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Selva Marina-1600 (15-COTH-79)City of Atlantic Beach r t Buildin De artment,APPLICATION NUMBER 9 p /4/� assigned by the Building Department.) 00 Seminole Road�,� Atlantic Beach, Florida 32233-5445 / —C6 Phone 904 247-5826 Fax 904 247-�( ) ( ) 58`E -mail: building-dept@coab.us outed: j City web -site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: �lD(i� Jf IVJ-- A W -.f - A.A_, Applicant: _ Os (m s' - a7 c Project:-7?2.6 ,( i n 4 Review fee $ Degartment review required Yes No �ildin anning & Zoni is rator ublic Work i Utilities ey Fire Services Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other.--- APPLICATION ther: APPLICATION STATUS Revised 07/27/10 Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: G Z' BUILDING PLANNING & ZONING Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 PUBLIC WORKS PLAN REVIEW COMMENTS Date: ) I I 4 y Initials: PN Project Name / Address : l t oo .SELVA ! i J A -P4 ,J 6 Application Permit #: JS - ("l-0-17-4 —%ct Check Box Check Application Tracking Comments to Add Box to Comment "Print" IMPS Provide table of impervious surface calculations for entire lot (existing and post �,{ 11� construction). ESCP Provide erosion and sediment control plans with installation details and maintenance ❑ ❑ schedule. DPLN Provide drainage plans showing site topography (flow arrows, etc.) ❑ ❑ RMRO All runoff must remain on-site. Cannot raise lot elevation without measures to retain ❑ ❑ runoff. CSMP Provide construction site management plan, including Right -of -Way Permit if using ❑ ❑ right-of-way for construction parking. TSUR Provide a pre -construction topographic survey prepared by a Florida Licensed Professional ❑ ❑ Land Surveyor, showing 1' contours. Section 24-66(b) of the Land Development Regulations requires on-site storage for LDCS increased run-off if adding 400 SF or more impervious surface. Provide Delta volume ❑ ❑ calculations and on-site retention required per Section 24-66(b). (See attached information sheet.) PCTS If on-site storage is required, a post construction topographic survey documenting proper ❑ ❑ construction will be required. RWPM A Right -of -Way Permit must be obtained for use ❑ ❑ REPM A Revocable Encroachment Permit must be obtained. ❑ ❑ PLWP Pool — Wellpoint (if used) must discharge into vegetated area 10' minimum from street or ❑ ❑ drainage feature (swale, structure or lagoon). All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from edge of DAPR pavement to the property line. Reinforcing rods or mesh are not allowed in the right -of- ❑ ❑ way. (Commercial driveways — 6" thick.) Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be URCT overlaid 10 feet in each direction from the center of the cut. Repair must be shown on the ❑ ❑ plans. RWRS Full right-of-way restoration, including sod, is required. ROFF Roll off container company must be on City approved list and container cannot be placed on City right-of-way. (Approved: Advanced Disposal and Republic Services). Full erosion control measures must be installed and approved prior to beginning any earth ECIN disturbing activities. Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. MEET Recommend Owner/Contractor meet with Public Works Director to discuss proposed ❑ ❑ construction. Call 247-5834 to make an appointment. 