ; • Jolt Number: 545118 Ply: 1 SEAN:878168 /T23 COMN Cust:R9353 JRef: 1WbR93530010 1202 JASMINE ST. DUVAL CTY(BUILDING UNLIMITED)1202 JASMINE ST. DUVAL Qty: 3 FROM:RH DrwNo: 163.18.1525.35313 Truss Label: 812 JB / DF 06/12/2018 5'1"2I 9'6"8 I 13'11"14 19'1" FI 5'1"2 4'5"6 4'5"6 5'1"2 4X4 D 1 T 12 5 V a 2X4 ,-.---.2X4 N ►1 ►. (") O O -. V B F 11 %t A e. I _. G J_ 2X4(A 1) =5X6 '-2X4(A1) A 19'1" A 9'6"8 9'6"8 F-1'4" I y,6„8 19,1„ H Loading Criteria(pat) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udef! U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.047 G 999 240 B 800 /181 /431 /- /105 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.126 G 999 180 F 714 /152 /369 /- /- /4.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.019 G - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.034 G - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code!Misc Criteria Creep Factor:2.0 F Min Brg Width Req= 1.5 TCDL:4.2 psf Bearings B&F are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.959 g g Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.897 RepFactors Used:Yes Max Web CSI: 0.201 Members not listed have forces less than 375# Spacing:24.0” C&C Dist a:3.00 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 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 VIEW Ver:17.02.02.1208.15 B-C 422 -1318 D-E 317 -1001 Lumber C-D 303 -1000 E-F 438 -1331 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Purlins B-G 1179 -338 G-F 1195 -340 In lieu of structural panels or rigid ceiling use purlins Maximum Web Forces Per Plylbs to laterally brace chords as follows: (lbs) Chord Spacing(in oc) Start(ft) End(ft) Webs Tens.Comp. TC 59 -1.33 9.54 D-G 527 -77 TC 58 9.54 19.08 BC 120 0.15 18.94 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&Caadastitvntinuiliki member design. S F A,t�`411)? A N 40**30S_.• 'f' I ' O. 648 i• 1 * : i* ' * e ATE V #0 278 ��14944407 ONAit. ' d+ 06/13/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "'IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached riaid ceiling. Locations shown for permanent lateral restraint of webs shall havebraacingg installed per BCSI sections B3,B7 or 810, as applicable. Applplates to each faceoftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE . drawings 160A-Z for standard plate positions. Alpine,a division of IPA/Building Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the CONI,,CONI,,truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawingg or cover page6750 Forum Drive listing this drawing,indicates acceptance of roTessionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org • Job Number: 545118 Ply: 1 SEQN:878174 /T19 COMN Gust:R9353 JRef: 1WbR93530010 1202 JASMINE ST. DUVAL CTY(BUILDING UNLIMITED)1202 JASMINE ST. DUVAL Oty: 1 FROM:RH DrwNo: 163.18.1525.37243 Truss Label: B13 JB / DF 06/12/2018 5'1"2 9'6"8 1311"14 19'1" 1' 5',"2 I 4'5'6 I 4,5„6 I 5'1"2 4X4 D -'' T 12 5 2X4 2X4 N C .44041 .s- 1 o a _._. F `' A .. — tits G 2X4(A1) =5X6 =2X4(A1) — r 19'1. A 9'6"8 9'6"8 f'1,4" 1- 9'6.8 1- 19'1” P4.. Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria A Maximum Reactions(Ills) 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): 0.047 H 999 240 B 797 /180 /431 /- /116 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.126 H 999 180 F 797 /180 /431 /- /- /4.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.019 H - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.034 H - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 F Min Brg Width Req= 1.5 TCDL:4.2 psf Bearings B&F are a Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.998 9rigidsurface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.890 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: 0.199 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:0(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 B-C 731 -1309 D-E 555 -990 Lumber C-D 555 -990 E-F 731 -1309 Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Plylbs Bot chord 2x4 SP#2 (lbs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Purlins B-H 1171 -571 H-F 1171 -578 In lieu of structural panels or rigid ceiling use purlins Maximum Web Forces Per to laterally brace chords as follows: Ply(lbs) ) Chord Spacing(in oc) Start(ft) End(ft) Webs Tens.Comp. TC 60 -1.33 20.42 BC 120 0.15 18.94 D-H 523 -151 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C 1RNIpit► Atgi member design. 114 a Q ...\> 7 SSC.•.• <i: • o. 648 • • i *' ' /* ' * = ` VAT ` I�4 ".k.®V�C iJ r%t . \-. ry #0278 " DNAilihniiia ``t,N� 06/13/2018 '"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT*" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fbsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properlyattached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall havebracinginstalled per BCSI sections B3,B7 or B10, as applicable. Appy plates to each face of truss and position as shown above and on the JoinTDetails, unless noted otherwise. Refer to ALPINE I drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Componnts Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TP! 