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1089 Atlantic Blvd roof 2013 (entire property) i yL��r J� m` l 1I� CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD J ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00002280 Date 3/21/13 Property Address . . . . . . 1089 ATLANTIC BLVD Application type description ROOF PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 265000 ---------------------------------------------------------------------------- Application desc REROOF ENTIRE BUILDING ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ ASHLAND INVESTMENT, INC. EAST COAST SYSTEMS 7880 GATE PARKWAY SUITE 300 P O BOX 396 JACKSONVILLE FL 32256 JACKSONVILLE FL 32207 (904) 367-0085 ---------------------------------------------------------------------------- Permit . . . . . . ROOF PERMIT Additional desc . . Permit Fee . . . . 550 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 265000 Expiration Date . . 9/17/13 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE DCA SURCHARGE 8 . 25 STATE DBPR SURCHARGE 8 . 25 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 550 . 00 550 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 16 . 50 16 . 50 . 00 . 00 Grand Total 566 . 50 566 . 50 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 03;05/2013 09:03 FAX 904 367 0085 EAST COAST SYSTEMS INC X002 BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACIj (1 800 Seminole Road,Atlantic Beach,FI,32233 Office(904)247-5826 Fax(904)2475345 AIA JobAdd,•ess: 1089 Atlantic Blvd. d �I 1 Permit Number: Legal Description CC, -� steel# 7 Valuation ofWorld 2(05 600 ° 00r ea o q t proposed Work hentedreool noo-heated/ro � u-heatedlta���,�� Class of Work(circle one): New Addition Alteration Repair ep Move Demolition pool/spa 'A TIL sty;; • Use Of esisting/proposcd structure(s)((elrcle one): Commercial Residential Y1 an existing structure,is a fi sp 'nW r s tem In.9talled7(Circle one): Yer; No N/A Florida Product Approval# ( I P ffi j� For multiple products use pr uct epprova ores am Describe in detail the t�•pe of work to be pelt or a Y-P-h o ro cr Tnforma Name: A hl d ve tments Inc. Address, 7880 Gate Pkw Suite 300 City Jacksonvi e E-Maij or Fax#(Options) State dip_ 2 25 6 Phone - — — tAntr orinf rmation• �— Compan),Name: 64A (DA J 5Y SULls jhL Address:. p'0, X _Quali 'i g Agent: l.F7S Office Phone O pr, r J — din rL'� State G zip State Certification/Registration# C�Cso Contact 1Vgmber Fax tl o � -oor9 Architect Name&Phonc#_ ►^ _, , r Engineer's Nance&Phone# A Fee Simplc Tide Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address .tppJfcarror,!s lrerchy made to nblaln a pel b $!o do thu work and ALskl 11oN��r�e as brdicated 1 certify tlx'rt,rn work or Installartrrr hos corrmk nee d prlar to N7C and IS COP*Pk isrrr�l1d�tnmrrtncrhd�v(tl��/l.sdlra 6 o�i,rhs�u�{eco.�rrncN or orlll-%.rVfJ or ani;eldf rn rl o f��r6)TT7rort n h W mry,�Ls�n(er work s cnrw rru�d 1 undery ord rh..t,sap&dre parnllts musl he secured,far Rej; .a Work.p1tiMbing,S`x^s, WCU.v,PPaIs,Fr�ytnrer, 9oilm,Hcaferx, Tanks and Air Carydilianeror,do WARNING TO OWNER.: YOUR FAILVRE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU jNTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDLN6 YOIii NOTICE OF COMMENCEMENT, � l1 hetrby crrrjj�ll be haus Kyd witand exarntrwd this pl catto b my the sunrr to 8e true Old caTmct, Al!pmtjsjon r a imus Wrd or ramces xa�rrnl.rg Ih1s al work w,'ll 6r compiled stay whely�r see �( ar npl,_The grwong of a per-11 does not me wme rn v slans of mty aD,erfrdeml,state,or pg�ath 7t p K(�u wrhorfry Ln violate or cgnccl rhe r! or die pe�)»nanca ofCO—IFUCtton. Signature of Owner t�tatwc of Contractor Print Name ,Y •C _.. ._........"_ Print Name Sworn to acrd subscrilvd.before me thia '�ay of � � 2 -'� Su"o subs bef Day 0 N mubinic — otary u ►c - TERESA BURKEs" O�Pav°vs � .' ,?LEY'L GRAHAM ;_ Notary Public State of Florida •;My Comm.Expires Mar 23,2015 uP,aAI"3+ON#DD 957760 oma; Commission#EE 76935 ?E5ehruary 14,2014 Forded Thu Notary Public Underwdters Bonded Through National Notary Assn. .�. - MAR-7-2013 12:51 FROM:CLERK OF COURTS 904 270 1512 TO:92475e45 P:1/1 fie.r/�?/ / _3 2 2,�?O NOTICE OF COMMENCEMENT 5tazc of �'""P1 —�loC ' Folio No._d���016 —ONO AllCounty of^v.�� flu J-U t To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section.713 of The Florida Statutes, the following information is stated in this NOTICE OF COMIMENCENIE-INT. Lcgal Description of property being inTroved: - V Add.rcas of property being improved: i o 9 9 General description of improvements: owzlcr: iur�c�L11T. (► �+ xr1G Address: t{rtc �. Kca7�J 5f4SQtk5a�l[s"ff> Owner's interest in site of the improvement: 1 OQQ' -3-�r� .Fee Simple Titleholder(if other than owner): ti Name: Contractor;_ LltJ+ �Ll�`� }��j�{�'►1� r l-nG Address: /l aD9 Telephone No.: `og-3 6,.?