Loading...
1627 PARK TER E - PORCH PERMIT ,:kyr , J,4 SS1 iii CITY OF ATLANTIC BEACH ���' 1800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 "',:3 �'' INSPECTION PHONE LINE 247-5814 RESIDENTIAL - ALTERATION RESIDENTIAL MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RES17-0038 Description: interior& back porch remodel Estimated Value: 200000 Issue Date: 8/14/2017 Expiration Date: 2/10/2018 PROPERTY ADDRESS: Address: 1627 E PARK TER RE Number: 172020 0208 PROPERTY OWNER: Name: Quinn Baker '' w Address: 1627 Park Terrace East Atlantic Beach, FL 32233 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: CORNELIUS CONSTRUCTION CO. Address: 71 19TH ST QA MARGARET S. CORNELIUS ATLANTIC BEACH, FL 32233 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. >> ` OFFICE COPY CITY OF ATLANTIC BEACH "f • \ 800 Seminole Road J Atlantic Beach, Florida 32233 ) Telephone(904)247-5800 FAX (904)247-5845 j-: _.)1319 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: 1. 21.I • l 7 Received by: Resubmitted: Permit Number: RES 17- c38 Original Plans Examiner: Project Name: Project Address: /(oZ`( PARK TFRVACE- EAST Contractor:C©aK)E-1.40s <dki 5. ur-nDIJ Cont.ct Name: PE6 y Contact Phone : q 0 q • -0-+q• ggp(o Co . e-mai ►t.GlV re, (-01Z JFL-1US '0/.1S ifWel-1ol4 Revision/ Plan Check/ Permit Fee (s) Due: $ 5c. 00 Description of Proposed Revision to Existing Permit: ADDITIOIJ ' M8 y '\ , BpTtf fz. FAp iL{ gyp,ny Od Additional Increase in Building Value: $ WAS DO6 , Additional S.F. /Z& Site Plan Revised: Public W / U Approval: By signing below. I (print name) M�K(�pP 1 �R�li=L ltJS - affirm that the above revision is inclusive of the prop ed changes. Aa444,4 1. 24 r7 g gSi naturf Contractor/Agent(Contractor must signif increase in valuation) Date Office Use Only RECEIVE D Date:q. l Approved: Rejected: N/A to Dept: JUL 2 4 201? Plan Review Comments: Building Department City of Atlantic Beach, FL De ent review required Yes No ,�L�(� Buildin / / ` ,Y arming &Zoning (/ Plans Examiner ''"Tr'e e—Administrator • lc Wor ublic Utilitie Public Safety Fire Services Date Created 5/13/17 Rev 4 OFFICE COPY ~S '� Building Permit Applicatio A .? City of Atlantic Beach /\ 800 Seminole Road,Atlantic Beach,FL 322 """' Phone:(904)247-5826 Fax: (904)247-584 Job Address: . " •. • ? EI.; Permit N mber: RES' _O0 1. Legal Description a- Z i _.�.01111111111WAvaik,_• ikA ! _ 3 RE# Valuation of Work(Replaceme t Cost)$ is *MD." Heated/Cooled SF 12(0 g on-Heated/Cooled • Class of Work(Circle o •): New Addis'gl Alteration Repair Move Demo Pool Wind • Use of existing/proposed struuc ure(s)(Circle one): Commercial •esidential • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes 0° 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: ApPII-IC A WG—\.k) TJD1T(oN — 1 U--R /30111 13D2M) D.E9.I, '/z 344T14 N- RLmoDEl- k I-rc.i- E N Florida Product Approval# ATTACHED for multiple products use product approval form Property Owner Information Name: Qt)►?.14 -JESSICA T3AKEP Address: Iio27 PRRK TERRACE EA5T City A" ilkYric i3I=404.1 State El- Zip 8221.3 Phone 2.J6- 5OR- iQ15 E-Mail JESSREI.(niTRAKE-R(Q hrlAlL.rpM . Owner or Agent(If Agent,Power of Attorney or Agency Letter Required) Contractor Information Name of Company: 12->gcJL.IUS (2,ti$- (x'Tio),) (D Qualifying Agent: MA-e_cIATZ i C�JELI 05 Address 2),53 ( AY5t. CitygEPT1)14E 1; (4-1 % ,(4-I State FL Zip 3 Z2(o Office Phone co,t% 2 tfc[ •Q 706> Job Site/Contact Number State Certification/Registration# C F;C D t}$Q l07 E-Mail PE-C-,C-N (1 (rp6z_LJ f-(U S C 13 ST1 L T I 014, !O VY\ Architect Name&Phone# DrK 415 M. AJILLIAMS 4D4. 4255o Engineer's Name&Phone#— Workers Compensation (xemj`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. 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. ,e 4 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COI1i4MENCfMF RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORN y BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. ? 2017 (Signature of Owner or Agent including Contractor) Signature of Contractor) '`^'fl f Signed and sworn to(or affirmed)before me this day of Signed and sworn to(or affirnied)`[iefore,neibl i C1l 4tof ,by ,by (Signature of Notary) (Signature of Notary) [ ]Personally Known OR [ ]Personally Known OR [ 1 Produced Identification [ ]Produced Identification Type of Identification: Type of Identification: N r z f 4 CITY OF ATLANTIC BEACH ; 800 SEMINOLE ROAD t rlippATLANTIC BEACH, FL 32233 (904) 247-5800 'VI.Ji31 c� BUILDING DEPARTMENT REVIEW COMMENTS Date: 8.3.2017 Permit#: RES17-0038 Site 218 Bay St., Neptune Bch. Site Address: 1627 Park Terrace East, A.B. Address: Review: 1 Phone: 249-9706 RE#: Email: peggy@corneliusconstruction.co m Applicant: Cornelius Construction Co. Homeowner Quinn & Jessica Baker; 1 jessbenoitbaker@gmail.com CORRECTION COMMENTS: These comments are from 1 of 4 departments that are reviewing this application. . 2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARDS need to be filled out by the Builder. They are here with the energy calcs. 2. Dennis Williams, Architect for the project, has agreed to let me RED LINE some items on the drawings that pertain to ADA. 1. The entry door into the master bedroom will be changed to a 2'-8" x 6'-8". 2. The doorway for the master bathroom water closet will be changed to a 2'-6" x 6'-8" pocket do i . Old plans to the existing house shows that all full bathrooms doors to be 4 'nch doors. 3. . Williams will also be submitting structural details that failed i be on the pla i ncerning header details. FRP W. Lf'(el Mike Jones i(V?)7 Building Inspector/Plan Reviewer City Of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233-5445 Ofc (904) 247-5844 Fax (904) 247-5845 E a;led leev,ew co,IWtsktrb t-3- 1-7 C 1 . CITY OF ATLANTIC BEACH .`� fy �s\ 800 Seminole Road T .. ;-`;; Atlantic Beach, Florida 32233 j __ Vr Telephone(904)247-5800 FAX(904)247-5845 :_-___.,!_-)1319'' REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: /r1. 2y• 17 Received by: Resubmitted: Permit Number: RFS 17- 0038 Original Plans Examiner: Project Name: Project Address: /(027 PAI?K ThRFACE EAST Contractor:t gf..J s c- s- -i01.1 Contact Name: PE6 K.,Li Contact Phone : q q • 21-14• q70& Contact e-mail: PLG_6tf�Dr [elj EI.lus S.T(k'ROAt,C Revision/Plan Check/Permit Fee(s)Due: $ Description of Proposed Revision to Existing Permit: /\Dn M o 1J of MT3Q1Y1 B r f , `f z 53/) *- ril/A I LY 'ROM() DO Additional Increase in Building Value: $ af MO. Additional S.F. /2.60 g Site Plan Revised: Public W/U Approval: By signing below. I(print name) M A p`(Y nKt-r- CRE)-I(i affirm that the above revision is inclusive of the prop ed changes. sJa4 4,4 � 'I. 2 ! / gn turd"' Contractor/Agent(Contractor must sign if increase in valuation) Date Office Use Only RE C Date: Approved: `� !� Rejected: N/A to Dept:___ JUL 24 2017 Plan Review Comments: 4 Anile S/ /rt A 9C( Buildin. Department vejui i ofAt .. 1 ' : - _ . Deent review required Yes No Buildin _ arming &Zoning) 'Three Acfministra of r Plans Examiner sic or _ ��3 — ( 7-u• lc Ill we '–Public Safety Fire Services Date Created 5/13/17 Rev.4 • • • Ly:r/ CITY OF ATLANTIC BEACH I '� E0 �1 800 Seminole Road dv • Atlantic Beach, Florida 32233 J JUL 3 ii Telephone(904)247-5800 FAX(904)247-5845 61: _ • ������� REVISION REQUEST Q ST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: I. Pi• )7 Received by: Resubmitted: Permit Number: g F__S 17- op38 Original Plans Examiner: Project Name: Project Address: /(2' PARK TFRVAcl EAST Contractor:C gl j-l-1US �ra►..i.S-rKa--t-i0ki Contact Name: PE f(.may Contact Phone : q 0 q ° 24q• q7D& Contact e-mail: PtGI U T., CoIZtJF0 US row-Roe-Pew;r* Revision/Plan Check/Permit Fee (s) Due: $ Description of Proposed Revision to Existing Permit: /\DDIT(O0 of' M B YY\_/ -6ir-H- , fz f3i) * EAMLY upon Additional Increase in Building Value: $ a Doiad Additional S.F. /2.6,g Site Plan Revised: Public W/U Approval: By signing below. I (print name) M S AVT- ,6Q )-.K.k affirm that the above revision is inclusive of the prop ed changes. �-- l4 _ 4,4 a i rt 2111`7 Sign tur f Contractor/Agent(Contractor must sign if increase in valuation) Date Office Use Only R E C E t VE D Date: ef:117 Approved: Rejected: N/A t;Dept: ` "i4 11 tat 2 4 2017 Plan Review Comments: o Building Department /w A d& 4,s'ai-451e.t. /974‘t, City of Atlantic Reach, FL De ent review required Yes No • - Buildin ,� /,� ',or sr' _ •'h arming &Zoning I ree Adminls ra or Plans Examiner lcWor u lc I I ie _ — -- `Public Safety �� Fire Services Date Creased 5/13/17 Rev 4 'A°\f'fir• CITY OF ATLANTIC BEACH �\ DEPARTMENT OF PUBLIC WORKS N tt1 1200 Sandpiper Lane Atlantic Beach,FL 32233-4318 Jy r TELEPHONE:(904)247-5834 !' FAX:(904)247-5843 www.coab.us CONTRACTOR: DATE: 8-4-17 Cornelius Construction PERMIT#RES17-0038 PO Box 330718 ADDRESS: 1627 Park Terrace E. Atlantic Beach,FL 32233 (I / �� Atlantic Beach,FL 32233 Email: peggy@corneliusconstruction.com $9-14, REVISION APPLICATION FOR ADD ION OF MBRM,BATH, %2 BATH,FAMILY ROOM Your revision application has been by the Public Works Department for the reasons listed below. Please submit this information at your earliest convenience in order for us to approve your application. If you have any questions, please contact Scott Williams, Interim Public Works Director at 904-247-5834 or email swilliams@coab.us. PUBLIC WORKS CORRECTION ITEMS: (Submit the following information to the Public Works Department) • Provide water retention plan. cc: Toni Gindlesperger,Building Department Jennifer Johnston,Building Department EIV '. ITY OF ATLANTIC BEACH . s 800 Seminole Road 0 1 JUL 3 1 2017Atlantic Beach, Florida 32233 J V Telephone(904)247-5800 BY' FAX (904)247-5845 ��J;3l9� REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: 1. 211• i 7 Received by: Permit Number: Resubmitted: RF'__ 17- oGt38 Original Plans Examiner: Project Name: Project Address: /62.1 PARA( TM/lc—E.. EAST Contractor:Cymir JO1s c--6,ki�. Io/J Contact Name: PE((4t/ Contact Phone : q d q . 21.r.q, q O6. Contact e-mail: PJGCV re, ro EI- V5 roiJS i.IWeriok'6DW Revision/Plan Check/Permit Fee(s)Due: $ Description of Proposed Revision to Existing Permit: ADi)rrtolJ of 1vtF3 M 3 - f , A f3P 4- FAMILY Tony) Additional Increase in Building • Od Value: $ I t f )DD Additional S.F. /z6,g Site Plan Revised: Public W/U Approval: By signing below. I (print name) MlaR(Y pVj (C;QE).--1(.. affirm that the above revision is inclusive of the prop12( /601)618614 ed changes. Sin �� /' 24 ' 117 g turr��f Contractor/Agent(Contractor must sign if increase in valuation) Date Office Use Only RECEIVED Dater ( ( -2 Approved: In �7 Rejected: 1 N/A to Dept:_ JUL 24 2017 Plan Review Comments: U rt-/r-2 A'f4 Building Department City of Atlantic Reach, FL Department review required Yes No „Y-1/___ W. )7(,,,..______ Buildin anning &Zoning 'Tree Administrator- Plans Examiner . is Wor 'u. lcili ie---40 '.r�,t,�tt..--- q ., (A 7 'Public Safety 7-3/-11 Fire Service Date Created 5/13/17 Rev.4 I • DO NOT WRITE BELOW- OFFICE USE ONLY App zca, e Cos es: 2111 F I • iA B U- D N OD Review Result (circle jinsh Approved Disapproved Approvedw/ Conditions Review Initials/Date: /71)-, �� 7 Development Size // /add Habitable Space /a6g xr: Non-Habitable Impervious area liscellaneous Information )ccupancy Group ('-' ype of Construction v (3 umber of Stories / ming District /2 S - ax. Occupancy Load :e Sprinklers Required )od Zone ) editions/Comments: • • ../ NOTES: — – — SQUARE FOOTAGE CALCULATIONS= CONSTF GENERAL SCOPE OF WORK INCLUDE: F+EATED ADDING 1268 SF 1-SATED REAR ADDITION.ADDING M.EEDRO '1 4 r2J11LY ROOM, DESIGN LOADS : DESIGN VA � RE-MODELING OF KITC-=_N. APPL(CABLE CODES: A.GRAVITY LOADS: 5th m® A elx.otts CODE RAFTER L1 v!_.., •20par DL . 1par LEVEL Ac151001 tm OLNG JST LL • 10paf DL •5p,r PER PBC, ' 5th 2bR10N re0-Exi,TtY. a TOTAL LOAD LL 30p,f • DL D p,r• 42pof THIS RESIDE 5th EDITION RofIDA 110..0 1 CODE ]m NATIONAL Fr v7RlG CODE 4`O 14.7'd Tp 5..0 LOAD FLOOR TRUSS LL 40p,r•DL 15p5r•55par 501 WTTICN RgfLDA f 132'C CODE ,Ih mmc'1 Rina DA,cwE BALCGNY LL 60par.DL 6psr•TSpar 5th E05100 FLORIDA FIRE Plavorrlc>H COD! 51h PDrtID/L/!» a LATELBAL LOADS: ecoE.NTPe Id,R.ORmA�� 02ND LOAD • 130 I7PN.EXPOSURE B,ENCLOSED TYPE OF CONSTRUCTION : TYPE v g WIND PRESSURES ON WINDOWS,DOORSS 06716'10H E QU. T2' ¢� 0 130 mphExposureB,ASCE -2 0 AREA of OPEN EDGE STRIP(5) INTI POS. NEG. PI 0 TO 20 SF. :33 245 fa. 231 TO 50 SF. 17.5 -2213 17• . ki TO 100 Sr. 16L -206 16 100.1 TO 200 Sr. 15.5 -193 15 S 200.)TO 500 Sr. 10.7 -17.. 20' B.R.L. SoFFt 0e sn P 050.-o 183 2:3 16 BASE DESIGN PRESSURE 1550 IV 1Y2" , wr �? -- r—i �,/�/. I STORY f�- 2 7 c- Cil _ /j ADDITION/�/ ill �� /i r o i 0___, , 0_, , . ,. ...i.• „ „, ,,,m,, / / jam//ji: . .\ cc) IT-D" CO rci Z — EXISTING ONE STORY d) CO STUCCO RESIDENCE `9 N NO- 1621 C.,I�� , 2`t.3 Mas in )'V,2 z(.2. i ? r: rf8•6) 20' B.R.L. a • l 1MST 0 • 0 Of3A—T17 'm v 0 O _ N 06?24'50" W 6.02' ri -- 1111-- PARK TERRACE EA ( 7O' RAN) ZCO EXISTING FLOOR PLAN SGALE P.]0-C '' arN1'0"I'ES: el.."*. . SQUARE FOOTAGE CALS-_,:-- f..;\5: CONSTF GENERAL SCOPE OF WORK INCLUDE: HEATED ADDING 126S SF I-IEATE= THE NEW Sc .4,--e.1.0DrilQq •CD,L,.