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing orover page 6750 Forum Drive listing this drawing,indicates acceptance of oroTessionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindusiry.com;ICC: www.iccsafe.org • Job Number: 545118 Ply: 1 SEQN:878180 /T20 GABL Cust:R9353 JRef: 1 WbR93530010 1202 JASMINE ST. DUVAL CTY(BUILDING UNLIMITED)1202 JASMINE ST. DUVAL Qty: 1 FROM:RH DrwNo: 163.18.1525.50710 Truss Label: B14 JB / DF 06/12/2018 14 71" ,7"13 06"8 1T9"2 18'5-3 3 '7"13 8'2"10 8'2"10 (8" H--210.8—4-14""i T (TYP) =4XI. 4 I ro I1lh1Ik33 Y3X3 P g AC =3X8 i =3X8 =5X5 1 19'1" 1 I-1,4" I 19'1" I 1,4"-I 19'1" (NNL) (NNL) f--4' -I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.002 C 999 240 AC'89 /16 /53 /- /12 /114 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.006 C 999 180 W'78 /22 /48 /- /- /114 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.002 0 - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.004 0 - - AC Min Brg Width Req= - NCBCLL:10.00 Mean Height 15.00 ft Code/Misc Criteria Creep Factor:2.0 W Min Brg Width Req= - TCDL:4.2 psf Bearings AC&W are a rigid Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.457 9 g d surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.028 RepFactors Used:Yes Max Web CSI: 0.021 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:0(0)/5(2) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 0-P 1039 -1054 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Plating Notes All plates are 2X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 35 -1.33 1.49 TC 75 1.49 18.05 TC 35 18.05 20.42 BC 120 1.03 18.05 tRtlllUUgftte Apply purlins to any chords above or below fillers hjf at 24"OC unless shown otherwise above. �,p,S fi„4 ��, 4fl ,••• • •-. i+- Wind .••s•\�� 8k**• ti Wind loads based on MWFRS with additional C&C �1 C member design. , o. 648 • Additional Notes 3 + ///// • See DWGS A14015ENC101014&GBLLETIN0118 for i * i / 7* V r i *M gable wind bracing and other requirements. : : i VATETruss designed to support 8"maximum gable .®: ; Q end overhang. • • '� $ o 278 '` i,SY NL"iliamonamti ,,�°'' 11T- 06/13/201 8 "'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted ottherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for_permanent lateral restraint of webs shall have br cing installed per BCSI sections B3,B7 or B10 as applicable. Appplates to each face otruss and position as shown above and on the JoinftDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE' Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawin anyy failure to build the ANT `oV truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover pa e6750 Forum Drive listing this drawing,indicates acceptance of oro7essionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinstorg;SBCA: www.sbcindustry.com;ICC:www.iccsafe.org Orlando FL,32821 Job Number: 545118 Ply: 1 SEQN:871986 /T21 /MONO Cust:RR9353 JRef: 1WbR93530010 1202 JASMINE ST. DUVAL CTY(BUILDING UNLIMITED)1202 JASMINE ST DUVAL Qty: 4 FROM:RH DrwNo: 163.18.1447.14431 Truss Label: B15 TCE / DF 06/12/2018 1112X4 12 111. T u) fN (o fV Er) ■ I fV �� ►t D 2X4(A1) 1112X4 r 4'7. I— 1'4" I 4 7'. H 4,7" Loading Criteria(pat) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 272 /54 /173 /- /83 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 152 /46 /93 /- /- /4.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.003 D - - Wind reactions based on MWFRS Des Ld: 37.00 EXP.C HORZ(TL): 0.006 D - - B Min Brg Width Req= 1.5 Mean Height:15.00 ft D Min BrgWidth Re 1.5 NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 q= Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.220 Bearings B&D are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.184 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.085 Members not listed have forces less than 375# 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:17.02.02.1208.15 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 -1.33 4.58 BC 53 0.15 4.58 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C 1W0111111#40 member design. /0.„.4 r' a tgr��n' Right end vertical not exposed to wind pressure. cs1,00,•*4 �+'`B".ifr,7- 1 • • 3 t 0. 648 • it - * . /* / ,.0', §TATE tc�1 r0� t OR • cps, U•�a #0 278 /`� /O NAk J'ra. u kntrtrtirlisso 06/13/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI anSBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral-restraint of webs shall have bracinginstalled per BCSI sections 63,B7 or B10, as applicable. AppTplates to each face of truss and position as shown above and on the JointtDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawin anyy failure to build the a,7,�.0,,;T;, truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa e6750 Forum Drive listing this drawing indicates acceptance of oro-fessionar en ineering responsibility solely for the design shown. The sui(ability and use of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. Suite 305 For more information see this job'sgeneral notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.t inst.or SBCA: www.sbcindus Orlando FL,32821 1 P 9 P p g: try.com;ICC: www.iccsafe.org • Job Number. 545118 Ply: 1 SEQN:878189 /T18 HIP_ Cust:R9353 JRef: 1VVbR93530010 1202 JASMINE ST. DUVAL CTY(BUILDING UNLIMITED)1202 JASMINE ST. DUVAL Qty: 2 FROM:RH DrwNo: 163.18.1525.53423 Truss Label: HJ16 JB / DF 06/12/2018 5'4"5 9'10"1 H 5'4"5 I 4'5"12 D 12 3.54 t/ 2X4 C el ir v..