The URL can be used to link to this page

51 Pine St (vault) r� ��, .• CITY OF ATLANTIC BEACH f1 800 SENIINOLE ROAD J ,, ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00000726 Date 6/02/08 Property Address . . . . . . 51 PINE ST Application type description MECHANICAL ONLY Property Zoning . . . . . . . COMMERCIAL, GENERAL Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc INSTALL FIRE/SECURITY SYSTEM ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ PUOPOLO, JOSEPH & PAULA ATLANTIC COMPANIES, INC. 2446 SEMINOLE ROAD 1714 CESERY BLVD ATLANTIC BEACH, FL 32233 JACKSONVILLE FL 32211 ATLANTIC BEACH FL 32233 (904) 743-8444 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 11/29/08 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. SYSTEM SENSOR Selectable Output Horns, Strobes, and Horn/Strobes SpectrAlert*Advance selectable-output horns,strobes, and horn/strobes are rich with features guaranteed to ��"�� cut installation times and maximize profits. dh 12 X pp'yre The SpectrAlert Advance series of notification appliances is Features designed to simplify installations,with features such as plug in Electrically compatible with existing SpectrAlert products designs,instant feedback messages to ensure correct installation of .Automatic selection of 12-or 24-volt operation at 15 and 15/75 individual devices,and 11 field-selectable candela settings for wall candela and ceiling strobes and horn/strobes. •Plug-in design When installing Advance products,first attach a universal mounting Field selectable candela settings on wall and ceiling units:15,15/75, plate to a four-inch square,four-inch octagon or double-gang 30,75,95,110,115,135,150,177,185 junction box.The two-wire mounting plate attaches to a single-gang .Same mounting plate for wall-and ceiling-mount units junction box. •Shorting spring on mounting plate for continuity check before Next,connect the notification appliance circuit wiring to the SEMS installation terminals on the mounting plate. -Tamper resistant construction •Outdoor wall and ceiling products rated from—40"F to 151°F Finally,attach the horn,strobe or horn/strobe to the mounting plate .Design allows minimal intrusion into the back box by inserting the product's tabs in the mounting plate's grooves.The Horn rated at 88+dbA at 16 volts device will rotate into position,locking the product's pins into the mounting plate's terminals.The device will temporarily hold in place Rotary switch for horn tone and three volume selections with a catch until it is secured with a captured mounting screw. Outdoor products UL listed to UL 1638(strobe)and UL 464(horn) outdoor requirements The SpectrAlert Advance series includes outdoor notification .Outdoor products NEMA 4X rated appliances.Outdoor strobes and horn/strobes(two wire and four .Compatible with MDL sync module wire)are available for wall or ceiling.Outdoor horns are available for wall only.All System Sensor outdoor products are rated between minus 40 degrees Fahrenheit and 151 degrees Fahrenheit in wet or dry applications. Agency Listings PLASIGNALING mm 6S3 186(i Uuu I Les) »U1eSilBll�u:oo sln:b MAY q(� Q MEA 5 2008 approved hr LISTED APPROVED n3s-�ss321a9(horns.:h 54' n�m,�, 540121 3023572 MEA452-05-E 55512 53593 Cow �. SpectrAlert Advance Specifications ArchitectlEngineer Specifications General SpectrAlert Advance horns,strobes and horn/strobes shall mount to a standard 4 x 4 x 11/2-inch back box,4-inch octagon back box or double-gang back box.Two-wire products shall also mount to a single-gang 2 x 4 x 17/8-inch back box.A universal mounting plate shall be used for mounting ceiling and wall products.The notification appliance circuit wiring shall terminate at the universal mounting plate.Also,SpectrAlert Advance products,when used with the Sync-Circuit-Module accessory,shall be powered from a non-coded notification appliance circuit output and shall operate on a nominal 12 or 24 volts.When used with the Sync-Circuit Module,12-volt rated notification appliance circuit outputs shall operate between nine and 17.5 volts;24-volt rated notification appliance circuit outputs shall operate between 17 and 33 volts.Indoor SpectrAlert Advance products shall operate between 32 and 120 degrees Fahrenheit from a regulated DC,or full-wave rectified,unfiltered power supply.Strobes and horn/strobes shall have field-selectable candela settings including 15,15175,30, 75,95,1 10,1 15,135,150,177,185, Strobe The strobe shall be a System Sensor SpectrAlert Advance Model listed to UL 1971 and shall be approved for fire protective service.The strobe shall be wired as a primary-signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances,Flashing at 11 lz over the strobe's entire operating voltage range The strobe light shall consist of a xenon Flash tube and associated lens/reflector system. Horn/Strobe Combination The horn/strobe shall be a System Sensor SpectrAlert Advance Model listed to UL 1971 and UL 464 and shall be approved for fire protective service. The horn/strobe shall be wired as a primary-signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances,flashing at 1 Hz over the strobes entire operating voltage range.The strobe light shall consist of a xenon Flash tube and associated lens/reflector system.The horn shall have three audibility options and an option to switch between a temporal three-pattern and a non-temporal(continuou,) pattern.These options are set by a multiple position switch.On four-wire products,the strobe shall be powered independently of the sounder.The horn on horn/strobe models shall operate on a coded or non-coded power supply. Outdoor Products SpectrAlert Advance outdoor horns,strobes and horn/strobes shall be listed for outdoor use by UL and shall operate between minus 40 degrees and 151 degrees Fahrenheit.The products shall be listed for use with a System Sensor outdoor/weatherproof back box with half inch and three-fourths inch conduit entries. Synchronization Module The module shall be a System Sensor Sync-Circuit model MDL listed to UL 464 and shall be approved for fire protective service.I he module shall synchrunlze SpectrAlert strobes at 1 Hz and horns at temporal three.Also,while operating the strobes,the module shall silence the horns on horn/strobe models over a single pair of wires.The module shall mount to a 411,6 x 4"/16 x 21a-inch back box.The module shall also control two Style Y(class B)circuits or one Style Z (class A)circuit.The module shall synchronize multiple zones.Daisy chaining two or more synchronization modules together will synchronize all the zones they control.The module shall not operate on a coded power supply. Physical/Electrical Specifications Standard Operating Temperature 32°F to 120°F(0°C to 49°C) K Series Operating Temperature —407 to 151°F(-40°C to 66°C) Humidity Range 10 to 93%non-condensing(indoor products) Strobe Flash Rate 1 flash per second Nominal Voltage Regulated 12DC/FWR or regulated 24DC/FWR' Operating Voltage Rangel 8 to 17.5 V(12V nominal)or 16 to 33 V(24 nominal) Input terminal wire gauge 12 to 18 AWG Ceiling mount dimensions(including lens) 6.8"diameter x 2.5-high(173 mm diameter x 64 mm high) Wall mount dimensions(including lens) 5.61 x 4.7'W x 2.5"D(142 mm L x 119 mm W x 64 mm D) Horn dimensions 5.61 x 4.7 VV x 1.3"D(142 mm L x 119 mm W x 33 mm D) Wall-mount back box skirt dimensions(BBS-2,BBSW-2) S.91 x S.0"W x 2.2"D(I SI mm L x 128 mm W x 56 mm D) Ceiling-mount back box skirt dimensions(BBSC-2,BBSCW-2) 7.]"diameter x 2.25-high(180 mm diameter x 57 mm high) Wall-mount weatherproof back box dimensions(SA-WBB) 5.71 x 5.1"W x 2.0"D(145 rnrn L x 130 rnrn W x 51 rnrn D) Ceiling-mount weatherproof back box dimensions(SA-WBBC) 7.1"diameter x 2.0"high(180 mrn diameter x 51 rnrn high) Notes: 1.Full Wave Rectified(FWR)voltage is a non-regulated,time varying power source that is used on some power supply and panel outputs. 2.P,S,PC,and SC products will operate at 12 V nominal only for 15 and 15/75 cd. A05-0395-W4 UL Current Draw Data UL Max.Strobe Current Draw(rnA RMS) UL Max,Horn Current Draw(rnA RMS) 8-17.5 Volts 16-33 Volts 8-17.5 Volts 16-33 Volts Candela DC FWR DC FWR Sound Pattern dB DC FWR DC FWR Standard 15* 123 128 66 71 Temporal High 57 55 69 75 Candela Range 15/75* 142 148 77 81 Temporal Medium 44 49 58 69 30* NA NA 94 96 Temporal Low 38 44 44 48 75* NA NA 158 153 Non-temporal High 57 56 69 75 95* NA NA 181 176 Non-temporal Medium 42 50 60 fig 110 NA NA 202 195 Non-ternporal Low 41 44 50 50 115 NA NA 210 205 Coded High 57 55 69 /5 High 135 NA NA 228 207 Coded Medium 44 51 S6 69 Candela Range 150 NA NA 246 220 Coded Low 40 46 52 50 177 NA NA 281 251 185 NA NA 286 258 UIL Max.Current Draw(mA RMS),2-whre Horn/Strobe,Standard Candela Range(15-115 cd) 8-17.5 Volts 16-33 Volts DC Input 15 15/75 15 15/75 30 75 95 110 115 Temporal High 137 147 79 90 107 176 194 212 218 Temporal Medium 132 144 69 80 97 157 182 201 210 Temporal Low 132 143 66 77 93 154 179 198 207 Non-temporal High 141 152 91 100 116 176 201 221 229 Non-temporal Medium 133 145 75 85 102 163 187 207 216 Non-temporal Low 131 144 68 79 96 156 182 201 210 FWR Input Temporal High 136 155 88 97 112 168 190 210 218 Temporal Medium 129 152 78 88 103 160 184 202 206 Temporal Low 129 151 76 86 101 160 184 194 201 Non-temporal High 142 161 103 112 126 181 203 221 229 Non-temporal Mediurn 134 155 85 95 110 166 189 208 216 Non-ternporal Low 132 154 80 90 105 161 184 202 211 UIL Max.Current Draw(mA RMS),2-wire Horn/Strobe,High Candela Range(135-185 cd) 16-33 Volts 16-33 Volts DC Input 135 150 177 185 FWR Input 135 150 177 185 Temporal High 245 259 290 297 Temporal High 215 231 258 265 Temporal Medium 235 253 288 297 Temporal Medium 209 224 250 258 Temporal Low 232 251 282 292 Temporal Low 207 221 248 256 Non-temporal High 255 270 303 309 Non-temporal High 233 248 275 281 Non-temporal Medium 242 259 293 299 Non-temporal Medium 219 732 )6) )67 Non-temporal Low 238 254 291 295 Non-temporal Low 214 229 256 262 Candela Derating Horn Tones and Sound Output Data For K series products used at low temperatures,listed candela Horn and Horn/Strobe Output(dBA) ratings must be reduced in accordance with this table.Strobe Output(cd) 8-17.5 16-33 24 Volt Nominal Switch Volts Volts Reverberant Anechoic Listed Candela Candela rating at-40°F Position Sound Pattern dB DC FWR DC FWR DC FWR DC FWR 15 1 Temporal High 78 78 84 84 88 88 99 98 15/75 Do not use below 32°F ) Temporal Medium 74 74 80 80 86 86 96 96 30 3 Temporal Low 71 73 76 76 83 80 94 89 /S 44 4 Non-temporal High 82 82 88 88 93 92 00 100 95 70 5 Non-temporal Medium 78 78 85 85 90 90 98 98 110 110 6 Non-temporal Low 75 75 81 81 88 84 96 92 115 115 7t Coded High 82 82 88 88 93 92 101 101 135 135 8t Coded Medium 78 78 85 85 90 90 97 98 150 150 9t Coded Low 75 75 _81 81 88 85 96 92 177 177 tSettings 7,8,and 9 are not available on 2-wire horn/strobe. 