0 ❑ w% 6 § m zw ) � Ciro ce PITCH: ag OVERHANG: 26' WIND CODE: l0a MPH EXP0 U EC OPEN OBSTRUCTED ALL TU55PAE5 ARE ALPINE PAES APPROVAL 11999-3 ~ ENGINEER OF RECORD UNKNOWN C` m§IENERORECORD TO REVIEW Ciro ALL 15EAM ANDU55m&NEERlGR AND e3FOOTER5PEAER5CWM5AND y CAPS WHERE N CE +A «T S5 FABRICATOR ® WILL NOT BERSOe5LEFOR REPAIR5 R ±LING FROM 4 TRU550 BEAM BEING INADEQUATELY SUPPORTED. (aj § _ m -� -10 � §�k B\$ o kDm ®_ Q\« .0, (Lov k S % 0 ±w S U) hoz « > 0 ƒ / CL w 0 O O ƒ e ƒ ƒ O -j 4 < 2 E .2 JE42355MCAyE a2 C 1600m� « M p� DR R 2 �A:ME6o< peGNER:RICHARD TIGLEY R / PITCH: ag OVERHANG: 26' WIND CODE: l0a MPH EXP0 U EC OPEN OBSTRUCTED ALL TU55PAE5 ARE ALPINE PAES APPROVAL 11999-3 ~ ENGINEER OF RECORD UNKNOWN C` m§IENERORECORD TO REVIEW Ciro ALL 15EAM ANDU55m&NEERlGR AND e3FOOTER5PEAER5CWM5AND y CAPS WHERE N CE +A «T S5 FABRICATOR ® WILL NOT BERSOe5LEFOR REPAIR5 R ±LING FROM 4 TRU550 BEAM BEING INADEQUATELY SUPPORTED. (aj § _ m -� -10 � §�k B\$ o kDm ®_ Q\« .0, (Lov A Alpine, an ITW Company 2400 Lake Orange Drive suite 150 Orlando FL 32837 Florida Engineering Certificate of Authorization Number: 0 278 Florida Certificate of Product Approval # FL 1999 Page 1 of 1 Document ID:IVCF235-ZO419080238 Truss Fabricator: Lunber Un 1 i mi ted Job Identification: 42355 -(EIS )1600 SELVA MARINA DR. D (42355 -(EIS )1600 Truss Count 6 Model Code: Florida Building Code 2010 Truss Criteria: FBC201 ORes/TPI -2007 (STD) Engineering Software: Alpine Software, Version 13.02. Structural Engineer of Record: The identity of the structural EOR did not exist as of Address: the seal date per section 61615-31.003(5a) of the FAC Minimum Design Loads: Roof - 37.0 PSF @ 1.25 Duration Floor - N/A Wind - 130 MPH ASCE 7-10 -Open Obstructed Notes: 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of record, as defined in ANSI/TPI 1 S O L.•`�J MAIM N L ORO tNA! 12/19/2014 Douglas Fleming -Truss Design Engineer - 2. The drawing date shown on this index sheet nest notch the date shown 2400 Lake Orange Dr, Suite 150 on the individual truss conponent drawing. Orlando FL, 32837 3. The loads indicated on all referenced girder trusses are consistent with the truss layout provided by Lunber Unlimited for the above referenced job identification. Loads applied by non -truss elenents and basic load parameters are to be reviewed and approved by the EOR/building designer. 4. As shown on attached drawings; the drawing number is preceded by: HCUSR235 Details: - # Ref Description Drawing# Date 1 84220--A1 14353022 12/19/14 2 84221--A2 14353023 12/19/14 3 84222--EJ3 14353024 12/19/14 4 84223--HJ4 14353025 12/19/14 5 84224--CJ5 14353026 12/19/14 6 84225--CJ6 14353027 12/19/14 'l6) e 19 E Douglas V. Lucas, P., at Submittal for: Lucas & Scott Engineering, Inc. 7'� _APPROVED APPROVED AS NOTED NOTAPPROVED (4L3bb-(tIJ )1bUU JtLVA MARINA UR. U - Al) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Lumber value set 136" uses design values approved 1/30/2013 by ALSC 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, OPEN_OBST. bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.00 Wind loads and reactions based on MWFRS. In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 49 0.00 3.67 TC 75 3.67 13.00 TC 49 13.00 16.67 BC 75 0.00 16.67 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. 