- 0617 _ Fax No: --- Surety(if any) Address: _ Amount of Bond S Telephone No: Fax No: — - Name and address of any person ma3,ing a loan for the construction.of the improvements Namc. Address: A Phone No' -- Fax No: _-- Namc of person within the State of Florida, other th:aia himself., designated by onvner upon whom notices or other documents may be served: Name- Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lieno Notice as provided in. Section 713.00(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No:_ Fax No: �LL Expixation date of Notice of Commencement(the expiratiou date is one (1) yca from t e cl to of recording unless a different date is spccifled): _.. . THIS SPACE FOR RE WORDER'S USE ONLY OWNER _ . Signed: - - - - Bcfore nif t ii4— of the Coof Duvi tate Of Florida.has personally.appeared ` Drc#7()13059105,oP,BK 16280 Page 21'x' Notary Public at Large,State of Florida,County of Duval. NUMber o19er.. T My commission expires: Perorded 01/0 2013 at 12:22 pM, Ponnrc Fcaneli pLFRK CIRCUIT COUP-?DUVAL Personally Known, �`T COUt'sty Produced Identification:_ P ,%: ,k BIJRKE P> CORL�IN[ $1000 SITT of Florid; y Comm.Expires Mar 7,3 2015 Commission a EE 76935 Bonded ThrouCr,NAlipnal fdatary Av F�ho vonti Group, Inc. E. Brandon Blvd. David MSchonacher Jr., P.E. Florida Reg. # 63131 Project Nu713-02(5on, Florida 3311 Client East G:813-655_2884 13-655-288ro Date:Emoi!: davids@avontitompo.com Re:Ashland Mantic MAR 0 7 2013 By STI'�UCTUf�,a�L C,�LCU F TIONS OR PANEL ,�NCHO •�-�shla GE nd •atlantic Self Storage 'Atlantic B0ach, Florida1=li February 1S, 201.3 PREPARED FOR: East Coast Systems 800 N. Thompson Street Starke, Florida 32091 Phone: 904-368-0017 Fax: 904-368-0019 Y FI FN TA •'� r =7k FB'*9 2013 : nYTJ'1P.lNwYMI.N� � • � _ STA E OF REVIEWED FOR CODE COMPLIANCE �s ••.', R1aP. � CITY OF ATLANTIC BEACH i s SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS. (� Davd N Schorocner r.. RE. REVIEWED BY: DATE: �r d ='orido Reg. No. Ei3131 A41 � Florida Gert. Of Authorizaiian No. 26537 FFax: vanti Group, Inc. David M. Schonacher jr., P.E, E. Brandon Blvd. Project Number: 13-026 on, Florida 3351, Florida Reg. # 6.3131 Client: East Coast Systems : 813-655-2884 Date: 0219/2013 13-655-2886 Sheet 2 of 5 Email: davids@avanti-ampa.com Re:Ashlond Aton-tic Self Storage Givens: 1. Florida Building Code 2010 Edition. 2. ASCE 7-10 for wind loads using 130 MPH (Vult Ultimate)wind speed. 3. Exposure C. 4. Building Risk Category II. 5. Based upon mean roof height of 9'-0'. 6. Roof slope is 1/4 on 12 or 1.19 degrees. Constants: Ib kip := 1000•Ib psf := ksi := kiplb :_ Ib Ib psi := — plf ft` int int ft pcf .- Es := 29500•ksi ft 3 Calculate Wind Load aer ASCE 7 10• Wind speed: V:= 130 Height above ground level z:= 9 ft For Exposure B/Case 1, z cannot be less than 30ft Velocity Pressure Coefficient a := 9.5 Exposure B=7.0, Exposure C=9.5, Exposure D=11.5 Per Table 6-2 7.9:= 900rt Exposure B=1200,Exposure C=900, Exposure D=700 Per Table 6-2 2 2 __ 15 ft fz K if z < ISft,2.01(—/ x•01•( z Zg I z9 I K, = 0.85 Topographic Factor: K„:= 1.0 Wind directionality Factor: K,I:= 0.85 Velocity Pressure cIn 0.00256-psf•K,•K,,•Kd•V_ qi, = 31.22•psf Internal Pressure Coeff. GCpi := 0.18 (Based on enclosed building, Figure 6-5) Determine Width of Pressure Coefficient Zone a for Building: Least width: W:= 30•ft Mean Roof Height: H:= 941 Zi := .I•W Z,:= .4•H Z3 := .04•W 7 := if(Zi <Z,,Zr,Z,) a:= if(Z> Z3,Z,Z3) a := if(Z > 3•ft,Z,3•ft) a = 3.0ft USES'-0” The Avant; Group, Inc. 1095 E. Brondon Blvd. �avld 77: Brandon, Florida 33511 FlProject Number: 13-0266 Client East Coast Systems Phone:813-6055-2884 Fax: 813-655-288Co Date: 02/19/2013 Email: davids@ovantitompo.com Sheet 3 of 5 Re:Ashland.A-Hontic Self Storage Calculate C & C Roof Wind Pressures for 10 s ft.: Base on 9< 7 degrees External Pressure Coefficient @ Field: GCpl,lo —1.0 Wrlo:= gl,.