185 185 AUS U391 U= i6 d "��l'I MODULA �b SLC U5111 � P rt.712 mercialFire Alarm Systems e 8CF Package includes... UL required reporting codes water flow alarm/restoral -water flow trouble/restoral • SG-P4004C red attack resistant enclosure - 2 wire smoke alarm/restoral -2 wire smoke trouble/restoral • SG-P4020CF main board with 16 UL/ULC Listed burglar - telephone line 1 failure/restoral -telephone line 2 failure/restoral or fire zones - ground fault alarm/restoral -battery trouble/restoral bell circuit trouble/restoral -AC line trouble/restoral • SG-P4700 Fire Module with two supervised telephone lines, periodic test transmission -periodic test transmission UL 1 smoke detector circuit, and 1 waterflow circuit [F] key alarm/restoral • SG-PRS40OF red 32 character liquid crystal display keypad with autoscroll display feature 700 Fire Module • transformer supplied : 16.5VAc,40VA one module allowed per P-16128CF system-includes • batteries required : two 12V,7Ah rechargeable gel-cell • one 2 wire Class B/Style B supervised smoke detector circuit - UL Listed EOLR-3, 220052 end-of-line resistor i, 8CF Main Board - compatible detectors: 30—Sentrol/ESL 429AT or 20—Falcon 525T - 10052 maximum loop resistance • 16 fully programmable supervised zones(EOL resistor) - 8.9 to 12.4Voc operating voltage range - programmable for double EOL resistors - SOmA maximum alarm current • programmable bell output to PC4700 fire module compatibility identifier: FM1 700mA @ 12Voc,fused @ 5A • one 4 wire Class D/Style D supervised waterflow circuit programmable as steady or pulsed for each zone 5 sensor maximum (NFPA 3-8-6-3) • 1.5A regulated power supply* waterflow contact: N/0, 8Voc nominal, 10OmA max. - 120mA @ 12Voc switched auxiliary power supply 1 fully programmable supervised bell output - separately fused for battery, bell output,and auxiliary power controlled by main bell output - provides electronic shutdown protection of the COMBUS - 700mA max @ 12VoC,fused @ 5A - provides supervision for loss of AC power, low battery, - bell supervision :Class B/Style Y indicating and electronic shutdown of modules UL Listed EOLR-3,220052 end-of-line resistor - internal clock locked to AC power frequency or optional crystal - controlled via the Main Bell Output on the P-16128CF time base - compatible horn :Wheelock Horn MT-12 or MT4-12 • programmable outputs dual supervised telephone lines - PGM :transistor switch sinks 3A to ground - with ability to switch between lines if one fails - switched auxiliary supply: 120m @ 12Voc • ground fault detection - 35 programmable output options • non-volatile RAM • service type:automatic, manual,sprinkler supervisory,waterflow - system does not loose codes, system status, or programming on ' signalling type : non coded y p g g complete system AC and battery failure 40mA nominal current draw - integral static lightning protection circuitry 4 wire communications bus(COMBUS) - connect modules up to 2,5O0ft(762m)from control panel when used with LINKS 2150,a separate power supply must be used for the bell(Fire-Lite FCPS-24F) ftdrw I Photoelectric-W (L3) TEM 1 1 , Models Available rrs` ,' i Two-Wire Models 2W-13 2-wire standard ,,►2WT-B 2-wire standard with thermal Four-Wire Models 6q 4W-13 4-wire standard 4WT-13 4-wire standard with thermal Accessories 2W-MOD2 2-wire loop test/maintenance module SENS-RDR Sensitivity reader � 74 RT Removal/replacement tool A77 AB2 Retrofit adapter bracket k t , 7 t 3 Product Overview Plug-in detector line—mounting base System Sensor's 131"series smoke detectors represent a significant advancement in included conventional detection. The i3 family is founded on three principles: Installation ease, Large wire entry port Intelligence, and Instant inspection. In-line terminals with SEMS screws Installation ease. The i; line redefines installation ease with its plug-in design. This allows an installer to pre-wire the bases included with the heads. The large Mounts to octagonal and single-gang wire entry port and in-line terminals provide ample room for neatly routing the backboxes, 4-square backboxes, or wiring inside the base. The base accommodates a variety of back box mount- direct to ceiling ing methods as well as direct mounting with drywall anchors. To complete the installation, i3 heads plug-in to the base with a simple Stop-Drop 'N Lock Stop-Drop 'N Lock'"attachment to base action. Removable detector cover and chamber Intelligence. i3 detectors offer a number of intelligent features to simplify for easy cleaning testing and maintenance. Drift compensation and smoothing algorithms are standard with the i3 line, to minimize nuisance alarms. When connected to the Built-in remote maintenance signaling 2W-MOD2 loop test/maintenance module, or a panel equipped with the i3 protocol, 2-wire i3 detectors are capable of generating a remote maintenance Drift compensation and smoothing signal when they are in need of cleaning. This signal is indicated via an LED algorithms located at the module and the panel. To read the sensitivity of i3 detectors, the Simplified sensitivity measurement SENS-RDR is a wireless device that displays the sensitivity in terms of percent per foot obscuration. Wide angle, dual color LED indication Instant inspection. The i3 series provides wide angle red and green LED indica- Loop testing via EZ Walk feature tors for instant inspection of the detector condition, indicating: normal standby, out-of-sensitivity, alarm, or freeze trouble conditions. When connected to the Built-in test switch 2W-MOD2 loop test/maintenance module or a panel with the i3 protocol, the EZ Walk loop test feature is available on 2-wire i3 detectors. This feature verifies the initiating loop wiring by providing LED status indication at each MEA MSFM LISTED approved approved detector. 5911 3011446 7272-1209:210 290-01-E 2093 June 30,2000 DF-52004 F-050 • Fire•LIMALarms BG-12 Series Manual Fire Alarm Pull Stations www.firelite.com Section: Conventional Initiating Devices GENERAL The Fire-Lite BG-12 Series is a cost-effective, feature- packed, non-coded series of manual fire alarm pull sta- California tions. It was designed to meet multiple applications with u State Fire the installer and end-user in mind. The BG-12 Series fea- `' o ',,, US �_ Marshal tures a variety of models including single-and dual-action 7150-0075:184 exceptBG-12L versions. LISTED (except BG-12L08) The BG-12 Series provides Fire-Lite Fire Alarm Control S711 Panels(FACPs),as well as other manufacturers'controls, M with a manual alarm initiating input signal. Its innovative design, durable construction, and multiple mounting op- tions make the BG-12 Series simple to install, maintain, APPROVED and operate. FEATURES _.. . ... • Aesthetically pleasing, highly visible design/color. • Attractive contoured shape with light textured finish. • Meets ADA 5 Ib. maximum pull-force. • Meets UL 38, Standard for Manually Actuated Signaling Boxes. • Easily operated (single-or dual-action),yet designed to prevent false alarms when bumped, shaken, or jarred. PUSH IN • PUSH IN/PULL DOWN handle latches in the down posiPULL DOWN t - tion to clearly indicate the station has been operated. $ N • The word"ACTIVATED"appears on the top of the handle in bright yellow, further indicating operation of the sta- tion. • Operation handle features white arrows showing basic operation direction, for non-English-speaking persons. • Braille text included in finger-hold area of operation handle and across top of handle. • Multiple hex- and key-lock models available. • U.S. patent-pending hex-lock needs only a quarter-turn _ _... to lock/unlock. - • Station can be opened for inspection and maintenance without initiating an alarm. • Switch contacts are normally open. • Product ID label viewable by simply opening the cover; • Can be surface (with SB-10) or semi-flush mounted. label is made of a durable long-life material. Semi-flush mount to a standard single-gang, double- • The words"NORMAL"and"ACTIVATED"are molded into gang, or 4" (10.16 cm) square electrical box. the plastic adjacent to the alarm switch (located inside). • Backplate is large enough to overlap a single-gang • Four-position terminal strip molded into backplate. backbox cutout by up to 1/2" (12.7 mm). • Terminal strip includes Phillips combination-head cap- • Optional trim ring (BG-TR). tive 8/32 screws for easy connection to Initiating Device • Spanish version (FUEGO) available (BG-12LSP). Circuit (IDC). • Designed to replace the popular BG-10 Series. • Terminal screws backed-out at factory and shipped ready • Models packaged in attractive, clear plastic (PVC), to accept field wiring (up to 12 AWG/3.25 mm2). clamshell-style, Point-of-Purchase packages. Packag- • Terminal numbers are molded into the backplate, elimi- ing includes a cutaway dust/paint cover in shape of pull nating the need for labels. station. This document is not intended to be used for installation purposes. We try to keep our IS09001 product information up-to-date and accurate. We cannot cover all specific applica- tions or anticipate all requirements. All specifications are subject to change without notice. For more information,contact Fire-Lite Alarms,One Fire-Lite Place,Northford, - Connecticut 06472. Phone: (800)627-3473, Toll Free FAX: (877)699-4105, FAX ENGINE EKING 8 NIANUFACIIVAIN6 Back: 888 388-3299. Made in the U.S.A. DF-52004— Page 1 of 2 Battery Calculations MODEL I DSC 16128 Devices anity Model# rS Qu— tand-by Alarm (Total Stby Notal Alarm - - — - F A C P 1 DSC 16128 25 8�0� 25 80 -— -- -- - ---- -- -_ -- - - --- - Annunciator 1 PC-4521 25 40 25 40 Pull Station 41 BG-12 01 0 0 0 r --- _ � - ' Speaker/Strobes l; ---- SP2C241575{i -- -_ _-.O -__ _77_- _ - 0 0 t 1 Horn/Strobes 7 BK-P2 R 0 201 0 1407 - Fire Hoon 0- -- - ------ - BK-H -- - 0 86 ---- - - 1 --- -- r - -- - - - 0 Fire Horn 0 - - -- , 0j__ 96 0 288 - Y - Strobe Only 3 BK-SRI _. Smoke Beam 0--- - ---� Beam 1224S' 17 39 0--- - - -- -- _ - - - 0- Smoke Detector j 8 2WTA-B 50II 130 400 1040 Vo - - -t - -- -- ------ {--_. t - - - - - - Voice Evax 0 Evax 25 0 0 O i 0 DuctDetect ! 0 DH100/ACI-P�- 60I 139 0; 0 - -_ -- -- --- ----- - -- - - - --- - - I Heat Detector 1 ED-281-BPL -` _ _0 _ - 0 0 0 Flow/Tamper 0 0, 01 01 0, Total Standby - - _ 0.45:i Total Alarm 79.32( 2.855 I � Battery required With derating Factor 1.2 6.61 .Batteries to be�supplled,for.this installation Supply 1-12 Amp Hour 'Batteries Job Name. [Puopolo Description Monitired Fire Alarm System - - - Puopolo Office Bldg 210 Pine St __71� Atlantic Beach, FL 32233 Formula : Total standby plus the total alarm X 24 Hrs X .084 X 1.2 derate factor equals load requirement �. T5, _._..__.------------ ......... r City of Atlantic Beach APPLICATION NUMBER ` Building Department (To be assigned by the Building Department.) 800 Seminole Road j � Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: t Cq City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: Q�',..