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1648 Sea Oats Dr. ACC18-0057 Revision ew,.. Revision Request/Correction to Comments **ALL INFORMATION ' HIGHLIGHTED IN "' City of Atlantic Beach Building Department GRAY IS REQUIRED. i 'V 800 Seminole Rd, Atlantic Beach, FL 32233 a Jj; ,r Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: f CL1 6 r 00,--C.7 I I Revision to Issued Permit OR Corrections to Comments Date: 3-if--/ Project Address: ( (o 1 R Seo._ ca,i-S -bra. Contractor/Contact Name: Sco.-t- 13e( 0/'.- Contact Phone: 90 1-1 -it-H-3560 Email: -1-7op`ccsd e v,c(osureS a9 v , co;-- Description of Proposed Revision/Corrections: (Re v;s i cvt 67\'1 Screw Cex,n d- at- 9 u sse I- p(cc to Cart ne Gd-i c4--t-- I viI I eQNJ ki.g`-'Se.^�` affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? gl ❑ Yes (additional s.f.to be added: ) • Will proposed revision/corrections add additional increase in b ' •ing e to original submittal? S ❑ PI *Yes (additional increase in building value: �" ) (Contractor must sign if increase in valuation) *Signature of Contractor/Ageft . _ (Office Use Only) LJ Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Du=___..) Revision/Plan Review Comments (SOA/CT ir• f/ZA' vp idlo Si Rev; vv,,,, ctoc vm on T 4 pa/ Pe-e. De artment Review Required: �J/J/� Building > 44/1 Planning&Zoning Re wed By Tree Administrator Public Works Public Utilities 31 Z 2/201 7 Public Safety Date Fire Services Updated 10/17/18 2"x_PURLINS(SEE S-2 FOR NOTE:2X4 SMB BEAM ONLY REQUIRES 4" SI7.E)A'ITACHED TO BEAM 1"X 5"OR 7"X6"WIDTH EXTRUDED GUTTER WIDTH GUTFER BRACKET W/(2)3/8" w/MIN(4)#10 x 1 il"SMS, BRACKET(THICKNESS OF LEG @ LAGITS MAY BE USED IN SCREW SCREW SHALL.BE 0.125"MIN.LONG LEG SHALL COUNT BE 0.072"MIN)@ EACH BEAM W/(4) �• #10X3/4"SMS 1"SPA.INTO GUTTER LIP (4)3/8"LAG SCREWS @ 1-1/2" SPACING @ EA.GUT'T'ER BRACKET 1"x 2"x 0.045"OPEN &(1)@ 12"O.C.MAX-MIN EMBEDMENT SHALL BE 2" • BACK W/(2)#14X 1-1/2" INTO GUTTER&(2)#12X 1-1/2"@ 24"O.C. - 111# \ i BEAM �1ai 111 N\ QN) OR PURLIN I� `'LXX JH � 1\'L (2)2"x 2"x'/8"X ALUMINU �' THE.HOST STRUCTURE SHALL ANGLE W/ (2) #14 x 3/4" I HAVE AT LEAST A 2"X4" B. SMS QUANTITY #12 QUANTIT' SMS EA ANGLE INTO BEAM FASCIA AND