-;:. N N o, En ih B °�'1 q/ FE 2 4X4 J-- X4(A1) 1'10"10 9'3"10 I9'1� "1 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.025 C 999 240 B 395 /101 /- /- /- /4.9 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.066 C 999 180 E 353 /13 /- /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.006 F - - D 210 /107 /- /- /- /1.5 Des Ld: 37.00 EXP:C HORZ 0.010 F - - Wind reactions based on MWFRS Mean Height:15.00 ft m) NCBCLL:0.00 Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 TCDL:4.2 psf E Min BrgWidth Re Soffit: 2.00 BCDL:5.0psf Bldg Code: FBC 2017 RES Max TC CSI: 0.985 q= - Load Duration:1.25 TPI Std: 2014 Max BC CSI: 0.384 D Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.288 Loc.from endwall:NA FT/RT:0(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 Chords Tens.Comp. Lumber B-C 246 -639 Top chord 2x4 SP#2 Bot chord 2x4 SP SS Dense Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Purlins B-F 609 -224 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) Maximum Web Forces Per Ply(lbs) TC 73 -1.89 9.84 Webs Tens.Comp. BC 116 0.15 9.84 Apply purlins to any chords above or below fillers C-F 240 -652 at 24"OC unless shown otherwise above. Loading Hipjack supports 6-11-8 setback jacks with no webs. Ilttllfisi/ Wind �t5 Fj UyyJJ ` Ji JJG, Wind loads and reactions based on MWFRS. j\�)V�`r`]•(�'+�'� �'a0 .f yQky f.' 0. : .648 a. • 7 . _ § AATE • JP •e..raw• *. #0 278 4. 9',�t'S/d�Al-� U J4i4utwman>'no- 06/13/2018 *"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottomhord shall have a properly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have braacin installed per BCSI sections B3,B7 or B10, as applicable. AppTy plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin ompon nts Gro4up Inc.shall not be responsible for any deviation from this drawin an failure to build the AN MN COMPANY truss in conformance with ANSI/TPI1,or for handling,shipping,installation and bracing oftrussesA seal on this drAwing or cover page.. 6750 Forum Drive listing this drawing,indicates acceptance of proiessionar engineering responsibility solely for the des i n shown. The suit-ability ability Suite 305 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinstorg;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Job Number: 545118 Ply: 1 SEQN:878201 /T2 HIP_ Gust:R9353 JRef: 1WbR93530010 1202 JASMINE ST. DUVAL CTY(BUILDING UNLIMITED)1202 JASMINE ST. DUVAL Qty: 1 FROM:RH DrwNo: 163.18.1525.56113 Truss Label: HJ17 JB / DF 06/12/2018 5'1193 I65II1 5'11"13 5"4 1112X4 C ,e 12 T - 3.54 V _N fV Cs Ot BVS. fV II - 1 A .. .. ►. ' F��E 2X4(A1) 1112X4 — 6'5"1 1 1,10"10 5'11"13 H 5'11"13 6- 16.5'11 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 220 /64 /- /- /- /4.9 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA E 229 /46 /- /- /- /5.7 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.004 F - - Wind reactions based on MWFRS Des Ld: 37.00P'C — -- HORZ(TL): 0.006 F - - B Min Brg Width Req= 1.5 NCBCLL:0.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 E 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 2017 RES Max TC CSI: 0.347 g g Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.172 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.088 Loc.from endwall:NA FT/RT:0(0)/5(2) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 • Webs 2x4 SP#3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 -1.89 6.42 BC 75 0.15 6.42 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Hipjack supports 4-6-8 setback jacks with no webs. (�+`ltttidNik►/r. f t`J� Wind ,,f'�•+ ,r 14, Wind loads and reactions based on MWFRS. icy,....,... ' •�`.n.4 Right end vertical not exposed to wind pressure. +' •oN CC` ••` 4 i • a. : •648 1.• 1• * * % * - r • i ,p`, ATE ., ftp ONO- viss #0 278 „."" rwrrnuiu+t►v 06/13/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr safe pactices 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 propef!y attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, as applicable. Appplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of ITW Buildin omponents Group Inc.shall not be responsible for any deviation from this drawinq any failure to build the truss in conformance with ANSI 11,or for handling,shipping,installation and bracing of.trussesA seal on this drawing or cover patge,, 6750 Forum Drive listing this drawing indicates acceptance of prooesslonar engineering responsibility solely for the design shown. The sui ability Suite 305 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: w 'w.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number. 545118 Ply: 1 SEQN:878207 /T12 /EJAC Cust:RR9353 JRef: 1 WbR93530010 1202 JASMINE ST. DUVAL CTY(BUILDING UNLIMITED)1202 JASMINE ST. DUVAL Qty: 8 FROM:RH DrwNo: 163.18.1447.14572 Truss Label: EJ18 TCE / DF 06/12/2018 C 12 5 ih a, io $1 A 03,01 ►.1 2X4(A1) H- 1'4" I T 7' Loading Criteria(pat) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): B 357 / /221 /- /119 /4.5 Risk Category:II � :NA) D 126 /- /69 /- /- /1.5 BCDL: 10.00Snow Duration:NA HORZ(LL): 0.015 D - - C 167 /91 /85 /- /- /1.5 Des Ld: 37.00 EXP:C HORZ(TL): 0.027 D - - Wind reactions based on MWFRS Mean Height:15.00 ft B Min BrgWidth Re1.5 NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 q= Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.672 D Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.488 C Min Brg Width Req= RepFactors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall: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:17.02.02.1208.15 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 -1.33 7.00 BC 75 0.15 7.