4X4 +LATERALLY BRACE TOP CHORD BELOW FILLER AT 24" 6 O.C, INCLUDING A LATERAL BRACE AT CHORD ENDS. 3 X 4 6 F-- 4X6 = THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Special loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 56 plf at 0.00 to 56 plf at 3.67 TC- From 28 plf at 3.67 to 28 plf at 13.00 TC- From 56 plf at 13.00 to 56 plf at 16.67 BC- From 20 plf at 0.00 to 20 plf at 3.70 BC- From 10 plf at 3.70 to 10 plf at 12.97 BC- From 20 plf at 12.97 to 20 plf at 16.67 TC- -34.16 Ib Conc. Load at 3.70,12.97 TC- -27.48 Ib Conc. Load at 5.73, 7.73, 8.94,10.94 BC- -58.50 Ib Conc. Load at 3.70,12.97 BC- -51.44 Ib Conc. Load at 5.73, 7.73, 8.94,10.94 Left and right cantilevers are exposed to wind Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. All wind load cases on this truss have a 1.33 duration factor. -] 6 4X6 3X4 �9-8-0 2X4 (A1) 3X4 = 5X6 = 3X4 = 2X4 (Al L -2-4-0-2-J 2-4-0--J I- 3-8-0 _I, 4-8-0 _I_ 4-0-3 0-7-1 _I_ _1_3 3-8-0 _I 16-8-0 Over 2 Supports R=464 U=337 W=3.5" R=464 U=337 W=3.5" Note: All Plates Are 1.5X4 Except As Shown. Design Crit: FBC201ORes/TPI-2007(STD) PLT TYP. Wave FT/RT=20%(0%)/5(2) 13.02. QTY:2 FL/ -/4/-/E/-/- Scale=.37511/Ft. ••Wai1 Nc1•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI •'I IMPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. J • ' e��;,•!ji TC LL 20.0 PSF REF R235-- 84220 OD•� DATE 12/19/14 Trusses roqui re a ... arc in fabricating, "angling, sM1ipping, installing antl hracing. Refer <o antl f BC6I`(Bnileing Dompnnent 6a1ety InTnrmetinn, by TPI and NTCA, T r safety prae<ices ° °Unless TC DL 7.0 PSF o"porfosming t Installers s 1 pr .d. temporary bracing per SCSI. n o<M1erw `properly "L°�a<inns Q� p 0 V`fV DRW ReusR235 14353022 top c shall have attached scruc< rel sheatM1-g antl boc<om c ortl s"all I I a properly a cat rigid"� I ing. s"own fnr Permanent"lateral r a ant of w base bracing e`per" sane .�,. * BC DL 10.0 PSF ,�, 53, 8] or B10, es applicable, Apply plates <o a fec000f`bcru position a en HC -ENG DF/DF 1 Illl��t-' A �� c<J o�nc Details, unless noted otherwise. Refer to drawings 160A-2 forss<-d- place p...< ^sabovo _ [Alpine, a division oT ITW Building Conponencs Group Inc. s"all n c be responsible for any tle"iat-n from '. ATE •'� BC LL 0.0 PSF ing, any T :lure c 110 c e <russ in conformance witM1 ANSI/TPI 1, or for M1antlling, dripping, ' of �iA�;•COR��f AN ITW COMPANY s elle[:.. Aahra°ing creases. A%-1 TOT. LD. 37.0 PSF SEAN- 654221 .n this dr -Ing .r «asr P.W. IT.[IhW -1. dr -1.0, Ilwld.w . «Pend. Or PI. -..l dn.I-In..rI p r..pam.l bl l lty .al.1y rar th. a«IRn .h«n. Th. .a 0' licy .ne a.. 1 thl. er..1.9 Tor .my .tr "rs 1. �'ss/ANAL E� rasp«sl b l lty If -0 Bul le Ing Design., Par ANSI �I >I sad. z. M�NNNNtIWu OUR. FAC . 1.25 FROM RCT 2400 Lake Orange Dr., Suite 150 SPAC I NG 24.0" JREF- 1VCF235 ZO4 • Orlando,FL 32837 F. mnre nTn m inn is Jnn'g general n g page a c web g`TPI gww. S: FL COA NO 278 ALPINE: .elpino i'cw.c cpinst.org; NiCA..y.; IDD k4G3b0-(tIJ J -IbUU JtLVA MARINA UK. u - ratlue Set: 13B (Effective 6/1/2013) chord 2x4SP #2 chord 2x4 SP #2 Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 75 0.00 16.67 BC 75 0.00 16.67 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. 2X4 4X4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, OPEN—OBST. bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.00 Wind loads and reactions based on MWFRS with additional C&C member design. Left and right cantilevers are exposed to wind Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. All wind load cases on this truss have a 1.33 duration factor. 1 .5X4 III L-2-4-0--J I, 8-4-0 —1- 16-8-0 Over 2 Supports R=641 U=158 W=3.5" RL=118/-118 �9-8-0 1 . 5X4 III —2-4-0J 8-4-0 _I R=641 U=158 W=3.5" Design Crit: FBC201ORes/TPI-2007(STD) PLT TYP. Wave FT/RT=20°6(0°6)/5(2) 13.02. 3 "W2N ING!