(GCpI•lo— GCP) Wr to= —36.8•psf External Pressure Coefficient @ Edge: GCpelo —1.8 Welo gl,•(GCpelo— GCC131) Welo = —61.8,psf External Pressure Coefficient @ Corner: GCpelo —2.8 Wclo gl1-(GC polo— GCpi) Wcio= —93.0•psf Net wind pressures• greet 0.6•Wrlo genet = —22.1 psf field roof condition, Zone 1 genet 0.6•Weio genet = —37.1 psf edge roof condition, Zone 2 genet 0.6•Woo gcne, = —55.8 psf corner roof condition, Zone 3 Invest; ate Berridge Zee-Lock 16" wide 2" hiah 24 aul a PaneAttachment to Structure: corner (Zone 3) condition The panel is to be attached to 18 ga. steel purlins. Use(2)#12 tek screws at below spacing. The ultimate pullout capacity for a#12 tek screw into 18 ga. steel is 551 pounds per manufacturer published data. Purlin spacing: spac:= 48-in Panel Width: span := 16-in No. screws per clip: N := 2 Factor of Safety: FS := 3 Pullout per screw: span•spac Igcnetl fact N P.is t• = 148.816 Allowable pullout/screw: Screwll :_ 551-lb a FS Screwall = 183.7 Ib Pact = 148.8 Ib is < than Screw.ll = 183.7 Ib OK Screw.,, Use (2) #12 tek screws in each purlin at a spacing of 48" o/c max. for all Zones. The Avanti Group, Inc. David M. Schonocher Jr., P.E. 1095 E. Brandon Blvd. Project Number; 13-026 Florida Reg. # 63131 Client East Coast Systems Brondon, Florida 33511 Phone: 813-655-2884 Date: 02/19/201.3 Fax. 81 813-655-2886 Sheet 4 of 5 Email: davids@avantitampo.com Re:Ashland Atlantic Self Storage Investigate Zee Purlin Attachment to Concrete Deck corner(Zone 3) condition The zee purlin is attached to 3,000 psi concrete deck. Use 1/4" tapcon screws at below spacing. The ultimate pullout capacity for a 1/4"tapcon screw into 3,000 psi concrete is 1,616 pounds per manufacturer published data. Zee purlin span: span := 48-in Screw spacing: spac:= 20-in Factor of Safety: FS := 4 Design wind pressure: gG11e1 = -55.8 psf Pullout per screw: Tact := span•spaa Igcnetl Tau 372.1 Ib = Allowable pullout/screw: T 1616.Ib Till �- Taii = 404.0 Ib FS Tac, = 372.1 Ib is <than Taii = 404.0 Ib OK Use 1/4" tapcon screws with 1-1/4" min. embedment at spacing of 20" o/c max for Zone 3. Investigate purlin framing' comer(Zone 3)condition Purlin Spacing: s:= 48-in Purlin span: L:= 20in Uniform loading: w:= s*1gcned w = 223.3•plf Beam reactions: V:= w_L V = 0.19-kip 2 Bending in beams: M := 0.10w•L2 M = 0.74-kip-in Deflection check: _ L 0.0069w•L4 180 At = 0.1 1 in Ireq := Ifeq = 0.0063•in4 Es'�s Use 1-1/2" min. tall x 18 ga Zee at 48" o.c. for Zone 3. Properties MX = 1.257 kip*in IX = 0.051 in4 The Avant' Group, Inc. David M, Schanocher Jr., P.E. 1095 E. Brandon Blvd. Project Number:13-02G Brandon, Florida 33511 Florida Reg. S# 63131 Client. East Coast Systems Phone:819-�55-2884 Date: 02/19/2013 Fax:813-00555-2886 Sheet 5 of 5 Email: davids@ovantitompo.com Re:Ashland Atlantic Self Storage Investigate Zee Purlin Attachment to Concrete Deck edge(Zone 2) condition The zee purlin is attached to 3,000 psi concrete deck. Use 1/4"tapcon screws at below spacing. The ultimate pullout capacity for a 1/4"tapcon screw into 3,000 psi concrete is 1,616 pounds per manufacturer published data. Zee purlin span: span := 48-in Screw spacing: spac:= 24-in Factor of Safety: FS := 4 Design wind pressure: gene, = _37.1 psf Pullout per screw: Tact := span•spae•Igeneil T,. 296.7 lb Allowable pullout/screw: T 1616-lb Tail := Tall = 404.0 Ib FS Tac, = 296.7 Ib is < than T,ii = 404.0 Ib OK Use 1/4" tapcon screws with 1-1/4" min. embedment at spacing of 24" o/c max for Zones 1 & 2 Investigate purlin framing: edge(Zone 2)condition Girt Spacing: s:= 48•in Beam span: L := 24in Uniform loading: w:= s•I gene, w = 148.3•plf Beam reactions: V:= w—L V = 0.15-kip 2 Bending in beams: M := 0.10w•L2 M = 0.71-kip-in Deflection check: L 0.0069•w•L4 y _ 180 = 0.13 i n Ireq Ireq = 0.0072-in a Cs'�x Use 1-1/2" min, tall x 18 ga Zee at 48" o.c. for Zones 1 & 2. Properties MX = 1.257 kip*in IX = 0.051 in4 120 1'15 115 1 120 140 . . 40 150 �x --- ISO 140 Raft mitts: it ISO t Valu" are nmi nal' def-I 3-s!WOod gust wird spate: la milaa _ Linear interpolgtionbetween contows, 160 r... l 3. islands and ccastal areas cauts de the last Mintour shall ffse tbc last wind seed svntoar *f Ow coastal at*a. 17 " 4. mountainoims, terrains "ges � � - X1#1 .�._.,• And %PeCi Ml wind rei ;& ... .,..Y �.. p$11311 be tMold -ed for unusual wig c .I= • Win d Weds corres pond to approx mtely 180. a 7% probability of exceedance in 56years rf, (Annual Exceedance Probability MAI 7f years). a Figure 16019A Ul.timate Design bind Speed$, Vu1t r , for Risk Categorry II Buildings and Other Structures FL#: FL 14210.3-112 Date: 11/25/ 11 Report No.: 11-187-ZL-S4P-ER Page 9 of 9 SPL f-falty St-ruct-ural EnglnL=erincj CBUCK,Inc. Certificate of Authorization#8064 Installation Method Berridge Manufacturing Company "Zee-Lock" (24 gauge Steel) Roof Panel attached to Steel Purlins Fastener: Zee-Rib Clip TWO Self-Drilling Screws Per Table"A" Typical at Each Purl'n r rrr r, r rrr r, r rrr r r � rrr r rr' rrr r 'r rrr r rr rrr 'r rrr r rrr r 'r r Zee Lock Panel r r,rr rrr r 'r' r Purlin Spacing Per Table"A" Purlins- 16 Gauge minimum Typical Roof Assembly Isometric View TABLE "A" METHOD 1 METHOD 2 METHOD 3 METHOD 4 Design Pressure: - 52.2 PSF -60 PSF ! -625 --- # 625PSF#of Fasteners i per Clip: 2 2 i 2 2 Fastener: 412 #12 1/4" 1/4" Panel Seam: Single or Double Lock Double Lock Double Lock Double Lock Max. Purlin Spacing: 60 60" 60" 24» Span Condition: 3 or more 3 or more 3 or more 3 or more '1 SELF-DRILLING FASTENERS • •••••••••••••••••••.