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. iRttigtttg7lJ�tA 444:44•0(NCit Se.:4: : • Q��y 3 a • 7� /* / *• " <'i ••••tea••• ' % #0 278 'o, t✓i insaitUtiO" 06/13/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. shall noted otherwise,top chord shall have properly attached structural sheathing and bottom chord have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall hay bracing installed per BCSI sections B3,B7 or B10, as applicable. AppTy plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of ITW Building_components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the A,,,,,,Co,,,,q,,., truss In conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of.trussesA seal on this dr wing or cover page.. 6750 Forum Drive listing this drawing,indicates acceptance of roTesstonar engineering responsibility solely for the design shown. The suitability Suite 305 and use of this dawing for any structure is thepresponsibility of the Building Designer per ANSI/TPI 1 Sec.2. Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Jot Number: 545118 Ply: 1 SEON:871907 /T14 /EJAC Cust:RR9353 JRef: 1WbR93530010 1202 JASMINE ST. DUVAL CTY(BUILDING UNLIMITED)1202 JASMINE ST. DUVAL Qty: 4 FROM:RH DrwNo: 163.18.1447.14446 Truss Label: EJ19 TCE / DF 06/12/2018 5715 7' 5'2"15 { 1'9"1 E 1112X44 ter/ 12 T - 5 V i rn ih 11122C4 �i ■ _ r1 1 N ih T B ��'. H G F _.' 3X4 1112X4 2X4(A1) %4X4 12 - 14 2'4" 1'4" 1'6"15 1'9"1 2'4" { 3'8" { 5'2"15 I 7' H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.141 H 585 240 B 361 /62 /225 /- /119 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.376 H 318 180 F 112 /27 /72 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.047 C - - E 139 /46 /84 /- /- /1.5 Des Ld: 37.00 EXP:C HORZ(TL): 0.086 C - - Wind reactions based on MWFRS Mean Height:15.00 ft NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.574 F Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.446 E Min Brg Width Req= RepFactors Used:Yes Max Web CSI: 0.212 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:not in 9.00 ft FT/RT:0(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 -1.33 7.00 BC 26 0.15 2.33 BC 20 2.33 3.67 BC 40 3.67 7.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. litt Wind t ' fl1I••••a,sl'4 Wind loads based on MWFRS with additional C&C �l`S RAN, member design. �O;s...ss ' •*•.Z ,/ _ .�` SF s. s 4 • ss • O. ' •648 _* ' * ' * = 1 • 74 ,p 11% TATE f • tt ..44 S ORA:0. � . OOOO .� #0 278 ''�4rNA 44sunt OA.- stallin` 0�` 06/13/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)Mr 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 properly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracing9 installed per BCSI sections B3,B7 or B10 as applicable. Apply plates to each face oftrussand position as shown above and on the JoinrDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the AN RW COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing,indicates acceptance of prooessionar engineering responsibility solely for the design shown. The suitability and use of this awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC:www.iccsate.org • Job'Number: 545118 Ply: 1 SEQN:878171 /T24 EJAC Cust:R9353 JRef: 1 WbR93530010 1202 JASMINE ST. DUVAL CTY(BUILDING UNLIMITED)1202 JASMINE ST. DUVAL Qty: 2 FROM:RH DrwNo: 163.18.1526.00280 Truss Label: EJ20 JB / DF 06/12/2018 C 12 5 r ?A o N M B 41 ►1 2X4(A1) 6' 1'4" I I 6' Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pt NA Ce:NA VERT(LL):NA BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA B 321 /60 /581 /- /104 /4.5 Risk Category:II (TL) D 1077 /- /58 /- /- /1.5 BCDL: 10.00 Snow Duration:NA HORZ(LL): 0.009 D - - C 141 /77 /71 /- /- /1.5 Des Ld: 37.00 EXP:C HORZ(TL): 0.016 D - - Wind reactions based on MWFRS Mean Height:15.00 ft B Min BrgWidth Re 1.5 NCBCLL:10.00 TCDL:4.2 psf Code I Misc Criteria Creep Factor:2.0 q= Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.466 D Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.352 C Min Brg Width Req= - RepFactors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall: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:17.02.02.1208.15 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 -1.33 6.00 BC 70 0.15 6.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Itttttnlfirstif icS 0°.;-./ ek.4.4`• 1/ 4 f a. 648 • it 3 ' i *: ,i* : * - - • • i ap y3‘ATE /cc g jc • . ` ,4 � •. tOR\.... #0 278 ` �k670NAt- , gliruruarnuII 06/13/2018 "WARNING'"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections ctions B3,B7 or B10, as applicable. Applplates to each face,of truss and position as shown above and on the JoinrDetails, unless notedotherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawin arty failure to build the truss m conformance with ANSIITPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of oroTessionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP1 1 S-ec.2. Suite 305 For more information see this job's general notes page and these web sites ALPINE:www.alpineitw.cam:TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 545118 Ply: 1 SEQN:878210 /T9 / JACK Cust:RR9353 JRef: 1WbR93530010 1202 JASMINE ST. DUVAL CTY(BUILDING UNLIMITED)1202 JASMINE ST. DUVAL Qty: 4 FROM:RH DrwNo: 163.18.1447.14618 Truss Label: CJ21 TCE / DF 06/12/2018 _C 11 � 12 5 N N 1 A OM D 2X4(A1) �- 1'4" s e 4'11"1 1 4'11"11 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl 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 /- /- /1.5 Des Ld: 37.00 EXP:C — HORZ(TL): 0.008 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft TCDL:4.2 psf Code I Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.294 D Min Brg Width Reg= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 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:17.02.02.1208.15 Lumber - Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 -1.33 4.97 BC 58 0.15 4.97 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. (fltltnJt1 fikS FL.a.;**„ 3 i • 0. •648 •I. 3' • • * : * : * = • • ATE • la CC 1 ¢ #0 278 149w� w ` 06/13/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsa safety practices prior to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny attachd rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have braacingg installed per BCI sections B3,B7 or B10 as applicable. Appy plates to each face oftrussand position as shown above and on the JointDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN my COMPANYtruss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of oroTessionar engineering responsibility solely for the design shovtin. The suitability and use of this drawing, for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 545118 Ply: 1 SEAN:878204 /T10 /JACK Gust:R R9353 JRef: 1 WbR93530010 1202 JASMINE ST. DUVAL CTY(BUILDING UNLIMITED)1202 JASMINE ST. DUVAL Qty: 6 FROM:RH DrwNo: 163.18.1447.14415 Truss Label: CJ22 TCE / DF 06/12/2018 12 __C 5 i l T Lo B ielLn T1 i ..‘i MIIIIIIIN A �. ►m p �� 2X4(A1) H 1'4" _ _ 2'11"11 H 2'11"11 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 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:II Snow Duration:NA HORZ(LL): 0.001 D - - C 57 /33 /26 /- /- /1.5 Des Ld: 37.00 EXP:C HORZ(TL): 0.001 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 D Min BrgWidth Re Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.247 q= - TPI Std: 2014 Max BC CSI: 0.069 C Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Loc.from endwall:Any FT/RT:0(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 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 Wind loads based on MWFRS with additional C&C member design. 444,ts, 00000 az„ ....... , • O. O ; •648 • S •a S t* a * a , • 0 • ATE • •:r #0 27 'i''S70 NAL `Vti'': 06/13/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and'SBCA)f'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections 83,B7 or B10, as applicable. AppTy plates to each faceof truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to ALPINE' P drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc..shall not be responsible for any deviation from this drawin an failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page._ 6750 Forum Drive listing this drawing indicates acceptance of oroTessiona engineering responsibility solely for the design shown. The suitability Suite 305 and use of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job'sgeneral notes page and these web sites: ALPINE: www.al ineitw.com;TPI:www. inst.or;SBCA: www.sbcindus Orlando FL,32821 1 P 9 P tp' g try.com;ICC: www.iccsafe.org Job Number. 545118 Ply: 1 SEQN:878186 /T22 JACK Gust:R9353 JRef: 1 WbR93530010 1202 JASMINE ST. DUVAL CTY(BUILDING UNLIMITED)1202 JASMINE ST. DUVAL Ory: 6 FROM:RH DrwNo: 163.18.1526.02550 Truss Label: CJ23 JB / DF 06/12/2018 12 5 C --A- . Lo ri WaliC° : M A D 2X4(A1 ) F 1'4" H 11"11 7 11"11 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# ' Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 200 /73 /144 /- /30 1 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 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 TCDL:4.2 psf D Min BrgWidth Re Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.217 q= - TPI Std: 2014 Max BC CSI: 0.027 C Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Loc.from endwall:Any FT/RT:0(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 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. Wind Wind loads based on MWFRS with additional C&C member design. 'kir ettp.S FLZG 1 a• t'0. ;t646 s * _ ,�•, ATE M .•"c •aa*.**** #0 278�"y s/0NAI ti** 06/13/2018 **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fbr safety actices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall havebracinginstalled per BCI sections B3,B7 or B10, as applicable. AppTy plates to each face of truss and position as shown above and on the JoinDetails, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin omponents Group Inc.shall not be responsible for any deviation from this drawin any failure to build the µ„wC ,,,. truss in conformance with ANSI/TPI1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa e,, 6750 Forum Drive listing this drawing indicates acceptance of orooessionar engineerinresponsibility solely for the desi n shown. The suitability Suite 305 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP!Al S�c.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC:www.iccsafe.org Orlando FL,32821 • Job Number. 