•• RFI AND FOLLOW ALL !ONES ON THIS DRAWING] OJV �`�.p, "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. v 7t$ry! Trusses require a eme aro n fabricating, hantlling, shipping, n cal ing ane b ing. Rorer co entl 1'` \ a • SF fr6CSlc(fiuill Bing Component Safety Information, bysTPllane WTCA)rr r safety praccicesf V ' ooperforming t ose functi.ns Ins<allers sn I proviee temporary b ing per RC51, oUn less notetl o ho ise p� cop c ore -11 M11,- properly a achee s ing a cchortl s all ha v. a properly a O. 648 rigiehceiling. Locations s ownt ror permanentu la ..... era ar.strai t ofcw eve bracing instal .. 7 a- , �� scions 03, B) or 610, es applicable. Apply plateslto eachaiec ^oCfecer aantlnposition as sovWatl nvf • Q the in, Details, unless nocee otherwise. Refer to era. Ings 16OA-Z ror scares place positions. . Alpine. a division or IT 6uilein9 Components Group Inc sM1 responsible for any e o r 4 ATE ing, any Failure co build the truss in conformance with AM51/Tplbl, or ror handling, snipping, } • �• AN ITW COMPANY �nstel ration a bracing of t •. I p (T�-.••` 1 A -1w thl• gr.Wlrlp Or boy.rePO" IIWting NI. Or.Wing, IMloat.. .eppfine. of prof—ionel .npin..r IA*••a^w,�Ort,O r..ponel bllley wkly for - ew lgn .hwn. Thal epltab111ty end u.. of thla er.Wing for any structure Is P �(� 2400 Lake Orange Dr., Suite 150 re.ponelDl l icy of the 6elleing Oeelgn.r per ANSIyTPI 1 Sec.2. tri 1p�µ `r l�r/p AL Orlando, FL 32837 Per mor. inf.1-1 n se tnis Jobe general . s peg. dna th—e web a e W" FL COA 40278 ALPINE: .ww.elpineitw .; TPI: w.w. tpinst.org: Ill www. — cry.com: ICC: www. .erg 12/19/2014 8 FL/ -/4/-/E/-/ TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale=.37511/Ft. REF R235-- 84221 DATE 12/19/14 DRW HCUSR235 14353023 HC -ENG DF/DF SEQN- 654194 FROM RCT JREF- 1VCF235_ZO4 (423bb-(EIS )1600 SELVA MARINA OR. 0 - EJ3) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Lumber value set 136" uses design values approved 1/30/2013 by ALSC In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 49 0.00 3.67 BC 44 0.00 3.67 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. All wind load cases on this truss have a 1.33 duration factor. Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. 2X� 1 .5X4 III 1 .5X4[41 III THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, OPEN_OBST. bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.00 Wind loads and reactions based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 41 W1.5X4 S 2.75 � 11-6-11 R=-119 U=50 2-2-3 R=-112 U=55 Lr --2-4-0—� 3-8-0 Over 3 Supports R=488 U=8 W=3.5" RL=52 12/19/2014 Design Crit: FBC201ORes/TPI-2007(STD) PLT TYP. Wave FT/RT=20%(O%)/5(2) 13.02. 3 QTY:12 FL/ -/4/-/E/-/- Scale=.5"/Ft. "WARNING!** REM AND FOLLOW ALL NOTES ON THIS DRAWINGI ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. a IF a • /2 TC LL 20 . D PSF REF R235-- 84222 OJ`a` (� Trusses r:quire a emo are In fa ricating, M1anoling. sb ipping, Installing antl bracing. R.— co antl 1 .�` + SF f rY e latest ea ion /rBCSI`(Ruilmng tolponenc Safety Inrarmacion, by TPI WTCA) r r req v lIM1eso oUnless TC DL 7.0 PSF DATE 12/19/14 ana ,a pracucesr o Pe rming Punct ions. Installers shall provltlo cenpora ry bracing per RCSI. notetl btno Ise e=�•e cop cM1orO sM1alI h_ properly actac d scrucc Tal sheath, ng ana bo a ortl shall M1 a properly a O. i.T'rV rigltl cei ing. Locations sM1wn r laCere arta `shall M1ave bracing inscalleatpe BCS a BC DL 10.0 PSF DRW HCUSR235 14353024 • pornaneno rasvalnt sections B3tl A]s'renB1G. es applicable. Apply plates'to of or ter anO pozitlon as sM1own ebov a �� tM1e paint Detail,. anla,a nataa amarwl,a. Aerer to Erawing, ,soa_z Tar ,tanaara plate paaitian, .. la^ BC LL 0.0 PSF HC -ENG DF/DF Alpine, a i or ITN 6uiltling Components Group Inc. sM1 rosponsitele for any tleviaclon rr ATE AN ITW CO MPP,NY Crowing, any fa pure co b ilC cbe truss in conformances w1cM1 ANSI/TPlbt. ar far M1eneling, sM1lpping, 2, i scallacion a bracing orecrusses. TOT. LD. 37.0 PSF S EQN - 654197 4 Anu 1 on thla ar.aing .r eowr pap. I lating this araa lrp, Inalwt.. saafp—, of Profemull—1 �irl-11 Mpw.lblllty —ely for th. aw lgn fawn. Tha fulriblllty foes u.. oT CRI. Graf log Tar any tri—... ure If C .