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Permit Bldg Pool Screen 1656 Park Ter W 2010 w , f CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J m ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 on 1.)' Application Number . . . . . 10- 00001250 Date 11/03/10 Property Address 1656 W PARK TER Application type description RESIDENTIAL ALTERATION Property Zoning TO BE UPDATED Application valuation . . . 6100 Application desc pool enclosure Owner Contractor GLAWE TROPICAL ENCLOSURES INC. 1656 PARK TERRACE WEST 2072 MAYPORT ROAD ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241 -2298 Permit BUILDING PERMIT Additional desc . Permit Fee . . . 85.00 Plan Check Fee 42.50 Issue Date . . . Valuation . . . . 6100 Expiration Date . 5/02/11 Special Notes and Comments *2007 FLORIDA BUILDING CODE W/2009 REVISIONS NATIONALELECTRIC CODE *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. Other Fees STATE DCA SURCHARGE 2.00 STATE DBPR SURCHARGE 2.00 Fee summary Charged Paid Credited Due Permit Fee Total 85.00 85.00 .00 .00 Plan Check Total 42.50 42.50 .00 .00 Other Fee Total 4.00 4.00 .00 .00 Grand Total 131.50 131.50 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. /d °' / C2. s- c' I 71 , CITY OF ATLANTIC BEACH .,�s'1 8 00 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 I ( v OFFICE: (904)247 -5826 • FAX NO.:(904)247 -5845 BUILDING- DEPT @COAB.US ''''' BUILDING PERMIT APPLICATION DUVAL COUNTY , JOB ADDRR . �. A ,. r 2. VALUATION pFi !(ORK., A . >,. . ,. 3 ; Sq E T. UNDER, ROOF ? , . ,,., ." /4s% ,4C4 ' kr/4(e it/Atlantic Beach, FL 32233 ( LJ / 4947 f 0 6 ° ��re" :4: LEGAL DESCRIPTION:z.,"x . . < . x , i ' ,s. ,g "e,. °t . 5. CLASS OF WOR}fS ,N, i €35 ? f &USE OF STRUCTURE„ �>: � � � ��� � � ❑ NEW BUILDING ❑ DEMOLITION $F�SIDENTIAL LOT BLOCK SUB DIVISION ' 1 ❑ADDITI ❑ CONVERTING USE ❑ COMMERCIAL .!, 7r; DESCRIPTIONOg°WO�RIO e, i. . ; ❑ ALTERATION ❑ ACCESSORY BLDG. 8 E "i.;.a� IRE SPRINKLER "r / ❑ REPA ❑ POOL / SPA ❑ YES ❑ N/A Tex�.e to06 / ( U� SciG ❑ MOVE ❑ OTHER ❑ NO PRO ER1T OWNER ,.i ;? . CONTRACTOR. MOKAIIA:00.- APtiMidWANONITECT1ENGINEEFOOMWOOM ' 9. NAME: ei, k:' F,S' u s' ( . K /?`4,.0}'4 15. COM ANY NAME: 23. COMPANY NAME: � /ft (j cl6seve5 •.,_ 16. NAME: 24. LICENSEE NAME: / a ?.c-) tdekdSc.' -''. 10. ADDRESS // s -- / r " ek r / yf4�,ew 1 STATE FLORIDA LICENSE NO.: 25. STATE OF FLORIDA LICENSE NO.: ,(/ tG , 464 7 3 3 18. ADDREss /J7 7s- L h i „� /� 26. ADDRESS: 11. *,., 7( 5' CE PHONE: 12. FAX NO.: 19, eg OFFICE ON 29. 