*..rl.BEEK!Oai I F.arilLY ROO`i, DESIGN LOADS : De-siGN vh. I REPIODEI_M-,C.KITCUEN. APPLICABLE CODES: WI NOITIGNPLOP/M.allUAIS CODE elk 1E417011 MC-ACCIIAMMAY DO EWEN RIC-adeASS MAINS A.OM=Jj2,4&& BOGIELCMR_ RAFTER LL•.7.1%.7.., :::-•-:.-e aria XX LEVEL •*.r,.., =__...--., TOTAL LOAD . ." IL •,-..%-1 - .1: :='•=.--:-.t. LL PaR FESC.' TI-IIS RESIDE WI 110111121117-ORIDA 11100/4/CA.0:CE 8d2Q11 J„,126/2 FLOOR 15 IL4,2:::-.1.'-7..:- F.-.:1'•ft'-.-,.a., MI AltrialaiL IIILM11.11C COM AID/WA le BALCONY LL *Cyce-.7:_ -:.. -,.§.,•,B-'.--*' aft IDIOM PLOPIDA RAISINS COCA Mb 1D11101042,11DA dAll CODE macro=ROMA PIPE PIMONICH CCCE a LATERAL LOADS U* LOAD •IND PIM EXPOSUFE Stl•=RICK Lai 11.111117 OEM WPA YR FLONIDA YOUltall TYFE OF CONSTRUCTION : 1-T---t-, \ IS WIC' ' . — •i.s-0 0 S 067C01 E ( 2r" (,Q ;::::.7..,•.s... „..c... :175C:iisp.US DOORS(51 atifie .7 -=".=-.."..==,:..-ss G.ASCE 2r,, At. .i.v...' t--,,,•uojp Lifi&tfe *1-16'-uc'Y 40 *10 at VI ,--‘ -,..74• 10,4_, . X *$ dp 014K t PR) 20' 5 I ,:%//,/%.•XA, ' rA 1E04 )1 i 0 5), 4.7-1 i ...,0,.•:,//7„,4, 1 ) X iii., 1-• • /X.,:///7 y L . :) 7, ., 1 STORY j-A r— (f) .0 • 1 ;Acoma4 ,..g c) - 9 J i.:,///".•3:4-f ;,<,;(•;.9; t . / pi -4 ft S di i ,. . •. /7.,:::' CP _,...., I • /:::•,/ /- / 4:7 / ;/ - 7 To.fifc ,,///://, O/i" './7'/./ / cr, 1_ t 1- '4- , oC !''to... :,4-4 ' i 4‘;'). 1-: EXISTING ONE STORY 91 fil ZAC — STUCCO RESIDENCE N co NO. 1621 A• . c 1 g:: Li * 40 iNC-W OAK ) \-- - ItlEtta. i 1 X TREE- • CD •.M10,,n ••• 244RACADa. : -...--, ........... ,... o e r N 06?241501 W 96_02' / X PARK TERRACE EA (6o' RAN) gr4i(iiik z IOF EXISTING FLOOR PLAN - • was r•Vt-itt Lot# 15 Lot# 16 Lot# 17 c I 1 a) E if 6 3 U .00. 506'16'10"E 96.02'(m)96' ;P) a O ■ ■ (o 0.1'oO ' ■ a �)(rs� a -cu 0 tri \. SET1 aoN■Oo ' b SET 1/T MN SOD 1.naE1 1.0 �sr !n cavo�rerr, MOMS ecru ecnEni FENCES al E Lot# 2 oO _ r dJ "se? o d4 ,f,;(4.-.... (0.1'CIN) cn m Lot# 3 ;, rte— 2 E z W: Lot# 1 L1 STORY DWELUNG 3 #1627 1 7 E (17.4') L.-Tl-a_:%/////. 5-Ap E. 30' BRLine w IP 4.-;S7 ,,R• _ _.E .. V • l (/) 0110674'501V 05.02'(m)%'(P)RBLii4 .., "� C\ O i:21'2';',::::•\ PC/PCPt CI PARK TERRACE EAST RP 1'N0 I.° O N — — 660 R/W 22' ASPHALT N_ L I— , 'THE UNDERSIGNED HEREBY ACK^:C''. :- THAT _THAT THIS DOCUMENT HAS SEE` SIGNED,APPROVED AND ACCcr _: , -5r40/A,T-644.;_Fo BRICK E. oZA inht w ,7,( •,.th,,k RA,.- al A11n1.:-.-Fu4- 0 ` r:1,..,.,4 a CONCRETE V O • PLEASE SEE SHEET 1 OF 2 FOR LEGAL DESCRIPTION. CERTIFICATIONS, • YARD FHA/VA WELL AND SEPTIC TANK DIMENSIONS ( if applicable ), LEGEND, SYMBOLS, ABBREVIATIONS, NOTES, SIGNATURE AND SEAL ETC. N SHEET 2 OF 2 ALONE DOES N(2I CONSIITUTE A FLORIDA BOUNDARY SURVEY r /// • COVERED OR ENCLOSED D BUILDING SETBACK LINES, IF SHOWN, ARE TAKEN FROM PLAT o LINE TABLE a LINE LENGTH BEARING 0 LI CP) 155.38 S49'23'32'V LI CM) 154.93 S49'22.07'V y '— w 2 GRAPHIC SCALE 1'-' 030 45 Sheet 2 of 2 ( IN FEET ) I inch 30 ft. Boundary Survey #092116.2 for Baker 1 I C s a� (V\ C N e bo y o ,�O 2� � �. o C < �2 a I,k v. . ` a ° >O w G 4 o t m o o -� M-c-41'4,..1., g yg( 3 a) U .� OOO o �JZ N = AZ.'-g:14 .-E-as- =g •> �eeU�]U e� v�v � • c >Ooas gave 9 c (/) W "b$V o9U O 1K utcf.Tl = -• E TA�4o Zai J i a j 'DO OO b 5� vJ� t $ H < Oz V 'C -� pz o -� L cz6<`aa0p -- odLL 6 FSLIC¢ ao if. E Kv� amiss 0 ill . . . . . . n n C5 n yIt 0 0 0 0 0 0j 0 0 0 i W co . a z <IQV-,o coo ggm, 2 Gti.�-0g-icacia-f�fS<4- a® 5 s f2, IC I Q K Wc0 gWq11O 1 II _ e Y 3 K vg .�j�o x o o: �E G C^e Qd Ww O < O oop �� ^.,bse0-' P.' G'J_Jga a$ v jm= O I I 0 ��E • soa �m°a.'a =` o seoc�cs `oE 8 $3 g=... ET!0 • € k.2 c o e c �o frtic > o X``e>ja oSccpC GC o�o s C o-o t 'v3 `3 _v oZo,e ugt10®3�H c- EWA 28 J I I I (n Q) piaa� - oe$u3'��o°Uv �amEGX�'Fm"'�'� c oO M �y Z� w m 0 ooy �,�a� Tice g -S 1�Ouo s$ a__ -, z6xjg v u ~ '- LarE c8<V o c o o �p" 30` O„.-. n .1-oz . =oo° u$ u,-b_ � �x �.-���s c- °�� � tr s3�'-'0 � z >, (n Q) eU0tit �.-Eca.� `o a {„$.,� b omb w- = o. w J -o ac cv o°ag” 3gTr- .5Xg a faiFo Lrn��o occo -ogo TiRg=e;10- --- iUZx ud=°oo$ °b V.00 oEeoo' oSO- oo---a%b o . atx 3ol,uWjo_ o' ZrWZ C <ma3UUUogwwv����oo$aaaana°400azQ� u3mtnr� a'1 x.�j+3� a � u.z3.� 3 I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �p Z_ S K t 0 w o< d < cas03AUww ciII5IsaOa�naaagnaaazgfie, are:®®o•jQx44uoeo®*- c=.7 O L L m is < V E E CYC C tito cc J ` UQ a 0 h o _ RS0 al ca 'z � ll CIN Q r' 2 ! Mit 3 r u 1 ems0C I 01 ). e 0 c t, 013 .L Y a 4 W* 4, +1 o N 0 < < meg u , 0L W0� m �` Ill w W �O v1 C co ® N O U m L o p ..I = ~ -AZ.: C . '-' _4; �ro a 4 O N g0 ° m x 0 �FS 000 �� LLC II 4k CL m ma _ o Z o Q cc .c 000 0.c0L � V N o° o °C � � : coo ' ++ � � o > = 'H cfl a IF., it {n CO U „ o � Z 01:b >). -). N .N y Q 3- 0,• L-6 ` 0 , os j J V, a a Vl ri J N c A% -' -U I'-.. 1,3 P.: 2.41.LI: $F:a'1,II'"t5'.I'Y: ri WO-Fg:i i `oc iso-"---- E Z r � o € O• 'o.EVre,g� � S^ e .� yj0 L fn O .E o IL) O L 1 . `x a bY j „b. Z'S^.'1 N., -='L-'4Z =y� 0„�$ g O.a s p `o o f u B a °�O ,�rs��0 co Oa w �t `�. o.p ° t ^ v E n-�. a -3 .).--d:5-: cafes o_ co it .5 5, o O t 8m o coo _:_-•"•e8gg$ §.f �r'_ € irg E� g. 8c12s== g :: Pp \ 10 V -.;_g-§ �L 3� U � 1.1..7) *i.; 66 �$3- �b DI p0 .41+ -,.. ? O` 0 = .g- 23 $ fQ n} o €T m .. 36 0 -- G-0 L'^ R-"c. C I- 7I (n $$ o a�e_-'W -1.. e o -tic •.c5 E u 8 -$$ F `v§' 6 d(D --nam- ♦ i"C.`�.V CC (V "� a e - TQ $V� b eC S a pay o: } a� a co E 0:01 4-3b —tr _gam gz23x, j2 .2 1- giEg r, sQoc: • I- � § $ "m oaEsc ��5 �h 88g. m. >-... ''a '.: o'-N Q NtLgga11a7.Eg;1Y § � :AI 'o '-^_trS 1a`:Zon fA� j b L o �'S T Yb €o �3'o P o- h V,-,_ S_ ..5 Er- N� .Z - o m (n 8 i.c zz l-`a-so.g E3g i rX8k 9 mt `tsg o ora A(y..d' O. IT-2 -a'a' g rz�EW'%4==-Z To:._,g �'; 5op � dam i� 0 � sti W � �+ � O� stn $� . c �� rd B .6 J !I F. 15 UQ SLA-UJQ Q) U Z -- VJrNN,,,,lq 100�OD Cf... ".... .,--, v...m�- e,o a n Op $ Y N SE 6 N C �° b u Rev ...�c eu u "b i O a` ia' As 0 o .0 m' •tl 3 a�L.=. -0 a 5 a - I �� Ea rE313. Z<) :413x.gig o i 0 Cil v _ mw= o o n g r os�aeua2 o`o a c< X.010°'Q yy �' ism aU.g:'.0 $o ao9-a a bo �O_ a o o g a S o�v'�P."-"d v 0.� g c 1' _ 2 J30.8.-4 1 o Q y g o. o o. s aInnIn1 p all da1111 o . <1 011111111111/ 0110 �• 0 - Waz CO.fl 41..C26-4-1..9a13a� m522ZC3bb®g5O tdi d� �4- a.2 g CO .- _ 13 ti I J C - oma -a's € ...I -=�o- x]t� •vi: 0 11 co C "8-' EOc ct Oa S Qw < 1 7 JE �za5221r.go glop, 8 eo. a ?D3Ei'M 0 -0 omc v od ‘...-2,-1=3.21?..' °rcgpgoc-rosc oe € 'P o�Wexo•r. (A (1) p13a� • oS$tnbE 82„s c00]ECR'.~aniz�N E��v � Sg�w��Zg CO 0 C..S�° c. uo��ek0() a`o O jD2 OO$ 2.1 "0 --I Ck.�ggg3& I 2 F- vaz'oc . uoau._oi_ E `ox $..- C cl�Fe. yr w '�ts�s3��o 5 z _ OU 000.^. c3 3.+0 t.' o�CE �S °o 31`,.. o g �Z. W �y 0 — .� o3vo009 E.:1 3 u VglEhitccol °� g occ'o u °� �m U N � _0 ham- 3.za . oovo oo0- o-a-cc lg03° o a o>j is �� E x <a0�c��c�o� �,w°0��,� o`ooaaaaaananoercll; "�snw:m�°rca� ac33,���,�H4� Z C 0000napnliilap n noilavun11n11nnn00000noa oa 112Atnndma. 0 a gsoz 3 r. �y.- ¢ -- coo 02 J 1_ w`o O. < - • .• qaK y°�00�$aL`aaaasa¢ inrnaiv�ovrrc®M 4.QX�®�OQ�® 0-'35 p �41�J C d 5 i LL covlc 0 c o 0 i4it c za o .:: • 4+ 0 0 • c 0 ~ m _0 • `.., t _O : 0 0 } 1,-- co :5,„.. po to-6 Z .,, ,it:-._-. cy, - • � If 8 E< : - . g• to II E0V ' .` In zcII U 'Cr o,� 0 0 � 3 • G@01 omo0M �� O Lie Q J a �= com. � tl 3 'N �W 0CO . m v N i Z9. o o 84( 01741 my 0 � � 0 >in > C1p,j co 7 =='F }� m o Ja�� Oc � :Q. o Ts V7 H 73 rnL d II vi a ,.! -b O 3 J ! .Q m 03.c�. .. J...w a a 6 E-pN c C° o E m -'@p .$a.i1c0.c-' �q,-Q E .,0.3 -511:' if m�7O $ate �EEc21 E_'' J21c_`$iz � .. hO Za fin `o ' > E- cis'E m.S 0-05 '" a sf u.-'b Im> � . aN u m �•j c- o °-m $ o.oFc iNfe 0Lu ar 7�.O (��m Q0 . S $ a°_.--- o E E a0 ipso-a— f1.1 B o If C0 t *< 9-1/*' 0g< V W t — m ; o m on-' r m �pp �i 3 o m _68.01 E, . e ^ e 'a h g 0 v�nws •'-'O� O. (0 Le�' o i_c S g.0 8 N ..:t:.-62.c> '5=8 o ti_ „- ''''V W O v e _ o. Tio_� a 32'2 0}a LO . iv � o3ee OEg�. mn-oon ug ` ..� .' N K~S'vT,-'_•.S- ill 1:1 NO _ o F C a$ u - -. _ E a m -3 t5-Q yy d • X6 o „ $6 C'O z�-a �C= R`?..,w C /uOi 1'7 �U �• Vm CQ P '•-• D_' 13AO`irn2.� g s.0 6 sa Om �uN,�',4-: c� 0� A1* �� •�•�V•8 e G o Y g•'O L.0 C`.�z c�o}y2 3G'# to M+V.'• 3 a O `V 0 _ �/� _ `o E. o Z v a•,-. o.e f,i E ,' '� t o 'S o T 0 V/=h O >`8v �oi .:.�ao-e 5 g�b�$g� lin_ wooer i o m y Y m 3o co --War, o • �-&Sg." t'i�i 0 4aG�'�-% •O 0 N 0 (nk• tdwjc c32Eo8ocwo -L---.i-A. 'a. - L „,.--d'� o),:" 2O d i • Ld ee•r € v i osz wosa_EF, t s .,u !iC `oma �'o ^w :p � v� (/1 0 OAE` =3 rg o� g E Sc6 g �cL 88 _�� oa o $� a&0 -a (n >18'= E S a,I' >&a �.o aE b _. ::• —g-A1:1 .�0 gg+~.fig } N m d 'o O 11 7 4= uu c d g n$• -i Jas ul. t',. a-,li (A >= o s o a°IsA W • .ili Som§ 1 -1 :5 �d s �Ic Dov �0 4 o. o c E a ffi_h o- 0 F- .3 5 oS cEi IT in g � U a ,-n m .s. .R s'Q o:N — � fA O O o VJrNI+ i teg10aI� i-N rr - - a Oo c' • NOTES: GENERAL SCOPE OF WORKSQUARE FOOTAGE CALCULATIONS: INCLUDE: ADDING 126a SF HEATED CONT REAR ADDITION,ADDING Ni.BEDROOM 0 FAMILY ROOc,-1, REMODELING OF 3J. DESI LOADS TIS DESIGN SC � SPPLICABLE CODES VA i. 561=TM �iBAVITY�oADs, FLORIDAwC-A cesonij cone 1 LOAD 'm25 mcN _e.OSTS20 ml�n h, r L .-f DL.Int LEVEL m'"Ii1 B Ecnac AND 1 to iUTT TOTAL LOAD LI 30psr •DL per• sr PER FEC, 550#D las ns:00A Fu FI9016,COOS FLOOR P THIS RESIDE • 550IDtbpl R.Ef�A e a�,qpE TRuss LL �paf•DL IS f.5S Stlt mmol li.a.mA ME PR lw cOOE BALCONY LL 60psf•DL 15�f 550 ( T' .sPA lel ttcrrma®_ 5.LAnzEo . , ps 75psr TYPE OF CONSTRUCTION LOQ 130"''"' 13 ENCLOSED TYPE v 5 06716'10" 96-�2` WIND s CN WINDOWS,DOORS, mph.Exposure poawe s,ASCE 1-2 AREA of OPENING. EDGE STRIP(5) INT[ POS. NEG. P[ 0 f020 S:. 187 -24.5 221 TO 50 SF. 18 ns -22a v: 511 TO 120 SF. =MI-los 1061 TO 200 ST. 1}. 153 -19.1 15.3 200.1 TO 900 SF. ®-17.. 20' B.R.L. SoFf t e9199.1 Presswe lea ": z+s It: r4.42.7-:r- 7"---i."-:17. r�///`/1�1 /�11 &LE 1 SIRt PR 15. / J / r T' -per° 17 '1 /�//,/,:.:„... Y 11 . 23.7 i- , ADDITION/ c{l _ cel , /,/,,,/, / i // / al W 3 /' IY _ 03 / r m 1- CQI 7-0' v EXISTING O621 NE STORY res Z STO. ICCO RESIDENCE Na CO.al 2 . L� ot 1 0 6...11. 111.10110111111111 ori ,n 2!.2 I 2O' B.R.L. Qj.�) a I iMa -n • !o N 06724'50' W •6.02' FAR< TERRAC, A (60' RAN) H ''6 z VEXISTING FLOOR PLAN NO1ES: _:00 AGE CALC:•... .2-- '..\-1-1: GF.NEW RAL SCOPE OF OW. INCLUDE: IZATED ADDR•ki 265 1-1=41"---- 114E NEW SC Fre-i.,R ADDMCN 40DINC-M.1 BEDROCM.1 7.--.4`11"1," ROC71. ESIGI\Q_____LLOADS :.. DEESIGN VA FiraiODELI CF KITC.LIEN ALICA51.a________ &hal:MOWN=-A.a.ffleurr sthEoncK Pea-DORM EUILDOWS .4.readalcr10412%. . ,..-•!mortlaap___"---—- aula asT ,.RAFTER LL.ZZ>.^.E' .... . — - . . • . TOTAi. -......s- .- ..... = LEVEL • ____ LiER Fac. TNIS RESIDE sr,110.7=19.01IDA/1101411106/.CODE Ilasagismia 9.00R TM U.. ''''7s'- 2811WICIIMUJ.../REP=CCM AND!WAYS EsAt.ccmr Li- Z-0.1..3.-7: ;^:1. s 903 EMONPLOPIDA PLOIMINSCODE mammon mono*eAs CCCE 50.1EDITIONPICRIDA FR PREVIENTION=OE 8.I,AIER41...1.2mat 541.1tOntnt LIFE 6.41107 eXte.NMA IR PLGROM EDITIM . WM Lo.ao .130 NPR EXPOStife 7,',--N-- ----- TYPE OF CONSTRUCTIONTr -- • •E N.., is ---- - :---------.-----._________.:. ....,. .. 6 06?1.,,'102 E ,-6:,.0 Amil i .. P12.43 i!al WAN . • i,e- .Z.tr.'0=2N. Na F.-.7,3-.=STRIP( .) INT .. QtrAll,A. ---" ,tivwc At adv: aiy, . •416.t,e L.i41,,,hpA,41' 4R1/61 ' livrik ti .071V 3 • .--- vsi-.) 4 ts 5VY2. C.:4V.Atet (3 - 0 41$,,° (iv lic-A,a,erg..c S v ....„,... . ...., .. rt 2Ø• B 0 0AK S ) •-- I :z"-:Ps;' :•,,r.•, Z 1-2.z.s I • .,-.7 :ELM r._:,., .., • . /./., 01 F . -1 . . :..• ,.: - ...,,, .< ,,,,- ,...„ 4„ , .. ,.../ /. .7 „.„ • ,....i. „,;, . „, _... .1,. 'z •;.-.4 .,/:;_. ,,,j",/-",0,-/ ///:////;-- C III .5 16 • • 61 .. . :crif,in h 77'. -:7,-;"/ "//0-7/./.';' / • FC r- "szt a 01 riT.Wi • "Z,*/// ////,',/ , ,, .. ..„...., , ,,., C.-. Cfl t••••• . -r -I- . ..0, •.1 1. 4 I,it 40 to,0,471 I el EXISTING ONE STORY' 14 Z AC 1,-; ..• SILICCO RESIDENCE (i) rs NO. 1621 • 1 • c 134,0 e .5 1 7.-b 35 f 4 0 ea NE A/ . iccroLis-,/ infan<li DVtArSr.-k q't O131< I • tratE .. 20B.R.L. . *----4c It „x— $. x-- tinik;/-47,9 PA RRI ti 4 TREE. izan. N 06?24'50° W z6123121 I I • pfilik PARK TERRACE EA (e.o. z leF . . • EXISTING FLOOR PLAN sots r.20:e Lot# 15 Lot# 16 Lot# 17 • U g , 0 $ 50696'10-E 96.02' (m) 95';P) e 0 ■ e (0.1'ON) •:- ■ ■ ■ - t■ N1011 LINE) SET 7 SET 1/2'BION NOD' -- 1/Z'Rpt NOD Imo- i.e.1C MT �pTSE'T' i.e. MF3T CORO%SEMEN FORCE pRN01 BET111Fj1 FEN= -� I Lot# 2 0 � /b oW 217 - (0.1'ON) cn Lot# 3 4 (0.1'ON) J7... :// mfr 3 Lot# 1 =� STORY DWELLING,''; i #1627. 9 (17.4') w 1? ��iii//• 7/.a 0 30' BRLine .7 0 0 • . b 0 1 .. • 1 13 ,".' 41) °NC5'24'S0'w 96.07(m)96'IP)R91. ' 76 '•1 O PC/PCPt O _ PARK TERRACE EAST FIP NO I.D. N 60' R/W 22' ASPHALT In L H THE UNDERSIGNED HEREBY ACKNOWLT THAT THIS DOCUMENT HAS BEEN "" . SIGNED,APPROVED AND ACCEP� II �Y t.,.."7---.." 91. ..£ie41�� ((}}�� pJ� p ;1 ,1 i 11 BRICK F.36i({� I "�':r hA I Ry.1�.