� p �,P,e� Department review required Yes No _ 1 r 1. Building Planning &Zoning tr Applicant: C Public Works t_-- Cl.ttr t ,.'I.. ,Public.Utilities Project: Public Safety V Fire Services rf V ifwycf . •F , Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B 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: APPLJCATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING PUBLIC WORKS Reviewed by: � Date: 5--30-0 PUBLIC UTILITIES Second Review: ❑Approved as revised. ❑Denied. Comments: PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 08- � 1 n .V OFFICE:(904)247-5826 0 FAX NO.:(904)247-5845 eh ��IY"N BUILDING-DEPT@COAB.US ==i MECHANICAL PERMIT APPLICATION DUVAL COUNTY gNO ❑Y S PERMIT#: 5 z5 -ds =5.4.NAME: F DIFFERENT FROM JOB ADDRESS: 6.PHONE: Po o y , r a: ;m„ m. �..7.NAME OF COMPANY: : IN VI) 9.STATE OF FLORIDA LICENSE NO: 0.CELLEFIp05�`9 1 - 11.F 0 - 420Q 12.EMAIL ADPR Jv� If 13.OFFICE I1F�Py_N_E� ` � �`�� 14. V '-'llsCsJ'I,(,�Ne7 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify 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 period of six(6)months at any time after work is commenced. CONTRACTORS SIGNATURE: NEW INSTALLATION EW ❑RESIDENTIAL 06 FLORIDA BUILDING CODE- 13 REPLACEMENT OF EXISTING SYSTEM ❑EXISTING I�COMMERCIAL MECHANICAL ❑ALTERATION/ADDITION TO EXIST SYSTEM / , ❑REPAIR ❑OTHER 19.HEAT: ❑SPACE ❑ RECESSED ❑CENTRAL ❑FLOOR BURNERS: 20.AIR CONDITIONING: ❑ ROOM ❑CENTRAL 21.DUCT SYSTEM: MATERIAL: THICKNESS: MAX CAPACITY: Cfm 22.REFRIGERATION: MAX CAPACITY: cfm 23.COOLING TOWER: CAPACITY: gpm 24.FIRE SPRINKLER: NUMBER OF HEADS: 25.LIFT SYSTEM: ELEVATOR: MANLIFT: ESCALATOR: AUTOLIFT: 26.COMMERCIAL HOOD NUMBER: 27.FIREPLACE: PREFABRICATED: MASONRY: 28.IRRIGATION: ❑ PUMP ❑WELL ❑ PIPING 29.GAS PIPING: #OF OUTLETS: ❑GAS AHU: ❑GAS WATER HEATER: 30.OTHER-SPECIFY: , ' A SOLAR HEATING, BOILERS,UNFIRED S�- ti,� /�C. R(K—M St j S7� PRESSURE VESSEL,HEAT EXCHANGER OR COIL IN DUCTS ETC. VALUE FOR OTHER ITEMS: NUMBER 7AGENCY OF UNITS DESCRIPTION 7MODEL# MANUFACTURER TONS 419 APPROVING OF UNITS DESCRIPTION MODEL# MANUFACTURER BTU AGENCY o� NUMBER GALLONS CONTAINED MANUFACTURER SERIAL# AGENCY COAB FORM BLDG04:REVISED:1/10/2008 J� ts City of Atlantic Beach Building Department g p i Certificate of Occupancy This Certificate issued pursuant to the requirements of Section 110.2 of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Date: September 5, 2008 Contractor: Signature Homes and Development Address: 51 Pine Street, Atlantic Beach, Fl 32233 Construction Type: Commercial Occupancy Class: Group B Permit Number: 07-1367 MICHAEL ORVIdN BUILDING OFFICIAL :3 rr City of Atlantic Beach • 800 Seminole Road •Atlantic Beach,Florida 32233 Phone: (904)247-5800 - Fax: (904)247-5805 - http://www.coab.us ORDER of the Community Development Board for the City of Atlantic Beach, Florida APPLICANT: Peter Coalson(on behalf of Joe and Paula Puopolo) 1825 North Third Street Jacksonville Beach, Florida 32250 FILE NUMBER: ZVAR-2007-02 DATE OF HEARING: January 16, 2007 ORDER GRANTING VARIANCE The above referenced Applicant requested a Variance to reduce the dimension of parking space sizes from 10-feet by 20-feet to 9-feet by 18-feet to serve a proposed new development at the southeast corner of Sturdivant Avenue and Pine Street. (Saltair, Section 1, Lot 800) On, January 16, 2007, said request was considered at a public hearing by the Community Development Board for the City of Atlantic Beach. Having considered the application, supporting documents and comments by the Applicant, the Community Development Board, approved the request, finding this request to be consistent with Chapter 24-64 of the Land Development Regulations. NOW THEREFORE,the Community Development Board hereby GRANTS this request to reduce the dimension of parking space sizes from 10-feet by 20-feet to 9-feet by 18-feet for serve a new development at the southeast corner of Sturdivant Avenue and Pine Street. (Saltair,Section 1,Lot 800) DATED THIS DAY OF -' 2007. The undersigned certifies that the above Order of the Community Development Board is a true and correct rendition of the Order adopted by said Board as the same appears in the record of the Community Development Board minutes. Community Development Director CITY OF ATLANTIC BEACH PERMIT SJ BUILDING / ZONU14G DEPARTMENT APPLICATION # 800 Seminole Road / /f Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us f 191-1 � .r, APPLICATION TRACKING FORM �� •, RE IRED DEPT: N PLANNING Property Address: 4 j✓Gc r� �Y •✓T �Y� N BUILDING C___ =Y N PUBLIC WORKS AppReant: //��L�a/�i (.nT�(� �� 0Y N PUBLIC UTILITIES N FIRE DEPT. Project: !i Y N PUBLIC SAFETY �pmin�rG%�f -1�7G� w APPROVAL 00 REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE: Z LU Y N D.E.P HUFSTETLER ¢� � ~Oa Y N S.J.R.W.M. CARPER _ Y N ARMY CORPS of ENG CARPER Y N HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDIDIG DA AP REVI ED BY: IAL: DATE: n 1ST REV ® �(� i b—3'v PLANNING ® ® 2ND REV BUILDING PUBLi2 WORKS ILI 1\ PUBIC T ITI FIRE DEPT. PUBLIC SAFETY ® ® 3RD REV Return this form to the Building Department once you have entered your comments into the AS400. BP255UO2 CITY OF ATLANTIC BEACH 10/08/07 Application Tracking Action Log Maintenance 11 : 03 : 21 Application number . . . . . : 07 00001367 Application type . . . . . . : SINGLE FAMILY RESIDENCE Address . . . . . . . : 590 STURDIVANT AVE Revision/Path/Step/Seq/Agency: A 01 00 PLANNING & ZONING Type information, press Enter. Action date . . . . . . . . 100807 Action by (F4) . . . . . . SD Action code (F4) . . . . . AP Time spent (hours) . . . . . 00 Correction report item . . N Y=Yes, N=No 1=Add new comment 2=Change comment 4=Delete comment Opt Seq Comments Print 1 . 00 Landscape plan must be submitted, approved and installed Y 2 . 00 prior to issuance of Certificate of Occupancy. — _ _ 3 . 00 — _ 4 . 00 — _ 5 . 00 — F3=Exit F4=Prompt F9=Add standard comment F10=Force step complete F12=Cancel F21=User defaults CITE' OF ATLANTIC BEACH PERMIT BUILDING / ZONEG DEPARTMENT APPLICATION# 800 Seminole Road Atlantic Beach,Florida 32233 ,1 (904)247-5500 (904)247-5845 Fax www.coab.us APPLICATION TRACKING FORM RE.CHIRED DEPT: N PLANNING Property Address: ��4 ��cr� Y.9�✓?" Yg z N BUILDING �,y Q = Y N PUBLIC WORKS Appficant° `�'�� `'� �C ox 0 Y N PUBLIC UTILITIES N FIRE DEPT. Project: L D, Y N PUBLIC SAFETY Gv�k1 �f�2 w�� arJ1►�Wr' �o�t' Cl) APPROVAL U o REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE: Z a Y N D.E.P HUFSTETLER Y N S,J.R.W.M. CARPER Y N ARMY CORPS of ENG CARPER 0 Y N HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDING DA AP REVIEWED BY: INITIAL: DATE: ® I ® I 1ST CANNING ® ® 2ND BU NG REV PUBLIC WORKS PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY ® ® 3RD REV Return this form to the Building Department once you have entered your comments into the AS400. Permit number Tax Folio number NOTICE OF COMMENCEMENT STATE OF FLORIDA COUNTY OF DUVAL THE 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. Description of property. e A42 i , lk (� 2. General description of improvements: 3. Owner information: a. N ed Address: b. Interest in prop rty: rF!E r s\ c. Name and address of fee simple titleholder(other than owner): a 4. Contractor's name and address: Ca NA—,S:^✓ L , s;4 4`�' /j/6! a. Phone number: = ' ��/Z41 b. Fax number: �Q 5. Surety information: a. Name and address: b. Phone number: c. Fax number: d. Amount of bond: 6. Lender's name and address: WA 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: _ Ok- a. Phone number: b. Fax number: 8. In addition to himself/herself,owner designates 0 1 Ar of to receive a copy of the Lienor's Notice as provided in Section 713.12(1)(b), Florida Statutes. 9. Expiration date of Notice of Commencement (the expiration date is one (1) year from the date of Recording unle a different date is pecified) Signature of Owner: Sworn to and subscribed before me this © day of 20-dq� _. Notary: Known ; ��v* wstir+eaoo► o wn personally/ .shown: '�aWOOD WNU F10fW� AN11..MIC My commission expires: Doc#2007259117,OR BK 14132 Page 104, Number Pages:1 Filed&Recorded 08110(2007 at 03:37 PM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING$10.00 �SDe—c i—ri c—at—io-n-i Revisia Division 1.General Requirements ince.' A Contract:Construction Contract will be provided by a Florida Llscense BWkNng Contractor.AN Sheet At-Index,General Notes A SpscMcallores, permits will be provided and hes paid by General Contractor or his Sub Contractors. She Plan Division 2.Silework:See She Maintenance and Drainage Man Sheat A2-Foundation Fluor Plan. Division 3.Concrete:Ch.18 FOC Sections 1806-1608 Sheet N-Fkal Floor Plan,Second Floor Plan Division 4.Masonry:Ch 21 F13C Section 21034104&2112 Sheet Al,-Cross Settlors 8 Details Division I.Metals:MlsceOanec us metal work shall conform to RISC speehkst ons Sheet AS-Elevations DhA.bn 8.Wood and Plastics A Gr"byMood Framing:AN wood shurtural members shag be No dried southern yellow Sheat Sl-S4-Structural Engineering Sheets - pbe,or an approved equal,burning Die stamp of toe grading agency.Provide the following sites m grades: ShM Mt-M-MEP sheets O Grade Fir Fv Fc E Studs Constriction 1000 100 1100 1,400,000 Joists 62 1400 80 1000 1,600,000 G%j LL Po to Offices: rn Except as otherain shown on On vi gs the minYaen naYblg requirements are ast fog in table eWMiig Use O111ee 5-2-6 eel dangers of framing angles of line appropriate size horizontal Florida Building Code.Villnere lead capaWr see Drawings for bannson enter,ports,use approved Building m m and tie specifications.Sea.11-hro ant H for design proses regokements. Occupancy sualneas Groups O m Division 8.Openings Consinelion Type VA O m A Door Hardware:Levenah,meet ANSI A150 2 series 4000 Grade standasrds and mase than hiffdl oOj Z.> ADA requirements.The ANSI Series 40000 standard exceeds 400,000 op.."cyclesboot Closers mrs meet ANSI Floor A . 3214 S.F. tg Q C Grade t A454A standards.Manufacb0er used Is S.Praiser or equal O u]0 1.Malec F.SI-71161112911) stake 2.Model M SLTUOP26O Division S.Finishes Doors 30" m. -- AGrys rn Drywall: 11tegWar Gyps a WWDoard:ASTM C36 regain, Max Tavel M. D' 2.Wats sdatant gypaun Doard:ASTM CSJO 3.1 Hoa Con rmucton Mlnkman Owupanq 32 D.Paled:Schirmer Moen, urdedor Palm Systems: General Notes A Flat Late:Finish:AN arses hat otherwise specified,Provide FM Coast Primer,manufactured by 3D View @ 1/8"=1'Scale US Gypsum Second and Third Goats Ultra Nide UN 7700 serie.Laled R&L AN wort to com"wth: B.Sag glos Ifmsh:First cwt MM 400 alkyd s anal underbody second and third wets#YH 0000 Building Code--FOC 20"w12006 Revision ti Series turns Wide Sene 4floss seemed. National Electrical Code-2002 an C.Woed Pantsd:Wood doors,trim,mMwork and at other Interior wood Latex Sem9-01loss. MiaribI g Code-----2006 cn O HVAC Cods 2008p m Florida Fire prevention Cade--2001 Na0and Fife Adams Code NFPA 7242 U= m0 co O p m Q)N SR Fenn DataC --TF:, 1 low I M Fen I aria I tie s. v I C I v Fmiceeair. _4 I i as E I I 1 r caro e w ® ® "` j® o Dunrpale nsf attar Pa / L HI I _O 1 � s 1 I j ------ ase Pav I r—^^ C Pine Sir smO&F. c".wys:, osF. = \Gas Pavers w1h 1r Grave/sed Beneath 3D View@ 1/8rr 1'ScaleCL I — �— ----- --------------- Site Plan @ 1/8"= V Scale Drawn E vdN. Bm «s Silt Fence Detail rn L L O O ILL0 R.b-ge Wall Sxron U .11 36"Silt Fence- -T --- i OMmLO N Trench Z 5; N O Q O M C j CO) O 00 U ----, --------------------------------- — —� U Co Rely-r Pond Wap n.