7 0 �� NO.: 27. OFFICE PHONE: 28. FAX NO.: 13. CELL PHONE: 21. CELL PHO G )TL 29. CELL PHONE: 14. EMAIL ADDRESS: 23. EMAIL Ce f SI ^ P /� / 30. EMAIL ADDRESS: s. oy' L SEE 3 ar P • H L T T H k*ht' } �ER " " a P j BONDING COMPANY., r, --,,,,,,,,,x00.,:::,1,6,,,, ' f 1 , op s y _K 1lIO LEND 31. NAME: 33. NAME: 35. NAME: • •wq 32. ADDRESS: 34. ADDRESS: 36. ADDRESS: t . L. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction it ! " jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspend d " abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, Heaters, Tanks, 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 appli a - ' laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finale - , prior to obtaining a certificate of occupancy or completion issued by the building official, as required by law. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR - PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF -� �, _ COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFOR': 1:__ FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YO 1' ? N LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENC -i alT '` F+ ° y, r '' i y £ i a � �t' '" f r r ," �. a ae 1� ie s {��„y i F . tiu :% '.'. ti .: � � ; ` OWNER orAGENT � � a,; � � §x u, �� � yu, 5 CONTRAG QR�� pp `; aY 4 .h[% €,e,at, r �, . x nt ;+s..,.;"' h�... .. -2 �' ,a ., eP �. 9 J '� 4 ..,, § .„�u W +' r i5 7 d �. .. f- '��..�r `° 'tfA4 -fi Power0 orney'i:s4a C�!;CetterR i;ited) ..ti .. I' �r�, h� w , "7 - ... OnI ,. I .�; , ar a N. Signed: Date: ©`" /" /C) Sign -. - - bate: ��� �Ti� - O ^ 411 Before me this day C.l 20�in the county of Before me this / day of �C. , 20pIn ettr i Q O A Duval, Sp.t,e of Florida, has p sonally appeared Duval, St of Florida, h s personally appeared i W g 9 0 herin by himself / herself and affirms that all statements and declarations are herin by himself / herself and affirms that all statements and de• :r- s O true and accurate. /� true and accurate. a c \, Notary Public at Large, State of Jr/ , County of 4S4Va/' N yP P - u '- b ' � lic at Large, State of II- , County of ' Y . ❑ Personally Known / / ti L9'Personally Known www l duced Identific -lion - i 1. L / 4 AP / , - ❑ Produced Identific- ion - / �r�� / ' f w y Notary Signature: \�� Y i _ /� Notary Signature: \ , ���`'r� WAr i �:� - C tiPar P�B��, , SAMANTHA N. RIDDICK " " " '' SA MANTHA N. RIDDICK V O� P('B g 4 � ?