ROOF TRUSS 2X4 9/ 18/ 36 ON EA SIDE(IF PURLIN(1) SYSTEM.CONTRACTOR SHALL 2X5 9/ 18/ 36 ANGLE EA.SIDE ONLY) VERIFY THIS AND IF (4) #14 x3/4"SMS SMALLER-CONTRACTOR 2X6 9/ 18/ 36 OPTIONAL: 2"X2"X0.062" INFO GUTTER SHALL BRING STRUCTURE UP 2X7 10/20/ 40 RECEIVING EA SIDE TOA 2"X4"FASCIA AND CHANNEL W/(1)#14X 3/4" ENSURE LESS THAN A 2'-0" 2X8 14/28/ 56 12/24/ EA SIDE TO COVER EXPOSED OVERHANG. 2X9 14/28/ BEAM 2X9 H 14/28/ A GUTTER BRACKET&BEAM ATTACHMENT DETAIL 2X10 15/30/ S-3 N.T.S. 3 ` #12 SMS BEAM SPI S-3/ SCALE BEAM SCREWS 2"X 4"SMB 6 , 2"X5"SMB 6 ; 2"X6"SMB 8 2"X 7"SMB 8 2"X 8"SMB 10 2"X9"SMB 10 2"X10"SMB 12 EDGE MEMBER OR PURLIN FOR SLOPED BEAMS, "e'' (2)#10X4"SMS MAINTAIN ALL SCREW SPACING i BOSSES FOR ED FROM EDGE OF BEAM i -"SELF-MATING BEAM __ i SHALT.BE NOTCHED 2"x 2"EAVE RAIL SECTION Ns X FOR UPRIGHT , (UNLESS OTHERWISE SHOWN '• • O 0.125"FLA'. ON S-2)-ATTACHED TO BEAM w/-----II • • (4)10X 2"SMS INTO SCREW mil 0 O it ••• I W/(12)#11 BOSS .-- •• OR(8)#12: 1"X 2"OPEN BACK EAVE , O O l ?. ,, ,,,...-- (MIN.1/2"I RAILAITACHED TO • O UPRIGHT w/(2 #10 x 1Z"SMS INTO SCREW EDGE MED BOSS #10X1 "SMS24"C/C OR PURLI 4"(MIN)UPRIGHT #14X 3/4"SCREWS (SEE TABLE ABOVE) 11 0SCALUPRIGHT TO BEAMCONNECTION ALL WIND ZONES E , ROOF BRACING CONNECTION DETAIL S_3 E.:NTS S-3 SCALE:N.T.S. THIS DOCUMENT SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESSED WRITTEN PERMISSION OF TRAC DESIGN,LLC(C)COPYRIGHT 1 OFFICE V P7 y���11t6/I/// `\N• E � F. �/ 3/16 ALUMINUM GUSSET ®i O••'""'''• • '�/ PLATE(HEIGHT) ! �► ' IC��•:9-p 1j B.#OF SMS BEMs: , 6 - ;' % . o i BP# //CC / S--f-©°S7 — o ' 0�" • A N, DATE 7 / Z Z /20/f 1 ..... m•': OA.,14 Q '\ lye SIGNED ;- �'�,'. r ' Q PURLIN / •'t,./O "VOA ••245' ,s• •\ ' ._ 4 ........•••:G•F- ;' • •\ ✓ y UPRIGHT WEB LAPPEDOVER PURLIN e// �4 ENG;; ‘‘' . W/(4)#10X3/4"SMS EACH SIDE '' �l.... ,`� PR FE 10 EEJGI EER SEAL ,rN16" ENGINEER OF RECORD: VO McL6) 2"x2"x0.045"EAVE RAIL,MEMBER David W. Smith P.E. (UNLESS OTHERWISE NOTED ON S-2)ATTACHED TO PURLIN W/(2) FLORIDA LICENSE:53608 #10X4"SMS THRUSCREW BOSS Thomas L. Hanson P.E. 38654 NOTES: 1"X2"X0.045"OPEN BACK NOTCH POST 1. "N"NUMBER OF SCREWS IN ANY ATTACHED TO PURLIN W/(2) ASNEEDEDCH FLORIDA LICENSE:Mark R. Dunn P.E. DIRECTION. #10X1-1/2"SMS INTO SCREW FLORIDA LICENSE:73968 2. 