� 63'$ �._5. / I 61ae1 4-717 n6a� ilt Fenc aterial I Stora e < 6E I tq § First Floor Offices .N Grass i d aver N ( � M I J 1 4r N y.' > cv I > _ 3'S ( O M Toilet ( ., 1 �^ Sand Laid Brick Sidewalk 0 CO U- 12"Curb — — — — — — 9'F — — — — — — — ,r U ster T �� m Dum / p a 0 <L onstruction Parkin Compact H/C/ I gA rass Pavers I Date: Pine Street otCoverage:5o00S.F. oncrete Coverage:1961 S.F. 9/24/200 overage Percent:39% Grass Pavers with 12"Gravel Bed Beneath 3ross Heated Area:3273 S.F. — — — — — — — — arking Places Required:9 C.F. R.etainage Required:406 C.F. Page: Site Mangement Plan Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: d F_ Contractor Name: M Permit #: 1 Property Address: 79�� Legal Description: Improvements to the above-described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: ❑ Single-Family Residence CCommercial ❑ Other: Lowest Floor Elevation: Required As Built FFE The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire I �4 AA- Public Warks Public Utilities Building PlanningI►A iQ-, Fina y with FFE V Yes No 1� - nspect Fees Paid Les o Termite Treatment yes No CITY OF ATLANTIC BEACH S y�1 PERMIT CALCULATION SHEET JSi1 f % s) u"69 Date: L0- 3- 0-7 Address SPECIAL NOTES WATER IMPACT FEE $ SEWER IMPACT FEE $ �� O WATER METER/TAP $ CAPITAL IMPROVEMENT$ Sr o� / SEWER TAP $ �U SECTION H PAVING ( ) $ {� CROSS CONNECTION $ OTHER $ GRAND TOTAL $ WATER IMPACT FEE WORKSHEET ADDRESS: 1 520 tX E UNIT FIXTURE TYPE S LOAD RMIRES UNITS Automabc dothes washers, commercial 3 Automatic�dbtheswasheis, residential 2 Bathroom group consisting of water doset lavatory, Bidet, and bathtub or shower 6 Bathtub (with or without overread shower or whirlpool attachments 2 Bidet 2 Combination sink and tray 2 ' Dental layatory1 Dishwashing machine, domestic 2 DhnXrng founlalrvicamaker Floor drains 2 Hose bib . 66E en sink, domestic 2 Kitchen.sink, dourest wfth food waste grinder and/or dishwasher 2 Lan I dry tray 1 or 2 compartments) 2 Lavalo 1 � 3 I Shower com art- en domestic 2 / Sink 2 (p Urinal 4 Unna[, 1 gallon r tush or less' ' �1 2 Wash sink circuiar or multi le each set of faucets 2 WatBr cicL e Aushometar lank, btic or prtvate 4 Water closa� PriYaL8 Installation 4 Water closet pubtic bstaliabon 6 3 �� TOTAL NUMBER OF UTATS� MUL-nPUED X 20 TOTAL$ Q sraham Shirley MMVANMMWA� From: Carper, Rick Sent: Friday, September 05,2008 2:35 PM To: Graham Shirley Cc: Deming, James; Hall, Erika Subject: RE: 51 Pine Street Probably not—I did look at it yesterday, without plans in hand, and noted there is no system to route the roof runoff into the designed on-site storage area (gutters?) and that they did not use the grasspave pavers that were in the original approved plan. Also, the planted oak tree is not the 4" minimum size required (not a PW comment,just left over from my time with the tree board). Rick From: Graham Shirley Sent: Friday, September 05, 20081:19 PM To: Carper, Rick Cc: Deming,James Subject., 51 Pine Street Will this be inspected today for the CO? Thanks Shirley H] 11.1O.11!'f,r�':�`'./�: r;N,M ei,1 1//,,. if) biir dc'imdf liii1i ha(km,r ClIc BUILDING '04 Florida Building Code 106,1.5.1 Material Specifications incomplete X Typical wall section is not detailed enough:all insulation requirements.ventilation requirements.up- lift connections. soil compaction and termite treatment.vapor barrier, etc.Also can not use'/ gyp bd on ceilings with 24"o.c. spans. Also sacs"see attached fire«wall schedule'—not provided. Y Finished floor elevation,bearing heights,heighest point of roof not indicated on elevations. x Window and door requirements not detailed:flashing and waterproofing details,Forida product approval.wind-borne debris protection etc. 106.1.1.2.1 Roof assemblies not detailed:roof system. materials,fastening requirements.flashing requirements.wind resistance rating,product approval.evaluation and 'installation instructions T601 Submit details showing compliance v,ith Construction Type: VA x Provide UL#'s and specifications sheets for all"rated assemblies X Provide penetration protectives for all penetrations into rated assemblies. x Draftstopping requirements for floor and roof not indicated ELECTRIC Code: 2005 NEC Page A 1,General Notes;Change to'05 NEC PLUMBING Code: 2004 Plumbing x Page P1,Water Heater detail not readable MECHANICAL Code: 2004 Mechanical X Energy Calculations not provided X Fire dampers to be located X A/C Compressors to be located on site plan OTHER X Tree removal affidavit or site clearing permit required END COMMENTS f%Rf " Jacksonville Fire and Rescue Department ONY gfs�U� FIRE PREVENTION DIVISION v NVt1.�� m VO � PROJECT NAME: ADDRESS: S ( O �� l►�vl-It/t�./Z REVIEWED BY: �` (fit (255-8320) DATE: l 6V 4 6 V 7 After initial review, the following exceptions were noted in your construction plans submitted to this office as part of the building/mechanical permit process: i 2.) W ILIK& Z !Ar! /n ,6lGl�'C 3•) f// -� r'-e &1 /`lGJ �l Pte' 4.) — DOr' Gt Sl -G c� l�C �-fl� en r- nDV hW�c rr� 7.Y ,.�. O Ed Ball BU ding 214 N. No-an Street,2nd Floor Jacksonville, FL 32202 Phone: ;904; 255-8320 Fax: 1,904; 255 b359 V#SJ CoM- ISED lson Contracting 7-0330 r i I (8 id Price !w I Designer: Ron Berlin SEALS Manning Building Supplies Job: Jacksonville,Florida 32256 jaxtruss@mbs-corp.com Date: 8/10/2007 P Phone:(904)268-8225 ' Fax:(904)260-2981 Iopulo Project Del.Date: Lot 800 Pine Atlantic Bch FL Cover Sheet i Truss Level ROOF Aproud Penner ofWooffruss A�p�nEnpneered N.ded.,In. Qty Span Description Pitch OHL TC Size Truss O/A Height Weight TC/BC OHR BC Size Ext.Weight 1 30-00-00 T1 Flat Girder 2ply 0.25/0 00-00-00 2x4 01=11-12 783.5 LB 00-00.00 2x6 783.5 LB 35 30-00-00 T2 Flat 0.25/0 00-00-00 2x4 01-11-12 184.7 LB 00-00-00 2x6 6463.9 LB 2 30-00.00 T3 Girder 2 ply 0.25/0 00-00-00 2x4 01-11-12 738.7 LB 00-00-00 2x6 1477.5 LB 1 30-00-00 T4 Flat Girder 0.25/0 00-00-00 2x4 01-11-12 190.3 LB 00-00-00 2x6 190.3 LB 0 23-00-00 T5 Flat Girder 0.25/0 00-00.00 2x4 00-00-00 0;0 LB: 00-00-00 2x6 04 LB 4 23-00-00 T6 Flat 0.25/0 00-00-00 2x4 01-11-12 145.5 LB 00-00-00 2x6 582.0 LB 1 23-00-00 T6a- Fiat 0.25,/0 00-00-00 2x4 01-11-12 148.3 LB° 00-00-00` 2x6 1483 LB 16 03-00-00 T7 Flat 0.25/0 00-00-00 2x4 01-08-12 25.2 LB 00-00-00 2x6 402.9 LB 0 03-00-00 T7 Flat (alt Brg) 0.2510 00-00-00 2x4 00.00-00 0.0 LB 00-00-00 2x6 0.0 LB` 0 03-00-00 T7 Flat (alt Load for m 0.25/0 00-00-00 2x4 00-00-00 0.0 LB 00-00-00 2x6 0.0 LB 2 03-00-00 T7a Fiat 0.25/0 00-00-00 2x4 01-10-08 25.2 LB' 00-00-00 2x6 50.4 LB MR 0 03-00-00 T7a Flat (alt Brg) 0.25/0 00-00-00 2x4 00-00-00 0.0 LB 00-00-00 2x6 0.0 LB 2 11-00-00 T8 TSB Flat Girder 0/0 00-00-00 2x4 01-08-12 70.0 LB 00-00-00 2x6 139.9 LB 1 03-00-00 T8a TSB Flat 0/0 00-00-00 2x4 01-08-12 25.2 LB 00-00-00 2x6 25.2 LB 1 03-08-00 T8b TSB Flat Girder 0/0 00-00-00 2x4 01-08-12 25.2 LB 00-00-00 2x6 25.2 LB 2 11-00-00 T9 5'SB Flat 0/0 00-00-00 2x4 01-09-04 67.2 LB go 00-00-00 2x6 134.3 LB HomeBASE by Alpine Engineered Products,Inc. Page 1 of 2 Qty Span Description Pitch OHL TC Size Truss 0/A Height Weight TC/BC OHR BC Size Ext.Weight 1 03-00-00 T9a 5'SB Flat 0/0 00-00-00 2x4 01-09-04 25.2 LB 00-00-00 2x6 25.2 LB 1 03-08-00 T9b 5'SB Flat 0/0 00-00-00 2x4 01-09-04 25.2 LB 00-00-00 2x6 25.2 LB 2 11-00-00 T10 TSB Flat 0/0 00-00-00 2x4 01-09-12 67.2 LB 00-00-00 2x6 134.3 LB 1 03-00-00 T10a 7'SB Flat 0/0 00-00-00 2x4 01-09-12 25.2 LB 00-00-00 2x6 25.2 LB -- 1 03-08-00 T10b Flat Girder 0/0 00-00-00 2x4 01-09-11 25.2 LB 00-00-00 2x6 25.2 LB 2 11-00-00 T11 9'SB Flat 0/0 00-00-00 2x4 01-10-04 67.2 LB 00-00-00 2x6 134.3 LB 1 03-00-00 T1 la 9SB Flat 0/0 00-00-00 2x4 01-10-04 25.2 LB 00-00-00 2x6 25.2 LB 1 03-00-00 T11b Flat Girder 0/0, 00-00-00 2x4 01-10-08 25.2 LB 00-00-00 2x6 25:2 LB 2 11-00-00 T12 11'SB Flat 0/0 00-00-00 2x4 01-10-12 67.2 LB 00-00-00 2x6 134.3 LB 4 2 03-00-00 T12a 11'S13 Flat 01/0, 00-00-00 2x4 01-10-12 25.2 LB 00.00.00 2x6 50.4"LB-' 2 11-00-00 T13 13'SB Flat 0/0 00-00-00 2x4 01-11-04 67.2 LB 00-00-00 2x6 134.3 LB 2 03-00-00 T13a 13'SB Flat 0/0 00-00=00 2x4 01-11-04 25.2 LB 00-00-00 2x6 50:4 LB 1 11-00-00 T14 14'11"4SB Flat 0/0 00-00-00 2x4 01-11-12 67.2 LB 00-00-00 2x6 67.2 LB 1 03-00-00 T14a 14'11 4613Flat 010 00-00=00 2x4 01-11-12 25.2 LB ' 00-00-00 2x6 25.2'LB • Qty Description 45 A-HTU26 Trusses: 91 Hangers: 45 Jacks: 0 Beams: 0 Piggy Backs; 0 I-Joist: 0 Total Trusses in Package: 91 Rim Board: 0 _--- ---- - - _ -- ------- ------- - --- -- - -- --- _ IIomeBASE by Alpine Engineered Products,---Ina- Page Z Of 2 r�ap�a�es311prevrouseo►ua 9/7/2006PRODUCTS HARDWARE SCHEDULE 2006 REACTIONS PLATE TRUSSES or Code MARK PRODUCT Page FLOOR ROOF UPLIFT HEADER JOIST TYPE NOTES 8300 A HTU26 mh 3 718" 128 2880 3200 1250 (20)16d 14 10dxl.5 TRUSS Min.Load 1/8"gap wk 8300 A HTU26 mh 5 1.,2" 128 2880 3600 1555 (20)16d 20 10dxl.5 TRUSS Max.Load 1/8" a 8300 A HTU26 mh 3 71;9" 129 2880 3100 1175 (20)16d 14 10dxl.5 TRUSS Min.Load 1/2"gap 8300 A HTU26 mh 5 112" 1291 2880 3580 1215 (20)16d (20)1 0dx1.5 TRUSS Max.Load 1/2"gap 8303 B HTU28 r,a;37;8" 128 3745 3895 1 1235 (26)16d (14)1 0dx1.5 TRUSS Min.Load 1/8"gap 8303 B HTU28 iT,h 7 114" 128 3745 4680 2140 (26)16d (26)1 0dx1.5 TRUSS Max.Load 1/8"gap 8303 B HTU28 n1n 7;9" 129 3720 3770 1125 (26)16d 14 10dxl.5 TRUSS Min.Load 1/2"gap 8303 B HTU28 mh 7 V4" 129 3720 4655 2140 (26)16d (2611 0dx1.5 TRUSS Max.Load 1/2"gap 8141 C HGUS26-2 mh 4 16" 127 3940 5240 2325 (20)16d (8)16d TRUSS 2 Ply Truss 8309 D1 HGUS28-2 mh s 4n s" 1271 6805 7925 3220 (36)16d 12 16d TRUSS 2 Ply Truss 8311 D2 HGUS28-3 mh C 13;16" 127 6805 7925 1 3220 (36)16d 12 16d TRUSS 3 Ply Truss 8324 E SUL/R 26 86 800 1000 765 (6)16d 6 10dxl.5 TRUSS Skewed 45' 8333 F SUL/R 210 86 1330 1660 1250 (10)16d 10 10dxl.5 TRUSS Skewed 45' 8334 G LSSU210 114 1110 1390 875 (10)10d 7 10dxl.5 TRUSS Sloped-varies 8334 G LSSU210 114 995 1205 785 (9)1 Od 7 10dxl.5 TRUSS Skewed-varies 8321 H TFIJA26 134 2680 3265 960 (20)16d (6)HJ(4)EJ 10dxl.5 TRUSS Hip JackBEnd Jack 8318 1 THA422 Min 1251 1635 1635 (4)Top(2)Face 16d (6)16d SYS 42 8318 1 THA422 Max 125 3630 4145 1550 (22)16d (6)16d SYS 42 8329 11 THA422-2 Min 125 2810 2810 (4)Top(4)Face 16d (6)16d SYS 42 2 Ply Sy42 8329 11 THA422-2 Max 125 4720 5525 1715 (30)16d (6)16d SYS 42 2 Ply Sy42 8325 J THAC422 Min 125 1635 1635 (4)Top(2)Face 10dx1.5 (6)16d SYS 42 Inverted Flange 8325 J THAC422 Max 125 3630 4145 1550 (22)16d (6)16d SYS 42 