_ °» , ``,4 �": Notary Public - State of Flor ;: I s � Notary Public -State at Florida ' MY Comm. Expires Mar 7, 2011 = My Comm. Expires Mar 7, 2011 COAB FORM V' • r= - w D: 11t�tpmrrissio # DD 648102 , ' "",, odry' Commission # DD 648102 - R Doc # 2010239227, OR BK 15396 Page 1386, Number Pages: 1 Recorded 10/13/2010 at 11:45 AM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 Pflmit number jL- /a SZ) Tax Folio number NOTICE QF CQMML;N CEM + NT STAVE OF/FLORIDA • COUNTY OF DUVAL • •' TLIF UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. / rty De, cription of rope: L o. 4V_____ 436t6 pa-t book o f e/vcz Qr, e.e s 112 e ta �s. itt. �, 2. General description of improvements: Screen Pte, f e.)clos(A -•2 _ 3. Owner information: - a. • Name and Address. Ste• an G Icz.t■L, .€ /6 E Pal-A ,'ccc e , L&L.7 b . Interest in property; , <hr c. Name and address of fee simple titleholder (other than owner): n'A 4. Contractor's name and address: uV� \ ^� a. Phone number: �D� 2 2 2 �� -�.+ � ' -. n c�e:,S t �h G / - 9� b, Fax number: 2V7- 92 c f ' l 5. Snrety information: a. Name and address: b. Phone number c. Fax number: d. Amount of bond: 6.. bender's name and address: a. Phone number: b. Fax number: 7. Person within the State of Florida designed by owner upon whom notices or other documents maybe served as provided by 713.12(1)(a), Florida Statues. Name and Address: a. Phone number: b. Fax number: 8. In addition to himself /herself, owner designates .: of to receive a copy of the Lienor's Notice as provided in Section 713.12(1)(b), Florida S at tutes. 9. Expiration date of Notice of Commencement (the expiration date is one (1) year front the date of Recording unless a different date is specified) Signature of Owner: i MAP SHOWING BOUNDARY SURVEY OF U3 SELVA �A1 ,� RD O THE PLAT of AS RECORDED IN Pla►T BOOK 34 , PA 51A AND 518 OF PUBLIC RECORDS OF DUVAL COUNTY. FLORIDA. THE CURRENT CERTIFIED TO RANDALL S. CLADS, SUSAN D. GLARE, OLD BBPUBLIC NATIONAL TITLL INSOBANCE CONPANY AND ILEYTIl RATSNI4P TITLE SERVICES, INC. PARK TERRACE WEST RAV VARES N inner r wale. (y) N 11'56'50" W 115.00' (R) ttr ama It ciwn t ONE ' ' E woman- :, ttr • 454' • WAND ttDEtBEE ItNE I/2" comaer mum H * OM R • 888 A• _ : "11- -- it • ••4( ur 111•114m. ;jr 17.7 O. • .. . . f .'• 1p• 1 sToRy BRICK gm �:' ■ NO.. 1656 • PPD 21$# rb Z t7 '2= a711E 1•1 p t4 5 DI c LOT 13 me 17.7 + \ tR odc 6 # , 3 / w BL OM s O U u1 F + s\— O ' m o b . t .. , ) 72 x— M O as c r. t - t3. in 2 1 + C K ✓7 o,.,�t1 LOT 14 f T+7 eLOac e K 1 K 1 1 K C a ' 4a.sr.mP(t0 4' ' 1#. tl1' d d tom _, S. 11'56'50' E [ 115.00' (R) • LOT 10 s mew. E ttS4i" 04 LOT 9 SELVA MARINA UNIT N0. 5 PLAT BOOK 30. PAGES 29 AND 29A sttm ..a . �r — ,ra. aea+.�.ro 19 i 0 . 0 �p� t Rtlm PUN PUN ti0111i0m we Z IM04 t IN _ . ... 1 * ** 1 to 9 * > _ - NQ = - !t t 2 a t IAIQ pm/ na or au ammo watt Roos was or of IMMIX okNOE ono _ swot[ K toot noo 1 Y E Y o 2 SIRtICIlEE ND sib R L `A 1.BEMRtt'sS ARE `' S I M11 HEREON LES M /AIH ROOD ZONE x A INC. (IpC1ATEDSURVEYORS 3 INKS 15 A SURFACE SURVEY ONNLY. 