�< OR`oA.%��' a r /�,�lipS/0 ....... •• �N�,A� OUR. FAC. 1 25 FROM RCT 2400 Lake Orange Dr., Suite 150 oslwna ,—Y ar toes guiltling Daflgwr Par Alli 1 Sae.2. "Iyf,� NAL �•` Orlando, FL 32837 Far mare inrormau an , ml, jab z g ... — nes z page antl mesa web -- SPAC I NG 24. 0 " J REF - 1 VCF23 5 ZO4 FL FL COA #0278 ALPINE .elpinoicw.com; TPI: — epin a —g; WITCH: www.sbcirwustry.c m; IGG: ,ares.arg 12/19/2014 (42355 -(EIS )1600 SELVA MARINA DR. D - HJ4) Value Set: 13B (Effective 6/1/201 Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Lumber value set IN" uses design values approved 1/30/2013 by ALSC 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 65 0.00 5.12 BC 61 0.00 5.12 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2) 0.131"x3" nails, toe nailed at Bot chord. 0-4-3 2X 3-2-14 —� 5-1-8 Over 3 Supports R=340 U=85 W=4.95" THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, OPEN _OBST. bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.00 Wind loads and reactions based on MWFRS. Left cantilever is exposed to wind The following members need concentrated loads at the heel: 3-7-8 span/setback member on the 2-3-8 cant side requires 17 lbs and the 3-7-8 span/setback member on the 2-3-8 cant side requires 17 lbs. Sub -fascia beam assumptions: 3-7-8 sub -fascia beam on the 2-3-8 cantilever side. 3-7-8 sub -fascia beam on the 2-3-8 cantilever side. Hipjack supports 3-7-8 setback jacks with 2-3-8 cantilever one face; 2-3-8 cantilever opposite face. All wind load cases on this truss have a 1.33 duration factor. 11-6-6 R=-87 Rw=23 U= 2-1 14 R=-79 Rw=21 U=0 9-8-0 Design Crit: FBC201ORes/TPI-2007(STD) IF PLT TYP. Wave FT/RT=20%(0%)/5(2) 13.02. 3 QTY:4 FL/ -/4/-/E/-/- Scale=.5"/Ft. ••weuxcl•• xFFAo AND real" ALL xorEs ON THIS auxlxcl "IMPORTANT" FURNISH THIS BRArlxc TO ALL coxrRAcroRs INCLUDING THE INSTALLERS. TC LL 20.0 PSF J� REF R235-- 84223 Trusses require a t eme re in fabricating. M1antlling, sM1ipping. Installing ane b ing. Refer to antl , �.••�j � � SF �y TC DL 7.0 PSF DATE 12/19/14 I rBCSlc(Bulle;ng Campm e.rc Sefecy Informac ion, by TPI antl xiCA)rT r sefecy pracc ices neper form,ng'c ase fu«cions. Installers snail provide tempora ry a acing per BC51. oUn,ess n 're Q, top c sna,l h— properly a acM1atl s rel sneatning antl b on chord sM1all M1 a properly e [ etl O G)'f6 11,1d ncetliling. M1Locations sM1owo fnr pernane C"lateral r rant oftwebs , Lava bracing instal,atltpe Bes° BC DL 10.0 PSF DRW HCUSR235 14353025 L�� F s B3, BT or 810, as applicable. Apply places too natec^o`r�tr aantl position a 'A'L tM1etJolnc Details, unless nocetl ocnerwlse Rarer ca tlrawrngs 160A -Z for stantlara place poli cionsabo d ATE BC LL 0.0 PSF HC -ENG DF/DF Alpine, a tllvision of ITW Bul,tling Components Group Inc, sn espansib le for any tlevia[ion fr awing, any Tailure to builtl tno truss In conform«e witM1 ANSI/TPI 1,ror for M1antlling, snipping, AN ITW COMPANY ° at®Ila[inn A b Ing e � %�•,L`��R,�P••.•��' TOT. LD. 37.0 PSF SEQN- 654200 J Anael on chi. enwlrp or ceover WW I IR Imp CII(dr—Ing. Intlleaus aeiapt.ne. of preM1alonel riplmerl ....... (f�� rarapanslelllCy r,l aly for the tleelpn •haNrl. Tho" -1,11 lty mme uw of thl• erawinp lar any structure la LI�V DUR .FAC . 