Inverted Flange (4)10dxl.5 Top (1)10dxl.5 Straight Skewed 45'into Sy42 8319 K THA422 UR Min 131 880 880 - (2)10dxl.5 Face 2)10dxl.5 Slant SYS 42 1 ply Top chord (4)10d Top (2)10d (1)10d Straight Skewed 45'into Sy42 8319 K THA422 UR Min 131 1090 1090 Face 2 10dxl.5 Slant SYS 42 2pty,Top chord (4)10d Top (1)10d Straight Skewed 45'into 9" 8319 K THA422 UR Max 131 1675 1675 310 (12)1 Od Face 2 10dxl.5 Slant SYS 42 Beam min. 8336 K1 THA426 Min 125 2425 2425 _(1_)Top(4)Face 16d (6)16d SYS 42 8336 K1 THA426 Max 1251 4020 4655 1715 (30)16d (6)16d SYS 42 8317 L SUUR 410 86 1860 2330 1275 14 16d (6)16d SYS 42 Skewed 45' 8308 M LSSU410 114 2430 3035 1150 (18)16d (12)10dxl.5 SYS 42 Sloped-varies 8308 M LSSU410 114 1625 1625 1150 (14)16d (12)10dxl.5 SYS 42 Skewed-varies 8136 N IUT312 93 1110 1390 255 (10)10d 2 10dxl.5 I-JOIST Face Mount 2.5" 8137 O HU312-2 94 2145 1 2680 1085 16 16d (6)1 Od I-JOIST 2 Ply Face Mount 8140 P IUT412 93 1110 1390 255 (10)1 Od (2)1 0dx1.5 I-JOIST Face Mount 3.5" 8135 Q MIT316 1061 2400 4 To (4)Face 16d 2 10dxl.5 I-JOIST Top Mount 2.5" 8150 R SUL/R 310 86 1860 2330 765 14 16d 6 10dxl.5 I-JOIST Skewed 45' 8151 S SUL/R 314 86 2395 2500 1150 18 16d 8 10dxl.5 I-JOIST Skewed 45' 8147 T LSSUH310 114 2295 2295 1150 18 16d (12)10dxl.5 I-JOIST Sloped-varies 8147 T LSSUH310 114 1600 1600 1150 (14)16d (12)10dxl.5 I-JOIST Skewed-varies U1 HU9 Min 95 2410 3015 865 18 16d (6)1 0dx1.5 1 PLY LVL Min.Load U1 HU9 Max 95 3215 4020 1440 (24)16d 10 10dxl.5 1 PLY LVL Max.Load 8144 U2 HU11 Min 95 2950 3685 865 (22)16d 6 10dxl.5 1 PLY LVL Min.Load 8144 U2 HU11 Max 95 4020 4405 1440 (30)16d 10 10dxl.5 1 PLY LVL Max.Load 8148 V HGUS48 95 6805 7925 3220 (36)16d (12)16d 2 PLY LVL 8149 W HGUS412 95 9155 9155 4055 (56)16d (20)16d 2 PLY LVL 8152 X HGUS412 L sq end 95+189 4211 4211 1663 (56)16d (20)16d 2 PLY LVL Skewed 45' Lf 8152 X HGUS412 L bevel end 95+189 6134 6134 1663 (56)16d (20)16d 2 PLY LVL Skewed 45' Lf 8153 X HGUS412 R sq end 95+189 4211 4211 1663 (56)16d (20)16d 2 PLY LVL Skewed 45' Rt 8153 X HGUS412 R bevel end 95+189 6134 6134 1663 (56)16d (20)16d 2 PLY LVL Skewed 45' Rt 8154 Y HUC412 Min 95+191 2145 2680 1085 16 16d (6)1 Od 2 PLY LVL Inverted Flange 8154 Y HUC412 Max 95+191 2950 3685 1810 (22)16d (10)10d 2 PLY LVL Inverted Flange 8145 Z HGUS5.50/12 96 9155 9155 4055 (56)16d (20)16d 3 PLY LVL 8146 ZZ HGUS7.25/12 96 9835 9835 4055 (56)16d (20)16d 4 PLY LVL CU1 E_G(a5 5 102 19800 19800 6365 28 SDS 1/4 x 3" 28 SDS 1/4 x 3" 1 RUSS 3 Ply Truss/LVL CU2 _;307.25 102 19800 19800 6365 28 SDS 1/4 x 3" 28 SDS 1/4 x 3" TRUSS 4 Ply Truss/LVL CU3 TH('13142 138 10010 10010 8010 10)1od a(2)3/4"Ma 8 3/4"MB TRUSS 2 Ply Heav Truss 2 ;Sz_at Pates i:trace Seat Plate E12-24 140 4 10dxl.5 L?r;cea Truss Spacer SDS Screws 1401 Each Sclews Truss Screws DS,Screws 4.5" 140 Each cays Truss Screws SDS Screws 140 Each Sc s Truss Screws 3011 NS rT,>r A307 Bolt Assembly Each i3oits LVL Bolts Ro)t xs f rdl A307 Bolt Assembly Each ':3oits LVL Bolts 70' ------- - TB. -AL 0 TBd 1, II TB z TB H - T90 I T9 I I T10o II T10 I I 7110 I T 1 1 I I T12o II II T12 N I I T 13o II T15 I1 ' T14o L T14 z N N II T13 T13o II I I T 12o I I T 1 I I I I T Tilb II T1 1 I1 II TIO 0 o T106 II F T9 T86 T96 I I II --- -- G T8b II T8 i t n n n Y n PITCH .25/12 `"� 7 —� CANT 12 10'2••8 s9's 8 4' - HEEL 1 -8-0 WRRNING NOTE JOB : J-07 -0330 Coo I son BUILDER TO CONY. FRAME ROOF, VALLEYS LOC : Lot 800 Pine AND O.HANGS AS NEEDED. 1. DO NOT CUT OR ALTER TRUSSES, UNLESS APPROVED BY TRUSS OFFICE PLRN : Popu I o Building 2. VERIFY ALL SPANS AND AMOUNTS, AS DESIGNER Ron Berlin BUILDER TO FRAME DOWN CEILINGS TRUSSES WILL BE BUILT IN STRicT AS NEEDED. ACCORDANCE WITH THIS LAYOUT 3. NO BACKCHRRGES ALLOWED, UNLESS APPROVED BUILDER TO BUILD UP WALLS TO IN WRITING BY TRUSS PLANT MANAGER MANNING BLDG . SUPPLIES MATCH TRUSSES AT HIGHER PLT HT. 4. APPROVED BY 11155 PHILLIPS PKWAY PH# 268-8225 ALL WALLS SHOWN ARE LORD BEARING APPROVAL DATE: JAX. FLA. 32256 UNLESS NOTED OTHERWISE. DEL. DATE OF* �� , fr � \� �t�.�� ,�� > , :�� . . �, ;�� y�� , p. r � `��i� �v , ,� i Tit j j ' ' � i � � :: .. ; � �' 1 '' -'� G`i, - ., ,,�9 "OR ITW Building Components Groups Inc. 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number:567 Florida Certificate of Product Approval#FL1999 Page 1 of 1 Document ID:1T9R151-20509102639 l Truss Fabricator: Manning Building Supply of Jacksonville, Inca Job Identification: J-07-0330--Coalson Contracting -Populo Project Lot 800 Pine Atlantic Bch, FL Truss Count: 30 Model Code: Florida Building Code 2004 and 2006 Supplement Truss Criteria: ANSI/TPI-2002(STD)/FBC Engineering.Software: Alpine Software,Versions 7.33, 7.36. V'!4 Structural Engineer of Record: The identity of the structural EOR did not exist as of Address: the seal date per section 61G15-31.003(5a) of the FAC ` Minimum Design Loads: Roof 47.0 PSF @ 1.25 Duration ` Floor - N/A Wind - 120 MPH ASCE 7-02 -Closed Notes: Seal Date:08/09/2007 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of Truss Design Engineer record, as defined in ANSI/TPI 1 James F.Collins Jr. 2. The drawing date shown on this index sheet must match the date shown Florida License Number:522121950 Marley Drive on the individual truss component drawing.. Haines City,FL 33344 3. The loads indicated on all referenced girder trusses are consistent with the truss layout provided by Manning Building Supply of Jacksonville, Inc, for the above referenced ,job identification. Loads applied b elements: 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 "prece"ded by:-HCUSR151 Details: Ref Description Drawin Date 1 49467-T1 Flat Girder . 07221134 08/09/07 2; 49468--T2 " Flat 07221023 08/09/07 3;.49469-T3 Girder 2 pl "07221014 08/09/Q7 4; 49470-T4 Flat Girder 07221136 X08/09/07 5 49471 T5 Flat Girder 07221123 08109/07 6' 49472--T6 Flat '.07221011 08/09/07 7 49473--T6a Flat 08/09/07 8. 49474--T7 Flat 07221118 08/09/07 9 49475-T7 Flat (alt,' 07221114'. 08/Q9/07 1049476-T7 Flat (alt` 07221115 08/09/07 11 49477--T7a Flat 072ZI116 08/09/01 12 49478-T7a Flat (al 07221117 08/09/07 13 49479-T8 3'SB Flat G 07221122 08/09/07 14 49480-T8a 3'SB Flat 07221119 08/09/07 15 49481-T8b 3'SB Fiat 07221120 08/09/07 16 49482--T9 5'SB Flat 07221019 08/09/07 17 49483-T9a 5'SB Flat 07221025 08/09/07 18 49484-T9b 5'SB Flat 07221009 08/09/07 19 49485--T10 7'SB Flat 07221020 08/09/07 20 49486-T10a 7'SB Fla 07221010 08/09/07 21 49487-T10b Flat Gird ` 07221013 08/09/07 22 49488-Tll 9'SB Flat 07221021 08/09/07 23 49489-T11a 9'SB Fla 07221012 08/09/07 24 49490-T11b Flat Gird 07221121 08/09/07 25 49491-T12 11'SB Fla 07221018 08/09/07 26 49492-T12a 11'SB Fl 07221015 08/09/07 27 49493-T13 13'SB Fla 07221022 08/09/07 28 49494-T13a 13'SB F1 07221016 08/09/07 29 49495-T14 14'11"4SB 07221024 08/09/07 l 30 49496- 4 N , T1 a 14 11 4SB 07221017 08/09/07 i Illilll 11111111111111111111111111 MIS UWU YKtMAKtU THUM (.UMPUILK iNPUI (LUAU) & U1PIIt WIIUNJJ SUDMI11LU DY IKuJJ MYK. (J 07 0330 -Coalson Contracting Populo Project - Lot 800 Pine Atlantic Bch, FL T1 Flat Girder 2ply) Top chord 2x4 SP #k2 N 2 COMPLETE TRUSSES REQUIRED � Bot chord 2x6 SP ##1 Dense Webs 2x4 SP #2 N Nailing Schedule: (0.131"x3" Gun nails) Top Chord: 1 Row @12.00" o.c. SPECIAL LOADS Bot Chord: I Row @12.00" o.c. - (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) Webs : 1 Row @ 4" o.c. TC From 35 PLF at 0.00 to 35 PLF at 14.88 Use equal spacing between rows and stagger nails TC From 35 PILE at 14.88 to 35 PLF at 29.75 in each row to avoid splitting. BC From 8 PLF at 0.00 to 8 PLF at 0.88 (1) 1/2"-bolts MAY BE USED FOR (2) 0.131"x3"-Gun-nails ON BC From 15 PLF at 0.88 to 15 PLF at 28.88 THE BOTTOM CHORD ONLY. BC From 8 PILE at 28.88 to 8 PILE at 29.75 BC 327 LB Conc. Load at 2.94, 26.81 120 mph wind, 23.49 ft mean hgt, ASCE 7-02, CLOSED bldg, Located BC 242 LB Conc. Load at 4.94, 6.94, 8.94, 10.94, 12.94 anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind BC 14.87, 16.81, 18.81, 20.81, 22.81, 24.81 DL=3.0 psf. Iw=1.00 GCpi (+/-)=0.18 Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/480 live and L/360 total load. BC 82 0.15 29.85 IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DWG PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/ SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. ROOF DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL MEET CODE REQUIREMENTS AND ALLOW COMPLETE DRAINAGE OF ROOF AT ALL TIMES TO AVOID PONDING. 5X7= 3X3= 3X3= 3X6= 1.5X4111 3X5= 6X8= 3X5= 1.5X4111 3X6= 5X7= 0 11 0 0-11-0 2X518 -21-8-0 2X5111 3X5= 5X7= 5X7= 3X5= H0510= 3X5= 5X7= 5X7= 3X5= 1 0-0 1-0-0 0 0-�1 4 0 1(Q 8 0--E RIE 3 5-5 E2-3-8 E 3-5-5 4-7-1 J- 4-7-1 �{E 3-5-5 {E2-3-8�1 3-5-5 1_ 81 T4 3 5-5 2-3-8 3-5-5 9-2-3 1 3-5-5 1 2-3-8 3-5-5 _01 10 8 I, 15-0-0 ,{_ 15-0-0 1 30-0-0 Over 2 Supports R-2397 U=1310 W=5.5" R=2397 U=1310 W=5.5" Design Crit: TPI-2002(STD)/FBC PLT TYP. 20 Gauge HS,Wave Cq/RT=1.00(1.25) /10(0) 7.33.0114 OTY:1 FL/-/3/-/-/R/- Scale =.25"/Ft. "WARNING'*TRUSSES ftf OU[RE E%FR EME CART IN FABRICATION, HANDLING. SHIPPING. INSTALL LNG AND BRACING. ".•l' L L 20.0 P J F R E F R 151 49467 REFER TD BCS. (BUILDING COMPONENT SAFETY INFORMAT..1. PUBLIS"To BY TOT (TRUSS PLATE INSTITUTE, 218 Y�.•�".".. NORTH IEE STRIFE, SUITE 312. ALE%A NOR IA, VA, 22314) ANB RICA (WOOD TRUSS COUNCIL OF ANE RICA, 6300 a (` ENTERPRISE LANE. MADISON. WI 53719) FOR SAFETY PRACTICES PRIOR E0 PERFORMING THESE FUNCTIONS. BNL ESS "• ` �� TC D L 15.0 P S F DATE 08/09/07 OTHERWISE INDICATED TOP CHORD SHAIL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. N� BC DL 5.0 PSF DRW BcusRlsl o7zz113a -IMPORTANT-FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITN BCG, INC, SHALL NOi i ALPINE BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS IN COME ORMANCE WITH 7� BC LL 10.0 ESE HC-ENG CC/AP iPl: OR FABRICATING. HANDLING. SH.PP IMG. IN TAL II NG k BRACING OF TRUSSES. AT C DESIGN CONFORMS WITH APPLICAB( PROVLSIONS OF NDS (NATIONAL D'SIGN SPt C, BY aF bP A) AND TPI. LTH DCG : T/�1 Or (` CONNECTOR PLATES ARE MADE OF 20/18/16GA (W.H/SS/K) ASTM A653 GBADE 40/60 (W. K/H.SS) GALV. STEEL. APPLY r• TOT.L D 50.0 P S F S E(`N 15405 R E V PLATES TO EACH FACE OF TRUSS AND, UNI.ESS 0THFRWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-2. % CO�IO�; 4 ��/ ANY INSPECTION OF PLATES fOLLOHE❑ BY (,) SMALL BE PER ANNEX A3 OF TPI1-2002 5EC.3. A SEAL DN THIS •�'G D R FAC 1 2 5 F ROM R 0 N �II"Building Components ppGroup,In DRAWING INDICATES ACCEPEANCF OE PROFESSIONAL LNGINFFRING RESPONSIBILITY SOLELY FOR THE TRUSS COMPO NEN' V Tialnes �' FT. 33p BDUI`GN SHDWN'GNER THE SUI IT iTi AND USE Of IH1S COMPONENT NT FOR ANY BUILDING IS THE RE SPHNS IO II[(Y (IF THE .;._- ificatct.. LorizatJLI, I.; .:: - A u C I N(j: 4.0 J I 1 T9 -- _Z 0 5 . IFIIJ UWU FRtMANLU FKUM I.UMMUItK IFVYUI (LUAU) 6 U1MtNJiUNJ) JUbMilitU MY ;KUJJ MFM.. { J-07-0330- Coalson Contracting Populo Project Lot 800 Pine Atlantic Bch, FL T2 Flat ) Top chord 2x4 SP #2 N 120 mph wind, 23.49 ft mean hgt, ASCE 7-02, CLOSED bldg, not Bot chord 2x6 SP #1 Dense located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #2 N DL=3.5 psf, wind BC DL-5.0 psf. Iw-1.00 GCpi (+/-)-0.18 Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Trusses to be spaced at 16.0" OC maximum. BC 68 0.02 29.73 Deflection meets L/480 live and L/360 total load. Provide for complete roof drainage. Truss not designed for ponding. ROOF DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL MEET CODE REQUIREMENTS AND ALLOW COMPLETE DRAINAGE OF ROOF AT ALL TIMES TO AVOID PONDING. 