711E EVENT O UNDERGROUND U O ' - maven - UIURESOF ANY. NOT DEDEAIMNEA MOM Customer : GLAWE Wall Layout Scale: 1/8" = 1' N i, 8 , t`-+_ 2'1(2 --z. -D F+ I ),Z 18 0-0' Wall IFI T \ \N„ / 1 , ,. 1_1_ , ,,./../..-7 0 , S <-7,- 1 1 \ 1 ‘4 2. 1 1 Wall 1 G l 42 0.0., > / )( Z T � i 1 t �� 4 V 7 6, r /7 1 Ju t . < 15 ' 0 -0" > Wall f H1 110 iv A 1 1 l o �� ., kIL TYPICAL SUPER GUTTER ATTACHMENT SCHEMATIC PLAN AND DETAIL NOTE: SEE DRAMNG 4 FOR ALTERNATE DETAA STRAP HOST S TAUCTU AtE MO ATTACH ERNAIlY WITH µ) HOST STRUCTURE LOCATION N70E STRAP TICPI,,W t /4 • DIAMETERx SCREW GROOVES. EM 1 O ��"����.�...� 2 x 2 x 0.125 ANGLE SCREWS AT I2' O.0 AND WITH ( {)110 SCREWS (2) AT EACH STRAP INTO BE41AND 212 IPRE -0Rll) BOTH SIDES OF BEAIA SELF .. 4WITNG AY . �, tia NOTCH OR I3E FIAT — SF� B M PACM• N01CN BEAM AT / S E1/2 HEBEA SHALL 2x2 ALONG SUPER • ' ~ SUPER _ SE 1/2 THE BEAM 6PACrNG 1 N10 SUFER GUTTER omen AT I? O.C. LW SEAL l 1111 i GUTTER WALL AT CONNECTION POINTS PRESSURETREAcO - -- BLOCK/4AT EACH CUSTOM AILOCATION I. ALLOWABLE SPANS FOR SCREEN ENCLOSURE POSTS FOR REGIONS WITH WIND SPEED UP TO 1210 M.P.H. POST SPACING 4-0" — — - • EXPOSURE CATEGORY�`�'! B T•0" - 2x4x0. 044x0. 100 ® 1 1- - - =� 2 x 5 x0,050x0.100 18'-0" ® 14' -4" ®® 1 2 ' -3" U. 2x8x0.050x0.120 ® 18'-0" 17'-2" Q 101-11" 14' -8 . 1 a '-1" 1111113.11111511 ► 18' -1" 19'-4" 18'-2" �:� ® ®� 2 x 8 x0.072x0,224 30' -5" ® 27' -3" /Ma 24' -10" 20' -9" 22® mammumaimanga 2x9x0.072x0.224 ® 27' -8" 29'-8" 2x9x0.082x0.310 31'-2" 33'-5" ® 30' -8" ®� 20'-9" SNAP XTRUS ONS.389 38'-3" 38 29 ® 28"-5" 22® MIMI MUM 2x2x0.044x0.044 7— 7'-9" " ®® 30' -9" 2 x 3 x0.045x0.045 " ,- " 6•5 ®.. , 8, 9 ' 9 10 4 9' -5" T -10" 88 ®��® • - - i►$�t,$'� 6'-10" • General Notes and Design Criteria: _ - 1. A screen enclosure le designed to be attached to a permanent base host structure of adequate structural capacity. 2. The homeowner /contractor gall verity that the base host structure 1s In ood condition and of sufficient strength by hiring a professional installer, g ngth to support the proposed 3. The homeowner /contractor shall hire a qualified professional to verify the 4. Sits specific engineering le required for structures greater than thirty feet. Roof capacity n �a typical covered by the span tables Pens greater than tn fifty y feet and/or conditions not 5. The 20Q7Florida Building Code 1s the basis of design wind loading for the span tables as per Chapter 20, Table 2002.4 8. Maximum putiln sparing is 7 -0' for spans greater than 30 fest. Internal lateral bracing Is required for stability, 7. Mean roof height shall be less than or equal to 30 feet, The ridge of the screen enclosure shall not exceed the ridge height of the base host structure. 