545118 Ply: 1 SEQN:878198 /T8 JACK Gust:R9353 JRef: 1WbR93530010 1202 JASMINE ST. DUVAL CTY(BUILDING UNLIMITED)1202 JASMINE ST. DUVAL Qty: 1 FROM:RH DrwNo: 163.18.1526.11787 Truss Label: CJ24 JB / DF 06/12/2018 3,8"11 ,4'1,'!5 H 3'8"11 15 41 1112X4 = 12 - TT 5 L.,,,--- v o v B Ni..._. i__aiggilldll I N E 2X4(A1) F — 1112X4 f- 4'1"15 3111 5' I--1'4" {- 3'8"11 14,1:15 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or`=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): NA B* 94 /22 /59 /- /18 /49.9 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): Risk Category:II R ):NA Wind reactions based on MWFRS BCDL: 10.00Snow Duration:NA HORZ(LL): 0.002 F - - B Min Brg Width Req= - Des Ld: 37.00 EXP:C HORZ(TL): 0.003 F - - Bearing B is a rigid surface. Mean Height:15.00 ft NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.140 Members not listed have forces less than 375# Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.126 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.065 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:17.02.02.1208.15 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 71 -1.33 4.16 BC 48 0.15 4.16 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C 1041/4ir member design. ll'S F ,,,f�frf� V�saaa��aaaa !,N s.4:Zr.„4"Or quo-. • ‘ > ' o. ; •648 a st • * ' * •i a s ;.1 a h� • ,�e' 111E • �+ .7. L o • So �ttWlttiSN #1 06/13/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracingq installed per BCSI sections B3,B7 or B10, as applicable. Appy plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the ,u,„y,COMPANYtruss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing,indicates acceptance of pro essionaengineeringresponsibility solelyfor the design shown. The suitability and use of this drawing for any structure is the responsibility of the uilding Designer per-ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 CLR ReinForcinc Vemoer Suostitution T-Reinforcement • This detail is to be used when a Continuous Lateral Restraint (CLR) Or T-Reinf, Is specified on a truss design but an alternative web L-Reinforcement: or reinforcement method is desired. L-Reinf. ,. Apply to either side of web narrow face. , Attach with 10d <0,128'x3.0',min) nails , � at 6' o.c. Reinforcing member is Notes: a minimum 80% of web member length. This detail is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. .� X Alternative reinforcement specified in chart below may be conservative, .IN For minimum alternative reinforcement, re-run design with appropriate mi. X / reinforcement type. /X\\ T-Reinf. L-Reinf, Web Member Specified CLR Alternative Reinforecement Scab Reinforcement: Size Restraint T- or L- Reinf, Scab Reinf, 2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web. 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face. I. Attach with 10d <0,128'x3.0',min) nails 2x6 1 row 2x4 1-2x6 at 6' o.c. Reinforcing member is a 2x6 2 rows 2x6 2-2x4(310 minimum 80% of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(1I) Scab Reinf, T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. (310 Center scab on wide face of web, Apply (1) scab to each 1Rpla$fgl I face of web. ��fj/1;fitIVIIS ••�*•• * •a•si•r4z,,,,,,,i I.. ... y1 ' S, .+ -s • ' : * Y 1 or 0. • 8 w i • y s■WARNIIXiro READ AND FOLLOW ALL NOTES ON THIS DRAWING ,,,. • ( •� Ti iC a PSF REF CLR S u b s t. ..IWIRTANT.FIRNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. • i ele Trusses require extreme care M fabricating,handling,shipping,Installing and bracing. Refer to d * fall¢w the latest edition of BCSI(Building Component Safety Infornnby TPI and SBCA)for sof+y e' ATEDL PSF DATE 10/01/14 practices prior to performing these functions. Installers shall provvideide temporary bracing per BC �er� Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom ray PSF DRWG BRCLBSUB1014 shall have a property attached rigid ceiling. Locations shown for permanent lateral restraint of ,s LPO w shall have bracing installed per B SI sections B3,B7 or BIO,as applicable. Apply plates to each fac II ALJ J�1` I of truss and position ns shown above and on the Joint Details,unless noted otherwise. * �� sss��zzz n�••• PSF AN�� I V Refer to dr¢wlnps If 11 for stantlnrd plate posltlo In 41 ‘6:414‘.** +�.6 •1 0RV° •• \ � R\rINroM� Alpine, dlNslon of ITV Buildlnp Components Group Inc.shop rat be responsible for any devl¢tlon from f tta••*�•ats�� • LD. PSF this dirnekg any follvY to bWld the truss In canfornnncc with ANSI/TPI 1,or For Fondling,shipping, f installation L bracing of trusses. f/r A seat on tNs drawing or cover page listing this drawing,bvdcates acceptance of professional St ,t 1\13723\Riverport\Drive engineering responsibtty solely for the design sham. The sultobillty and use of this drawing A� ,w UR. FAC, \\Suite\200 far any structure is the responsibility of the Buildng Designer.per ANSVTPI 1 Sect. �'Mlfyy n{yttUY� \\Maryland\Heights,\MO\63043 For more Information see this Job's general notes page and these web sites. ALPINE.eww.olpineltw.com)TPI.www.tpinst.org)SBCA vw.sbclndustry.orgi ICC.www.lccs¢fe.org sn?7X 06/13/2018 SPACING Gable Stud Reinforcement Detail ASCE 7-101 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Ori 120 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Orr 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Ori 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) 1x4 'V Brace ■ (1) 2x4 'V Brace • (2) 2x4 'V Brace we (1) 2x6 'V Brace sl (2) 2x6 'L' Brace *IIBracing Group Species and