••.•................. Product Report No. 02702 - _ 1134000 12-14 x 314" HWH #3 .036-.210 .270 5,000 k 4 1136000 12-14 x 1" HWH #3 036-.210 .520 4,000 ' Roof deck[o steel framing. 1120000 12-14 x 1-1/4" HWH #2 .036 .210 550 4 000 1123000 12-14 x 1-1/2" HWH #2 .036-.210 .800 2,500 ' Wall panel togirL 1140000 12-14 x 2" HWH #3 .036-.210 1.450 2,000 1553000 12-14 X 2-1/2" HWH #3 .036-.210 1.950 1,000 ' Duct work to steel framing. 1143000 12-14 x 3" HWH #3 .036-.210 2.450 1,000 Accessories to steel framing. 1146000 12-14 x 4" HWH #3 .036-.210 3.450 500 1147000 1/4-14 x 3/4" HWH #3 .036-.210 .210 3,000 Clip to steel framing. 1149000 1/4-14 x 1" HWH #3 .036-.210 .400 2,500 1150000 114-14 x 1-1/4" HWH #3 .036-.210 .650 2,000 Retrofit framing. 1152000 114-14 x 1-112" HWH #3 .036-.210 -g00 2,000 1155000 1/4-14 x 2" HWH #3 .036-.210 1.400 1,500 1554000 1/4-14 x 2-1/2" HWH #3 .036-.210 1.900 1,000 1157000 1/4-14 x 3" HWH #3 .036-.210 2.400 1,000 1304000 1/4-14 x 4" HWH #3 .036-.210 3.400 500 All available with bonded washer. 1586000 1/4-14 x 3/4" "HWH #3 .036-.210 ,250 3,000- 1587000 1/4-14 x 1" 'HWH #3 .036-.210 .500 2,500 ' Commercial overhead steel `With serrations under head. doors,hinges&latches. Pei-forrn................................................. .............................................. N„ Fastener Ell Steel Gauge a Dia. Pt. 26 24 22 20 18 16 14 12 3116 Fastener Steel Gauge(lapped) Dia. pt. 26 24 22 20 18 16 14 12 12 2 156 243 283 375 605 848 1181 1856 3520 3 142 211 289 341 551 757 1063 1631 2998 12 2 365 600 623 898 1370 1758 2138 2202 1/4 3 141 231 293 346 613 880 1145 1858 4550 3 769 1358 1620 1970 1986 114 3 930 1442 2100 2584 2650 Fastener Tensile Shear Torque = (dia-tpi) (lbs.min.) (avg.lbs.ult) (min.in.lbs.) Gauge No. 12 14 16 18 20 22 24 26 1.. _. 2778 2000 92 Decimal Equivalent ,105" .075" .060" .048" .036" .130" .024" .018" 1/4-14 4060 2600 150 The values listed are ultimate averages achieved under laboratory conditions and apply to Buildex manufactured fasteners only. Appropriate safety factors should be applied to these values for design purposes. ........................................................ ................................. installation Gisidefirles AAL A standard screwgun with a depth sensitive nosepiece should be used Alk The fastener is fully seated when the head is flush with the work surface. to install Teks. For optimal fastener performance,the screwgun should be a minimum of 6 amps and have an RPM range of 0-2500. AUL Overdriving may result in torsional failure of the fastener or stripout of Aa-Adjust the screwgun nosepiece to properly seat the fastener. the substrate. .New magnetic sockets must be correctly set before use.Remove chip AL The fastener must penetrate beyond the metal structure a minimum of 3 build-up as needed. pitches of thread. g Ind . 1349 West Bryn Mawr Avenue Itasca,Illinois 60143 Tel and Clare Irademarks or ITw Buildex and Illinois Tool Works,Inc. 630-595-3500 Fax:630-595-3549 www.Rwbuildex.com a 2007 ITW Buildex and Illinois Tool Works,Inc. 8 CORROSIVE ENVIRONMENT a wr MASONRY F � ASTENING SYSTEM dor v' Product Report No. 02720 ...... ....... Drill Bit Fixture 3/16"Diameter escnpfIon DTIA 1311 PFH _ Part No. Thickness Common Applications ..3434901 --- 3/16 x 1-14' 3095910 5/32 x 3-112" 0 1/4" Mounting brackets and control panels. 3418907 3/16 x 1-314" 3095910 5/32 x 3-1/2" 114-314" • 112"or 3!4"plywood backer boards;mounting brackets; control panels;cable clamps;conduit clips;junction, switch and control box meters. 3419907 3/16 x 2-114" 3096910 5132 x 4-1/2" 314-1-114" Metal safety gratings,2 x 4 wood nailers. 3420907 3/16 x 2-314" 3096910 5/32 x 4-112" 1-1/4"-1-3/4" Insulation 2 pieces of 2x4 or 2x6 to masonry. 3421907 3116 x 3-114" 3097910 5/32 x 5.112" 1-314x2-114" Insulation to masonry. 3422907 3/16 x 3-314" 3097910 5/32 x 5.112" 2-1142-3/4" Marine and agricultural. 114"Diameter PFH HWH 3373907 3367907 114 x 1-1/4" 3098910 3116 x 3-1/2" 0-1/4" • Mountin brackets and control anels. 