8. The exposure category la per site location. "C for structures along the caost and "B" for all others. 9. The basic wind speed Is less than or equal to 150 MPH, The Importance factor le 0.77. 10. The spans are based on an open building enclosure classitcatlon. Et 11. The typical details shown are indicative of a standard installation. The engineer of record shall verify the adequacy of the typical details, 12. Certification extends only for the tabulated spans of the structural shapes listed. The engineer of record shall verify all other details including overall stability, i 13. Interpolation betwee Hated member sparing le permuted. Extrapolation beyound the tabulated spacing Is prohibited. PROJE TADDRESS: > i R PATIO/POOL SCREEN ENCLOSURES • p �� !; DRAWING 1 OF ��` RE VISIONS • g COUNTY; PERMIT NUMBER: PROJECT DESCRIPTION: 11111111111111111111111 iffit441;° i OCCUPANCY /USE TYPE; \V7 Ca' SI NGLE FAMILY i � 3 MULTI - FAMILY 0 INDUSTRIAL 10 3 COMMERCIAL 0 OTHER: CERTIFICATION EXTENDS ONLY FOR THE SPAN TABLES SPECIFIED FOR THE STRUCTURAL SHAPES USTED. TYPICAL BRACING SCHEMATIC DETAILS FOR FULL MANSARD ROOF AND HALF MANSARD ROOF SCREEN ENCLOSURES HOST STRUCTURE ATTACHMENT (TYPICAL) ROOF PLAN ROOF P ROOF PLAN \ VEVY VIEW VVIEW PLAN ROOF PUN 0 ■ ■Ii �� �, ►� ■�Ii ►fir i VIEW or VIEW moo no emir. in 11111111•111 MI < O g < END WALL Minn* NM ► O ■ ■ ■ ■ as A G1 ELEVATION o END WALL E memo o. rag ow a sum no HD WALL CHAIR RAIL "' ELEVATION \••� END WALL I / ► ► /�`�p�� CO POST 2 x 2 BRACE ELEVATION _��� FOUNOAT>oN (TYPICAL) �mmingio t \ II mph •••••11o. NOTE: 2 x 2 SCREEN CHANNEL IS ACCEPTABLE TO FRAME o001LJAMBS. ENO WALL ADD (1) K-BPACE OR (1) PAIR OF CABLES FOR EACH 300 ELEVATION FEET OF SURFACE AREA. TYPICAL BRACING SCHEMATIC DETAIL TYPICAL BRACING SCHEMATIC DETAILS FOR HIP ROOF SCREEN ENCLOSURES FOR L• SHAPED HOST STRUCTURE • HOST STRLQT1XtE HOST STRUCTURE ATTACHMENT (TYPICAL) ATTACHMENT (TYPICAL) • O. ��r ROOF PLAN ►�► GIRDER ROOFRal1 . ' YEW P41 BEAU ROOF PLAN LI■■I or, ROOF PUN ►�/OGO/ ��r ■ ■ ■► �■ - vEW •O�i �/ .c VIEW •►� ■ ■G►� MIN W 4■�/, IMO x m 2x 2 BRACE ' j �►,D �■ 4 �f►�Ii ■�i �■ < < �l4■■►►i no ENO WALL MN Zj EHOWALL ►��A./ 2x2BRACE /jw/O►i0 Pi► ELEVATION ..xom.� ENO WALL CHA9i PAL m ELEVATION .