5X7= 3X3=- 3X3=— X3=3X3= 1.5X4111 1.5X4111 3X5= 5X7= 3X5= 1.5X4111 1.5X4111 5X7= 0110 ::::� 0110 T 21-8-0 1.5X4 111 5X7= 5X5= 5X5= H0510= 5X5= 5X5= 5X7= 3X5= 3X5= 1.5X4 NI 1 0 0 1-0-0 0 �1-(4 355 ��E238�jE 355 471 ,I, 471 31 355 ��23855 �� 8 3-5-5 2-3-8 T 3-5-5 9-2-3 1- 3-5-5 2-3-8 3-5-5 0 1@ 8 15-0-0 1 15-0-0 1 �E 30-0-0 Over 2 Supports R=931 U=478 W=5.5" R=931 U=478 W=5.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. 20 Gauge HS,Wave Cq/RT=1.00(1.25) /10(0) 7.36.0409. 0TY:1 FL/-/3/-/-/R/- Scale =.25"/Ft. *WARNING** TRUSSES"0"1 RF EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. T C L L 20-0 P S F R E F R 1 5 1-- 49468 REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 Y�•�•• N OR IH LEE STREET. SUITE 312. ALEXANDRIA, VA, 2231 M1) AND WIC (WOOD TRUSS COUNCIL OF AMERICA, 6300 EN IE RPRtSE LANE. MADISON, WI 53]19) FOR SAFETY PRn CT ICES PRIOR IO PERFORMING THESE FUNCTIONS. UNLESS •�••• T C D L 7.0 P S F DATE 08/09/07 OTHERWISE INDICATED TOP CHORD SNAIL HAVE PROPERLY ATIACHEB STRUCTURAL PANELS AND BOTTOM CHORD SMALL HAVE 1 A PROPERLY ATTACHED RIGID CEILING. '.• Na. BC DL 10.0 PSF DRW HCUSR151 07221023 *"IM70RTANT*'F UR NISN A CO➢Y OF IHIS DESIGN TO THE INSTALLATION fONTRAf TOR. ITN BCG, INC. SHALL NOT BF RESPONSIBLE FOR ANY DEVIATION FNOM THIS DESIGN; ANV FAILURE TO BILI ID THE TRUSS IN COMFORMANCE WITH = ALPINE TPI; DR FABRICATING. RANDLING. SHI➢PING. IN STAT.LING & BRACING OF TRESSES. T B C L L 1 0.0 P S F H C-E N G C C/A P DESIGN CONFORMS WI TIT APPLICABLE PROYIS IONS OF NOS (NATIOBIL DESIGN SPEC. BY AF BPA) AND TPI. ITW BIG =A S1 O C,ONNEC TOR PLATCS ARE MADE OF 2O/18/16GA (W,H/SS/N).ASTM A663GRADE E0./60 (W. K/II,SS) GALV. SIEEL. APPLY /Jj�� TOT.LD.L D. 4 7.0 P S F PLATES 10 EACH TACE OE TRUSS AND, UNITSS OTHE.ftWISF IOCATEO ON iH15 DESIGry, P0ST11ON PER DRAWINGS 1GOA-1. (/` F� Rapp S E Q N 28860 ANY INSPFCIIUN OF PLATES FOI.LOWEO BY (i) SHAH. BE PER ANNE' A3 OF TPII-ICC' SEC.3. A SEAL DN THIS •• •�•• FROM R O N DESIGN Slip WNCATES ACCENLANCE OF PROFESSIONAL ENGINEERING RFSPONSiBILiTY SOI FIY FOR INE TRUSS COMPONENT 17WByadiegCOliipOnen3t38roup,Inc SUITABILITY AND USE OF TH15 COMPONENT FOR ANY RUILOING IS THE RESPONSIBILITY OF THE ��'��• � DUR.FAC. 1.25 DRAWING iNUI --tificatA. iorizat . r„, BUIL GMER P( 1 Augt--, CIN( 6.0 , JFf_ 1T9 - Z05 _ ( J-07 0330 Coalson Contracting Populo Project I Lot 800 Pine Atlantic Bch, FI_ T3 Girder 2 ply )MiJ UWU F'KLRAREU FRUM I,UMi'UILN 1NPUI (LUAU) 6 UIPI NKIUNJ) JUbM1I IEU by IRUSJ MFR. Top chord 2x4 SP #2 N 2 COMPLETE TRUSSES REQUIRED Bot chord 2x6 SP #1 Dense Webs 2x4 SP #2 N Nailing Schedule: (0.131"x3"_Gun nails) Top Chord: 1 Row @12.00" o.c. SPECIAL LOADS Bot Chord: I Row @12.00" o.c. ------ (LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.=1.25) Webs : 1 Row @ 4" o.c. TC From 36 PLF at 0.00 to 36 PLF at 14.88 Use equal spacing between rows and stagger nails TC From 36 PLF at 14.88 to 36 PLF at 29.75 in each row to avoid splitting. BC From 27 PLF at 0.00 to 27 PLF at 2.62 (1) 1/2"-bolts MAY BE USED FOR (2) 0.131"x3"-Gun nails ON BC From 102 PLF at 2.62 to 102 PLF at 14.88 THE BOTTOM CHORD ONLY. BC From 102 PLF at 14.88 to 102 PLF at 27.41 BC From 27 PLF at 27.41 to 27 PLF at 29.75 120 mph wind, 23.49 ft mean hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Wind reactions based on MWFRS pressures. DL=3.5 psf, wind BC DL-5.0 psf. Iw=1.00 GCpi (+/-)=0.18 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Trusses to be spaced at 16.0" OC maximum. CHORD SPACING(IN OC) START(FT) END(FT) BC 95 0.02 29.73 Deflection meets L/480 live and L/360 total load. LOADING HAS BEEN CALCULATED BY THE TRUSS MANUFACTURER. Provide for complete roof drainage. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER TO Truss not designed for ponding. VERIFY AND APPROVE THE LOADING. ROOF DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL MEET CODE REQUIREMENTS AND ALLOW COMPLETE DRAINAGE OF ROOF AT ALL TIMES TO AVOID PONDING. 5X7= 3X3= 3X3= 1.5X4111 1.5X4111 3X5= 5X7= 3X5= 1.5X4111 1.5X4111 5X7= 0 11-0 0-11-0 T T 21-8-0 1.5X411! 3X5= 5X7= 5X5= 5X5= H0510= 5X5= 5X5= 5X7= 3X5= 1.5X4111 2-0-0 1-0 0 0 0-81 a o 1m- 8 3 5-5 2-3-8 3-5-5 4-7-1 9-2-3 4-7-1 3-5-5 �1 -2-3-8- 1 3-5-5 _) J- 0-��1 a 15-0-0 ,1, 15-0-0 ° 1@ 8 30-0-0 Over 2 Supports R=1851 U=975 W=5.5" R=1870 U=985 W=5.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. 20 Gauge HS,Wave Cq/RT=1.00(1.25) /1O(0) 7.36.0409 QTY:1 FL/ /3/ / /R/ Scale =.25"/Ft. "WARNING"TRUSSES REQUIRE EXTREME CARE IN EARR I CAI ION, HANDLING, SHIPPING. INSTALLING AND BRACING, T C L L 20.0 P S F REFER TO 'CSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 218 . R E F R 15 1-- 49469 NORTH LEE STREET. SUI IE 312. ALEXANDRIA. VA. 22314 3 A) AND WT CA (W 000 TRUSS COUNCIL OF AMERICA. 6300 .••i ••••N•• T FNTER IF LANE. MADISON, NI 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING ti{ESE FUNCTIONS. UNLESS V �:�� T C D L 7 D I�(,F D A Z E 08/09/07 OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS ANO BOTTOM CHORD SHALL HAVE f J A PROPERLY ATTACHED RIGID CEILING. y BC DL 10.0 PSF DRW HCUSR151 07221014 -IMPORTANT""FURNISH A COPY OT THIS DESIGN IO THE INSTALLATION CONTRACTOR. 11W BCG. INC. 5H Alt NOT ALPINE BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESTC,I; ANV FA'L'IRE TO BUILD THE TRUSS IN COMFORHANCE WITH a B C L L 1 0.0 P S F H C E N G C C/A P TPI; UR FABRICATING, HANDLING. SHIPPING, INSTALLING B BRACING OF iRUSSE S, �• OF DESIGN CONFUR MS WI T II APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFSPA) AND TPI. ITW BC COINEC IDR PLATES ARE MADE 0H 20(18/I AGA (W,H/S5/KI ASTM A'S GRADE 40/611 (W. ,/H.SS) GAIV. STEEL. AP PLV �/f• •�`�O� tlf fig TOT L D. 47.0 P S F S E Q N 32824 PLATES Ill TACH Fn CE OT TRUSS AND, UNLESS OTFIERWISE LOCATED ON IRIS pE SIGN, POSITION PFR DRAWINGS T60A Z. V' •• ANY INSPECTION OF PIAT ES FO LLOWFD BY (i) SHALL BE: PER ANNEX A3 OF TPI1-2002 SEC- A SEA[ ON THIS ITWBuilding Components Group,Inc DRAHING INDICA IIS ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILIIY SOLTIY FOR IHC IR155 CDM,INEIL w\ DUR JAC. 1.25 FROM RON gaineS GI 338qW DESIGN SHOWN, THE SOIIABIL[TY AND USL OF THIS COMPONENT FOR ANY BUILDING IS THE RFSPUNSIBILITY OF IHE /YL -.e. ':.tl icat .';orizatiR, BUIL... -GNER P IPI 1 t .-:.. 1 r CIN 6.0 JRA 1T9( "-" _Z05 IH1� UWF, HKCHAKLU hKUM LUMHUICK IINF'Ui (LUAUS 5 UIMI,N�IUN�) �UCMIIICU HY IKUSS MhK. (J 07-0330 Coalson Contracting Populo Project Lot 800 Pine Atlantic Bch, FL T4 Flat Girder) Top chord 2x4 SP #2 N 120 mph wind, 23.49 ft mean hgt, ASCE 7-02, CLOSED bldg, Located Bot chord 2x6 SP #1 Dense anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind BC Webs 2x4 SP #2 N DL=3.0 psf. Iw=1.00 GCpi (+/-)=0.18 SPECIAL LOADS Wind reactions based on MWFRS pressures. -----(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC,=1.25) TC From 35 PLF at 0.00 to 35 PLF at 14.88 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TC From 35 PLF at 14.88 to 35 PLF at 29.75 CHORD SPACING(IN OC) START(FT) END(FT) BC From 8 PLF at 0.00 to 8 PLF at 0.88 BC 57 0.02 29.73 BC From 15 PLF at 0,88 to 15 PLF at 28.88 BC From 8 PLF at 28.88 to 8 PLF at 29.75 Deflection meets L/480 live and L/360 total load. PLB- 866 LB Conc. Load at (22.94,21.71) PLB- 116 LB Conc. Load at (24.81,21.71) PLB- 102 LB Conc. Load at (26.81,21.71) ROOF DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL MEET CODE REQUIREMENTS AND ALLOW COMPLETE DRAINAGE OF ROOF AT ALL TIMES TO AVOID PONDING. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DWG PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/ SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. 5X8= 3X3= 3X3= 1.5X4111 1.5X4111 3X6= 6X8= 3X6= 1.5X4111 3X8= 5X8= 0-11-0 0-11-0 T 21-8-0 5X8= 5X5= 5X5= 5X5= 5X8= 5X8= 2X51(1 1.5X411! 3X6- H0510= 3X6=- 1-0-0 X6=1-0-0 1-0 0 0-3 S31 4 0-1@11 8 3-5-5 2-3-8 3-5-5 4-7-1 4-7 1 3-5-5 2-3-8 3-5-5 3-5-5 2-3-8 3-5-5 9 2 3 3 5 5 2 3 8 3-5 5 0 1�- �8 o- l 81 15-0-0 4 1 15-0-0 '30-0-0 Over 2 Supports R=943 U=512 W-5.5N R=1614 U=872 W=5.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. 20 Gauge HS,Wave Cq/RT=1.00(1.25) /10(0) 7.36.04 OTY:1 FL/ 3/ / /R/ Scale =.25"/Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. G • TL, L L 20.0 P S F [ REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY THE (TRUSS PLATE INSTITUTE, I. �`••.�`/•L.w1•• •sREF R 15 1__ 49470 9 7 D NORTH LEE STREET. SUITE 312, AIFEXANO,IA. VA, 223191 AND WTCA (W 000 TRUSS CO UNCTL OF AMERICA, 6'00 V �Y (` `#7 4/ ENTERPRISE LANE, MADISON, WI 53)19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS T C D L 1 50 P S F DATE 08/09/07 OTHERWISE INDICATED TOP CHORD SHA11 HAVE PROPERLY ATTACHED STRUCi URAL PANELS AND BOTTOM CHORD SNAIL HAVE A PROPERLY ATTACHED RIGID CEILING. , BC DL 5.0 PSF DRW HCUSR151 07221136 -IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BCG• INC. SHALL NOT BE RESPON SIB(E FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIIDRE TO BOF LD INE TRUSS IN COMFORMANCE WITH _ ALPINE PI: OR FABRICATING. HANDLING. SHIPPING, IN A, 3 BRACING OF TRUSSES. /�'�•. TAT BC LL 10.0 P S F HC-ENG CC/AP DESIGN CONFORMS WITH APPLICABIF PROVISIONS Of NDS (NATIONAL DESIGN SPEC. BY AF&PA) AND TPI. ITN BCG f CONNFCTOR PLATES ARE MADE OF 20/18/10C•A (W.H/5S/K) ASTM A553 GRADE 00/F8 (W, K/H.SS) GALV. STEEL. APPLY ��*••*• OR% T 0 T.L D. 5 0.0 ESE S E Q N 28893 PLATES TO E CH FACE OF IBUSS AND, UNIFSS OTHFRWISF LOCATED ON THIS DESIGN, POSITION PER DO INGS IOCA-I. ANY INSPFCIION Of PIATFS FOLLOWED BY 11) SHAH BE PER ANNEX A3 OF TPI1 2002 SEC.3. A SEAL ON IH IS V • ••`'tel 171NBuildm Components Group,Inc 11-111 INDICATES ACCEPTANCE IF PftOFFSSIIINAL ENGINEERING Rf5P11NSIB1LiTY 1UI1LY FOR 1111 111155 COMPONENT y�•� DUR.FAC. 1.25 9 r_ p UESILN SUO.N'. THE SUr_fI FTY NO LISE Of THIS COMPONENT FOR ANY BU FILLING 15 THE RESPONSIBILITY OF THE s NAI. FROM R 0 N Jai.,: Ttificat ~_ —onzat ,:. BwL NFR P ... I 4u .. CIN( 4.0 Jf 1T9 ___ Z05 I111J UWU F'KLFAKLU IKUM LUMPU1tK 1NPU1 (LUAU) 6 U1MtNJIQNJ) �UtlM111tU tlT IHU» MhN. (J-07 0330 -Coalson Contracting -Populo Project Lot 800 Pine Atlantic Bch, FL T5 Flat Girder) Top chord 2x4 SP #2 N 120 mph wind, 23.49 ft mean hgt, ASCE 7-02, CLOSED bldg, Located Bot chord 2x6 SP #1 Dense anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind BC DL=3.0 Webs 2x4 SP #2 N psf. Iw-1.00 GCpi (+/-)=0.18 SPECIAL LOADS Wind reactions based on MWFRS pressures. -(LUMBER DURJ AC.