Grades. , Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A: S #1 / #2 4' 3' 7' 3' 7' 7' 8' 7' 8' 11' 10' 3' 10' 8' 13' 6' 14' 0' 14' 0' 14' 0' Spruce-Pine-Fir Hem-Fir SPF #1 / #2 Standard *2 Stud CD <J P #3 4' 1' 6' 7' 7' 1' 8' 6' 8' 10' 10' 1' 10' 6' 13' 4' 13' 10' 14' 0' 14' 0' #3 Stud #3 Standard O u 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' 1' 5' 8' 6' 0' 7' 7' 8' 1' 10' 1' 10' 6' 11' 10' 12' 8' 14' 0' 14' 0' Douglas Fir-Larch Southern Pines■ QJ #1 4' 6' 7' 4' 7' 8' 8' 8' 9' 0' 10' 4' 10' 9' 13' 8' 14' 0' 14' 0' 14' 0' _JStud Stud • 5 P #2 4' 3' 7' 3' 7' 7' 8' 7' 8' 11' 10' 3' 10' 8' 13' 6' 14' 0' 14' 0' 14' 0' Standard Standard #3 4' 2' 6' 0' 6' 4' 7' 11' 8' 6' 10' 2' 10' 7' 12' 5' 13' 4' 14' 0' 14' 0' d cu D F L Stud 4' 2' 6' 0' 6' 4' 7' 11' 8' 6' 10' 2' 10' 7' 12' 5' 13' 4' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 6' 10' 2' 11' 0' 11' 10' 14' 0' 14' 0' Group B: _U #1 / #2 4' 11' 8' 4' 8' 8' 9' 10' 10' 3' 11' 8' 12' 2' 14' 0' 14' 0' 14' 0' 14' 0' Hem-Fir SPF #3 4' B' 8' 1' 8' 8' 9' 8' 10' 1' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' #1 6 Btr L U H F Stud 4' 8' 8' 1' 8' 6' 9' 8' 10' 1' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' #1 w - I� Standard 4' 8' 6' 11' 7' 5' 9' 3' 9' 11' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' Douglas Fir-Larch Southern Plneww■ #1 5' 1' 8' 5' 8' 9' 9' 11' 10' 4' 11' 10' 12' 4' 14' 0' 14' 0' 14' 0' 14' 0' #1 *1 > SP #2 4' 11' 8' 4' 8' 8' 9' 10' 10' 3' 11' 8' 12' 2' 14' 0' 14' 0' 14' 0' 14' 0' #2 *2 _ `▪D w D F L #3 4' 9' 7' 4' 7' 9' 9' 9' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' 1x4 Braces shall be SRH (Stress Rated Board), Stud 4' 9' 7' 4' 7' 9' 9' 9' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' ww*For 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 S 2 #1 / #2 5' 5' 9' 2' 9' 6' 10' 10' 11' 3' 11' 8' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades. d _ SPF #3 5' 1' 9' 0' 9' 4' 10' 8' 11' 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes: l_.7 U F Stud 5' 1' 9' 0' 9' 4' 10' 8' 11' 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion is L/240. O H Standard 5' 1' 8' 0' 8' 6' 10' 8' 11' 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 55 plf over X #1 5' 8' 9' 3' 9' 8' 10' 11' 11' 4' 13' 0' 13' 6' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing <5 psf 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' 12' 10' 13' 4' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 1' 7' 5' 7' 11' 9' 11' 10' 7' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Symm it Attach 'L' braces with lad (0.128'x3.0' min) nails. ' I I About) able Truss �I 1 I * 31( For (1) 'L' brace' space nails at 2' o.c. ��` in 18' end zones and 4' o.c. between zones. Diagonal brace options A(wi or (2) 'L' braces. space nails ¢t 3' o.c. vertical length may be 1 T w 81 In 18' end zones and 6' o.c. between zones. doubled when diagonal 18' 'L' bracing must be a minimum of 80% of web brace is used. Connect L H� member length. diagonal brace for 450# 'L• at each end. Max web / Brace `'� Gable Vertical Plate Sizes total length is 14'. ��_ 31E 31E 4'.!•�•Minna a.. Vertical Length No Splice 2x4 DF-L *2 or I �� % Less than 4' 0' 1X4 or 2X3 better miagannl r tl f �/�1 Greater than 4' 0' 354 brace) single '' Vertical length showncut18' .�i , • � •• h'I((r or double In table above. , + Refer to common truss design for AO 45' (ns shown) at L_ 1 f . / s / upper end. 4 0 4 f LL.s� i, f �� ,,�.. peak, splice, and heel plates. / / / A, .54ring • /- / Refer to the Building Designer for conditions Connect diagona at • Q midpoint of vertical web. 1 Refer to chart aif rve ft e 1'a.* "''81e •thi not addressed by this detail. la wVVARBmICie READ NO FOLLOW ALL BUTES ON THIS BRAVING a ww •. pa+Twrt■w FlraaSH THIS BRAVING wINCLUDING TO ALL crRACTIRS �UDING ne INSTALLERS. 1"ae i *. • * REF ASCE7-10-GAB14015 Trusses require extreme care In fabricating,handing,shipping,Installing and bracing. Refer Ala rrH` • • m follow the latest edition of BCSI(Building Component Safety Information, by TPI and MA)for safety • ; DATE 10/01/14 practices prior to performing These functions. Installers shall provide temporary bracing per Ba,.I. A �*• • �� Unless noted otherwise,top chord shall have properly attached structural sheathing and botton•,�:hory.A ATE �• DRWG A14015ENC101014 shall have a property attached rigid ceiling. Locations shown for permanent lateral restraint of be''•�f � shall have bracing installed per BCSI sections B3,87 or BIO,as applicable. Apply plates to each f�ke�['� P - of truss and position as shown above and on the Joint Details,rimless noted otherwise. ✓,,.-�T �* /� ��N Refer to drawings 160A-Z for standard plate positions. 'jap,° ��PL `+ RVi) ". ° Alpine,a division of Ind BuldYq Components Group Inc shall not be responsible for any deviation fr vty, 0K AN 1n�NCOMPANY this drawingany failure to build the truss h conformance with ANSI/TPI 1,or for handling,shipping, •r• ••' installation a radng of trusses.A seal on thls drawing or drawing,ting this �iy j •'��• T❑T, LD, 60 PSF engineering rtsprnslbeity solelyvf er tlr dem shorn ThsuitabB ty acceptance and puse of this drawing 11#1/6,...1.51/° /# jrh)a �l \\Suite\ RiverpaU\Drive �• V��s �r� \\Suite\200 for any structure Is the responsibility of the Boling Designer per A ISI/TPI I Sect. t/ f Y. .