���.. ELEVATION POST ENO WALL \ Inn I FOUNDATION 2 x SPACE EEV ( \ . I / (TYPICAL) FOUNDATION (TYPICAL) (TYPICAL) WALL BRACING REWIRED VKM SCREEN ENCLOSURE NOTE: __ DOOR _ WENDS .. ErDS MORE THAN If • 0- FROM THE HOST 8TR<JC A` D (1) SCREEN OR () PAIR OF CABLES FOR EACH 300 SQUARE FEET OF SURFACE AREA. I ALLOWABLE SPANS FOR SCREEN ENCLOSURE ROOF BEAMS - <_ 40 M.P.H. BEAM SPACING 4' -0" 5' -0" 6' -0" 7' -0" 8' -0" SELF - MATING BEAMS 2x4x0.044x0,100 17' -3" 15' -5" 14' -6" 13' -0" 12' -10" 2x5x0.0504,100 20' -3" 19' -0" 17' -8" 18' -10" 15' -0" 2x8x0.050x0.120 24' -4" 21' -9" 19'•10" 18' -4" 17' -2" 2x7x0,055x0.120 28' -8" 25' -8" 23'_6" 22'-0" 20' -6" NOTE: ALUMINUM BEAM ALLOY SHALL B E ‘ 00.:!, - 77; 2x8x0.072X0.224 38' -6" 34' -8" 31' -5" 29'_1" 27' -3° , 1" I PURLINS, ANGLES AND CHANNELS ALLOY SHALL BE 600 i 2x9x0.072x0.224 41' -8" 37' -3" 34' -0" 31'-6" 29' -8" MINIMUM THICKNESS • O. OdO INCHES 2x9x0.082x0.310 47' -4" 42' -4" 38' -7" 35' -9" 33' -5" 2x10x0.093x0.389 50' -0" 49' -3" 44' -11" 41' -7" 38' -11" SNAP EXTRUSIONS 2x2x0.044x0.044 10' -1" 9' -5" 8' -10" 8' -5" 8' -0" 2x3x0.045x0.045 13' -11" 12' -11" 11' -11" 11' -1" 10' -4" 1 qff • TYPICAL SELF-MATING BEAM SIDE PLATE CONNECTION DETAIL PATIO /POOL SCREEN ENCLOSURES Si F SELF - MATING BEAM ` PURLIN NOT SHOWN 0) MS SCREW AT DRAWING L j 0 0 0 21 Q•`' TOP AND BOTTOM REVISIONS 0 000 0 ° 0 0 0 0 0 . • o 8' MIN. ALUMINUM PLATE 0.126 TTiKO( BOTH 012 g SIDES NTH ag (9) 114' x 7A9' SCREWS INTO EACH MEMBER BEING SPLICED, NOTE: DETAIL APPUES TO GABLE, H, DOME, AND NANSAPD CONNECTIONS. PLATE MAY 8E \ " 91TERNAL OR EXTERNAL. USE 0.12S' THICK PLATE AND (12)114' SCREWS FOR 21 9. USE 0.25' THICK PLATE AHO (16) 114 . 00REW9 FOR 2 x 10. E CERTIFICATION EXTENDS ONLY FOR THE SPAN TABLES SPECIFIED FOR THE STRUCTURAL SHAPES LISTED* - t s IrrcAL Yp$( aND tlEAM DETAIL - SIDE WALL TYPICAL CHAIR RAIL TO POST DETAIL TYPICAL PURLIN AND BEAM D (4) ATTACH EXTE RNALLY WI ATTACH INTERNALLY M10 x Y/' SWIMS TFIRU TH FROM POST NOTCH PURIM FOR INTFRNAlGR004ES. + x 2 x 0.050C-OP Nth INTERNALLY WITH (21 MO x Y4' SCREWS NIU THRU2x2INTD O PoSTAHp2x2 k16x2'gORE 2x2x0.125AIGLE SCREW GROOVES i ATTACH INTO 2x 2Al24' 0.Q 2<2 CHAIR RA; POST PURIM • POST • 1r DETAIL TYPICAL POST NO BEAM ETAIL •MAIN FRAME NOTE L Dw' r 4 D ALTT DE L TYPICAL BEAM AND GIRDER DETAIL TYPICAL GIRDER DETAIL TO HOST V4 SELF•MATW(T BEAM SLOPED OR FIAT EACH x 2 x 0.ILI ANGLE CUP EACH SIOEOF 1 REIUTARYBEMA 2x 2 x 0.125ANGLE CUP E t I4T0 BOTH EACH SIDE °PGFDER ATT NOTCH DEAN GIRDER. SCREWS 0A 0 INTERNALLY POST 0 • '•• ; FROM POST O 0 Q 0 " ATTACH TO mom �� O • O• • O 0 • u 0 B AREAS • ATTACH WTO i O 0 O 0 • 2x2AT24'OG O O O O O O ATTACH TO MASONRY( O O SEE TAKE FDA :' CONCRETE MTN IN MINIMUM 141.11OCR 0 0 0 O TAPCOHSWRHAMI( OF SCREW. ; GIRDER SHALL . EMBEgAEHi DI 3%. • BEAM •-,-.....