3374907 3368907 1/4 x 1-314" 3098910 3116 x 3-1/2" 114-314" 112"or 3/4"plywood backer boards;mounting brackets; control panels;cable clamps;conduit clips;junction, 3375907 3369907 switch and control box meters. 114 x 2-114" 3099910 3116 x 4-112" 3/4 - 1-1/4" Metal safety gratings,2 x 4 wood hailers. 3376907 3370907 114 x 2-314" 3099910 3116 x 4-112" 1-114"-1-314' Sills,plates 2 pieces of 2x4 or 2x6 to masonry. 3377907 3371907 114 x 3-114" 3100910 3/16 x 5-112" 1-314"-2-114" Insulation to masonry. 3378907 3372907 114 x 3.3/4" 3100910 3116 x 5-112" 2-1/4-2-3/4" Marine and agrictlllural. 3459907 114 x 4" 3100910 3116 x 5-112" 2-112"-3" Maximum attachment applications 3460997 114 x 5" 3102910 3/16 x 6-112" 3.1/4"-4" (i.e.,Wood/insulationlmasonry) 3461907 1/4 x 6" 3206910 3/16 x 7-112" 4-114"-5" 3379910 3379910 Condrive 500' For hex and flat heads lengths up to 3-3/4". 3103910 3103910 Condrive 1000' For hex and flat heads lengths up to 3-3/4". .Tap,on Anchors hmus(be inslaued using all Buildex system components(Tapcon Anchors,Condrive Tools,and Tapcon Drill Bits)in order to qualdy for nW Buildex system support, Installation GIrAdelines Using Condrive 50o; IPu11oUt(Ipso in Conrrefe(3 1; r flay$�rT_ STEP 1: Place drill adapter into 318"or 1/2"chuck of standard hammer drill. Place drill hit in drill adapter and Anchor Depth of Embedment in Solid Material[inches) Diameter 1.114" 1-1-112" 1.314" lighten set screw. Drill hole a minimum of 1/4"deeper than Tapcon anchor is to be embedded. 1' 360 1595 STEP 2: Phillips I leads may be installed using either side of sleeve. To install a 1/4 diameter Hex Washer ll4' 1361 1616 2041 2332 • Head Tapcon,use large opening side of sleeve(see sleeve label). To inslall a 3/16 diameter Hex Washer Head Tapcon,use small opening side of sleeve(see sleeve label). Slide oppositeside of Anchor Depth of Embedment in sleeve over drill bit and snap onto drill bit adapter. NOTE: If driving Hex Washer Head Tap Diameter Solid Materials Inches driver will automaticallycon, disengage. If driving Phillips Head Tapcon,care must be lak 1.114" anchor is not overdriven. ed to ensure 3/16" 540 1/4" 754 STEP 3: Loosen set screw on side of drill adapter with 1/8"Hex Key. Do not remove completely. Replace old drill bit with new one. Align flat side with set screw and tighten screw. Do not over-tighten. Anchor Anchor Shear Strength Shear Strength Diameter Embedment 3145 PSI Hard Lihtweight Installation Guidelines Using Colld'i e 1000 Rock Concrete Hollow Block STEP 1: Place correct drill bit into driver adapter and drill hole 1/4"deeper than depth of embedment. 3116" 1-114" 1460 1096 STEP 2: Slide Condrive Installation Tool sleeve over drill bit. Snap hex head or Phillips Socket in place. 114" 1-1/4" 1622 1218 Tapcon Anchors must be installed using all Buildex system compo STEP 3: Insert anchor in socket,position fixture to be fastened,begin to drive Tapcon into pre-drilled hole. nenu(Tapcon Anchors,Condrive Toots and Tapcon Drill Bits)in p STEP 4: The anchor is fully set when the nosepiece of the Condrive Tool automatically disengagesfrom the order to qualify for ITW Buildex system support. socket and fixture is secured in place. Note: Designated holding power depends on the quality of the masonry material, depth of embedment and proper hole size. These figures are offered only as a guide and are not guaranteed in anyway by Illinois Tool works Inc. The figures indicate average ultimate pull-oul and shear failure values.A safety factor of 4:1 or 25%of ultimate pull-oul value is generally accepted as a sale working load. However,reference should always be made to applicable codes for the specific safe ivorking ratio. All values are based on close tolerance holes driVW with Buildex Tapcon'carbide drill bill. Prrlormance of the Tapcon anchor may vary in extremely hard concrete aggregates. consult your Buildex represenia- live for further information. As in the case with all applications,Buildex can only suggest lypiral fasteners for typical applications and that the connection design is the sole responsibility of the Building Design Fngineer,Architect or other- wise responsible person charged with the design of the connection. For further product information,please contact the nearest Authorized Buildex Distributor or the Buildex Technical Service Department at 1-Rnn-i71-n7vn 1349 West Bryn Mawr Avenue Itasca, Illinois 60143 Tapcon',Ili-Lo',Condrive 500•,Condrive 1000',and ClimaShield"are 630-595-3500 Fax:630-595-3549 trademarks of ITW Buildex and Illinois Tool Works Inc. www.itwbuildex.com 50 9 2007 ITW Buildex and Illinois Tool Works,Inc. CFS Version 7.0.0 Section: Section 1.sct Page 2 Zee 1.5x1-18 Gage David Schonacher The Avanti Group, Inc Rev. Date: 2/7/2013 4:29:38 PM By: David Schonacher Printed: 2/7/2013 4:29:54 PM Material: A653 SS Grade 33 No strength increase from cold work of forming. Modulus of Elasticity, E Yield Strength, Fy 29500 ksi Tensile Strength, Fu 33 ksi Warping Constant Override, Cw 45 ksi Torsion Constant Override, 1 0 in 6 0 in^4 Zee, Thickness 0.0451 in (18 Gage) Placement of Part from Origin: X to center of gravity 0 in Y to center of gravity 0 in Outside dimensions, Open shape Length Angle Radius Web (in) (deg) k Hole Size Distance 1 1. (in) g (in) Coef. (in) 0.000 0.071200 Single 0.000 0.0000 (in) 2 1.5000 90.000 0.071200 Zee 0.5000 3' 1.0000 0.000 0.071200 Single 0.000 0.0000 0.7500 0.0000 0.5000 Full Section Properties Area 0.15015 in^2 Wt. 0.00051052 k/ft Width 3.3293 in Ix 0. 056266 in^4 rx 0. 61215 in SX(t) 0.075021 in^3 IXY 0. 031370 in^4 Sx(b) 0.075021 in-3 y(t) 0.75000 in a -32. 908 deg Y(b) 0.75000 in Height 1.50000 in IY 0.028090 in^4 ry 0.43252 in Sy(1) 0.028738 in^3 x 1 XO ) 0.00000 in Sy(r) 0.028738 in-3 x(r) 0' 97745 in Yo 0.00000 in ( ) 0. 97745 in jx 0.00000 in Il Width 1. 95490 in 0.076566 in^9 rl JY 0.00000 in 12 0.007790 in^4 r2 0.71409 in 0.22777 in Ic 0. 084356 in^4 rc 0.74953 in Cw Io 0.084356 in^4 ro 0.0081993 in-6 0.79953 in J 0.00010180 in^4 Fully Braced Strength - 2010 North American Specification - US (ASD) Material Type: A653 SS Grade 33, Fy=33 ksi Compression Positive Moment Pao 2. 3905 Positive Moment k Maxo 1.2571 k-in Ma o Ae 0.13039 in^2 Ixe 0. 050859 in^4 IyY 0. 4234 n4 Sxe (t) 0.063615 in^3 e 0'021922 i ^ Tension Sxe (b) 0. 072603 in^3 Sye (1) 0.023527 in^3 Ta 2. 9671 k Sye (r) 0.021426 in^3 Negative Moment Negative Moment Maxo 1.2571 k-in Shear Mayo.-� -in 0.7074 �3�� � . Ixe 0. 050859 in-4 Iye p p. 122 2 ^ VaY 0.7074 k 5xe(t) 0.072603 in-3 Sye.(1) 0.021426 Vax 0.9864 k Sxe (b) 0.063615 in^3 Sye(r) 0.023527 in^3 CFS Version 7.0.0 Section: Section 1.sct Page 1 Zee 1.5x1-18 Gage David Schonacher The Avanti Group, Inc Rev. Date: 2/7/2013 4:29:38 PM By: David Schonacher Printed: 2/7/2013 4:29:54 PM F� FIS. COPY I: BERRIDGE D OU5L.E L_OC< ,ZE,E - L.OC,< RE - ROOF &HOP DRAWINGS PREPARED FOR RE - ROOF FOR ASHLAND - ATLANTIC SELF STORAGE 1089 ATLANTIC BLVD. ATLANTIC BEACH, FL. 32233 PREPARED BY EAST COAST SYSTEMS 800 N. THOMPSON STREET STARKE, FLORIDA 32091 TEL: (904) 368-001-1 FAX: (g04) 3ro8-0019 BASED ON ORIGINAL ARCH DWGS DATED AUG '-1'3 and APRIL '83 AND FfELD NOTES MARCH 5, 2013 QU 4 § w w w z / / / \ LLI fy az � � / � ■ � & - �\q _ IQ^ \ � 6 6 \\$ 2�® LU Q0o «ƒf 0 2 / \N N \§\ / -juj 13 �/3 W3 2 % &%% ®� n2 a gU-7 bL/ r2 mg m2 & ■ ■ S%2§ a �\ ffb WNIL Lu ZUW & ~ Ez 0®§ q ]/ w� \ m w Q $§ \A Ep / . = 7 E/ LU m m� U� LU §©~ 4 W/f £ g g o= 1 # 2 ©2 © @g »*1 ■ �2 Lu £E 7 _2 � k © § r- a m2 ® 2 I m2 m2 m k § Z / m co r m k z $ $ $ $ 0 2 § Z _ q § q O o a n o 73d n k \ ■ & Q $ \ g � ® w 72 X77 }2 2 � LA13 / g 9 gg]g § � IL� k � a2 N zzN � z'= I = wu° WD9W zz� Www v u�� Cl) ^� �Nzvw 000 4z U J O cn'Q N N JK O UJ U W4pOW Qpp N73C U NUQ� JN0 UJ tj�w O z `»� m � t7�`n �t :3uZ►Z z O pp f1C N I _Jn v0. DILL — LU0d) �d)V Z I :3 �QJL � � N LL 14L m l41 Lu I Wtu 7 Q w W N Qo 0 Ldz 14)I I I I Q� N N N 0 Q I � m I �S I 0 I J � I z�z 13 q�0 Az t I w(LQ Q m� �WUO I J I (L m I LL I d) Q� N I N Lo� L6 I I W J I N N e I z _ I � al m m I 0 I I I --J m � vOC �mE IPJ£ �� Q �PJ6 0 b (K ROOF PANEL INFORM -IAT I ON �fi�f DC DOU5LE LOCK ZEE - 1_OC< PANEL WIDTH: fro" PANEL HEIGHT: 2" DOUBLE 24 GA. GAL VALUME LOCKING SEAM 2" 2'• 1/4" SMOOTH SEAM SECTION STIFFENING RIBS 2 1/16" STRIATIONS CONT. ZEE RIB CLIP GENERAL NOTES: I. ROOF PANEL: 24 GA. GLAVALUME BERRIDGE DOUBLE LOCK ZEE-LOCK ROOF PANEL WITH (2) STIFFENING RIBS. 2. ALL DIMENSIONS SHALL BE FIELD VERIFIED PRIOR TO THE FABRICATION OF PANELS AND ASSOCIATED FLASHINGS. 3. POP RIVET AT FLASHING TO FLASHING CONDITIONS, #44 S.S. POP RIVETS, COLOR TO MATCH PANELS AND/OR FLASHINGS. 4. REFER TO FASTENER SHEET AND JOB SPECIFIC DETAILS FOR ALL FASTENERS AND SPACING INFORMATION. 