'TOTAL NUMBER OF SCREWS PER BOSS JOINT EQUALS 4Times"B"• 1"X2"X0.045"OP@N BACK /Joel Falardeau P.E. 3.PLATE WIDTH SHALL BE uve ;N"r LFLOR[DA LICENSE:70667 DETERMINED FROM ANGLE OF ATTACHED TO z"xz°xo.oas° BEAM AND MIN.SPACE REQUIRED. SAVE RAIL MEMBER 4. GUSSET PLATES EXTERNAL. #10X1.1/2"SMS Erik Stuart P.E. 5.INTERNAL SCREWS FOR PURLIN (IP 24"O.0 FLORIDA LICENSE:77605 CONNECTION MAY BE INCLUDED IN TOTAL NUMBER OF SCREWS. FBC Plans &En ineerin 6.ALL SPLICES SHALL HAVE THE g g SAME PATTERN. C SLOPED OR FLAT PURLIN UPRIGHT LAP DETAIL Services, Inc. SCALE:NTS 6272 Abbott Station Dr.Unit 101 3USSET DETAIL S-3 Zephyrhills,FL 33542 Ph#(813)788-5314 Fax# 1-(866)824-7894 - E-mail-erb@fbcplans.com Website-www.tbcplans.com C.O.A.-#29054 DATE: 10/23/2018 DRAWN BY:TLK HINGE LOCATION .... REVISION: DATE: )SCREW RO1 3/12/2019 EMBERS ' 2"x 2"EXTRUSION — �2"x 2"EXTRUSION RO 2 RO 3 HINGE LOCATION DOOR R0 4 SMS Job# 18_1010_45 "SMS PROJECT ADDRESS: DISTANCE) PERRY 1648 SEA OATS DR HINGE LOCATION ATLANTIC BEACH,FL 32233 NOTES: CONTRACTOR: 1. HINGES SHALL BE ATTACHED TO STRUCTURE W/(4)#10 x 5/8"SMS MINIMUM. TROPICAL ENCLOSURES 2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(2)HINGES MINIMUM. 3. HINGES SHALL BE ATTACHED TO DOOR WITH(4)#10 x 5/8"SMS. FASTEN A BY MASTERSCREENS INC. 1"x 2"x 0.044"TO UPRIGHT W/#12 x 1"SMS @ 12"O.C.AND WITHIN 3"FROM JACKSONVILLE, FL 32224 END OF THE UPRIGHT. TYPICAL SCREEN DOOR CONNECTION DETAIL DETAILS tiCALF.:NTS S- 3 (2) 2" x 2" x'/�' X ALUMINUM' THE HOST STRUCTURE SHALL � �i1lIQ!®� AT LEAST A 2"X4" 2X5 SMS EA ANGLE INTO BEAM FASCIA AND ROOF TRUSS go a pm �0E F Uri o+ , CONTRACTOR SHALL. '� 2" x_PUALINS (SEES 2 FOR 3/1,6" ALUMINUM GUSSET SF/,E)A'ITACHED TO BEAM PLATE (HEIGHT) ••.•.+• 1® ® • (,IC REVISION ;. Al •+ ifi�'Q'F NO'T'E: 2X4 SMB BEAM ONLY REQUIRES 4" B. # OF SMS w/MIN (4) #10 x 1 j" SMS, `d a : 0 $ I" X 5" OR 7" X6" WIDTH EXTRUDED GUTTER WIDTH GUTTER BRACKET BRACKET(THICKNESS OF LEG @ LAG LAGS W/ ('L) 3 j8" MAY BF. USED IN SCREW/ / � O BP# (, �� ©�S • ^ SCREW SHALL BE 0,125" MIN, LONG LEG SHALL EACH BEAM W/ (4p COUNT a \ %�C DATE 3 / Z Z / 2019'�.