`s� \\Maryland\Heights,\MO\63043 For more Information see this Job's general notes page and these web sites. -"rietiffillailtilnw" ALPINE,www.alpineitwcomi TPI.www.tpinst.orgi SBCA, esesbeindustry,orgi ICC,www)ccsafe.org o')-lx /6/1349.48 MAX, SPACING 24.0' Gable Detail For Let-in Verticals Gable Truss Plate Sizes About O Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. w " Refer to Engineered truss design for lop �� +� 9 9 peak, splice, web, and heel plates. O ®If gable vertical plates overlap, use a single plate that covers the total area of �` the overlapped plates to span the web. Gable '2 111 © Vertical 2X4 Length Example, ty•. 2X4 2X8 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing © Member Member © O Toe-mall - Or - End-nail amimpiniIl►e1 hiz, ,i, lki ,,. � O O To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on Provide connections for uplift specified on the engineered truss design. appropriate Alpine gable detail). Attach each 'T' reinforcing member with End Driven Nails, Maximum allowable 'T' reinforced gable vertical IOd Common (0.148'x 3.',min) Nails at 4' o.c. plus length is 14' from top to bottom chord. (4) nails In the top and bottom chords. 'T' reinforcing member material must match size, RI•Id Shenthin• Toenalled Nails specie, and grade of the 'L' reinforcing member. IOd Common (0,l48'x3•,min) Toenails at 4' o.c. plus Web Length Increase w/ 'T' Brace I 4 Nall 1� �1 (4) toenails In the top and bottom chords. g This detnll to be used with then ro rinte Al Ind 'T' Relnf. T' T• pp p p gable detail for ASCE Mbr, Size Increase Reinforcing wind load, Member 2x4 30 ASCE 7-05 Gable Detail Drawings Example 2x6 20 A13015051014, Al2o15051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 VInd Speed = 120 mph Gable Nails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Truss Spaced At ASCE 7-10 & ASCE 7-16 Gable Detnll Drawings Gable Vertical = 24'o.c. SP #3 4' O.C. A11515ENC100118, A12015ENC100118, A14015ENC100118, A16015ENC100118, 'T' Reinforcing Member Size = 2x4 A18015ENC100118, A20015ENC100118, A20015END100118, A201 ,. , 'RIM% 'T' Brace Increase (From Above) = 30% = 1.30 A11530ENC100118, A12030ENC100118, A14030ENC100118, - .i 0 , .111.9.z.4 "1,, ' (1) 2x4 'L' Brace Length = 8' 7' A18030ENC100118, A20030ENC100118, A20030END100.'', e• 0 •. Ol ��J Maximum 'T' Reinforced Gable Vertical Length SIIS1SENC100118, S12015ENC100118, S14015ENC10e t' rr,e : •♦or i 1.30 x 8' 7' = 11' 2' S18015ENC100118, S20015ENC100118, S20015EN I i o ] P...e �••♦ S1153OENC100118, 51203OENC100118, S14030E OV, tet0• 11 ♦♦ • 518030ENC100118, S20030ENC100118, S20030 D10011 5200 0-ED100,8 �1 4 Nall iii ri �ti^ • • • Ceilingfor maxim unreal" See appropriate Alpine gable detail orc noab:,,F- _t le .tel4 a V• • • • ' • • a ■ NeWARNINGI_READ AND FOLLOW ALL NOTES ON THIS CRAVING 1 * { i i s seDroRTAm.FURNISH THIS BRAVING TO ALL CnNTRACTnaS INCLUDING Tie INSTALLERS. • REF LET-IN VERTA Trusses require extreme care N fabricating,handling, shipping,Installing and bracing. Refer to f ■ folios the latest edition of BCSI (Building Component Safety Information,by TPI and SBCA) for sa y,o • ATE f o rte' DATE 01/02/2018 practices prior to performing these Functions. Installers shall provide temporary bracing per BC ♦ ♦ J, jaw Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom e ♦ 1( shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of w '. /C Q`,� `, 0 D R W G G B L L E T I N 0118 A. ALP 11 s� ' shallt have bracingion{aed per BCSIand sections B3, BIO,as ssbno Apply wtes to each fac Vit ♦ C O�,p ♦• I\v' of truss and position as shown above and on the Joint BIO,Details,unless noted otherwise. 1� f1f �* �A Refer to drawings 160A-2 for standard plate positions. �,, i■■ss■w♦• V� Alpine, n division of ITV Building Components Group Inc.shall not be responsible for any deviation from IIr t� AN MN COMPANY this drawing,any failure to build the truss n conformance with ANSI/TPI 1,or for handing,shipping, 1 S/0 NAI. MAX. TOT. LD. 60 PSF installation&bracing of trusses. `�� A seal on this drawing or cover page listing this drawing,i dcates acceptance of professional I\13723\Riverport\Dove engineering responsibility solely for the design show.. The suitability and use of this drawing q/tyH1liilu�� DUR, FAC, ANY \\suite\200 for any structure is the responseiIty of the Dulling Designer per ANSI/TPI I Sect #0 278 06/13/2018 \\Maryland\Heights,\MO\63043 For more Information see this Job's general notes page and these web sites. MAX. SPACING 24.0' ALPINE.www.alpineitw.coni TPI.nww.tpinstorgl SBCA. www.sbcindustryarge ICC.wwwiccsafe.org Cr) O (.0 06 :J23 :J22 � S :21 U §§7 JOB: 545118 ; CD \8§ Li: 1202 JASMINE ST 0 2\¢ o PLAN: - DESIGNER: H PITCH: 6/12 OVERHANG: >" WIND CODE: 130 MPH - EXP B - CLOSED ALL TRUSS PLATES ARE ALPINE PLATES ALPINE WAVE PLATE APPROVAL # 1999.3 ALPINE HS PLATE APPROVAL # 5992 ENGINEER OF RECORD MARTIN ENGINEERING 13245-4 ATLANTIC BLVD 261 JACKSONVILLE, FL 32225 904-472-1459 LICENSE 2202 6-2-18 - REVIEsD - - 9'-O" BRG HGT cn W § \k#f )T - V52 "ft \\\- c! . ,- z:14/11EK %®2i$«` `k O 2/k M t t g o74qia geg'w F #\\■R-7 o#Eafiii-e <a , § . , rs tT � e ._ g O h- ggik 222,2 � o,t &{•11« Bf)I2§/q Ef .ics23 § $ % 1 34'8' 1 1 12'11' - r 21'9' f co N w (L (`') ,y N N (L N N N vl6- U U U W U U U 1 1 1 1 1 11 II 1 1 1 1 1 1 1 1 1 c CJ2 — co,).. 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