-M 0f�d., rl L1 9f/P[7-.4• CT '' D ;�• 'j = CONCRETE 0O D PLEASE SEE SHEET 1 OF 2 FOR LEGAL DESCRIPTION, CERTIFICATIONS, YARD FHA/VA WELL AND SEPTIC TANK DIMENSIONS ( If applicable ), LEGEND,AND SEAL ETC. j� SH ESYMBOLS,80E 2 ALONE DOES NOT CONSTITUTE SIGNATURE FLORIDA BOUNDARY SURVEY / — COVERED OR ENCLOSED a> 3 BUILDING SETBACK LINES, IF SHOWN, ARE TAKEN FROM PLAT o o LINE TABLE LINE I LENGTH IBEARING 0 LI CP) 155.38 S4923'321V LI 00 - 154.83 349.22'07•V 4) W GRAPHIC SCALE 0 30 43 a Sheet 2 of 2 ( fl FEET ) 1 inch = 30 ft. Boundary Survey *092116.2 for Baker • ami e o- gg lW O < o �> m 3 �Lc t 3 a" g �u� 0 • o 7: u my gx 0, 3' <'sm`�sg 8e °Y3 TQ Z+. y.- s? jo 0 0i�pQ x133 C a) '�V 0 .009 T T e u-�a00 W o°puF _c • y.p�y.o n A45 2 o.•t $o •o e z ,g T�• a o� 0_ c 0 (n �.gg. . '� L A,as,kc-UO "-'�.,ii.- rn v"7i kl aU0/r_ 45sWno. i o cevo a• aaaaaa as IlpE408 . OWN 88 ;1111311a gen a �' W w ja 4.V-'o.mc.)o o-CCmv.��a`�y�n t�: �00a�w"{V :5 m oa< b' Ww W -r • .�_ o OW m . I iJ73 <x 2• O c>.m 0 �Y fr rr= p. X o R. O o E°`C w 4a 5 QWp-1 {� 000 .,c �o..„..oz corn-..+°§C-��1 Q n:$ A gym_ l .1 Sa _ -C >Q S O U -v v O -F §Mo zcz0g� o, 81 $ • z��wsi 1 0'3 E � n;m a v E,q-i c'ci..s, rd`' 2 �8 oz"5'. x0`-• o.; € 'c 0 �s`o0>Zy lis - ooc 6 �o �� m4xoe o �.w a0 rn� ao 38 � I fn 0 Wm62 if c.•g • •3P3c35i 3801E to 1i N E-co.,`o, `ffi.- o'z8 I ! � I 0'] • tx Ls�.o+.0, r.,-az EEv°u.- o � 0p 'ah 00se-� £., c�g z .• . F- ��oo'c`� - +2s.c 0`°o8O£ -s'8,30.1.'-*. u1, c cz- pf- ,t, -'3 (-) '3�`-'� Y >� U Z (I) O .� u`0 '.o c 3F.-? 0 io..`o gtl. 0m 0 W- x 0t,....... .0` 0 o. w A .- J a�=accv - mc2g r0js r°cam c.-C-.. CL`s ootocc'o< 0 �z>Www�` o0oZ.$.3'ao .0.-r-000050 0-r=1u_` 3 0ao� �S0� D,Dx ,m�ouo.,, �.w,_,,. aOd.aaa¢.o.o.,,a.. cr v 000 _-4 �fL c3.. Y,w zz II'� v�urtnra as x,�yy m 1� zLL� 3 aitaiiaiitiiiiiiiiiiaiiiiiitiiiiiaaiaa as as aaaia14 1. Soz mo ipdo —Ali-E. .,. n w O < _,.. o _ a Sweet-m a ��oa L wE3 �rr:.�c���a o�`o a_maw= r7iF�nv�imv'rte ®®�'ilOx�Aito000 �a32ti p G�o U bl. • • .- L m II a (� • z :.0.: ili 0 0 3 0 • • . : a I° 2 v ' • • V U .` Q O 2 d 0l 8 0 E '!'1 V = Z Q ° :Ltd o fir••tl 10® } n" Eh'.a: cv o aai °p` 8 m ° I � -,„ 3 =J �(� • N• - � m mN s. zY ° �W � 0 0 � , d � m • : •. v0 ay 00° ¢ ..1� � �� 0 � -C 00. x• • L c� � a =�o NI � � � a � : � � o o � 7 y �- ' a,ta m > aW --0 ,, b (I) 0, (n ¢ L o= litcv 0 4 c.. 1 ��VI L�.: 0 ] Qm - _0 N0 b J O .. .. .. ........ . . 3. 53:. .J (l1 a a }a6 0 N C N C g � ,O O o Pic-OC elf...s. m n E QtscAcFgcOp.E.a oFg.3E ; E �'=u& o. O V Z T ;pi G u ° E . y m €8 3-5`= r c $ �ttbz..E -- .k y'0 L�N v orn _u.2 7. aj :$ m .E-O 81CC ao11: �_ OWx4 m .D I�-5i O 4.,' L $ o o E `m ..,ccl §,s;c � u • B ,..1,.- NOO „,.. OCa UW ce 0 4.9 €-tea ; --- aoQ og.°le -gE•:c'.E - e azs gm 80.3 • S oah p- U g m $ i_c -S S`l .'..,o 2 c 15 •�$‘-**. M css .0 Tl -Z CCd'�f _O c. W (0 coW e u 0 u 0 O m o €41.1 E `T . 0 UKO a • 7 c = 5 TOS av 0 3 0 `mno'o m` �6¢ o: '- _m o' Icy ...,: r0 N V E L j1 U Z`a°'t=- O. C 2 •--473-1 4.4 L`-c~ ..L•CC oI- en cn Com' oaX �Q '� .a.4=-ooa6CC5= -51g:::18 .Si '"m Fy4. 17'1, .�U,- `* N • �„+ �4 = .z a aw -Q L 12.x= elL313ks Lm OU ?. 403 6 a1,.1 //jy�� a � D ='Q 'Ii..,?, _a3�+gg -P-1- `-'t.4.1; �N UU * §.".: . 1=-1' j O • w c ,I aQ xv m oTt-.4- T�a-8 itbrg��e8 Y� Wd : VJ n e c c▪ N C E o rd o�« fi b e$n-1Ili-2-g_ '� =C: A�y.�,c l C"a W rc > CS • L o it 0 g �z o05 s a$�` ot'' 'na3�w _.:m.«= v� (n nr72s2a�op_E; gg- T �x _ m — p od •cr • O `Q` S -1.0,,g-°',„•-,E.,_.<�vvc 8 8 o ` o >4,, Ya O -0 c, w \ A • PU-2AN mzorn_ C i .A I wW *-9 K - VV 4- `aLO0om VV_a To =� Lf��C4 a nV) -- . J_s Co U I- NFF V Q Vf6 .` 3 MUO C • �+-oaor*1ritor. ven- .- -3 -3-3-3^ 3- - a OD V'Z- 1OFFICE COPY CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ,� ATLANTIC BEACH, FL 32233 0;219 ' INSPECTION PHONE LINE 247-5814 RESIDENTIAL - ALTERATION RESIDENTIAL MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RES17-0038 Description: interior& back porch remodel Estimated Value: 100000 Issue Date: Expiration Date: PROPERTY ADDRESS: Address: 1627 E PARK TER RE Number: 172020 0208 PROPERTY OWNER: Name: Quinn Baker Address: 1627 Park Terrace East Atlantic Beach, FL 32233 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: CORNELIUS CONSTRUCTION CO. Address: 71 19TH ST QA MARGARET S. CORNELIUS ATLANTIC BEACH, FL 32233 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. 1 I '•S11 -6 • Cash Register Receipt Receipt Number .4 Vr City of Atlantic Beach R1688 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $741.60 RES17-0038 Address: 1627 E PARK TER APN: 172020 0208 $741.60 BUILDING $480.00 BUILDING PERMIT 455-0000-322-1000 0 $480.00 BUILDING PLAN REVIEW $240.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $240.00 STATE SURCHARGES $21.60 STATE DCA SURCHARGE 455-0000-208-0700 0 $10.80 STATE DBPR SURCHARGE 455-0000-208-0600 0 $10.80 TOTAL FEES PAID BY RECEIPT: R1688 $741.60 Date Paid: Friday, June 02, 2017 Paid By: CORNELIUS CONSTRUCTION CO. Cashier: CT Pay Method: CHECK 3951 /, Printed: Friday,June 02,2017 4:24 PM 1 of 1 j TRAKiT I G. n �. p. p00 O� w ` O� o ' p A + p ':-',J `tvi ;74:i si . pi c, rg RI- > e. `2. H l 3. a. ar ct S N cE- O O a. a: O. til . .1 = ¢ ¢. a z vo o. .;.••,• a ar, • o 0-i do 1 Q.: 0 o$ k< n .� 2- �\ 0.0 ,cps O O- '"� °Z C4 �� II t:1 i el oti 4' r It r- r < O 0 N ■O't F. A Q "Ft ' 0 f } • I 1 O a4 ,• r O p o a C CD a o gi �� t �i�" n m ( ° r 0 r . ff o 0 13 to C !' , r 8.7 it { -. (ar, a n ft CD ° � i • 0 y 5 ° o .+ (D O CL y r C:3 w a ih • I r J cr, D t: �� 0 1 T T "T T F T i T ? "---X Tr I T T -T i T T { T i ! t It 1 (E d •n r — — — ... — .-. — a .r �.�► oN t , .A w N .-. p Oo - 9\ N I .P w t' '-. —. p �o Oo J O\ to �. w N ±--' QAQ N 4 °) A) °� = B CDS °, GI ¢ � n � 5. 0 m � tii 0" V) = r � ' � . �. ri o .� o o �' cox c o • o to ao a c� 5+ m ac (4, .� 4a oc T3 CDa .v oo 4 0 0'. o — c c O C C -e v, 0 cD v, 18 t T tkit IFO G : L= --/". A A� 1 1 i� co -I i I • l --krl. i v t/► C i o IC i kA ri eV a y,( n. -4,c . R I a. 1a • 0 0 • , 0 et, , i tii ill cn N 3 I -€.i: I Ii 1 I 1 0 trl• I CA — _. y r) M l+-) N — O 00 �l G1 Vl -1' W [J p 1„] �1 P. Vi A W IJ ei V t O u 0 `. ,r., O Q p b v; c ' 0 oo r a p O of C� c o o 6 p 0 C c o _ ,— oo _n v " Z 0 -v v 0 -' Qt7 Cy ' +) G '• Cl) =G n o'"-.3Q Q 7 0o 0 Nj vg 2 N ETn r Cip CD O. UCI 0 (-- (l) L. P r O c C a n 7 --4r it `C b N - O X-- D lib C tv n -s r d IC) 0 r" 3 c • 0 c 0 -+! r9 1 r (1) -- ..-‘. o I 0 f7 t 4t { I 1 1 n -a n K t7 y O n 7 o O ' ]� n s 0 m d .T '.37 ¢j s' a ,--�• fi r QJ• O= 0 . O O O• C . ✓ s. FA rn G = fitf Q y z F r� ..7.i t...4 o g o - m ;- 0x C ` 6cr 0 ` O C-7 h aC/) 0. »> tj� tipo, m T O Orl • a � f o � " O 2 (D0 < o C O vOiu ^I C .J • Co O o pa 13 0 Ci J O C n 0 Al f�1 \� .t co a vi -t to i is •- Cr Y . o m- r, NI CP 0 r. _ .. — ° o a' � -v 0 `o 0 O o v r ;I o 6m a. o• O O _^_ s n3 rs a) ,�-' m 0 rq o 1 6 • t Alpine, an ITW Company OFFI♦ SPY Lake Orange Dr.,Suite 150 Orlando,FL 32837 ALPINE Phone:(800)755-6001 alpineitw.com —Site Information: Customer: Gleckler&Sons Building Supply Job Number: 351217 JobDescription: 1627 PARK TERRACE EAST Address: City,State,Zip: Name, Address and License#of Structural EOR if one exists for the building: Name: License#: State: Address: City, State,Zip: Job Engineering Criteria: Design Code: FBC 2014 RES Design Version: 17.01.00.0525.17 JRef#: 1W2a93530011 Wind Standard ASCE 7-10 Wind Speed(mph): 130 Roof Load(psf): 20.00-7.00-0.00- Floor Load(psi): None 10.00 This package contains a job notes page, 23 truss drawings and 0 details. Item Seal# Truss Item Seal# Truss 1 188.17.0718.53350 A1A 2 188.17.0718.55380 A1B 3 188.17.0718.57483 A2 4 188.17.0718.59730 A3 5 188.17.0719.01937 B4A 6 188.17.0719.04197 B4B 7 188.17.0719.06510 B5 8 188.17.0719.08230 B6 9 188.17.0719.10797 C7 10 188.17.0719.12890 C8 11 188.17.0719.14860 EJ9 12 188.17.0719.17147 EJ10 13 188.17.0719.19623 EJ11 14 188.17.0719.21847 HJ12A 15 188.17.0719.25647 HJ12B 16 188.17.0719.27663 HJ13 17 188.17.0719.30200 HJ14 18 188.17.0719.32460 CJ15A 19 188.17.0719.34440 CJ15B 20 188.17.0719.36483 CJ16A 21 188.17.0719.39723 CJ16B 22 188.17.0719.41583 CJ17 23 188.17.0719.44980 CJ18 MMl9ylron„ fil S F(,E�lb a • i :1 '4o. :f•648 t 1k : :' k • f/� � • .. !tiNAI _Ai wwu This document has been electronically signed and sealed using a Digital Signature.Printed copies without an original signature must be verified using tl;:original electronic version. 07/07/2017 Florida Certificate of Product Approval#FL1999 Printed 7/7/2017 8:47:17 AM Jo%Number: 351217 Ply: 1 I SEON:676782 /T9 HIPS 1 Gust:R9353 JRef: 1 W2a93530011 1627 PARK TERRACE EAST Oty: 1 1 FROM:LMM DrwNo: 188.17.0718.53350 Truss Label: A1A I I JB / DF 07/07/2017 7' ' 12'1"14 I 19'1"14 7' 5'1"14 7' 12 =_6C8 T2 =6X6 T 3.5 p Atei• l v`s, B ' ■ E fV 54 1 7.11 A ' F 3X10(A1) 1!l1.5X4[9] =3X4 =3X10(A1) 1 1 7'1"12 4'8"10 7'3"8 A 2,1„-{ 2'1" T1"12 I 11'10"6 I 19'x'14 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 Udefi U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.243 G 931 240 B 1839 /163 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.543 G 416 180 E 1839 /163 /- /- /- /3.5 Risk Category:II BCDL: 10.00 Snow Duration:NA HORZ(LL): 0.059 G - - Wind reactions based on MWFRS EXP:B HORZ(TL): 0.132 G - - B Min BrgWidth R1.9 Des Ld: 37.00 (TL) = Mean Height:15.00 ft Code/Misc Criteria CreepFactor:1.5 E Min Brg Width Req= 1.9 NCBCLL: 10.00 TCDL:4.2 psf . Bearings B&E are a rigid surface. Soffit: 2.00 BCDL:6.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.989 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.759 Rep Factors Used:Yes Max Web CSI: 0.246 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ftMaximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 B-C 403 -5041 D-E 405 -5031 Lumber Purlins C-D 360 -4874 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2:T2 2x4 SP SS Dense: to laterally brace chords as follows: Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP SS Dense Chord Spacing(in oc) Start(ft) End(ft) TC 20 -2.04 7.00 Webs 2x4 SP#3 TC 27 7.00 12.16 B-H 4792 -373 G-E 4783 375 Lumber value set"13B"uses design values TC 20 12.16 21.20 H-G 4837 -366 approved 1/30/2013 by ALSC BC 120 0.15 19.01 Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply(lbs) Special Loads at 24"OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp. (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 55 plf at -2.08 to 55 plf at 7.00 C-H 631 0 G-13 647 0 TC-From 27 plf at 7.00 to 27 plf at 12.16 TC-From 55 plf at 12.16 to 55 plf at 21.24 BC-From 4 plf at -2.08 to 4 plf at 0.00 BC-From 20 plf at 0.00 to 20 plf at 7.03 BC-From 10 plf at 7.03 to 10 plf at 12.13fzu4s BC-From 20 plf at 12.13 to 20 plf at 19.16 CV FIZ �4 BC-From 4 plf at 19.16 to 4 plf at 21.24 , , TC- 365 lb Conc.Load at 7.03,12.13 O •••" S•• �/ TC- 159 lb Conc.Load at 9.06,10.09 Q •••J, �••• • • BC- 456 lb Conc.Load at 7.03,12.13 3 • • BC- 122 lb Conc.Load at 9.06,10.09 g : •• • o. ; .648 0. Plate Shift Table E a • • *, JT Plate Lateral Chord JT Plate Lateral Chord * * ' • No Size Shift Bite No Size Shift Bite • : i 1.,a ATE [9) W1.5X4 S 2.25 s 1 • Wind �� •••• IC `Q`'••• �3 Wind loads and reactions based on MWFRS. �s O�� `•• OR ••• ` #027s 'S NAIL-': ,kom tot- maul 07/07/2017 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, for handling shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) safety actices prior to performing these functions. Installers shall provide temporary bracin per BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attach d rigid ceiling Locations shown for permanent lateral restraint of webs shall havebracing ins'alled per BCSIsec tions B3,67 or B10, as applicable. Apply plates to each face.of truss and position as shown above and on the JointfDetails, unless noted otherwise. Meier to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildngC omponents Group Inc.:shall not be responsible for any deviation from this drawing any failure to build the MM./COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drAwirfg or cover page,, 2400 Lake Orange Dr. listing this flrawinq indicates acceptance of prolesseonar engineering responsibility solely for the design shown. The suitability Suite 150 and use ofthis drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 SSc.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,32837 Jab Number: 351217 Ply: 1 SEQN:676788 /T17 HIPS Cust:R9353 JRef: 1W2a93530011 1627 PARK TERRACE EAST Qty: 1 FROM:LMM DrwNo: 188.17.0718.55380 Truss Label: A1B JB / DF 07/07/2017 7' 12'1"14 18'6"14 I7' I 5,1"14 I 6'5" 6X8 1115X6 12 C D I 3.5 p Ti - N R v B E = <V 3'14I A $ MI i +3X10(A1) 1111.5X4[9] =3X4 =3X10(62) 2'1" 7'1"12 4'8"10 6'8"8 7'1"12 I 11'10"6 { 18'6"14 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 Udefi U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.234 G 938 240 B 1811 /148 /- I- I- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.528 G 415 180 E 1751 /107 /- I- I- /- BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.068 F - - Wind reactions based on MWFRS EXP:B HORZ L: 0.153 F - - B Min B q Width Re 1.8 Des Ld: 37.00 Mean Height:15.00 ft � ) g Code/Misc Criteria CreepFactor:1.5 E Min Brg Width Req= NCBCLL: 10.00 TCDL:4.2 psf Bearing B is a rigid surface. Soffit: 2.00 BCDL:6.