5. PANEL FASTENING: CONT. ZEE RIB CLIP W/ (2) #12 TEK SCREWS EACH 18 GA. ZEE PURL IN. IS GA. ZEE PURL INS TO BE ANCHORED EX. CONC. ROOF W/ 1/4"40 TAPCONS, SEE ENGINEER'S CALCS. �o. SOME PANEL FLASHINGS TO BE 24 GA. GALVALUME AND ROOF EDGE 4 FASCIA FLASHINGS TO BE 24 GA. PREFINSIHED (KYNAR) STANDARD MFG COLOR TO BE SELECTED, REFER TO DETAILS P�3/m5/13 METAL SUBSTRATE "8 LOW PROFILE ZEE CLOSURES (4) / 16" PANEL (S.D.) DRILLER PT. EAVE E RAKE TRIM 12" CENTERS 1/2", 3/4" or I" FASCIA FLASHINGS 20" CENTERS FASTEN INTO METAL ROOF TO WALL TRIM 16" CENTERS CLEAT ATTACHMENT AS NOTED WOOD SUBSTRATE "10 LOW PROFILE ZEE CLOSURES (4) / 16" PANEL (S.P.) SHARP POINT EAVE i RAKE TRIM 12" CENTERS 9/16" 1" or 1 5/8" FASCIA FLASHINGS 20" CENTERS FASTEN INTO WOOD ROOF TO WALL TRIM 16" CENTERS CLEAT ATTACHMENT AS NOTED *8 TAPFAST I" or 1 1/2" GUTTER STRAPS 36" CENTERS W/ BONDED WASHER PARAPET/COPING 16" CENTERS EXPOSED FASTENER EXPOSED FASTENER 044 (3/16" x 1/6") S.S. RIDGE CAP FLASHING 32" CENTERS POP RIVET USED FOR HEADWALL FLASHING 32" CENTERS FLASHING TO FLASHING (2) PC. COUNTER TRIM 32" CENTERS CONNECTIONS CONNECTIONS 1/4"0 x 1 1/4" DRIVE PIN (2) PC. COUNTER TRIM 16" CENTERS or 3/16"0 x 7/8" DRIVE COPING CAP FLASHING 16" CENTERS PIN FOR MASONARY ROOF/WALL FLASHING USE 16" CENTERS NOTE: 1/4"0 x 1 1/4" TAPCON AT BRICK SURFACES 010 OR *12 TEK SCREW SUB FRAMING AS NOTED ON HWH, FOR ATTACHMENT SOFFIT ATTACHMENT DETAILS TO STEEL FRAMING BENT PL. ATTACHMENT NOTE: FOR ROOF PANEL ATTACHMENT FASTENER TYPE AND SPACING REFER TO ENGINEER'S CALCS. F,45TENEfR 5CHEDULE NOT TO SCALE ASHL ANID - ATL ANTIC SELF STORAGE 03/05/13 8 cn Cl) i �W \ cDZwz UvX wz0 UfL f(1cvQ JpU �p�N Z� Ud wwU (ao o `nQ `t LL �wLLI -7 zN`� Nuizd� z� }md aUO� I � U lnUQ �� Q 1L IL �m p u�i�>wu�.i � ? LL SSINVA m U Q N z --� 0Uw� w x°ow � ul (Y r U- w 0OL +-- >� o Lu �w w F~QQ Q �Q oM sLUD l�b� a' QuZw U1 n' ul >L NIL n ZQjL CD� O Nw Q �10DQ ^ V U r-m F- Ju QC Q n/ OL U z z X N F-w w (L 1� LL z 6 `v N 4- J) Qct � w �t Q b U > lu w= C14 NN= _ X U- F Jw co-Yo N N >N� - loo sof q�Vw U (YUz NmfL t>u� > NQ I Ql lov Uwz � QUz I mzIa- knw-jL I W � m 44z I I O Q w (LQ� E- c`vca zZOq� I w� �Wz � o > z zz wEQuj N Z O d) w U L Oz4 --j0z o 1 LL w UF co ►- QO IgQQwN � Iwo v l N U (L wz I � > _L z L �w z LU _U QN`r N > wQ�gU U3 U � Nc\v - ►_ f X LL -►� rL f--2 Nom —t z -'Z � � uzdu� O� QULw r — z0i O6Nz \ z> �� U f UNUQ I �0ly > I-- � 'Dp So13 w ww �Z NO I Q - co LL N I I I - I I I i I I i I" 24 GA. GALVLM. 24 GA. PREFIN. BERRIDGE ZEE- EAVE FLASHING 3.. LOCK ROOF CONT. ZEE RIB CLIP FASTEN WITH 0-8 PANEL W/ (2) 012 TEK SCREWS WAFERHD. 12" O/C 48" O/C MAX COLOR: S/8„ COLOR: 1/2„ FIELD BEND PANEL NEW ROOF END PITCH 1/4" in 12 MIN. 1 1/2" HIGH x 18 GA. EAVE PURLIN, FASTEN W/ TAPCON TO CONC. ll 24 GA. PREFIN. d ° O FASCIA TRIM EX. ROOF FINISH 4 4 4 4 LOW PROFILE AND GONG. HOLLOW v = FASTNR. 12" O/C CORE SLAB TO REMAIN COLOR: v 4 4 !n d 4 18 GA. ZEE PURLIN 4 v EXIST. ROOF TRIM 48" O/C CALL ZONES) a 4. TO REMAIN 4 TO BE FASTEN TO CONC. W/ ° 4 COVERED W/ NEW 1/4" TAPCON SCREWS ° 4 ROOF FLASHINGS 1 1/4" MIN, EMBEDMENT EX. CONC. 3 FASTEN 24" o/c ZONES a TIE BEAM v 1 14 2 and 20" o/c ,ZONE 3 4 44 _MIATCH RAKE 4 HEM LOW END 1/4"(0 TAPCON " 24'' O/C MAX v 4 4 4 v 4 v 'EXPANSION GAP': OF 4 4 4 STUCCO FINISH a 4 TO REMIAN PAN TO BE ENGAGED W/ v EAVE FLASHING WHEN v PANEL HAS EXPANDED ALL FLASHINGS TO HAVE 4" END LAP W/ (2) BEADS OF CONT. 91 CAULK AT LAPS 3 EAlVE/F,45C [A DETAIL SCALE. 3"=1' 45HLAND - ATLANTIG SELF STOfRAGE m3/05/13 CUT 4 FIELD COLOR: BEND PANEL 24 GA. PREFIN. 24 GA. GALVLM. END C� CLEATED RAKE BERRIDGE ZEE- POP RIVET FLASHING LOCK ROOF CAULK TAPE PANEL "10 LOW *8 x I" O > D. PROFILE 12 O/C 12" O/C - 5" Iv.LFASTENERF.) 1/2" 12" O/C I/2" IN HEM 24 GA. GALVLM. 18 GA. 5 J RAKE STARTER CONT. ZEE RIB CLIP BENT PL, W/ (2) *12 TEK SCREWS 2" 48" O/C MAX `n - RAKE DETAIL U1 WITH MIN. 1 1/2" 4 ZEE PURL IN > I/2" 3" - - - - _ ___- ___' -= J1 - - - Iw 24 GA I . PREFIN. FASCIA TRIM F LOW PROFILE 4 FASTNR. 12" O/C EX. ROOF FINISH v 4 4a 3" COLOR: AND CONC. HOLLOW 4 I" CORE SLAB TO v 4v REMAIN 4 4 HEM I EXIST. ROOF TRIM TO REMAIN 4 TO BE v 4 I COVERED W/ NEW IS GA. ZEE PURL IN 4 ° I ROOF FLASHINGS 48" O/C (ALL ZONES) 1/4"0 TAPCON ° FASTEN TO CONC. W/ 24" O/C MAX 4 1/4" TAPCON SCREWS 1 1/4" MIN. EMBEDMENT v FASTEN 24" o/c ZONES ° F — — — 14 2 and 20" o/c ZONE 3 4 u 4 v � 4 B/FASCIA ° 4 g LOW END EX. CONC. TIE BEAM a ALL FLASHINGS TOSTUCCO FINISH HAVE 4" END LAP W/ d ° TO REMIAN (2) BEADS OF CONT. 4 v 4 4 CAULK AT LAPS 4 . 4 ° 4A FRA<E/FASCIA DETAIL SCALE: 3"_1 _m» ASHLAND - ATLANTIC SELF STORAGaE r 03/05/13 4 5/8" 3/4" COLOR: 24 GA, GALVLM. 18 GA. BENT PL 3 24 GA. PREFIN. SAVE FLASHING BERRIDGE ZEE- FOR PANEL AND 5/8" I FASTEN WITH 08 LOCK ROOF TRIM ATTACHMENT WAFERHD, 12" O/C PANEL 1/2 CUT 4 FIELD BEND PANEL END 18 GA. 3/4" CONT. ZEE RIB CLIP BENT PL. HEM W/ (2) 012 TEK SCREWS IS GA ZEE PURL IN N 48 O/C MAX MIN 1 1/2" TALL and MAX 8" TALL, NEW q ROOF PITCH 1/4" in 12 i m 24 GA. PREFIN. F FASCIA TRIM LOW PROFILE FASTNR. 