=1.25 / PLATE DUR.FAC.=1.25) TC From 35 PLF at 0.00 to 35 PLF at 14.88 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TC From 35 PLF at 14.88 to 35 PLF at 22.75 CHORD SPACING(IN OC) START(FT) END(FT) BC From 8 PLF at 0.00 to 8 PLF at 0.88 BC 69 0.15 22.85 BC From 15 PLF at 0.88 to 15 PLF at 21.88 BC From 8 PLF at 21.88 to 8 PLF at 22.75 Deflection meets L/480 live and L/360 total load. PLB- 59 LB Conc. Load at (2.94,21.71) , (19.81,21.71) PLB- 78 LB Conc. Load at (4.94,21.71) , (6,94,21.71) , (8.94,21.71) (10.94,21.71) , (12.94,21.71) , (14.87,21.71) , (16.81,21.71) , (18.81,21.71) ROOF DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL MEET CODE REQUIREMENTS AND ALLOW COMPLETE DRAINAGE OF ROOF AT ALL TIMES TO AVOID PONDING. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DWG PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/ SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. 5X7= 3X3=- 3 X 3 X3=3X3= 1.5X4111 1.5X4 III 3X5= 5X7= 1.5X4 III 3X8= 0-11 0 1-0-12 21-8-0 1.5X4111 5X7= 5X5= 5X5= H0510= 5X8= 1.5X4!!1 13X5= 3X5=- "0 X5= " 0 3?811 3-5-5 .1E 2 3-8 - 1 3 5-5 4-7 1 I 4-7-1 2-2-3 R ilo- 3 8 EE 355 238 355 923 223 _UI 0-I'�11 15 0 0 �_ 8-0 0 110 318 - 23-0-0 Over 2 Supports R=917 U=513 W=5.5" R=948 U=532 W=5.5" Design Crit: TPI-2002(STD)/FBC PLT TYP. 20 Gauge HS,Wave Cq/RT=1.00(1.25) /10(0) 7.3 6.0 4 0 9 QTY:1 FL/-/3/-/-/R/- Scale =.3125"/Ft. -WARNING- TRUSSES REQUIRF ExTREME CARE IN FABRICAIION. HANDLING, SHIPPING. INSTAIIING AND BRACING. T C L L 20.0 P S F REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (IRUSS PLATE INSTITUTE, 210 �• �.•'�•��• R E F R 15 1 49471 NORTH IFI STREET. SUITE 312, ALEY AN LIR IA, VA, 22314) AND NT CA TWO 00 TRUSS COU NCI_ OF AMIII CA, 6300 I NTE RPRISE LANE. MADISON, WI 53 J 19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS �,V� T C D L 15.0 P S F DATE 08/09/07 OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERIT ATTACHED STRUCTDRAL PANELS AND BOTTOM CHORD SHALL II AVE A PROPERLY ATTACHED RIGID CEILING. ' t �y ^ GI BC DL 5.0 PSF DRW HCUSR151 07221123 "*IMPORTANT"'FUNNISH A COPY OF iH]S DESIGN TO THE INSTALLATION CONTRACTOR, ITW BCG, INC. SHAtL NOT =R BE RE SPONSIBLF FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS IN COMFORMANCE WITH ALPINE Pt: OR FABUI%TTNG, HANULING. SHIPPING. INSTALLING x BRACING OF TRu6GEs. ��. $T �F BC LL 10.0 PSF HC ENG CC/AP DESIGN CONFORMS WI TFI APPLICABLE PAOVf 510N5 OF NOS (NATIONAL DESIGN SPEC. BY AFBPA) AND TPI. ITW BCG T CONNECTOR PLATES ARE MADE OF 20118/16GA (W,H/SS/K) ASTM A613 GRADE 40/60 (W. k/H.SS) GALV. STEEL. APPLY .�•A*to R1 .ft TOT.L D. 5 0.0 P S F S E 0 N 28910 PLATES 10 EACH FACE OF IRUSS AND, UNLESS 01HERWISF LOCATED ON THIS DFSTFN. POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOW.. BY (1) SHALL RF. PER ANNE% Al OF TP I1 2002 SEC.3. A SEAL. ON THIS .N DRAWING INDICATES ACC PIANf MJF PRGF t E .E US.I Nal ENGINEERING RESPONSIBILITY SOLELY EOR THF IRUSS COMPONENT FROM R D N ITW Building Components Group,Inc D U R.FAC. 1.25 ,l., GT q4�� DESIGN SHOFN_ THE SUITABILITY AND USE 01 tM1$COMPONENT FOR ANY BUILDING [S THE RESPON6IBi1[TY OF THE _- ficat :. .a..onzagi>s>. U-1 IL GNER P PI 1 Aug „ CIN( 4.0 JRA- 1T9f _Z05 HIJ UWE, KKtYAKLU tKUM L.UMPUItK INYUI (LUAU0 5 U1Mt(NJI UNS) JUUMIITtU tlY iEuSJ MIK. ( J-07-0330 Coalson Contracting Populo Project Lot 800 Pine Atlantic Bch, FL T6 Flat ) Top chord 2x4 SP #2 N 120 mph wind, 23.49 It mean hgt, ASCE 7 02, CLOSED bldg, not Bot chord 2x6 SP #1 Dense located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #2 N DL-3.5 psf, wind BC DL=3.0 psf. Iw=1.00 GCpiO/-)=0.18 Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/480 live and L/360 total load. BC 67 0.02 22.73 Provide for complete roof drainage. Truss not designed for ponding. ROOF DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL MEET CODE REQUIREMENTS AND ALLOW COMPLETE DRAINAGE OF ROOF AT ALL TIMES TO AVOID PONDING. 5X7= 3X3= 3X3= 1.5X4111 1.5X4111 3X5= 5X7= 1.5X4 III 3X8= 0-11-0 1-0-12 21-8-0 1.5X4 III 5X7= 5X5= 5X5= H0510= 5X8= 1.5X4111 1� 3X5= 3X5= "0 0 3 5 5 2-3 8 3-5-5 af E 4-7 1 IIo- 3 8 > 3-5-5 2-3-8 3-5-5 I 9-2-3 4 7 1 - 1 2-2.3 1a43's 0- a1 15-0-0 II 8-0-0 1 23-0-0 Over 2 Supports R-1114 U- 608 W=5.511 R=1114 U=629 W=5.51' Design Crit: TPI-2002(STD)/FBC PLT TYP. 20 Gauge HS,Wave Cq/RT=1.00(1.25) /10(0) 7.3 6.0 4 0 9 QTY:1 FL/-/3/-/-/R/- Scale =.3125"/Ft. **WARNING** TRt1(BUI 11011 RE E%FREER CARE IN IABU ICAT ION, HANDLING. SHIPPING. INSTALLING AND BRACING. �••.�.�...�:•• T C L L 20-0 P S F REFER 10 'CSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY IPF (TRUSS PLATE INSTITUtE, 218R E F R 1 5 1 49472 NORTH LEE STREET. SUI IE 312, ALE%AN9) % Vq. 22314) AND HTCA TWO TRUSS COU N C II. OF AMERICA, 6300 ENTERPRISE LANE. MAHISON, WI 53]19) FOR SAFETY PRACTICES PRIOR t0 PERFORMING THESE FUNCTIONS. UNLESS �•• Vo TC DL 15.0 P S F DATE 08/09/07 OTHERWISE INDICATED TOP i,HORD SHALL HAVE PROPERLY AITACHEO STRUCTURAL- PANELS A 0 BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. a Na 5 a ? BC DL 5.0 PSF DRW HCUSR151 07221011 **IMPORTANT**FDRNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW NCG, INC. SHALL NOT 3 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN COMFORMANCE NIIH /` ALPINE TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLING B 'RAGING OF TRUSSES. A. S TE BC LL 10.0 P S F HC-ENG C C/A P DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OE SIGN SPF C, BY AFBPA) AND TPI. ITW 9CG T 0 T.L D 5 0.0 P S F '0 MR CTOR PLATES ARE MADE OF 20/1B/16GA (W,H/SS/K) ASTM 1653 GRAOF 40/60 (W, K/H,SS) GALV. STEEL. APPLY OR T�� t• _ PL ATFS TO EACH FAC,F OF TRUSS AND. UNLESS OTHEP.WISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 16OA Z. •�� S E Q N 28819 ANY INSPECTION OF PLATES FOLLOWED BY (i) SItALL BE PFR ANERINNE% A3 OF IPI 1-2002 SEC.3. A SEAL ON THIS ITW8 'IdingComponents Group,Inc OESIGNGSHOWNCATESTHFC111TAB[EITY ANOFUSETOfAL EIGCOMPONEINF G BFOPPON SJBIIITY ANY BUIlOINGOLELIS THFORESPIINSR THF RUSS COOMPONENE s'�Nal DUR.FAC. 1.25 FROM RON 9airies ,--.tificat�_ _—,-.onzat : _ BDILt NER I t 9 .,, f CIN( 4.0 ,; Jf 1T91. Au __Z05 ;, hlJ UWL, Ph tYAItU rMUM -UIPUItH INNUI (LUAU) 5 U1MtNJ1UINJ) JUUM111tU UY IMUJJ CIFK. { J 07 0330- Coalson Contracting Populo Project - Lot 800 Pine Atlantic Bch, FL T6a Flat ) Top chord 2x4 SP #2 N 120 mph wind, 23.49 ft mean hgt, ASCE 7 02, CLOSED bldg, not Bot chord 2x6 SP #1 Dense located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #2 N DL-3.5 psf, wind BC DL-3.0 psf. Iw--1.00 GCpi (+/-)=0.18 Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/480 live and L/360 total load. BC 64 0.02 22.88 Provide for complete roof drainage. Truss not designed for ponding. ROOF DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL MEET CODE REQUIREMENTS AND ALLOW COMPLETE DRAINAGE OF ROOF AT ALL TIMES TO AVOID PONDING. 5X7= 3X5(R) III 3X3= 1.5X4111 1.5X4111 3X5= 5X7= 1.5X4111 3X8= T 0-11-0 1-9-12 q. !! +21-8-0 1.5X4111 5X7= 5X5= 5X5= H0510= 5X8= 5X5= 0N5= 1 �Y�4 III 0 L�qE 1J_ 3-5-5 I 2-3-8 1� 3 5-5 al 4-7-1 _I, 4-7-1 a1E 2 2 3 �jE2 0-�37SII i 3-5-5 2-3-8 3-5-5 9-2-3 ) 2 2 3 r1 2-121 �3� d 15-0-0 _1, 8-0-0 I 23-0-0 Over 2 Supports R=1170 U=632 W=5.5N R=1094 U=587 Design Crit: TPI-2002(STD) /FBC PLT TYP. 20 Gauge HS,Wave Cq/RT=1.00(1.25) /10(0) 7.36.0409. QTY:1 FL/-/3/-/-/R/- Scale =.3125"/Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. T C L L 20.0 P S F BIT IN TO BCCI (BU IIOING COMPONENT SAFETY INFORMATION), PUBLISHED BY IPI (TRUSS PLATE INSTITUTE. 218 GS Iwo/- REF R151-- 49473 NORTH LEE STREET, SUITE 317, ALE%A NORIA. VA, 22314) AND WTCA (WOOD TRUSS COUN f,IL OF AMERICA, 63D0 •.•�••••••��*.•: ENTERPRISE LANE. MADISON, WI 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS ��.: T C D L 1 5.O P S F DATE 08/09/07 OTHERWISE INDICATED TOP CHORD "ILI HAVE PRDPEREY ATTACHED SIRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. _ N 221 BC DL 5.0 PSF DRW HCUSR151 07221008 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. III BCG. TNC. SHALL NBT RE RESPONSTRIE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRU55 IN COMFORMANCE WITH S . ALPINE TET; OR FABRICATING. HANDLING. SHIPPING. INSTALLING 8 BRACING OF TRUSSES. _ . BC LL 10.0 P S F HC-ENG CC/AP DESIGN CONFORMS WITH APPLICAFiL PROVISTONS OF NOS (NATIONAL. DESIGN SPEC. BY AFBPA) AND TPI. ItW-CO ST CO NN IOR PLATES 0.RE MAGE OF 20/1B/i6GA (W,H/55/N) ASTM A653 GRABS 40/50 (W, K/H,111 GALV. STEEL. APPLY f TOT.L D. 50.0 P S F S E ON- 28832 PLATES 10'ACU FACE OF TRUSS AND, HNLE SS DLEINWTSF LOCATED ON THIS BF SiCN. POSITION PFR DRAWINGS I60A-j. �.�1P)On,O•. ANY INSPECTION OF PLATES FOLLOWED BY (i) SN ALI BE PER ANNE% A3 OF TPI1-2002 SEC.3. A SEAL ON THIS (�• `• FROM R D N ITW Budding Components Group,Inc DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR IIF TRUSS COMPONENT {�nO D R FAC. 1.25 T !`... PT Of SIGN SHOWN, ICE SUITABILITY AND USE OF THIS COMPONENT FUR ANY BUILDING IS THE RFSPON5I6ILITY OF TIIE V - �:.tifcat �ozat _:__71RBII ,,, NER PI 1 .. ., Au CIN( . 4.0 Jf 1T9t. ZOO, M1J UWL, PKtPAKFU VKUM UUMPUIEK INFU I (LUAUU 6 UIMtNJ 1 UINJ) JUOM1IIFU MY IKU�� MI-K. (J 07 0330 Coalson Contracting Populo Project Lot 800 Pine Atlantic Bch, FL T7 Flat) Top chord 2x4 SP #2 N 120 mph wind, 23.37 ft mean hgt, ASCE 7 02, CLOSED bldg, Located Bot chord 2x6 SP fel Dense anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind BC Webs 2x4 SP #2 N DL-3.0 psf. Iw=1.00 GCpi (}/-)=0.18 Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/480 live and L/360 total load. BC 34 0.02 2.88 ROOF DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL MEET CODE REQUIREMENTS AND ALLOW COMPLETE DRAINAGE OF ROOF AT ALL TIMES TO AVOID PONDING. 1.5X4111 0.25 3X5(R) III 1.5X4 III T 0 11-0 1-8-12 21-8-0 3X61 1.5X4111 3X5= Li-0-0: 0-3 8)-11-4 _1— - 1-7-8' 2 13-0-0 Over 2 Supports �— R=186 U=133 W=5.5" R=78 U=49 Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.00(1.25) /10(0) 7.36.04 QTY:1 FL/-/3/-/-/R/- Scale =.5"/Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDIING, SHIPPING, INSTALLING AND BRACING. G ••••••••!• T C L L 2 0,0 P S F R E F R 1 5 1 49474 REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED PY TPI (TRUSS PLATE INST IiUiE. 218 `••�`f•CG�s•• NORTH LEE STRETT, SUI TF 312. ALEXANDRIA. VA, 22314) ANO NTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 V /` ENTERPRISE LANE. MADISON. WI 53119) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS Q T C D L 1 5.D P S F DATE 0 8/0 9/0 7 OTHERWISE INDICATED TOP CHORD SII ALL I1 A VE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE , •• A PROPERLY ATTACHED RIGID CEILING. O 2 B C D L 5.D P S F .