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.994 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.901 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: 0.272 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE i VIEW Ver:17.01.00E.0525.17 B-C 353 -4961 D-E 318 -4783 Lumber Purlins C-D 278 -4625 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Maximum Bot Chord Forces Per Ply(lbs) follows: ll t laeray brace chords as ows: Top chord 2x4 SP SS Dense Ti: 2x4 SP#2: toChords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP SS Dense Chord Spacing(in oc) Start(ft) End(ft) --- - Webs 2x4 SP#3 TC 21 -2.04 7.00 B-G 4716 -326 F-E 4525 -292 TC 27 7.00 12.16 G-F 4762 -318 Lumber value set"13B"uses design values TC 29 12.16 18.57 approved 1/30/2013 by ALSC BC 120 0.15 18.45 Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply(lbs) Special Loads at 24"OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp. (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 55 plf at -2.08 to 55 plf at 7.00 C-G 660 0 F-D 714 0 TC-From 27 plf at 7.00 to 27 plf at 12.16 TC-From 55 plf at 12.16 to 55 plf at 18.57 BC-From 4 plf at -2.08 to 4 plf at 0.00 BC-From 20 plf at 0.00 to 20 plf at 7.03 BC-From 10 plf at 7.03 to 10 plf at 12.12 tior BC-From 20 plf at 12.12 to 20 plf at 18.57 `AAlkS F�i` �4 TC- 365 lb Conc.Load at 7.03 TC- 159 lb Conc.Load at 9.06,10.09 Ov ••�, � •••• • ..,••••; 'e/ Q TC- 316 lb Conc.Load at 12.12 •• ••• • BC- 456 lb Conc.Load at 7.03 4 • BC- 122 lb Conc.Load at 9.06,10.09 g ; • BC- 551 lb Conc.Load at 12.12 o. ;C648 • Plate Shift Table *. ; * I * JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite : 0 • (9) W1.5X4 S 2.50 =s,,.0�.. ATE • � e Hangers/Ties '`�'4� Al.,nA 4-0R‘-.•'� � (J)Hanger Support Required,by others c7v •••'�••• _�``► Wind #0 278 4%49 1'YU Wind loads and reactions based on MWFRS. 07/07/2017 `"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI ana SBCA)fbsafety 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 bracing installed per BCSSI sections 83,B7 or B10, as applicable. Applplates to each face or truss and 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 Componnts Group Inc.,shall not be responsible for any deviation from this drawing any failure to build the AN MN COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of_trussesA seal on this dr wing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of oro-fessronaf en ineerina responsibility solely for the design shown. The suitability Suite 150 and use of this drawing for any structure is the responsibilit9'of the Building Desigrfer per`ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites- ALPINE: www.alpineitw.com:TPI: www.tpinst.org;SBCA: www.sbcindustry.com:ICC:www.iccsafe.org Orlando FL,32837 1 Job Number: 351217 Ply: 1 SEAN:676784 /T7 HIPS Cust:R9353 JRef: 1W2a93530011 1627 PARK TERRACE EAST Qty: 2 FROM:LMM DrwNo: 188.17.0718.57483 Truss Label: A2 JB / DF 07/07/2017 4'11"9 I 9' I 10'1"14 14'2"5 I 191 14 4'11"9 4'0'7 11"14 4'0'7 4'11"9 =4X4 =4X4 D E T ,2 lin .11 T 3.5 p ;1,5X4 ,1.5X4 C F 10 _ fVrD B "11111111111111111111 _ _ G ih ELIA -= H 1 2X5(A1) =3X4 =3X4 =2X5(A1) 2'1" 1 9' I 101114 114 9'1"14 1 2'1"--1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA: PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.090 J 999 240 B 834 /53 /425 /- /50 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA ' VERT(TL): 0.197 J 999 180 0 834 /53 /425 /- /- /3.5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.026 I - - Wind reactions based on MWFRS EXP:B q HORZ TL: 0.058 I - - B Min BrgWidth Re 1.5 Des Ld: 37.00 ( ) = Mean Height:15.00 ft Code I Misc Criteria CreepFactor:1.5 G Min Brg Width Req= 1.5 NCBCLL: 10.00 TCDL:4.2 psf Soffit: 2.00 BCDL:6.0 psf 1 Bldg Code: FBC 2014 RES Max TC CSI: 0.953 Bearings B&G are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.767 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: 0.173 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 B-C 322 -1693 E-F 207 -1325 C-D 207 -1325 F-G 321 -1693 Lumber D-E 215 -1241 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Lumber value set"13B"uses design values B-J 1597 -241 I-G 1597 -256 approved 1/30/2013 by ALSC J-I 1241 -107 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: Chord Spacing(in oc) Start(ft) End(ft) C-J 159 -420 I-F 158 -420 TC 49 -2.04 9.00 TC 14 9.00 10.16 TC 49 10.16 21.20 BC 120 0.15 19.01 Illlllpy/ptipi Apply purlins to any chords above or below fillers �+ at 24"OC unless shown otherwise above. �SP� FIZZ �q Wind •••; S•••.!'Y Wind loads based on MWFRS with additional C&C J Q • member design. # • I ; o. ;t.648 a 1* : * ' * • • T. .41ATE ' #o 278 444,04...._/Q a as- 07/07/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin_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 pnor to performing these functions. Installers shall provide temporary bracingper BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have braacin ins'alled per BCI sections 83,87 or B10, as aplicable. AppTy plates to each face.of truss and position as shown above and on the Jointt Details, unless noted otherwise. Refer to ALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of ITW B ilding Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the ,nnwCOMPANY truss In conformance with ANSIITI 1,or for handling,shipping,installation and bracing of trussesAseal on this drawing or cover page 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro-fessionar engineering responsibility solely or the design shown. The suitability Suite 150 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Stc.2. Oriando FL,32837 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 Job Number: 351217 I Ply: 1 SEQN:676786 /T8 COMN Cust:R9353 JRef: 1 W2a93530011 1627 PARK TERRACE EAST Qty: 6 FROM:LMM DrwNo: 188.17.0718.59730 Truss Label: A3 I JB / DF 07/07/2017 5'3.'1 9'6'15 13'10"13 19'194 5'3"1 I 4'3"14 4'3"14 571 =4X4 D 12 T 3.5 I.. x 1.5X4 ;1.5X4 C E n - M {7 OD _L 3-t, A aEms F= G l 2X = 5(A1) 3X8 2X5(A1) 9'6"15 9'6"15 I----2'1" A 96"15 — I 19'1"14 A 2'1"---I Loading Criteria(psf) Wind Criteria 1 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:NA1 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): 0.090 H 999 240 B S34 /52 /424 /- /52 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.196 H 999 180 F 834 /52 /424 /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.026 H - - Wind reactions based on MWFRS EXP:B HORZ L: 0.058 H - - B Min Br Width Re 1.5 Des Ld: 37.00 Mean Height:15.00 ft � ) 9 q g Code/Misc Criteria CreepFactor:1.5 F Min Brg Width Req= 1.5 NCBCLL: 10.00 TCDL:4.2 psf Bearings B&F are a rigid surface. Soffit: 2.00 BCDL:6.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.989 Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.933 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: 0.195 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 B-C 296 -1676 D-E 182 -1284 Lumber C-D 182 -1284 E-F 296 -1676 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs 2x4 SP#3 B-H 1580 -215 H-F 1580 -230 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Purlins In lieu of structural panels or rigid ceiling use purlins C-H 161 -402 H-E 161 402 to laterally brace chords as follows: D-H 512 0 Chord Spacing(in oc) Start(ft) End(ft) TC 50 -2.04 21.20 BC 120 0.15 19.01 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. /MMIOpupt io Wind fil7 FLF� � mWind ember design. on MWFRS with additional C&C ' '��••�/La 11 i 't o. ;x•648 • * • * • * • •• f • s ATE I, •......... #0 278 4*,,6/0NA1. p 07/07/2017 w/ryp rttti�' "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! .*IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.,Unless noted o'ttherwise,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 63,B7 or B10, as applicable. AppTy plates to each face,of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer, to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_c omponnts Group Inc..shall not be responsible for any deviation from this drawing any failure to build the �yy,rw COMPANY truss in conformance with ANSIrt PI 1,or for handling,shipping,installation and bracing of,trussesA seal on this dr wi g or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of orofessionar engineering responsibility solely for the design shown. The suitability Suite 150 and use of this drawing for any structure is the responsibility of the Building Desigrfer perANSIITPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com:TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsate.org Orlando FL,32837 I I 1 t Job Number: 351217 [PIY: 1 SEQN:676780 /T22 HIPS Gust:R9353 JRef: 1W2a93530011 1627 PARK TERRACE EAST Qty: 1 FROM:LMM DrwNo: 188.17.0719.01937 Truss Label: B4A JB / DF 07/07/2017 5 I 87 8 I 13'7"8 5' 3'7"8 5' 12 =5X6 4X4 3.5 i_-- C D -r so c) B E v C•1 1 3114 A s B III �_H G - F 4X4(A2) 1111.5X4 =3X44X4(A2) 6112 32"4 5'3"8 21" A 51"1 2 I 8'4" I 13'7"8 1 2'1"---I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.104 G 999 240 B 1081 /111 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.229 G 699 180 E 1081 /111 /- /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.029 G - - Wind reactions based on MWFRS EXP:B HORZ TL: 0.063 G - - B Min Br Width Re 1.5 Des Ld: 37.00 Mean Height 15.00 ft ( ) g q g Code!Misc Criteria CreepFactor:1.5 E Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.0 psf Bearings B&E are a rigid surface. Soffit: 2.00 BCDL:6.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.998 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI' 0.797 Rep Factors Used:Yes Max Web CSI: 0.089 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ftMaximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 B-C 217 -2543 D-E 219 -2538 Lumber Wind C-D 187 -2447 Value Set:13B(Effective 6/1/2013) Wind loads and reactions based on MWFRS. Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs 2x4 SP#3 B-H 2406 -198 G-E 2402 -200 Lumber value set"13B"uses design values H-G 2428 -192 approved 1/30/2013 by ALSC Special Loads (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 55 plf at -2.08 to 55 plf at 5.00 TC-From 27 plf at 5.00 to 27 plf at 8.62 TC-From 55 plf at 8.62 to 55 plf at 15.71 BC-From 4 plf at -2.08 to 4 plf at 0.00 BC-From 20 plf at 0.00 to 20 plf at 5.03 BC-From 10 plf at 5.03 to 10 plf at 8.59 IMMlppfp/iyi BC-From 20 plf at 8.59 to 20 plf at 13.62 G BC-From 4 plf at 13.62 to 4 plf at 15.71 ‘pt,S F1�► �v "set TC- 275 lb Conc.Load at 5.03,8.59 ee.e ■ .ee..7�� TC- 104 lb Conc.Load at 6.81 Q��• ` .S %-. =• ' BC- 152 lb Conc.Load at 5.03,8.59 Q BC- 83 lb Conc.Load at 6.81 IVa • ewe Purlins ! ''l o ;t•648 r: In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: I* s *11 Chord Spacing(in oc) Start(ft) End(ft) .1 �'. ATE �' TC 37 -2.04 5.00 I • �+ TC 38 5.00 8.62 t44/ g TC 37 8.62 15.67 .11 O%. F 'O • > ��,r' BC 120 0.15 13.48 sy4/C,.�••..o. ...�c` r� Apply purlins to any chords above or below fillers �,y s at 24"OC unless shown otherwise above. #0 278��.ti4 �ONA` - 07/07/2017w tt►1 ' **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,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 bracingper BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling. Locations shown for rmanent lateral restraint Of webs shall have bracinginslalled per BCSI sections 133,B7 or B10, as applicable. Applplates toto 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 drewino any failure to build the .n mY COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of,trussesA seal on this clawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of proTessionarr en ineering responsibility solely for the design shown. The suability Suite and use of this drawing for any structure is the respons!bilitT of the Building Designer pe ANSUTPI 1 Sec.2. Suite 150Orlando FL,32837 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 s , Job Number: 351217 Ply: 1 SEQN:676774 I T28 HIPS Cust:R9353 JRef: 1W2a93530011 1627 PARK TERRACE EAST Qty: 1 FROM:LMM DrwNo: 188.17.0719.04197 Truss Label: 846 JB I DF 07/07/2017 5' 87"8 I 13'0"8 -1 5' 3'7"8 4'5" 12 =4X6 - :4X4 3.5 V C D T pow Mb T 0 o) B E N I 3',14A I� pN5'15 G 2X5(61) I 3X4(A1) I111.5X4 =3X4 f--2'1" 5'1"12 3'2"4 4'8"8 I- 5'1"12 I 8'4" - I 13'0"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 Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.074 G 999 240 B 914 /93 I- I- /- /5.5 BCLL: 0.00 ' Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.168 G 911 180 E 676 /44 I- I- I- /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.021 F - - Wind reactions based on MWFRS EXP:B Des Ld: 37.00 HORZ(TL):HORZ L: 0.048 F - - B Min Brg Width Req= 1.5 Mean Height:15.00 ft Code/Misc Criteria CreepFactor:1.5 E Min Brg Width Req= - NCBCLL: 10.00 TCDL:4.2 psf Bearing B is a rigid surface. Soffit: 2.00 BCDL:6.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.961 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.702 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.126 Members not listed have forces less than 375# P 9 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 4.50 ft I FT/RT:20(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 B-C 158 -1994 D-E 119 -1560 Lumber Hangers I Ties C-D 97 -1506 Value Set:13B(Effective 6/1/2013) (J)Hanger Support Required,by others Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Wind Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs 2x4 SP#3 Wind loads and reactions based on MWFRS. B-G 1881 -142 F-E 1457 -105 Lumber value set"13B"uses design values G-F 1905 -135 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Special Loads Webs Tens.Comp. (Lumber Dur.Fac.