• 1fl •� ` TqT� , BE D.072" MIN) @ LI (4) 3/8" LAG SCREWS @ 1-1/2" \ N� ' � DETAIL #10X3/4" SMS 1" SPA. INTO GUTTER SPACING @ EA. GUTTER BRACKET i 'I2" • SIGNED R +• • & (1) @ 1" x 2" x 0.045" OPEN SHALL O.C. MAX- MIN EMBEDMENT BE 2" I \ p O • ®\ r PURLw .9 , /O+•+ ,DA ' ti '•++•.•• �da�O'�` !+•� G BACKW/(2)#1.4X1-1/2°e ✓ \OVER ENG, �N INTO GUTTER & (2)#12X 1-1/2" @ 24" O.C. • �\ A UPRIGHT WEB LAPPED PURLIN W/ (4) #10X3/4" SMS EACH SIDE 4iOE \ \ I PR/FFE GI EER SEAL \ e ENGINEER OF RECORD: \ p� � o 2" 2" xO.0 5" SOTHAVE RAIL � David VV , Smith P.E. BON BEAM O 4�N�� � (UNLESSSNIN ISE NOTED p � FLORIDA LICENSE; 53608 oa O PURLIN �Z�� ��� S ) ATTACHED TO PURLIN W/ (2) I #10X4" SMS THRUSCREWBOSS Thomas L. Hanson P.E o FLORIDA LICENSE: 38654 NOTES: I 1"X2"X0.045" OPEN BACK oTCH PnsT (2) 2" x 2" x'/�' X ALUMINUM' THE HOST STRUCTURE SHALL � ANGLE W/ (2) #14 x3/4" HAVE AT LEAST A 2"X4" 2X5 SMS EA ANGLE INTO BEAM FASCIA AND ROOF TRUSS ON EA SIDE (IF PURLIN (1) SYSTEM, CONTRACTOR SHALL. 2X7 ANGLE EA, SIDE; ONLY) VERIFY THIS AND IF 2X8 (4) #1.4 x 3/4" SMS SMALLER- CONTRACTOR I OPTIONAL: 2"X2"X0.062" INTO GUT'T'ER SHALL. BRING STRUCTURE UP 2X9 RECEIVING EA SIDE TO A 2"X4" FASCIA AND 2X10 CHANNEL W/ (1) #14X 3/4" ENSURE LESS THAN A 2'-0" LA SIDE TO COVER EXPOSED OVERHANG. FBC Plans & Engineering i BEAM Services, Inc. A GUTTER BRACKET & BEAM ATTACHMENT DETAIL B. SMS QUANTITY #12 QUANTITY #1 2X4 9/18/ 36 #10X1-1/2" SMS INTO SCREW FLORIDA LICENSE: 73968 2X5 9/18/ 36 BOSS JOINTEQUALS4TIMES "B", Joel Falardeau P.E. 2X7 10/20/ 40 1"X2"X0.045" OPEN BACK ATTACHED Toe"x2"x0.045" —UPRIGHT FLORIDA LICENSE: 70667 2X8 14 / 28 / 56 12 24 48 2X9 4. GUSSET PLATES EXTERNAL. 14 2856 2X9 14/28/ 56 2X10 CONNECTION MAY BE INCLUDED IN 15/30/ 60 1. "N" NUMBER OF SCREWS IN ANY PURLIN ATTACHED TO PURLIN W/ (2) AS NEEDED Mark R. Dunn P.E. DIRECTION. #10X1-1/2" SMS INTO SCREW FLORIDA LICENSE: 73968 2. TOTAL NUMBER OF SCREWS PER BOSS JOINTEQUALS4TIMES "B", Joel Falardeau P.E. :3. PLATE WIDTH SHALL BE 1"X2"X0.045" OPEN BACK ATTACHED Toe"x2"x0.045" —UPRIGHT FLORIDA LICENSE: 70667 DE TI RMINED FROM ANGLE OF BEAM AND MIN. SPACE REQUIRED. SAVE RAIL MEMBER Erik Stuart P.E. 4. GUSSET PLATES EXTERNAL. 