-- BE ONE SIZE HOST STRUCTURE POST TRIBUTARY GIRDER POST SIZE AND # OF SCREWS BEAM • TYPICAL WIND BRACE DE AT ROOF FRAMING Beam Size Post Size 1 BEAM ® #8 #l TPIG vo ..r.w.....mum O 8 v 2 x 2 RAND BRACE 151 2 x 6 10 6 f - 8 6 2 2x8 2g - 10+ " �t ! �7 (} ATTACi1WITH A S p� I(EAE 0.125 THICK 2 x 1 O �� 18 16 a ATTACH YrTi}I A ANGLE CUP WITH ® 20 18 1$ slaewED AHGI E CLIP (A Ano INTO SIDES OR MINIMUM SPACING AND EDGE DISTANCE EACH BRACE AHD rrro S o POST 2x 2WALLtOP. BRACE ►Rp MINIMUM SPACING ' ® # 10 # 12 MIN. EDGE SPACING ® 3/4' 1' TYPICAL FOUNDATION DETAILS TYPICAL POST E DIS NE ® 318" 1/2' • CCHTWUa S SLAB 011 GRADE DETAIL STRP FOOTING SLAB ON GRADE FOOTING POST Sx Whf 1 2x30.125 ANGLE EACH 60)E OF POST WTTH(?) M0x3N' r SAP O N G POSTA+D(i� ItL Ir2 BASE SCREEN � U44' ' TAPCON INTO ,M10 () b WITH T MINIMUM EMBEDMENT. to NUOUS WITH U4' iAPCONSAT24 CG (t'' (» Ms CONTINUOUS r 6 N AND YIITHW tOF p057 IHSTALI NOTES: 4 2• MIN. - ' FOR EACH 2' INCREASE IN EDGE T- _ - POST DEPTH 2 REINFORCING S HALL BE 2500 Pal MINIMUM CONCRETE COVER FOR REBAR SHALL BE 3'. OFFSET . M 1 REINFOR MAY a . U O F M• QED MORE FABRIC SHALL BE MSS. 111 inviii 4 SLAB ON GRADE WITHOUT FOOTING MAY aE USED � ROOF AREAS LESS THAN 350 SCL FT. OR FOR POSTS WTTH TRIBUTARY AREAS LESS THAN MSC. F.T. 1' • f S MSIIMU4 SLAB THIf2OIESS SHALL BE 3.1/2• ACTUAL NOME* 5 FOUNDATIONS SHALL SEAR ON COMPACTED SUSGRADE NTH 1500 PSF MINIMUM SEAR NQ CAPACITY. HOTEL 7. PEE TYPE FOOTING SHALL HAVE SA' DIAMETER THREADED ROOS 1 LONG THROUGH POST EACH WAY. 9 1. SELF-TAPPING SHEET METAL SCREWS SHALL BE STAINLESS STEEL OR ZINC-PLATED. A MINIMUM P BI TER FOOT OF CONCRETE (RED TEF SQUARE SEEN ROOF. ALUMINUM SERB a r, POSTS UM O ONE CUBIC BEAMS SHALL HAVE ADEQUATE R CONCRETE N SQUA E F FOR SOLD DORM CAPACITY. OniER MATERIALS TO T CO BE ISOLATED AS REOUIREItRECOMMprOED FROM PREVEiTi 00RROSiON. OOF. • , • TYPICAL BRACING SCHEMATIC DETAILS FOR FLAT ROOF, GABLE ROOF, AND DOME ROOF SCREEN ENCLOSURES . .. HO STRUCTURE AT TACNMENTRYPICAL) ST ROOF PH LA ROOF PLAN ROOF PLAN ROOF PLAN VIEW . VIEW VIEW VIEW ROOF PLAN in/ BEAM A ...r. EN 11 omen lem 4 .6 &gamin o. Pis i x corfor.o. rA Am VIEW GO MIMI 11111 WNW. NU 2 ,„ meow Nu 0 muninso In Paw . §g or.* NI w 111111111111111 MI I OaRIRIIICI NI ' 2 x 2 BRACE &OW. go N mum ... n, miumnio in i (TpicAt.) *0, 11 11 END WALL on *Immo eke mums* MO ELEVATION P.m.:. END WALL omit, 'rd.:mo mo. ENO WALL , Ej ...... CHAIR PAL ELEVATION A:dm..., END WALL Dump; ELEVATION POST 2 x 2 BRACE ELEVATION ig, MUM% (TYPICAL) ....m..........00. FOADATION END WALL (TYPICAL) ELEVATION NOTE: 2 x 2 SCREEN CHANNEL IS ACCEPTABLE ro FRAME DOOR JAWS. ADD (1) K-ERACE OR (1) PAM OF CABLES FOR EACH X0 SQUARE FEET OF SURFACE AREA. TYPICAL K-BRACE