=1.25 I Plate Dur.Fac.=1.25) TC-From 55 plf at -2.08 to 55 plf at 5.00 C-F 42 -437 TC-From 27 plf at 5.00 to 27 plf at 8.62 TC-From 55 plf at 8.62 to 55 plf at 13.04 BC-From 4 plf at -2.08 to 4 plf at 0.00 BC-From 20 plf at 0.00 to 20 plf at 5.03 BC-From 10 plf at 5.03 to 10 plf at 6.81 llMlpytpli4 BC-From 20 plf at 6.81 to 20 plf at 13.04 ��++ C �p TC- 275 lb Conc.Load at 5.03 TC- 104 lb Conc.Load at 6.81 � p►�7 FLF�4��J BC- 152 lb Conc.Load at 5.03Q�••. • •S�,•Y.J/'Y BC- 83 lb Conc.Load at 6.81 • • Purlins 1 ; , In lieu of structural panels or rigid ceiling use purlins : to •(.648 • to laterally brace chords as follows: : .• ; Chord Spacing(in oc) Start(ft) End(ft) : ; • TC 42 5.0 8.65.0 a� • ATE ••: TC 43 5.00 8.62 t+ : • TC 48 8.62 13.04 4(/ F BC 120 0.15 12.x2 6., p •. F� ,pP•.• ,' Apply purlins to any chords above or below fillers ��.y AN 1, •••• �� at 24"OC unless shown otherwise above. #0 278 �s I "• `` � wanatvl� 07/07120)7 "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 bracin per BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have_a properly attach d rigid ceiling Locations shown for permanent lateral restraint of webs shall have br ting installed per BCSI sections B3, 7 or B10, as applicable. AppTy plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. (2efer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW B ildl1naQ CCom on nts GroupIn ._shall not be responsible for anydeviation from this drawin an failure to build the µnwCOMPANY truss in conformance with ANSIITP! 1, r for handling,shipping,installation and bracing f.trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of oroTessionar engineering responsibility solelyfor the design shown. The suability Suite 150 and use of this drawing for any structure is the responsibility of the Building Designer perANSIITPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org,SBCA: www.sbcindustry.com;ICC: wviw.iccsafe.org Orlando FL,32837 I , , Jbb Number: 351217 Ply: 1 SEQN:676778 /T18 COMN Cust:R9353 JRef: 1W2a93530011 1627 PARK TERRACE EAST Qty: 4 FROM:LMM DrwNo: 188.17.0719.06510 Truss Label: B5 JB / OF 07/07/2017 6'9"12 137"8 6'9"12 I 6'9"12 =4X4 12 C J 3.5 V — T N_ CO M O N B D N I3�ta 0 —r. E 1 F 2X4(A1) III 1.5X4 =2X4(A1) 1 6'9"12 6'9"12 2'1" -{ --------- - �--2'1" 6'9"12 I 13'7"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# , Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.035 F 999 240 B 628 /43 /324 /- /42 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.076 F 999 180 D 628 /43 /324 /- I- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.010 F - - Wind reactions based on MWFRS EXP:B HORZ L: 0.022 F - - B Min Brg Width Req= 1.5 Des Ld: 37.00 Mean Height:15.00 ft � ) D Min BrgWidth Req= 1.5 NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 p Bldg Code: FBC 2014 RES Max TC CSI: 0.963 Bearings B&D are a rigid surface. BCDL:6.0 psf Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.484 Rep Factors Used:Yes Max Web CSI: 0.108 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ftMaximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 B-C 153 -956 C-D 154 -956 Lumber Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 Bot chord 2x4 SP#2 B-F 879 -73 F-D 879 -73 Webs 2x4 SP#3 Lumber value set"138"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 67 -2.04 15.67 BC 120 0.15 13.48 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. ��++11MWept4114 Wind [5��7 Fl���o mWind emberadesigned on MWFRS with additional C&C QOWV • ' .,•Y•/+/. ? • • %o. ; .648 •a i i* / * * _s-0 ATE ' p #0 27ONA +nautuuta ' 07/07/2017 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safe y for prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny attached rigid ceiling. Locations shown for ermanent lateral restraint Of webs shall have bracing installed per BCI sections B3,B7 or 810, as applicable. Appy plates to each faceoftrussand position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpin?,a division of ITW Buildl'n1gCom onents GroupInc.,shall not be responsible for anydeviation from this drawing any failure to build the ,wm,COWAN! truss in conformance with ANSI/TPI 1 or for handling,shipping,installation and bracing f,trussesA seal on this drawing or cover page,,ty 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability Suite 150 and use of this drawing for any structure is the responsibility of the Building Designer per`ANSI/TPI 1 SSc.2. Orlando 15FL,32837 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 Jbb Number. 351217 Ply: 1 SEAN:676776 /T16 SPEC I Cust:R9353 JRef: 1W2a93530011 1627 PARK TERRACE EAST Qty: 14 FROM:LMM DrwNo: 188.17.0719.08230 Truss Label: 86 JB / DF 07/07/2017 6'9"12I 13 0 8 6'9"12 6212 4X4 12 C 3.5 p I N co °O ii B D b 1 �- (V 3114 H 9 A �1 5"15 E 2X4(A1) 2X4(A1) III 1.5X4 --- I--2'1" 1 6'9"12 I 6'2"12 6'9"12 1378 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 I Rh /RL /W TCDL: 7.00 !Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.030 E 999 240 B 618 /45 /316 /- /34 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.066 E 999 180 D 475 /18 /237 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.009 E - - Wind reactions based on MWFRS EXP:B Des Ld: 37.00 HORZ(TL): 0.020 E - - B Min Brg Width Req= 1.5 Mean Height:15.00 ft D Min BrgWidth Re NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 q= - TCDL:4.2 psf BearingB is rigid surface. Soffit: 2.00 BCDL:6.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.996 a g Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.452 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: 0.102 Loc.from endwall:not in 4.50 ft FT/RT:20(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:17.01.00E.0525.17 B-C 207 -908 C-D 214 -910 Lumber Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 Bot chord 2x4 SP#2 B-E 832 -160 E-D 832 -160 Webs 2x4 SP#3 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 69 -2.04 6.81 TC 71 6.81 13.04 BC 120 0.15 12.92 Apply purlins to any chords above or below fillers �at 24"OC unless shown otherwise above. .,Hangers/Ties /a.,••••• • •••.-•�A.(J)Hanger Support Required,by others �` • S, •• • '4f • Wind ji • e • • Wind loads based on MWFRS with additional C&C f ; o. c(•64p member design. 75 • * •• * • • s X,pL• ATE + .•'c c ao 27s�y'� S/ONAI E�,�•� ` +n„e+wwuta� 07/07/2017 ------------- --- "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handljnq shipping,installing.and bracing..Refer to and follow the latest edition of BCSI(Building Component S fety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracingper SCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling. Locations shown for rmanent lateral restraint of webs shall have bracinginstalled per BCI sections B3,B7 or B10, IIA as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawinapv failure to build the µ,,,,,;ms,,,. truss in conformance with ANSI/IPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa e 2400 Lake Orange Dr. listing this drawing,indicates acceptance of oroTessionar en ineerina responsibility solelyfor the design shown. The suitability Suite and use of this rawing for any structure is the responsibility of the Building Designer per ANSI/TPI I Sec.2. Suite 150 FL,32837 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 ..11:b Number: 351217 Ply: 1 SEAN:676767 /T3 HIPS Cust:R9353 JRef: 1W2a93530011 1627 PARK TERRACE EAST Qty: 2 FROM:LMM DrwNo: 188.17.0719.10797 Truss Label: C7 JB / OF 07/07/2017 I 12 3.5 - =4X4 =4XX4 T LO N B - - E co _ 3"14 A m Q F I 2X4 Al 1111.X4 I111.X4 _2X4(A1) ( ) 8'2"8 17"H 1'7" 8'2"8 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 Udeft L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.025 H 999 240 B 560 /77 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.057 H 999 180 E 560 /77 /- /- I- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.007 G - - Wind reactions based on MWFRS EXP:B HORZ(TL): 0.015 G - - B Min BrgWidth Re 1.5 Des Ld: 37.00 CfL) q= Mean Height:17.08 ft Code/Misc Criteria ] CreepFactor:1.5 E Min Brg Width Req= 1.5 NCBCLL: 10.00 TCDL:4.2 psf Bearings B&E are a rigid surface. Soffit: 2.00 BCDL:6.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.719 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.368 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.041 Members not listed have forces less than 375# P 9 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:20(0)/5(2) Chords Tens.Comp. Chords Tens. Comp, GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 B-C 105 -1039 D-E 105 -1039 Lumber Wind C-D 90 -992 Value Set:13B(Effective 6/1/2013) Wind loads and reactions based on MWFRS. Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs 2x4 SP#3 B-H 977 -95 G-E 977 -95 Lumber value set"13B"uses design values H-G 992 -90 approved 1/30/2013 by ALSC Special Loads (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 55 plf at -1.58 to 55 plf at 3.00 TC-From 27 plf at 3.00 to 27 plf at 5.21 TC-From 55 plf at 5.21 to 55 plf at 9.79 BC-From 4 plf at -1.58 to 4 plf at 0.00 BC-From 20 plf at 0.00 to 20 plf at 3.03 BC-From 10 plf at 3.03 to 10 plf at 5.18 HRMINfppff BC-From 20 plf at 5.18 to 20 plf at 8.21 �@ t/ �.��Iq BC-From 4 plf at 8.21 to 4 plf at 9.79 �a !-LC ��' TC- 98 lb Conc.Load at 3.03,5.18 �•.•••• • •••••�4 TC- 53 lb Conc.Load at 4.10 QO•• ••/,0 BC- 57 lb Conc.Load at 3.03,5.18 , �` SF • BC- 46 lb Conc.Load at 4.10 3 • Purlins : ' a. • •�8 • • • In lieu of structural panels or rigid ceiling use purlins . ; * : * to laterally brace chords as follows: - • • Chord Spacing(in oc) Start(ft) End(ft) s • ATE * • TC 57 -1.54 3.00 sy .�Q` TC 27 3.00 5.21 . A(� e[4c/ TC 57 5.21 9.75 4�*0 Q�.•*�1-0 R'O`_i•;a� BC 95 0.15 8.06 S-s �A�•• •• • ` Apply purlins to any chords above or below fillers ��i� t�77 •..a..• N� at 24"OC unless shown otherwise above. #0 278 4•y4�,.,ONAL J f. 07/07/2017 **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingg shipping installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI anSBCA)fi5r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI._Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCI sections 83,87 or B10 as applicable. Apply plates to each face.of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_components Group Inc..shall not be responsible for any deviation from this drawing any failure to build the •H rtwC M' truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of_trussesA seal on this drawing or cover page.. 2400 Lake Orange Or. listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability Suite 150 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sac.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.sbdndustry.com;ICC: www.iccsafe.org Orlando FL,32837 Job Number. 351217 ' Ply: 1 SEQN:676769 /T2 COMN Cust:R9353 JRef: 1W2a93530011 1627 PARK TERRACE EAST Qty: 2 FROM:LMM DrwNo: 188.17.0719.12890 Truss Label: C8 J8 / DF 07/07/2017 4'1"4 8'2"8 4,1„4 4'1"4 { 12 4X4 3.5 L C v d- 0 B D I 314 A _� o- E _ = F = 1 2III 1.5X4 X4(A1) =2X4(A1) 1'�„ 4,1„4 F-- 4'1"4 1'7" --- 4,1„4 8'2"8 1 -H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF)I Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NAS PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.011 F 999 240 B 397 /42 /190 /- /23 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.024 F 999 180 D 397 /42 /190 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.003 F - - Wind reactions based on MWFRS EXP:B HORZ(TL): 0.007 F - - B Min Br Width Re 1.5 Des Ld: 37.00 ( ) g q= Mean Height:17.24 ft NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.397 Bearings B&D are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.180 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.059 Members not listed have forces less than 375# P 9 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 4.50 ft FT/RT:20(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): _ - Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 B-C 116 -491 C-D 117 -491 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 Bot chord 2x4 SP#2 B-F 449 -51 F-D 449 -51 Webs 2x4 SP#3 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 71 -1.54 9.75 BC 95 0.15 8.06 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. '��NliArr�Wind f•cski., SS FL[;: .Wind loads based on MWFRS with additional C&C ••••• . "S•• 4 member design. •� $,,% • 4 • • o. ;C648 •• i • I* , * * ss,o:• ATE * •: cc -0,%Az‹..,:...ki.0..It.R.11:0 V #0278 low/yS,���ONAt - ,� -"Wfykiypttl, 07/07/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing:and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fbr safetyPpractices prior to performing these functions. Installers shall provide temporary bracing per BCSI..Unless noted o-therwise,top chord shall have properlyattached structural sheathingand bottom chord shall have a properly attached ceiling Locations shown for permanent lateral restraint f webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face.of truss and position as shown above and on the Joint-Deters, uless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing an failure to build the Anwcou truss in conformance with ANSI/IP' 1,or for handling,shipping,installation and bracing of trussesA seal on thus drawing onw+ g or cover page2400 Lake Orange Dr. listing this drawing indicates acceptance of oroTessronar 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/TP!I Suite 150 SSc.2. Orlando FL,32837 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 Jbb Number: 351217 Ply: 1 SEAN:676743 /T14 EJAC Cust:R9353 JRef: 1W2a93530011 1627 PARK TERRACE EAST Qty: 8 FROM:LMM DrwNo: 188.17.0719.14860 Truss Label: EJ9 JB / DF 07/07/2017 C 12 :� - 3.5 CD kr N (N B N --i- 3"14 1 A D 2X4(A1) 7' H 2'1" '1 , 1 Loading Criteria(psO Wind Criteria Snow Criteria(Pg,Pf in PSF)I Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NAI PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): NA B 407 /38 /221 /- /60 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA i VERT(TL):NA D 122 /- /65 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.013 D - - C 159 /43 /64 /- /- /1.5 Des Ld: 37.00 EXP.6 —__- - HORZ(TL): 0.028 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 TCDL:4.2 psf Soffit: 2.00 BCDL:6.0psf Bldg Code: FBC 2014 RES Max TC CSI: 0.604 D Min Brg Width Req= - TPI Std: 2007 Max BC CSI: 0.458 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:not in 4.50 ft FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 -2.04 7.00 BC 75 0.15 7.