410X1-1/2" SMS @ 24" O.0 S. INTERNAL.. SCREWS FOR PURLIN FLORIDA LICENSE; 77605 CONNECTION MAY BE INCLUDED IN TOTAL; NUMBER OF SCREWS, FBC Plans & Engineering 6. ALL SPLICES SHALL HAVE THE Services, Inc. SAMF. PATTERN. C SLOP Al UPRIGHT LAP DETAIL S-3 MTS. ED OR FL S_3 SCALE: NTS 6272 Abbott Station Dr, Unit 101 B #12 SMS BEAM SPLICE GUSSET DETAIL Zephyrhills, FL 33542 S_3 SCALE: NTS Ph# (813)788.5314 Fax# 1-(866)824-7894 _- _ ___ _---__-_...__.._ _ _.—.__. _. _.__--.._._� _ _. ___ 1 __ _ _ _.._ __ ._.-__ _.. ____ _._-__ E-mail-erb@fbcplans,corn Webs ite-www.tbcplans,com BEAM SCREWS C.O.A.-#29054 2" X 4" SMB 6 2" X 5 "SMB 6 2" X 6 "SMB 8 I DATE: 10/23/2018 2" X 7" SMB 8 2" X 8" SMB 10 2" X 9" SMB 10 I DRAWN BY: TLK 2" X 10" SMB 12 EDGE MEMBER HINGE LOCATION REVISION; DATE: OR PURLIN i (2) #10X4" SMS INTO SCREW RO 1 FOR SLOPED BEAMS, BOSSES FOR EDGE MEMBERS 3/12/2019 i 2" x 2" EXTRUSION i MAINTAIN ALL SCREW SPACING 2" x 2" EXTRUSION RO 2 FROM EDGE OF BEAM -ISELF-MATING BEAM _ RO 3 r SHALLBI: NOTCHED j HINGE LOCATION DOOR I 2" x 2" SAVE RAIL SECTION FOR UPB IGHT R04 (UNLESS OTHERWISE SHOWN> ��® 0,125'" FLAT PLATE ( Joh# 18_ZQ10_45 ON S-2) - ATTACHED TO BEAM w/ e� W/ (12)#10X3/4" SMS (4) 10X2" SMS INTO SCREW ! �a® OR (8) #12X 3/4" SMS o PROJECT ADDRESS: BOSS (MIN. 1/2" EDGE DISTANCE) PERRY 1" X 2" OPEN BACK SAVE �� RAIL ATTACHED TO Oil 1648 SFA CATS DR UPRIGHTw/(2 ( HINGE LOCATION-1:7ATLANTIC BEACH, FL 32233 #10 x 1" SMS INTO SCREW EDGE MEMBER BOSS OR PURLIN #1ox1Z"SMS 24"C/c NOTES: CONTRACTOR: 4" (MIN) Iff RIGHT #14X 3/4" SCREWS I I 1. HINGES SHALL BE ATTACHED TO STRUCTURE W/ (4) #10 x 5/8" SMS MINIMUM, TROPICAL ENCLOSURES (SEE TABLE ABOVE) 2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(2) HINGES MINIMUM. 3. HINGES SHALL BE ATTACHED TO DOOR WITH (4)#10 x 5/8" SMS. FASTEN A BY MASTERSCREENS INC. 1" x 2" x 0.044" TO UPRIGHT W/#12 x 1" SMS @ 12" O.C. AND WITHIN 3" FROM JACKSONVILLE, EL 32224 END OF THE UPRIGHT. I D ROOF BRACING CONNECTION DETAIL I F TYPICAL SCREEN DOOR CONNECTION DETAIL DETAILS UPRIGHT TO BEAMCONNECTION - ALL WIND ZONES ; S_3 Sc.ALF.: N.T.S. S_3 SCALE: NTS 5-3 SCALE: NTS THIS DOCUMENT SHALL NOT BE REPRODUCED IN WHOLE OR IN PART VMTHOUT EXPRES°;ED WRITTEN PERMISSION OF TRAC DESIGN, LLC ©COPYRIGHT