12" O/C COLOR: EX. ROOF FINISH 4 ° EXIST. ROOF TRIM AND CONC, HOLLOW TO REMAIN 4 TO BE CORE SLAB TO ° 4v 3" COVERED W/ NEW REMAIN a 4 v 4 1,. ROOF FLASHINGS 3/4" 18 GA. ZEE PURL IN 4 ° v HEM 48" O/C CALL ZONES) FASTEN TO CONC. W/ 1/4110 MAX 4 1/4" TAPCON SCREWS 24" O//CC MAX 1 1/4" MIN, EMBEDMENT FASTEN 24" o/c ZONES —� 14 2 and 20" o/c ZONE 3 ° d ° a a q FASCIA 4 OW _ EN EX. CONC. ,TIE BEAT-T a STUCCO FINISH ALL FLASHINGS TO 4 ° TO REMIAN NAVE 4" END LAP W/ ° v 4a (2) BEADS OF CONT, v 4 CAULK AT LAPS v 45 SLOFED RA<E/FASC I,4 SCALE: 3"=1'_0ll RD ASHLAND - ATLANTIG SELF 5TOf',4r E 03/05/13 CONT. ZEE RIB CLIP (4) 08 WAFERHEAD COLOR: W/ (2) 1*12 TEK SCREWS SCREWS/PANEL 48" O/C MAX 24 GA. PREFIN. POP RIVET, K CLEATED RAKE 24 GA. GALVLM. 32" RI FLASHING BERRIDGE ZEE- LOCK ROOF PANEL >i "10 LOW PROFILE HEM FASTENER - - — — — — — — — — — — � 1/2" 12" O/C L- - I I 5„ TOP OF 18 GA. NEW ROOF PURLIN MODIFIED PITCH 1/4" in 12 lid FOR HIGH EAVE 1 1/2" TRIM ATTACHMENT 24 GA. PREFINISHED = 5/8„ 2" 'Z' CLOSURE CUT TO FIT BETWEEN SEAMS Q 1/2" I I/2" SET ON TAPE SEALANT -q 24 GA. PREFIN. FASCIA TRIM c0 F LOW PROFILE _ FASTNR. 12" O/C 4 u COLOR: � I } I `Y' EXIST. ROOF TRIM TO REMAIN 8 TO BE COVERED W/ NEW ROOF FLASHINGS EX. ROOF FINISH ° -\ 3'• AND CONC. HOLLOW CORE SLAB TO3/4„ HATCH RAKE REMAIN 4 a HEM �' HIGH MAEND 4 4 8 Q 18 GA. ZEE PURLIN 48" O/C CALL ZONES) 1/4"(P TAPCON FASTEN TO CONC. W/ 24" O/C MAX 1/4" TAPCON SCREWS 4 a 4 1 1/4" MIN. EMBEDMENT 4 4 FASTEN 24" o/c ZONES a 4 STUCCO FINISH 18 2 and 20" o/c ZONE 3 ° TO REMIAN 4 4 EX. CONC. TIE BEAM 4 4 v 4 4 4 v ALL FLASHINGS TO a HAVE 4" END LAP W/ Q4 4 (2) BEADS OF CONT. Q4 CAULK AT LAPS 4 kHIGH 4 EAVE/FASCIA DET ' IL, SCALE: 3"=1'-0" ASHLAND - ATLANTIC SELF 5T0R AGE 03/05/13 1/2" F,ALLASHINGS TO HEM END LAP W/ 2"DS OF CONT, CAULK AT LAPS 1/2" HEM a O' 24 GA. GAL VLM. 3" a' COUNTER L FLASHING C N . 5 _ 3 1/2" j E T T T F AS - N 1/211 24 GA. GALVLM. ROOF M N KI K HEM TO WALL FLASHING 24 GA. GAL VLM. P O BERRIDGE ZEE- POP RIVET 24' O LOCK ROOF CAULK TAPE PANEL 08 x 1" WAFERHD. 12" O/C T FI L D E D CONT. ZEE RIB CLIP W/ (2) *12 TEK SCREWS 24 GA. GALVLM. J 48" O/C MAX RAKE STARTER 211 IS GA. ZEE PURL IN B W L MIN 1 1/2" TALL and 31 I MAX 8" TALL, NEW ROOF PITCH 1/4" in 12 EX. ROOF FINISH a4 4 4 AND CONC. HOLLOW 14 a CORE SLAB TO REMAIN ° 4 Q IS GA. ZEE PURL IN 4 48" O/C (ALL ZONES) ° d FASTEN TO CONC, W/ ° 1/4" TAPCON SCREWS a 1 1/4" MIN. EMBEDMENT ° Q FASTEN 24" o/c ZONES ° EX. CONC. I� 2 and 20" o/c ZONE 3 All TIE BEAM SCJ SIDEWALL FROOF TO WALL SCALE: 3"=1'-m" �D 45HL AND - ATLANTIC ANTIC SELF STCRAGE m3/m5/13 1/2" ALL FLASHINGS TO HEM HAVE 4" END LAP W/ 2" 24 GA. GALVLM. ROOF (2) BEADS OF CONT. TO WALL FLASHING L CAULK AT LAPS I" 24 GA. GAL VLM. ROOF TO WALL N O T• D OF FLASHING A A I G IG S l4) *8 WAFERHEAD 24 GA. CsALVLM, BERRIDGE ZEE- SCREWS/PANEL T C N LOCK ROOF POP RIVET, 4 / PANEL 32" O/C 311 3/4'' �.I HEM - - - - - - - - - - - - - - - - - - - - - - - � I E I 1 1/2" C E 4 C A 2 11 24 GA. GALvALUME 'Z' CLOSURE CUT TO 8 1 1/2" FIT BETWEEN SEAMS 7 SET ON TAPE SEALANT X Q B W L EX. ROOF FINISH °4 4 Q AND CONC. HOLLOW °4_ d CORE SLAB TO REMAIN ° ° 4 18 GA, ZEE PURL IN Q ° 4 . 48" O/C CALL ZONES) 4 FASTEN TO CONC. W/ d ° 1/4" TAPCON SCREWS 4 4 1 1/4" MIN. EMBEDMENT ° 4 FASTEN 24" o/c ZONES ld 2 and 20" o/c ZONE 3 I HEADWALL ROOF TO WALL SCALE: �D ASHLAND - ATL ANTIC. 5ELF 5TOfi�,4C E 03/03/13 m 0 m m p fall u`l wzLU Z _ cn Q Q W N I z 6 U D O O 0 ZQ N3uU ly Ow u p0 I �� O�nmo zz +- z(L O I 0-�Uz� �= m `n w`n Q 0-A I" ul q uj;t 61 - V UU1'1 Z� �N I NU ~ 0ZNN ,tt � m4 Z� I QONQU V LU i 0 N" = Q XLL Lu 0- i Q S3��trn I D O � LL:I (� �-- Iru OL v {� z X Q r- . 0- LIJ Z Q I D �) U Qzm �AC`n XQ QQQ NwLLL ��N I O LU N lL � CD w N I� 0 m I z= cn 0 13 I LLU- �aLu�i I OONZ wp4 I �0ffT m-1O XZOw wQUly ri'` r�� City of Atlantic Beach APPLICATION NUMBER S Building Department (To be assigned by the Building Department.) r 800 Seminole Road /3 _ L s� Atlantic Beach, Florida 32233-5445 6 Phone (904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: Z/---?Z 7 City web-site: hftp://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: U / f�"' 'C �V� • D ent review required Ye No BUildin Applicant: 4 �ST D It T 5 Tf A Planning &Zoning Tree Administrator Project: L12 422 7 j Public Works Public Utilities h Public Safety Fire Services Review fee $ Dept Signature' Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS I Reviewing Department First Review: proved. ❑Denied. (Circle one.) Comments: CBUILDIN_G__�) PLANNING ZONING PLANNING Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Deni d. 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