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. IMIlldthpfuN Wind fit.,‘ S` Fl EZIWind loads based on MWFRS with additional C&C , ��C•••member design. S • /�/O • 1 i • • o. :c•648 •• * e * • • ,o:• AT • - 144 '', ec••••,�L b.0R`O%••• / #0 27a t?t7 NAL ' wt'rrrnsfl tiw- 07/07/2017 **WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg,handlin shippinginstalling.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 sheathin and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint Of webs shall have bracing installed per BCI sections 83,B7 or B10, as applicable. AppTy plateo each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinatLtCComponents Group Inc.,shall not be responsible for any deviation from this drawin an failure to build the µ ,, ,,,,n,,,,,,-, truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page2400 Lake Orange Dr. listing this drawing indicates acceptance of proTesslonar engineering responsibility solely for the design shown. The suitability and use of this &Pawing for any structure is the responsibility of the Building Designer per-ANSI/TP!1 S�c.2. Suite 150 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,32837 Jbb Number. 351217 Ply: 1 SEAN:676753 /T23 EJAC Cust:R9353 JRef: 1W2a93530011 1627 PARK TERRACE EAST Qty: 5 FROM:LMM DrwNo: 188.17.0719.17147 Truss Label: EJ10 JB / DF 07/07/2017 12 C 3.5 L— 4 co a N B N 3')4 W A D 2X4(A1) 5' 2'1'r * 5' i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): NA B 341 /46 /186 /- /46 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 83 /- /44 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.003 D - - C 104 /28 /41 /- /- /1.5 Des Ld: 37.00 EXP:B HORZ(TL): 0.009 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 TCDL:4.2 psf D Min Brg Width Req= - Soffit: 2.00 BCDL:6.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.465 C Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.215 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.from endwall:Any FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Lumber value set"136"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 -2.04 5.00 BC 58 0.15 5.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. ltisugieWind ��•7 F�Cy��''4 member design. OV •••`• Wind loads based on MWFRS with additional C&C • •••• • 4 V • I •• • _ O. •'"•648 • • • • • • * • * i* ■ • • ss ,o'. ATE • Q ..._..• #0 27s 'y„�43 /pNAL .a)' -vimagututito 07/07/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)to'rsafety practices prior to performing these functions. Installers shall provide temporary bracin per BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attach d rigid ceiling Locations shown for permanent lateral restraint Of webs shall have bracing installed per BCI sections B3,B7 or B10, Alh as applicable AppTy plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for sandard 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 •Irwco..••N, truss in conformance with ANSITTPI 1,or tor handling,shipping,installation and bracng of,trussesA seal on this drawing or cover page_, 2400 Lake Orange Dr. listing this drawing indicates acceptance of oroTesslonar engineering responsibility solely for the desi n shown. The suability Suite 150 and use of this arming for any structure is the responsibility of the Building Designer pe ANSI/TPI 1 S-ec.2. For more information see this job's general notes page and these web sites. ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32837 Job Number. 351217 Ply: 1 SEAN:676761 /T5 EJAC Cust:R9353 JRef: 1W2a93530011 1627 PARK TERRACE EAST Qty: 6 FROM:LMM DrwNo: 188.17.0719.19623 Truss Label: EJ11 J8 / DF 07/07/2017 12 3.5 V C CO r BiollIllIllIllIll11111111 (V (fl •- ti ioioioi 33114 A I '1! i ► D 2X4(A1) 3' I 1'7" * ci 3' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 ; Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# LOC R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA Enclosure:Closed B 237 /- //25 /- /- /5.5 BCLL: 0.00 Lu:NA Cs:NA VERT(TL):NA D 46 I- !- 1- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D - - C 53 /16 /20 /- /- /1.5 Des Ld: 37.00 EXP:B HORZ(TL): 0.001 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:17.08 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 TCDL:4.2 psf D Min Brg Width Req= - Soffit: 2.00 BCDL:6.0psf Bldg Code: FBC 2014 RES Max TC CSI: 0.160 C Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h12 TPI Std: 2007 Max BC CSI: 0.063 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:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 57 -1.54 3.00 BC 34 0.15 3.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Milllige- Wind misjiir�S F�► ►i��0 Wind loads based on MWFRS with additional C&C `�7 member design. OOV ••••� • •'••. �/L 41 J I i • '1 o. :C 648 • I i • • i * • * • r it ,Q:• ATE •• •••ct '0 dic'•. O R\ ••• �C�b ► �•. F •••.._..••• #0 27s''•4 s/44, ONAI.tiros" �* 07/07/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide terhporary bracin per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attach .a rigid ceiling Locations shown for permanent lateral restraint Of webs shall have bracing installed per BCI sections B3,B7 or Bi 0, as applicable AppTy plates to each face of russ and position as shown above and on the Joint-Details, unless noted otherwise. f2efer 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 µrTw COMPANY truss in conformance with ANSI TPI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of orooessionar engineering responsibility solely for the deskin shown. The suitability Suite 150 and use of this drawing for any structure is the responsibility of the Building Designer perANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org:SBCA: www.sbcwdustry.com:ICC: wawiccsafe.org Orlando FL,32837 Job Number: 351217 Ply: 1 SEON:676751 /T19 HIP_ Gust:R9353 JRef: 1W2a93530011 1627 PARK TERRACE EAST Oty: 3 FROM:LMM DrwNo: 188.17.0719.21847 Truss Label: HJ12A JB / DF 07/07/2017 5'6"12 9'10"1 H 5'6"12 s 4'3"5 D 12 2.47L____- ;1.5X4 C I I v to B CV O 1N 314A im ;1r/ FE - =2X4(A1) =3X3 29'2"8 7"9 '10"10 A 9'2"8 19'141 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF)I 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): 0.038 F 999 240 G 486 /145 /- /- /- /7.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.083 F 999 180 E 334 /9 /46 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.008 F - - D 206 /65 /- /- /- /1.5 Des Ld: 37.00 EXP:B HORZ(TL): 0.018 F - - Wind reactions based on MWFRS NCBCLL:0.00 Mean Height:15.00 ft Code/Misc Criteria • Creep Factor:1.5 G Min Brg Width Req= 1.5 TCDL:4.0 psf Soffit: 2.00 BCDL:6.0psf Bldg Code: FBC 2014 RES Max TC CSI: 0.985 E Min Brg Width Req= - TPI Std: 2007 j Max BC CSI: 0.486 D Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No I Max Web CSI: 0.308 Bearing G is a rigid surface. Loc.from endwall:Any FT/RT:20(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:17.01.00E.0525.17 Chords Tens.Comp. Lumber - ----- --------- Wind ----- - B-C 157 -776 Value Set:13B(Effective 6/1/2013) Wind loads and reactions based on MWFRS. Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP SS Dense Webs 2x4 SP#3 Chords Tens.Comp. Lumber value set"13B"uses design values B-F 752 -137 approved 1/30/2013 by ALSC Special Loads Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 0 plf at -2.89 to 54 plf at -0.06 C-F 143 -783 TC-From 2 plf at -0.06 to 2 plf at 9.84 BC-From 0 plf at -2.89 to 4 plf at -0.06 BC-From 2 plf at 0.00 to 2 plf at 9.84 TC- -47 lb Conc.Load at 1.51 TC- 88 lb Conc.Load at 4.34 1A1/p TC- 210 lb Conc.Load at 7.17 BC- -6 Ib Conc.Load at 1.51 [. S F,LF"••:(41- id BC- 88 lb Conc.Load at 4.34 ••,• •••• BC- 168 lb Conc.Load at 7.17 OQ••, ` S;••:Y Purlins if • • r • In lieu of structural panels or rigid ceiling use purlins : :1 O" :c.648 • to laterally brace chords as follows: ; • Chord Spacing(in oc) Start(ft) End(ft) = • • TC 59 -2.86 9.84 i* • • BC 116 0.15 9.84 z •, AT47 I E Apply purlins to any chords above or below fillers 4 00. 1 ; Q at 24"OC unless shown otherwise above. _'_�y:��.�' �••:t� Loading ��.Z A.•.�:OR\--.0 `�/• � Hipjack supports 6-11-8 setback jacks with no webs. #0 278 !'51QNr*1�-' - Ufftgilwta 07/07/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shippinginstalling.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by-TPI and SBCA)Mr safety ractices prior to performing these functions. Installers shall provide temporary/ bracin per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper y attach a rigid ceiling. Locations shown for'permanent lateral restraint Of webs shall have bracing installed per BCI sections 83,B7 or 810, as app icat3le. Applplates to each face oftruss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the A„RV,;"„yp,v truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this dr wi g or cover page2400 Lake Orange Dr. listing this drawing indicates acceptance of orooesstonar engineering responsibility solelyfor the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer pe(ANSI/TPI 1 Sc.2.� Suite 150 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com:TPI: www.tpinst.org:SBCA: www.sbundustry.com;ICC- www.iccsafe.org Orlando FL,32837 Job Number: 351217 Ply: 1 SEQN:676772 /T1 HIP_ Gust:R9353 JRef: 1W2a93530011 1627 PARK TERRACE EAST Qty: 1 FROM:LMM DrwNo: 188.17.0719.25647 Truss Label: HJ12B JB / DF 07/07/2017 4'10"9 9'0"2 I- - 4'��.;9 I 4'1..9 H 2.471 :-_ C 1 r3gX4 c go 'v A CV T I - _ 5"15 low - I 2X4(A1) F =3X3ED III 1.5X4 4.8"13 3'8"1 7"5� 4'8"13 I 8'4"14 I 9'0''� 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 Udef! U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph P1:NAICe:NA VERT(LL): 0.051 F 999 240 A 393 /93 I- 1- I- l- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.114 F 933 180 D 430 /- /1 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.010 E - - C 157 /38 /- /- /- /1.5 EXP:B Des Ld: 37.00 ( )HORZ TL: 0.022 E - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= - TCDL:4.2 psf D Min B Width Re Soffit: 2.00 BCDL:6.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.958 C Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.843 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.462 FT/RT:20 Members not listed have forces less than 375# 0/52 Loc.from endwall:not in 4.50 ft ( ) ( ) Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 Lumber A-B 109 -1248 Value Set:138(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs2x4SP#3 A-F 1208 -95 F-E 1184 -102 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Special Loads Webs Tens.Comp. (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) B-E 107 -1240 TC-From 27 plf at 0.00 to 27 plf at 6.34 TC-From 54 plf at 6.34 to 54 plf at 9.01 BC-From 10 plf at 0.00 to 10 plf at 6.34 BC-From 20 plf at 6.34 to 20 plf at 9.01 TC- -23 lb Conc.Load at 0.69 TC- 104 lb Conc.Load at 3.51 TC- 215 lb Conc.Load at 6.34 Frr4I�I',q''i BC- 88BC- lblConc.Conc.b Load at 3.51 iN\ ••• !'�A./ BC- 165 lb Conc.Load at 6.34 V•\ •'r .S�••Y•Jdi Y. 4‘ G • -4 Purlins . ,C)4, a • In lieu of structural panels or rigid ceiling use purlins `� ; 648 to laterally brace chords as follows: i • i Chord Spacing(in oc) Start(ft) End(ft) : i TC 56 0.00 9.01 i • BC 107 0.13 9.01 S Apply purlins to any chords above or below fillers 3 ,<1°••• /1ATE /Q at 24"OC unless shown otherwise above. c�-';').