1.25 FROM RCT 2400 Lake Orange Dr., Suite 150 reaprnelel lley ar are Bal m,.rg Deeigner par AxslrtPl i s«.z. �AN A 'I,,fYA OrlanFL COA 80278 do, FL 12837 Ear mora rnraraa ;an tjms general n s page a chase web ALPINE: www..Ip inaitw.cam. `TPI =www cpinst.org; RICA: . try.c m; ICC, 12/19/2014 .wwwcs e.org SPACING 24.0" JREF- 1VCF235 _Z04 12/19/2014 (42355 -(EIS )1600 SELVA MARINA DR. D - CJ5) Value Set: 13B (Effective 6/1/2013 Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Left cantilever is exposed to wind 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 41 0.00 3.04 BC 36 0.00 3.04 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. All wind load cases on this truss have a 1.33 duration factor. 2X' 1 .5X4 III 2X5[41 III 11-2-14 R=-"915 Rw=8 U=154 1-10-6 9-8-0 R= -'99_1b U=168 12-4-01 IJ -0-7 Over 3 Supportsj R=847 U=11 W=3.5" RL=43 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Negative reaction(s) of -315# MAX. (See below) from a non -wind load case requires uplift connection. 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, OPEN_OBST. bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.00 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 41 W2X5 S 3.00 Provide ( 3 ) 0.131"0" nails, toe nailed at Top chord. Provide ( 3) 0.131"x3" nails, toe nailed at Bot chord. Design Crit: FBC201ORes/TPI-2007(STD) PLT TYP. Wave FT/RT=20%(0%)/5(2) 13.0 2.13 QTY:8 FL/ -/4/-/E/-/- Scale=.5"/Ft. w•wTrINIG I" READ ASD FOLLOW ALL MOTES ON THIS DRAWINGI S ��y TC LL 20 .0 PSF REF R235-- 84224 •IIPORTANr" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. V Tru requ eme are In fabrlcating, nantlling, snipping, Installing an° b acing. Refer to ane f a✓• ` • �L�• irBC51`(Bw leing Component Safety Inform��1'", by TPI a tl WTCA)rfor safety Practices �J c TC DL 7 .0 PSF DATE 12/19/14 Doper lorming'CM1ese T Installers shall provitle temporary bracing per BCSI. un lass noise o[ha a top c ore snail nave properly a 1-d .Cruet rel .M1eath i,g antl boom c .,d .Hall nava a properly a ee O' 648 1191d 1* Locations snown`ror permanenC lateral r aloe of wee. shall nava bracing install BCsa ITfV BC DL 10.0 PSF DRW HCUSR235 14353026 a�� s Baa B) or 810, as applicable. Apply Plates tea each f16OA-Z [er C ne posltien a evlatl n ; «a`;o Data l...Hies. notae etharw .e. Rarer to raw,ng. ,BOA_: Ter a an are plate .... o�.'°eV ATE f Q BC LL 0.0 PSF HC -ENG DF/DF Alpine, a i sl on or ITN Buileing Cmponents Group Inc. snarl n esponsi bre i any e o Tr tlr awing. any fel lure to b ire cne tr".. In conrornance with AN51/TPI°,.ror for Wane l�ng, sM1lpping, TOT. LD . 3 7 . 0 PSF AN ITW COMPP.NY i .tel lotion b bracing er°tresses. ' OP .atV� SEQN- 654207 m A ..sl m this Wr..Ing or — poge I Isting till. Crosing. IINII..... .adpfin.. of prof... len•1 -91—rin raspmslbl l lty solely for — —Igo .howl. TM so—I l lty •ne ass or -11 orving for •fry •tractor. 1• 2400 Lake Orange Dr., Suite 150 re•pm•le"lty er tn. a""°'ng D..Igmr par ANSI/TPI vrPl , s«.x. ysi5'/QNA� OUR. FAC. 1 .25 FROM RCT Orlando, FL 32837 Far mn a Inrormau nn s tbl. job's general n . page antl ch..e web -- FL SPACING 2 4. 0 " J RE F - 1 VCF2 3 5 Z04 FL COA NO 278 ALPINE: elpineitw.c ; TPI. .tp l nst.o rg; WTCA: www.sbclntluscry.cm; ICC: www.iccsa fe.org _ 12/19/2014 (42355-(1:15 )1800 SELVA MARINA UR. L) - L:Jb 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 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 14 0.00 1.04 BC 12 0.00 1.04 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. 