DETAILS TYPICAL CABLE BRACE DETAILS EAVE MIL &AVE RM. IIIIII1 0 0 0 04 0 0 \ 5 1410.125 PLATE .... MTh (6) F10 $CREAM 0 45 DEGREE TRIANGULAR auspurE 0\ too FosrAtio (4) MTH Re) 910 SCREWS A9 SHOIAN 0 0 MO SCREWS PRO 0 0 0 " 0 0 0 aRAce .044 B it,.. N 0 A • DIAMETER STAINLESS STEEL CA 2 r 2 x 0 RACE .0 BLE i ., ,., . , 0 , Ai° do 304 5x 12x 0.125FLATE \ 0 POST WIN (I) /MSC:REV* N r‘ POST NTO POSITN:rAoNCIalt440 \'''' 0 0 N. it I' x 12' x 0.12r PLATE ‘ MTH (2) 1/4' DIMIETER TAPCONs ‘ m oms. MI 0 0 0 0 00 4x 4xo.usPLAie WM ../ 0 0 NTO POST AND (4) NO SCREWS PITO ../ BRACE AND (2)510 SCE M WTO BASE 0 0 POST ./. c) 0 1111 00 0 •" 60 II 2 x 2 x 0444 BRACE 0 POST 0 0 0 . (2) 1/4 TAPCONS AT BASE OF FRA.ME 0 0 ErgriniE e AsE RAIL TYPICAL KNEE BRACE DETAIL AND SCHEDULE NOTE: lea BRACES ARE NOT SELFAATING BEAM REQUIRED MR TYPICAL INTERNAL STIFFENING DETAIL FOR SPANS GREATER THAN 39'. 0" SLOPF-0 OR FLAT THE TALILIATED PAWL 2x 2: 0.125 ANGLE 0 ---- 0 0 0 /eau, SECTION VIEW - - P P' qIIIIII . 0 0 0 0 0 0 . PURuN BEYOND glib (4) 00 R 2' SCREWS INTO MEN& . - 0 GROOVES OF POST PURLN ar 1/2 OF SELF4AATING BEAM PUR 2z2 / 4 RECEIVING CHANNEL UN x 0.12SANGLE / 1/2 OF SELF-MATING SEAM 1 Ai TRIM OUTSTAN • ONG LEG TO FIT BEAM WIDTH 0 TO o CONNECTORS 1 0 KNEE BRACE SEE TABLE FOR SIZE AND . F TII V KNEE BRACE LE24(37H • PLAN VEW illimmi MINIMUM SIZE KNEE BRACE AND CONNECTION BRACE LENGTH EXTRUSION CONNECTION 1/2 OF SELF-MATING SEMI 111 0' TO r.o. TO 3' • 0' TO 4' . r 2x2x0.044 2 x 3 x 0.093 H-CHA 2 x 4 x 0.044 2' 14-CNANNEL WITH 510 EACH SIDE 2' NNEL W TTH 510 EACH SIDE NOTCH EXTRUSION OVER BEAM AND POST AND ATTACH WITH (4) 510 DEN SIDE PURL IN NO ALLOWABLE ROOF BEAM SPANS MAY BE INCREASED BY THE /NEE BRACE LENGTH F BRACES ARE ON BOTH ENOS OF THE SPAN. FOR KNEE BRACE ON ONE ENO ONLY, AN NCREASE OF 1/2 THE NOTE: STIFFENING ANGLES SHALL BE INSTALLED AT EACH PURIM LOCATION ALONG De BEA/44010ER KNEE BRACE LENGTH IS ALLOWED. 0.`P it City of Atlantic Beach APPLICATION NUMBER Y : � Building Department (To be assigned by the Building Department.) 800 Seminole Road 1 Atlantic Beach, Florida 32233-5445 eow Phone (904) 247 -5826 • Fax (904) 247 -5845 >% E -mail: building- dept @coab.us Date routed: / 13 d City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: /60 o ae,e Department review required Yes No Building Applicant: /10") ' /6 S arming & Zoning Tree Administrator Project: 66 , /� 6 Iii Public Works Public Utilities Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt of Permit Verified By Date 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: /C /���e 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 05/14/09