••• •• •: <(/ Wind 4,,,©it.;••.,,•OR\,,•• �C-r•�' Wind loads and reactions based on MWFRS. #0 278 i, ss1QNAtE� lt 1/44Nni m outuu- 07/07/201 7 _ **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! *IMPORTANT*" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shippin installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)far safety practices prior to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling Locations shown for ermanent lateral restraint of webs shall havebracing installed per BCSI sections 83,B7 or B10, as applicable. Apply plates to each face.of truss and position as shown above and on te Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin CComponents Group Inc shall not be responsible for any deviation from this drawing.any failure to build the urmvcauvax truss in conformance with ANSI/PI 1,or for handling,shipping,installation and bracing of.trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of prolessronafi engineering responsibility solely for the design shown. The suirability 2400 150 and use of this drawing for any structure is the responsibility of the Building Designer perANSI/TPI 1 Sec.2. Suite Orlando FL,32837 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI:www.tpinst.org;SBCA: www.sbdndustry.com;ICC: www.iccsafe.org . r Jbb Number. 351217 Ply: 1 SEAN:676755 /T29 HIP_ Cust:R9353 JRef: 1W2a93530011 1627 PARK TERRACE EAST Qty: 3 FROM:LMM DrwNo: 188.17.0719.27663 Truss Label: HJ13 JB / DF 07/07/2017 12 2.47 C ► ' TT 4. B ) � -7- NW' C) 314 IX I N A J� E D 2X4(A1) -' 2'10"10 -i.. - 7'0"2 7'0"2 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R I U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA I VERT(LL):NA E 354 /135 /- I- /- 17.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 69 /4 /38 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.007 D - - ! C 170 /42 I- l- I- /1.5 EXP:B HORZ L 0.009 D - - Wind reactions based on MWFRS Des Ld: 37.00 Mean Height:15.00 ft ) NCBCLL:0.00 Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 1.5 TCDL:4.2 psf D Min BrgWidth Re Soffit: 2.00 BCDL:6.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.823 q= Load Duration: 1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.349 C Min Brg Width Req= Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.000 Bearing E is a rigid surface. Loc.from endwall:Any FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:138(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Special Loads (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 0 plf at -2.89 to 54 plf at -0.06 TC-From 2 plf at -0.06 to 2 plf at 7.01 BC-From 0 plf at -2.89 to 4 plf at -0.06 BC-From 2 plf at 0.00 to 2 plf at 7.01 TC- -47 lb Conc.Load at 1.51 TC- 88 lb Conc.Load at 4.34 BC- -6 lb Conc.Load at 1.51 MMlgytar� BC- 88 lb Conc.Load at 4.34 ���• c '�A►y� �7 !- O Purlins O\ ••••• • ••••• �� In lieu of structural panels or rigid ceiling use purlins O •% ` - S�••• • to laterally brace chords as follows: , V' C • Chord Spacing(in oc) Start(ft) End(ft) 4 • TC 75 -2.86 7.01 I : O. ;C648 • BC 75 0.15 7.01 a • a Apply purlins to any chords above or below fillers - • * : * :1 at 24"OC unless shown otherwise above. i* r • • • ' ATE Loading Ss �O, f • ttQ,-- Hipjack supports 4-11-8 setback jacks with no webs. _. AI. ••l Ic 1OQ.•••• �f •c F Wind z08,,dA�Ss ••OR•••o . Wind loads and reactions based on MWFRS. #0 2784'�ii� -/ON A • 07/07/2017 **WARNING'* READ AND FOLLOW ALL NOTES ON THIS DRAWING! *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint f webs shall have bracing installed per BCSI sections 83,B7 or B10, as applicable. Appy plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE L drawings 16A-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 2400 Lake Orange Dr. listing this drawing indicates acceptance of professionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibilityyof the Building Designer perANSI/TPI 1 SSc.2. Suite 150 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 Ovando FL,32837 - 3 • Jab Number: 351217 Ply: 1 SEON:676765 /T6 HIP_ Gust:R9353 JRef: 1W2a93530011 1627 PARK TERRACE EAST City: 4 FROM:LMM DrwNo: 188.17.0719.30200 Truss Label: HJ14 JB / DF 07/07/2017 12 2.47 C .11 1- I Nr B N co F-- -17 ;FA i i ,.....___ E _........_ D 2X4(A1) 4'2"3 2'2"3 .1.0 4'2"3 4'2"3 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/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA E 196 /60 /- /- /- /7.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 11 /5 /15 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 D - - C 44 /13 /- /- /- 1 1.5 Des Id: 37.00 EXP:B HORZ(TL):-0.002 D - - Wind reactions based on MWFRS NCBCLL:0.00 Mean Height: 17.08 ft Code/Misc Criteria Creep Factor 1.5 E Min Brg Width Req= 1.5 TCDL:6.0 psf Soffit: 2.00 BCDL:6.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.405 D Min Brg Width Req= - C Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.082 Bearing E is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.000 Loc.from endwall:Any FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Special Loads 1 (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 0 plf at -2.18 to 54 plf at -0.06 TC-From 2 plf at -0.06 to 2 plf at 4.18 BC-From 0 plf at -2.18 to 4 plf at -0.06 BC-From 2 plf at 0.00 to 2 plf at 4.18 TC- -21 lb Conc.Load at 1.51 BC- 9 lb Conc.Load at 1.51 tllgipgy�f PurlinsIn lieu of ��s FLE4+4 to laterallytructural brace chordsls or as follow idceiling use purlins 0, ow" s e••••`•••/I`i Chord Spacing(in oc) Start(ft) End(ft) ••\i' ' • • TC 75 -2.15 4.18 4 BC 48 0.15 4.18 1 l • e 9 Apply purlins to any chords above or below fillers a o. , :�• 8 • .• at 24"OC unless shown otherwise above. • y • • 7� * • Loading . • • _ • i Hipjack supports 2-11-8 setback jacks with no webs. 3.„Q; ATE tt,,-- Wind '`i r •.•P� R,0`•••• / Wind loads and reactions based on MWFRS. ,y.:<(4:1'•%•.0=:.•�•`(')� 3� #027s '�► ONa `;IT t� 901181tKatwu 07/07/2017 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and'SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracinginstalled per BCSI sections 63,B7 or B10, as applicable. Applplates to each face.ofptruss and position as shown above and on the JoinDetails , unless noted otherwise. Refer to ALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of ITW B ildin CComponents Group Inc.shall not be responsible for any deviation from this drawing any failure to build the ANRWCo„P, truss in conformance with ANSI/Tg,PI 1, or for handling,shi „. pping,installatldn and bracing of trussesA Seal on this drawing or cover page2400 Lake Orange Dr. listing this drawing indicates acceptance of professtonar en ineerinq responsibility solely for the dest n shown. The suability and use of this drawing for any structure is the responsibilit3lof the Building Designer perANSI/TPI 1 Sec.2. Suite 150 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,32837 • Job Number: 351217 Ply: 1 SEQN:676745 /T11 JACK Cust:R9353 JRef: 1W2a93530011 1627 PARK TERRACE EAST Qty: 7 FROM:LMM DrwNo: 188.17.0719.32460 Truss Label: CJ15A JB / DF 07/07/2017 12 C 3.5 L A T i co -a) -4B N 3114 A -- D 1 , 2X4(A1) � 2'1" -- 5'0"7 1 5'0"7 1 Loading Criteria cost) 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 1 VERT(LL):NA B 342 /46 /187 /- /47 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 84 /- /45 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.003 13 - - C 105 /28 /41 /- /- /1.5 EXP:B Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.009 D - - Wind reactions based on MWFRS NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.311 D Min Brg Width Req= TPI Std: 2007 Max BC CSI: 0.218 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:not in 4.50 ft FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) IC 75 -2.04 5.04 BC 59 0.15 5.04 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. MIlplypr lye Wind fil., S ati,4% Wind memberads designed on MWFRS with additional C&C • .S•.•% r i • • • 5¢ �fo. •�7`f8 $ • • t* ; , * : • :s ,oATE ft• #oz7s 07/07/2017 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafPetty practices prior to performing these functions. Installers shall provide temporary bracin per BCSI.Unless noted otherwise,top chord shall have properlyshall attached structural sheathing and bottom chord have_a propperly attach rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 7 or B10 as app cal6le. AppTy plates to each face,ofptruss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to iALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildingomponents Group Inc.shall not be responsible for any deviation from this drawin any failure to build the AN fIw COMPANY truss in conformance with ANSIIT 11,or for handling,shipping,installation and bracing oftrussesA seal on this drawing or cover page., 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the desi n shown. The suitability Suite 150 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Orlando FL,32837 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 1 . ► • I Job Number: 351217 Ply: 1 'SEON:676759 /T10 JACK I Cust:R9353 JRef: 1W2a93530011 1627 PARK TERRACE EAST Qty: 1 FROM:LMM DrwNo: 188.17.0719.34440 Truss Label: CJ15B JB / DF 07/07/2017 12 3.5 L• B V A 00 A .- -1.- 5"15 5"15 2X4(A1) C 415"7 415rr7 i Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): NA A 171 /1 /90 1- /31 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 81 /- /44 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.003 C - - B 110 /32 /44 /- /- /1.5 EXP:B HORZ TL: 0.008 C - - Wind reactions based on MWFRS Des Ld: 37.00 Mean Height:15.00 ft ( ) NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= - Soffit: 2.00 BCDL:6.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.268 C Min Brg Width Req= - - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.204 B Min Brg Width Req= Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Members not listed have forces less than 375# Loc.from endwall:not in 4.50 ft FT/RT:20(0)/5(2) GCpi:0.18 Plate Type(s): _ Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 56 0.00 4.45 BC 52 0.13 4.45 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. 1114/410.. Hangers/TiesS(J)Hanger Support Required,by others e ,mu Wind S$*•. . • Wind loads based on MWFRS with additional C&C 1 . • member design. r • ; • o. ; .648 * , • %-0,69% ATE I ,. ' #0278y��yi4QONAL ' 07/07/20!7 "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 bracingper BCSI. shall Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord have a properly attachd rigid ceiling. Locations shown for permanent lateral restraint Of webs shall have braacing9 installed per BCI sections$3,B7 or B10 as applicable. Appl plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. fiefer to ALPINE I drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildinac omponents Group Inc.shall not be responsible for any deviation from this drawin an failure to build the , ,,,,,,Ca,,,,,,,,. truss in conformance with ANSI/T 11,or for handling,shipping,installation and bracing of trussesA seal on this drawing r, g or cover page2400 Lake Orange Dr. listing this drawing,indicates acceptance of pro essiona engineering responsibility solely for the design shown. The sui bility and use of this tawing for any structure is the responsibility of the Building Designer per 1 Sec.2. Suite 150 Orlando FL,32837 For more information see this job's general notes page and these web sites: ALPINE: www.aipineitw.com;TPI. www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org . • • Job Number: 351217 Ply: 1 SEQN:676747 /T12 JACK Cust:R9353 JRef: 1W2a93530011 1627 PARK TERRACE EAST Qty: 13 FROM:LMM DrwNo: 188.17.0719.36483 Truss Label: CJ16A JB I DF 07/07/2017 12 3.5 C FA L/ oioioioir6.01.111111111111111111 N Ir O) 4-4 .' i -- A111 -11 D It 2X4(A1) H 2'1" - 3'0"7 3'O"7 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 287 /58 /159 I- /34 /5.5 BOLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 44 I- /24 /- I- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D - - C 44 /12 /19 /- /- /1.5 EXP:B ) Des Ld: 37.00 HORZTL 0.002 D - - Wind reactions based on MWFRS HORZ(TL): Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 NCBCLL: 10.00 TCDL:4.2 psf Soffit: 2.00 BCDL:6.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.435 D Min Brg Width Req= - C Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2007 Max BC CSI: 0.114 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.from endwall:Any FT/RT:20(0)/5(2) i Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 63 -2.04 3.04 BC 35 0.15 3.04 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. tRlllgytin4,h, Wind S FI ^s:Wind loads based on MWFRS with additional C&C trix". . .L,C• /!