6 R=24 U=10 0+1-6 10-2-14 R=39 U=0 R=18 U=0 9-8-0 2X4 (Al 1-0-7 ver 3 pports PLT TYP. Wave AN ITW CO MFb1NY • 2300 Lake Orange Dr., Suile 150 Orlando,FL 32837 n mean ova THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, OPEN_OBST. bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.00 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. All wind load cases on this truss have a 1.33 duration factor. Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. Design Crit: FBC201ORes/TPI-2007(STD) FT/RT=20%(0%)/5(2) 13.02 —WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses ...... e a creme care In fabricating, handling, snipping, Installing aha bracing. Refer co aha f c edition of SCSI (Building C.ep.nent Safety Information, by TPI and WTCA) Por se fecy practice r1 o performing those functions. Installers sha 11 provide temporary bracing per SCSI. Unless noted .the Tse op c ord seal have properly a ached st,.ct rel sheathing entl bottom c .1d shall nave a prop.rly a ad igidhceiling.l Locations s ownifor parnanencalaceral restrei t of webs sM1all nave bracing installedtpa BCS ca s B3. BT or 310, a applicable. Apply plat.. to oath feco .f cru and position es sM1own ab.v. neo h, `_t Details, unles.not.d otherwise. Refer to drawings160A-Z f.r5standard place positions. 7W Alpine, a division of I Building Components Group Inc. shall not be ...ponslb' for any d-1-l.n ste..— f tD ing, any failure to build c russ In conformance with ANSI/TPI 1, or for handling, sM1 1pping, a0 nllatian b bracing of est N.I on t111. dr.rinp or .oy.r ..... ...ting til l...... ng, IMI..C.....PC.no. or pro.... I...I—gll—I. / .......I Icy wl.ly ror ells deal9n sMrn. TM _,_.l I Icy end use or ill In dr..l ng rer .ny .cr r. 1. aap 11,1lity or Vie Ill lding Designer par ANSI/TPI 1 S-2. For nlc Pcs obs g.apgtl th... web s ALPINE. apintw cTI tpnorg: WTCAbcinyc , ICC: www. safe.org 3 QTY:8 FL/ -/4/ -/E/ -/- 12/19/2014 Scale=.5"/Ft. REF R235-- 84225 DATE 12/19/14 D RW HCUSR235 14353027 HC -ENG DF/DF SEQN- 654204 FROM RCT JREF- 1VCF235_ZO4 TIC LL TC DL 20.0 7.0 PSF PSF ? BC DL 10.0 PSF * BC LL 0.0 PSF TOT. LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.011 12/19/2014 Scale=.5"/Ft. REF R235-- 84225 DATE 12/19/14 D RW HCUSR235 14353027 HC -ENG DF/DF SEQN- 654204 FROM RCT JREF- 1VCF235_ZO4 City of Atlantic Beach ' "'��-4:ter ) Building Department my 800 Seminole Road SAN l 2��5 Atlantic Beach, Florida 32233-54 Phone (904) 247-5826 - Fax (9 -5845 E-mail: building-dept@coab.us City web -site: http://w\Aw.coab.us APPLICATION NUMBER (To be assigned by the Building Department.) IS-- e67�V-72 Date routed: APPLICATION REVIEW AND TRACKING FORM Property Address: D�Q 1, !VL, Applicant: Project:�'� o, De artment review required Yes No arming & Zoni is rator ublic Work I Utilities r&ffeTy— Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. []Denied. (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: Date: L2o7,5- TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. W__GR PUBLIC W Comments: PUBLIC UTILITI PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 Date: PUBLIC UTILITIES PLAN REVIEW COMMENTS 1 15-- Cp 11-f --7'f _ Project Name / Address: l (pop L LVA- i vh fli ij A Application Permit #: Check Box Check Application Tracking Comments to Add Box to Comment "Print" UWSU Avoid damage to underground water / sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary. If field coordination is needed, call 247-5834. MBSC Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. ❑ ❑ RTIC A sewer cleanout must be installed at the property line. Cleanout must be covered with ❑ ❑ an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. RPZB A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested ❑ ❑ by a certified tester and a copy of the results sent to Public Utilities. STRM Plans note the building will be unsprinkled. If plans change, any fire line installed must be metered with a Sensus touch -read meter in a properly sized vault and an appropriate ❑ ❑ backflow preventer installed. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities. FSBR If fire sprinkler system is provided, contact Malcolm Clemons at 247-5839 for backflow ❑ ❑ requirements. At a minimum, will require a double check backflow preventer. FLM Fire lines must be metered with a Sensus touch -read meter. Meters larger than 2" must ❑ ❑ be installed in a vault as noted in 1EA specifications. ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 0 0 Job Address: BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax (904) 247-5845 7T-00IV l`aj/)elr� Permit Number: Legal Description Valuation of Work $ Parcel # a✓ 3��d "� Floor Area o Proposed Work q. t. heated/cooled Sq.Ft non-heated/cooled Class of Work (circle one); New Addition Alteration Repair Use of existing/proposed structure(s) (circle one): Commercial If an existing structure, is a fire sprinkler system installed? (Circle one) Florida Product Approval #f For multiple products use product approval form Describe in detail the type of work to be performed: Move Demolition pool/spa window/door Residential Yes e N /A P 4= Prouerty Owner Information: Name:�q �iwE rUt"v t',LAA% 4 f tfu f -c qZ� , L &- Address: / � ®0 h6jCz � &/1-0 4,G50 City 2:�M,IdCo State gZip Phone �T E -Mail or Fax # (Optional) Contractor Information: Company N rie: �! 2�.rG' _ Qualify Agent: � '1�/L L ,* t✓J2 - ��v Address; o city rr�o1r,//� L State r�Zip �� 0 _ Office Phone )L'%`% • 2i12-- Y2 _D Job Site/ Contact Number 5-6q-70 Z!!K Fax # State Certification/Registration # Architect Name & Phone # Engineer's Name & Phone # Fee Simple Title Holder Name andAdd Bonding Company Name and Address Mortgage Lender Name and Address . (;or 3c� 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 laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a peraod of six6) months at any time after work is conxnsenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, urnaces, Boilers, Heaters, Tanks and Air Conditioners, etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 1 hereb certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether speci Led herein or not. The granting of a permit does not presume to gave authority to violate or cancel the provisions of any other federal, state, or local law regulating construction or the performance of construction. 0 Signature of Owner Signature of Contractor Jam s Ricky Wood x11111111 Print Name ,.-,xx1.1111111.1tat�,...................... Print Name .......................................-/ r2 r?v)....., X :...�,.!!/t,,............. Sworn to and subscribed before me .� Q�-OT •. ,- N%/ t}, Day of Ta✓1 ao-v- 1 _� �X �U#'i7 < C,► V 1 � �• Iu1y comm. ExpNes ' 70 ' June 4.2015 4otary Public ea o No.EE089 r Swor o and subscribed before me this Day of,---Sa0 \Kach,ef otary * GATE GATE EUTHENICS STUDIO LAND ARCWTEC� C�l� FLAP" W. U�m Des&4 6 m W4 2 8"2 f.. -51 WIDE GOLF CART PATH 70 4 TEEE WIDE CONC. bIDEWALK su L E N TFZ BUN. ERING C=FLEX W >13 <1 L a � 0 w Ic" FLUSH CURB S'CART PATH ff PLANTJNG� FROM 3 GREEN GOLF CART MAILK105K =ST �Tlm� GRO55ING 13'x 24' (PAVER6) IAP -<]Nn MAIL 5PACES Klo5K 51TE PLAN rfl',l-XMATE,PAI.'l,,- RR, Pvc; lE MAIN LOCATION PIPE T.1h EETE 20'WID- UTILIT'r EASEMENT H IE a' WIDE CONCR 10' GAFT PATH _L8 6219 (12.0) (12j)