•••••• •••••member design. S v • 1 : • if d. f•G7Yv • i • • • * � �i S • I 41 ii : i Ss „ ; ATE a : - P• • � . c4. - , 0 A* '• OR\ � � ' #0 278 y�'4c,, ONAt�� 4 07/07/2017 ""WARNING*" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fbi safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have.a progeny attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections 63,B7 or 810 as applicaffle. ApplPlates to each faceor truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Bull 1n1 omponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the µn,,,,�„,o,,,-, truss in conformance with ANSI/TPI1,or for handling,shipping,installation and bracing oftrussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro-fesslonar engineering responsibility solely for the design shown. The suitability Suite 150 and use of this &awing for any structure is the responsibility of the Building Designer pei'ANSIITPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org:SBCA: www.sbcindustry.com:ICC: wvw.iccsale.org Orlando FL.32837 i t r • Jbb Number: 351217 Ply: 1 SEQN:676757 /T15 JACK Gust:R9353 JRef: 1W2a93530011 1627 PARK TERRACE EAST Qty: 1 FROM:LMM DrwNo: 188.17.0719.39723 Truss Label: CJ16B JB / DF 07/07/2017 12 3.5 V B 1 T A 00 NI TLela 5"15 �1 1 • __ 2X4(A1) C 2'5"7 _ 1- 2'5"7 i 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 Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA Enclosure:Closed A 96 /- /51 /- /17 /- BCLL: 0.00 Lu:NA Cs:NA VERT(TL):NA C 44 /- /23 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 C - - B 60 /18 /24 /- /- /1.5 EXP:B Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.001 C - - Wind reactions based on MWFRS NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= - Soffit: 2.00 BCDL:6.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.068 C Min Brg Width Req= - Load Duration:1.25 TPI Std: 2007 Max BC CSI: 0.056 B Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Members not listed have forces less than 375# Loc.from endwall:not in 4.50 ft FT/RT:20(0)/5(2) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Lumber value set"13B"uses design values approved 1/30/2013 by ALSO Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 31 0.00 2.45 BC 28 0.13 2.45 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. lotttfMinsigHangers/Ties , A ar�y�a (J)Hanger Support Required,by others AN.);••••,` S r FLEA �4 Wind • S�r'','• Wind loads based on MWFRS with additional C&C @ member design. ; 'AO. 's 10. :r•648 •• a ' • , * : * =s ,p'; ATE • ;� r C) r- # #0 27sy*4 ' rONAI t�,®44 "' �aannwwuw 07/07/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fb'safe y p actices 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 properly attachd rigid ceiling. Locations shown for permanent lateral restraint Of webs shall have bracing installed per BCI sections$3,B7 or B10, /46 as applicatfle. Applplates to each face.or truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildingCComponents Group Inc.shall not be responsible for any deviation from this drawin any failure to build the „",,,,COMPA= truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing oftrussesA seal on this drawly or cover page,, 2400 Lake Orange Dr. listing this drawing,indicates acceptance of proo'essionall engineering responsibility solelyfor the design shown. The suitability 9 and use of this arming for any structure is the responsibility-of the Building Designer perANSI/TPI 1 SSc.2. Suite 150 Orlando FL,32837 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 ., if Job Number: 351217 Ply: 1 SEAN:676749 /T13 JACK I Cust:R9353 JRef: 1W2a93530011 1627 PARK TERRACE EAST Qty: 13 FROM:LMM 1 DrwNo: 188.17.0719.41583 Truss Label: CJ17 J8 / DF 07/07/2017 12 3.5 L• C B `� ao 31 :, N Aiiiiii0iii _ D 11 =2X4 Al H 211" 1'0"7 1'0"7 ei Loading Criteria(psr) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NAPP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA j VERT(LL):NA B 322 /107 1 183 /- /24 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D -42 /42 /27 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 D - - C -83 /83 /42 I- I- /1.5 EXP:B Des Ld: 37.00 L 0.001 D - - Wind reactions based on MWFRS — — — 1 HORZ(T ) Mean Height 15.00 ft Code/Misc Criteria CreepFactor:1.5 B Min Brg Width Req= 1.5 NCBCLL: 10.00 TCDL:6.0 psf D Min Brg Width Req= - Soffit: 2.00Bldg Code: FBC 2014 RES 1 Max TC CSI: 0.435 BCDL:6.0 psf C Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2007 Max BC CSI: 0.050 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.from endwall:Any FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Lumber value set"138"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 38 -2.04 1.04 BC 11 0.15 1.04 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Milltligifin �p►S FL Wind iiiii �� ..\ Wind loads based on MWFRS with additional C&C �� . "„•••;,:14 member design. 470`" �••!••• a • 1 : • e O. :r•648 I ; • • • • =s ,.o ATE 4. #0 278 ''�(7yirn.,J• ONAi.„.]_,0v' 07/07/2017 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingq shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for.permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10, as applicable. Applates to each face ofptruss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE L 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 COMPANY truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing of.trussesAseal on this clawing or cover page.. 2400 Lake Orange Dr. listing this drawing indicates acceptance of proTessionaf engineering responsibility solely or the design shown. The suability Suite 150 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com:TPI:www.tpinst.org:SBCA. www.sbcindustry.com:ICC. www.iccsafe.org Orlando FL,32837 rt ! , Job Number. 351217 Ply: 1 SEQN:676763 1 T4 JACK Cust:R9353 JRef: 1W2a93530011 1627 PARK TERRACE EAST Qty: 8 FROM:LMM DrwNo: 188.17.0719.44980 Truss Label: CJ18 JB / DF 07/07/2017 12 3.5 L— C B i - Al 00 CO A • A� ~ i D 2X4(A1) 1 r7rr a 1'0"7 1'0rr7—j Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Weft L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 229 /76 /115 /- /21 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA ' :VERT TL NA Risk Category:II VERT(TL): D 4 /18 /18 /- 1- /1.5 BCDL: 10.00 e9 ry Snow Duration:NA ' HORZ(LL):-0.000 D - - C -42 /42 /27 /- /- /1.5 Des Ld: 37.00 EXP:B HORZ(TL):-0.000 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height 16.80 ft Code/Misc Criteria I Creep Factor:1.5 B Min Brg Width Req= 1.5 TCDL:4.2 psf D Min BrgWidth Re Soffit 2.00 BCDL:6.0 psf Bldg Code: FBC 2014 RES, Max TC CSI: 0.237 q= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.029 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.Any FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 32 -1.54 1.04 BC 11 0.15 1.04 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. tfilllasinitikr fit_ S I' tWind l�.Windm leade bgsed on MWFRS with additional C&C • .�••���member design. • 4 i • 1 • • , �o• •'•848 •• i A • * • : i ATE #0 278 /**1%Vv' /ONAL E 07/07/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)Tsafety practices prior to performing these functions. Installers shall provide temporary bracin per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall hay a properly attach d rigid ceiling. Locations shown for permanent lateral restraint Of webs shall have bracing installed per BCSI sections B3,B7 or B10, as app tcatfle. Apppy plates to each face or truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE , drawings 160A-Z fOr standard plate positions. �LPPI NNE Alpine,a division of ITW Building_components Group In%.shall not be responsible for any deviation from this drawin any failure to build the N,m;O, , trrlss in conformance with ANSI/•/PI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover pa e,. 2400 Lake Orange Dr. listingthis drawing indicates acceptance of pro ess ona engineering responsibility solelyfor the design shown. The suability 9 and se of this drawing for any structure is the responsiilit,of the Building Designer per'ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI:www.tpinst.org:SBCA: www.sbcindustry.corn:ICC: www.iccsafe.org Orlando FL,32837 GENERAL _-.OPE 0r WORK F00•___________ AGE CAG;;` '_'`\- CONST INCLUDE: - g FE�.L.. " APPLtCABLE A L �� -�� LEVEL ��.,�_ ar -ET L<--�= -__._ , �c _ TOTAL CCM Lunn L = - _=°'- � ?.'SS tEss ID �'eomt' "n s�ia�'e�n" E Land -MUSS� —-a- � �.s>401122(LIM we ronoftw .LATERAL r LO%IDS. r c E OF C�Q1�[rJT 1CTION nate LOAa ,HerE .� _� = 5 06714510° �_tf pi .� c ::•...73-'-`C-=�csc T ..�^J.11i DOORS Evi.xitteril rr 5 47 u '�E oRK — FE r,/ r o� e. r' r:= ,3,4% t 4) a,e4t( erCAtill LI,.•1Sa -'4x �,et € Tll+ •' 20' 9 pf}K � /..! - x 01.E134 _ %ail*_ ... ) •15 '/ff<i i/7"- � ff , - r�Ifr . + •4 ADDf TIi�711�t/ /� t i -eft �l�u TO 6.1(,( r?� d�� el AREA. # A 2.4i ' c • I�1�'[ �-T T 0'3 01 ILI A 6,40. / / 1 al 3 1 J • 14 r ci sm n ` •'l-//J/fi l�j, / # r 4- i- F , ,� r AC • NO. 1621!EXISTING CNE STORY la 1: C' l TSR RrirR?100 Rj33 r° iL . I 7.*5g/ T - CEW .."- 40 +r:.. alb ii5"" 'e j �STE.R.. - rill OAK • UBLIC WOF4 -k x x KaM.. ( .PPROVED 1 PRRf 1 =� {e eft } NIED ` ' G" / / /- N 06724'50' IV :46_02' I f OFFICE COPY PARK 'TRRACE EA ( . ,‘,„, o z ' NOTES: • j SQUARE FOOT ______ '_C\ CONSTF GENERAL SCOPE OF ' INCLUDE: 1 4TEl> ADDING 1265 am►IZA: ne=1.0 rim ;DDS rr.BEDR . 1:FAMILY .�.0 DESIGN LOADS : �NEW �ELCF K+TC -N. DESIGN Y.& APPLICABLE CODES: A O4 +• ROOF LOAD LEVEL . `ahrSrtloi mac- m. RAFTER L' :.'+.MF= - - ' > roltilC- 8°°Llai TOTALNG•�''at LL D...-= _ . _ . ShEID loRRCMwt!°ioyearALCOCE � LOAD '�"-a= - ==t`•�-y' • T915 RESIDE 2A1NrIor/LBgraL^emerbsspale p yti�.,4a Ti2J55 L =.:_s- %�r1rR+01m�af3l.bSemC a FLOOR I _-� a=z'_-"3: ®rtlwRci�wRo:<athEDMMIIPLMIDA 606 cccE Emt_co.r L tc:7—=--_ `='a` eab+c °u.EDInotUte GAMY CCM P*U � m ;RAt7ILH 8l ONO LOAD =130 rtF44.E =1L•- TYPE OF CONSTRUCTION•: -' 7-/-1=..e V ES S0671-'10° pATn� ,s E 4- o ffAft -N_--c---,�_-�_�.aus, s. riik C2.7 1'41 It attcz0 a.t� � �� ~� i^ = %"��G- J= 561. t.� Y �tlxt e tty 1 s wry. G/Fj 1,.+'Y rt 3.'j7 i lI'i ss rr �3`�?u pf}fE -- - - '- INEG. PL Ig ik,1 f 8 _,. ty:).........,.., Y i7 i )1%"fir% 1 f 4 :'')//;//_///7‘ /f�// F— m 0 w' • 'ADDITION/7i f sIj �� Q • m 611- k �:yrs / ; f KI p 0 1 �ff�jf/ iii - _ W filf T m ,'17F. I / Mtn •�/ilk/ //tel//� ///, dJ Oril ma Z` lr�of'° '' 'a a -r D O. Wp lY+R�' �� �`) EXISTINGONE STORY •ii Q j STUCCO RESIDENCE N -its .- -v.., NO. 1621 ��'�`+�\ ' 1 • e J ( 35J r 4 LLL . G 4115" 4c"<-11 I kb DVI.ArZT R.. 20' B.R1_x-n 1 jli PARrelue, x x N 06724'50° U1 1B6.s2)21 r 1 / \ PARK TERRACE EA (6o' 44-44 RAAv z MrEXISTING FLOOR PLAN GOYS r.2br • NO • SQUARE FOOTAGE CALCULATIONS: CONSTF GENERAL SCOPE OF WORK INCLUDE: HEATED ADDING:1268 SF HEATED REAR ADDITION.ADDING M.BEDROOM 4 FAMILY ROOM. DESIGN LOADS THE NEW SC REMODELOF KITCHEN. DESIGN VA ING APPLICABLE CODES: A GRAVITY LOADS, amu,T�R1CN FLORIDA ROGF LOAD RAFTER CLNG T LL; Lot# 15 Lot# 16 Lot# 17 4-, c i a) g 00 t5 50616'10-E 96.02' (m) 96'(P) c ■ ■ v • :w1 UNE) t vSET 1/2'nRoo •• SET,n•RON•• (n COINER 6en■zN FENCES CORNER BETWEEN FENCES a) 75 I Loi# 2 D E O 0 - , O • 9) W ea (0.1'ON) y Lot# 3 5 7 F i v ,� I, Lot# 1 3 1 STORY DWELLING #1627 1 (17.49 24 >-ii' -_TF. 0 0) __ 30' BRLIne c_ __- � as) _ •4 E E � oa. *X;, : . 1 co W =_..."'• Y o In °NC6'24",',C'M 96.02•(m)66'(P)RSt.'. M 1' 0 111 CI PARK TERRACE EAST PIP NO LD. _U 0) 60• R/W 22' ASPHALT — - 0 .....1.0 J .J � WQ m aZI- o 0. <o Y ti�tir THE UNDERSIGNED HEREBY ACKNCv."=^':' THAT THIS DOCUMENT HAS BEEN -"' SIGNED,APPROVED AND ACCEP a Lt. '5Y 21 20 N e.K;rn gent.1 AAEar 1g,3'.11.:,...o....,..OA...A p;,j r cs!�llnT.c,-fu+ ' BRICK E ( .'� = CONCRETE O PLEASE SEE SHEET 1 OF 2 FOR LEGAL DESCRIPTION, CERTIFICATIONS, ( I a YARD y FHA/VA WELL AND SEPTIC TANK DIMENSIONS ( if applicable ), LEGEND,IGNATURE AND SEAL ETC. r FA / COVERED OR ENCLOSED SHEET 28OF 2 ALONE DOES NOT CO STITUTESA FLORIDA BOUNDARYSURVEY a) .71 BUILDING SETBACK LINES, IF SHOWN, ARE TAKEN FROM PLAT 3 o LINE TABLE LINE I LENGTH IBEARING 0 LI CP) 155.36 249'23'32'V co 0 LI CM) 154.83 S49.22'07'V y W GRAPHIC SCALE 0 30 45 Sheet 2 of 2 ( IN FEET ) I inch = 30 rt. Boundary Survey 17092116.2 for Baker r Comp. By: SRW Date: 8/4/2017 J` jU Public Works Department City of Atlantic Beach Permit No: RES17-0038 Address: 1627 Park Terrace East 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 0 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) = 13,104 ft2 Runoff Coefficient Area Lot Area Description (ft2) (ft) "C" Wtd "C" Impervious 3,372 13,104 1.00 0.26 Pervious 9,732 13,104 0.20 0.15 Runoff Coefficient(C)= 0.41 Runoff Volume V= 0.41 x 13,104 x 9.3 I 12 V= 4,122 ft3 Postdevelopment Runoff Volume: Lot Area(A) = 13,104 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft) "C" Wtd "C" Impervious 4.341 13,104 1.00 0.33 %ISA = 33.1% Pervious 8,763 13,104 0.20 0.13 Runoff Coefficient(C)= 0.47 Runoff Volume V= 0.47 x 13,104 x 9.3 / 12 V= 4,723 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume- Predevelopment Runoff Volume DV= 4,723 - 4,122 DV= 601 ft3 Retention MASTER WATER RETENTION 8/4/2017 "s r Comp. By: SRW Date: 8/4/2017 � ',-_-01119e- Public Ji3j9r Public Works Department City of Atlantic Beach Permit No: RES17-0038 Address: 1627 Park Terrace East Provided Storage: Elevation Area Storage (ft) (ft) (ft3) 9.5 176 0 BOTTOM 16 X 11 i 10.0 270 112 TOB 18 X15 Elevation Area Storage (ft) (ft2) (ft3) 0 BOTTOM 0 TOB Elevation Area Storage (ft) (ft2) (ft3) 0 BOTTOM 0 TOB Inground storage=A*d*pf A=Area= 270.0 d= depth to ESHWT= 7.5 pf= pore factor= 0.3 Inground Storage= 607.5 ft3 Required Treatment Volume= 601 ft3 i Supplied Treatment Volume= 719 ft3 I I Retention MASTER WATER RETENTION 8/4/2017