� U DRW HCUSR151 07221118 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BCG, INC. SHALL NOT (` BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN COMFORMANCE WITH B C L L 1 0.0 P S F H C-ENG CC/AP E�Z ALPINE TPI; OR FABRICATING. IIANDLING. SHIPPING. INSTALLING E tlRACING OT TRUSSES. E DESIGN CONFORMS WtIH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFBPq) AND TPI. ITN BCG :••• A Irl TOT.T.L D. 5 0.0 P S F CONNECTOR PLA IES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W. K/H,SS) GALV. STEEL. APPLY C ORI_o S E Q N 32843 PIATES TU EACH FACE DF TRUSS AND. UNLESS OTHER TSF LOCATED ON TM LS DESIGN, POSITION PER DRAWINGS LIDA-/. !7 T,' ANY INSPFCIION OF PLATES FOLLOWED BY (i) SHAIL BE PER ANNE% A3 OF TPI1 2002 SL C.3. A SEAL ON THTS w IT Building Components Group,Inc DRAWING INDICATES ACCEPTANCL OF P20F[SSION qt ENGINEERING RESPONSIBILITY S0'FtY FOR THE TRUSS COMPONENT 'o1'lM11. 6 DUR.FAT.. 1.25 FROM RON I-�aYLn� ,tip G,T, 338q DESIGN IHOWN. THI SUITABILITY ANO USE OF THIS COMP ONFNT FOR ANY BUILDING IS IMI RE SP ONS IB II TTY OF THE Uficat lonzatl . <, / BUIL: TGNFR I� . :,TPI 1 - .., Aug - C,N(t 4.0 J1 1T9t Z05 , ::,: HIS UWU YRLPARLU IRUM LUMPUILL( INPUI LUAUS h UIMLNSIUNS) SUHM111LU UY TRUSS MIR. (J 07-0330--Coalson Contracting Populo Project -- Lot 800 Pine Atlantic Bch, FL T7 Flat (alt Brg)) Top chord 2x4 SP #2 N 120 mph wind, 23.37 ft mean hgt, ASCE 7 02, CLOSED bldg, Located Bot chord 2x6 SP #1 Dense anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind BC Webs 2x4 SP #2 N DL-3.0 psf. Iw-1.00 GCpi (+/-)=0.18 Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/480 live and L/360 total load. BC 34 0.02 2.88 ROOF DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL MEET CODE REQUIREMENTS AND ALLOW COMPLETE DRAINAGE OF ROOF AT ALL TIMES TO AVOID PONDING. 1.5X4111 0.25 3X5(R) III 1.5X4 III T 0 11-0 1-8-12 R-140 U=69 2180 3X6111 1.5X4111 3X5= 0 1-8 0-3-8)- 1 7 8 2 3 0-0 Over 2 Supports>1 R=143 U=78 Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.00(1.25) /10(0) 7.36.040 QTY:1 FL/ /3/ / /R/ Scale =.5"/Ft. —WARNING" TRUSSES RIIIIRE 1%MME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO BCS] (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 218 .• • •• •f TC LL 20.0 P S F R E F R 1 5 1 49475 NO GID LEE SIREET, SUITE 312, IA ALE%ANUR . VA, 22314) AND WTIA (HOOD TRUSS COON CIL OF AMERICA, 6300 ENTERPRISE LANE. MADISON, WI 53]19) FOR SAFETY PRACIICES PRIOR ID PERFORMING THESE FUNCTIONS. UNLESS i V D L 15.0 P S F DATE 08/09/07 OTHERWISE INDICATED TOP CHORD SHALT. HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE No A PROPERLY ATTACHED RIGID CEILING. y —IMPORTANT*FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. FEW BCG, INC. SHALL NOT 7� ` C DL 5.Q PSF DRW HCUSR151 07221114 ALPINE BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS IN COMFORMANCE WITH A: T OF B C L L 10.0 P S F HC-ENG CC/AP TPI: OR FAGRICAIING. HANDLING. SHIPPING. INSTALLING 8 GRACING OF TRUSSES. J DESIGN CONFORMS WITH ADPL I LABII PROVISIONS OF NDS (NATIONAL DESIGN SPEC. GY AFBPA) AND IPI. ITW BCG "/�►� CONNECTOR PLATES ARE MADE OF 20118/16GA (W,H/55/K) ASTM A653 GRADE 40/60 (W, K/H.S1) GALY. STEEL. APPLY (/ •�UR�Vp TOT.L D. 50.0 P S F S E A N 32846 PLATES TO FAC'I/ACE OF TRUSS AND, ON OTHERWISE LOCATED ON THIS OE SIGN. V05fIlON VER ORAWINC,S 160A-Z. n., ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNEX A3 OF IP11 2002 SEC.3. A SEA1. ON THIS ` L,,� JT Building Components Group,inc DRAWING INDICATES ACCEP LANCE OF PR DIESSIONAI. ENGINEERING RESPONSIBILITY SOLELY FOR TME TRU55 CDMPONFNI 'OVAL� D U R.FAC, 1.2 5 FROM R O N .ti Fi DESIGN SHOWN. THF SUIT AB" TY ANO USE OF THIS COMPONENT FOR ANV BUILDING IS IBI RESPONS IDILITY OF THE A as.,.�.tl,.nes r s '+iOI338 A. ¢ar. , BUIL IGNER It ,',:.._LOT 1 .: t. '_ Ems...-x c....1. '_,n,:Aug ,,.�..'s -i r.�.:_ i:.CIN 4.0 1� . .., JET �,1T9 �_. ._Z 0 5t,,:._,, tHI� UNIX VKLVAKEU THUM I,UMF'UI R INV UI (LUAU t, 6 U1MLNbIUNJ) JUMMI1ItU HY IKU�J MFH 7 . (J-00330- Coalson Contracting -Populo Project - Lot 800 Pine Atlantic Bch, FL T7 Flat (alt Load for moment)) Top chord 2x4 SP #2 N Negative reaction(s) of -252# MAX. (See below) from a non-wind Bot chord 2x6 SP #1 Dense load case requires uplift connection. Webs 2x4 SP #2 N 120 mph wind, 23.37 ft mean hgt, ASCE 7-02, CLOSED bldg, Located SPECIAL LOADS anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind BC - (LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.=1.25) DL-3.0 psf. Iw=1.00 GCpi (+/-)=0.18 TC From 70 PLF at 0.00 to 70 PLF at 2.88 BC From 8 PLF at 0.00 to 8 PLF at 1.00 Wind reactions based on MWFRS pressures. BC From 30 PLF at 1.00 to 30 PLF at 2.88 BC 800 LB Conc. Load at 0.17 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L1480 live and L/360 total load. BC 34 0.02 2.88 ROOF DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL MEET CODE REQUIREMENTS AND ALLOW COMPLETE DRAINAGE OF ROOF AT ALL TIMES TO AVOID PONDING. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DWG PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/ SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. 1.5X4111 0.25 3X5(R) III 1.5X4 III T 0 11-0 1-8-12 21-8-0 3X6111 1.5X4111 3X5= L-1-0 0:'j 037 1> 4 ( _178 n2 13-0-0 Over 2 Supports_ 1 R=1316 U=702 W=5.5N R252 U=379 Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave Cq/RT=1.00(1.25) /10(0) 7.3 6.0 4 0 100ra ' QTY:1 FL/ /3 / /R Scale =.5"/Ft. **WARNING** TRUSSES REOUIRr EXTREME CARE IN FABRICATION, HANDLING. SNIPPING. INSTALLING AND BRACING. REFER IO BC51 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 218 •••••••*•••• TC L L 20.0 P S F R E F R 1 5 1 49476 NORTH LEE 5TRUIT, SUITE 312. ALE%ANDRIA. VA. 22314) AND NTCA (HOOD TRUSS COUNCIL OF AMERICA, 6300 �•• o (� ENtER PRISE LANE. MADISON. H[ 53 19 FOR SAF FTY PRACTICES PRIOR t0 PF.RF DRHINO THESE FUNCTIONS. UNLESS T C D I 1[ 0 P(,F DATE 0 U/0 7/0 7 OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE L J J A PROPERLY ATTACHED RIGID CEILING. ly • 22 BC DL 5.0 PSF DRW HCUSR151 07221115 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITN BOB. INC. SHA' NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS IN COMFORMAN OF WITH ALPINE TPI: OR FABRICATING. HANDLING. SHTPPING. 1NSTA1LING 8 BRACING OF TRUSSES. = ST T BC LL 10.0 P S F HC-ENG CC/AP DE SIGH CONE OR HS WITH APPLICABLE PROM SIGNS OF NDS (NATIONAL DESIGN SPEC. BY aFARA) AND TPI. ItW BCG w o(, CONNECTOR PLATES ARE MADE OF 2D/18/15GA (W,H/SS/K) ASTM AG 53 GRADE 40/60 (N. K/H,SS) GALV. STEEL. APPLY �• •/•/�^,rf• TOT.LD. 50.0 P S F SEON- 32838 PI ATEG TO FAC"FA(',F OF TRUSS ANO. UNLESS OT H ERN IST LOCAT EO ON THIS OE SIGN. POSITION PEN URANINGS 16OA-I. l ANY INSP FCTION OF PLA FES FOL LOWE0 BY (1) SHALL BE PER ANNEX A3 OF IP11-2002 SEC.]. fFI, A SEAL ON THIS •••••.w �I7WByldin�gComponerrt38group,lnc DESIGNCSHOWN,ATFSTIECCEPTANCE OF SUIIABILITYANDFUSETOFTHISNAL CCOMPONENTRFBI11416ILITY BUILDINGOISLTHEORESPONSIBILITOYMOFNTHE S�QN/4l DUR.FAC. 1.25 FROM RON BUIL GNER P ,.. [ 1 .. �� CIN( 4.0 h&cat omat . __ .> Aug _ �r". JI? 1T9 _Z05� IMIJ UWU FKtHAKtU YKUM (,UMYUILK 1NEU1 (LUAU) 6 U1 MIENS 1UNJ) JUMMIIICU by IRUJJ Mt K. (J 07 0330 Coalson Contracting Populo Project Lot 800 Pine Atlantic Bch, FL T7a Flat) Top chord 2x4 SP #2 N 120 mph wind, 23.51 ft mean hgt, ASCE 7-02, CLOSED bldg, Located Bot chord 2x6 SP #1 Dense anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, wind BC Webs 2x4 SP ##2 N DL-3.0 psf. Iw=1,00 GCpi (�/-)-0.18 SPECIAL LOADS Wind reactions based on MWFRS pressures. - (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 70 PLF at 0.00 to 70 PLF at 2.88 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: BC From 8 PLF at 0.00 to 8 PLF at 1.00 CHORD SPACING(IN OC) START(FT) ENO(FT) BC From 30 PLF at 1.00 to 30 PLF at 2.88 BC 34 0.02 2.88 BC 260 LB Conc. Load at 0.17 ROOF DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL MEET CODE Deflection meets L/480 live and L/360 total load. REQUIREMENTS AND ALLOW COMPLETE DRAINAGE OF ROOF AT ALL TIMES TO AVOID PONDING. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DWG PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/ SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. 1.5X4111 3X5(R) III 1.5X4 III Ti-012 1-10-8 1-8-0 3X6111 r7 1.5X4111 3X5= Li-0-o-j 0-3 8) 11-4 0 1-12 13-0-0 Over 2 Supports R-553 U=297 W=-5.5" R--29 U=157 Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave Cq/RT=1.00(1.25) /10(0) 7.36.0409 QTY;1 FL/ f3/ / /R/ Scale =.5"/Ft. **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. �s .. �• T C L L 20-0 P S F R E F R 1 5 1 49477 REFER TO BCS] (BUILDING COMPONENT SAFETY IRTORM ATION), CUBITS HED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STREET. SUITE 312, ALEXANON IA, VA, 223141 AND NTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 �� ENTERPRISE LANE. MADISON. W! 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. ONLESS i V T C D L 1 5.0 P S F DATE 08/09/07 OTHE FOR ISE INDICATED TOP CHORD SHALL HAVE PROPE RI.Y ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. a 5 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITN BCG. INC. SHALL NOi =1f •i y BC DL 5.0 PSF DRW HCU SR151 07221116 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN COMFOR MANCF WITH � ,i ALPINE TPI; OR FABRICATING. MARBLING. SHIPPING, INSTALLING 8 BRACING OF TRUSSES. . S BC C L L 10.0 P S F HC-ENG CC/AP DESIGN CONF OP.MS NI TO APPLICABLE PROVISIONS OF I I (MA TLONgI DESIGN SPEC. 91 AFSPA) AND TPI. ITW BCG /� CONNECTOR PLATES ARE MADE OF 20/18/11" (N.H/SS/K) ASTM A653 GRADE 40/60 (W. K/H.SS) GALV. IF[EL. APPLY �•�.�I./ORI'D ; TOT.LD 50.0 PSF SEAN 32858 PLATES TO EACH FACE OF TRUSS AND, INLE 55 OTHFRW ISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS I60A-Z. ` V M ANY TNSPECTION Of PLATES FOLLOWED BY (i) SHALL BE PFR ANNEX Al OF TPII-2002 SEC.3. A SEAL ON IRIS D D R F A C 1.25 F R 01'1 R 0 N DRAWING INDICATES ACCFPTANC,F Of PROFESSIONAI FNGINLFRING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT t� N L 1�'I�BU11(l1l19(i0/II(1011@/It$oC!/OIIP,'nC AND USE OF IRIS COMP ONE N7 FOR ANY 9011."111 IS THE RESPONSIBILITY OF THEqaines ,�µ[� G am:(111C8t iFTl017ZiIt ^"a ,r NDIL .,SHOHNiGNE RTO III iP NIPI I1 :-;r....; :;».._.' eY,,-::. :. <. 16&'r: AugQu +�,..:`-`,. .>..;,:. ,.. - clNq ; 4.0 jFt, _.,vIT9 Z05 IHIJ UWU YNtYAktU YRUM CUMYUItB INHUI (LUAU) 5 UIMLNJIUNJ) JUUMIIItL) Of IkUJJ MLN. I (J-07 0330 -Coalson Contracting -Populo Project -- Lot 800 Pine Atlantic Bch, FL T7a Flat (alt Brg)) Top chord 2x4 SP #2 N 120 mph wind, 23.51 ft mean hgt, ASCE 7-02, CLOSED bldg, Located Bot chord 2x6 SP #1 Dense anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind BC Webs 2x4 SP #2 N DL-3.0 psf. Iw-1.00 GCpi (+/ )=0.18 Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/480 live and L/360 total load. BC 34 0.02 2.88 ROOF DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL MEET CODE REQUIREMENTS AND ALLOW COMPLETE DRAINAGE OF ROOF AT ALL TIMES ` 10 AVOID PONDING. 1.5X4111 3X5(R) III 1.5X4 III T L tj _H1 T 1-0 12 1 10-8 F1 F1 R=140 U=69 21-8 0 3X6111 1.5X4111 3X5= 0-1-8 0-3-8) 11-4 1 0 1-12 1 7-8—� 3-0-0 Over 2 Supports R=143 U=79 Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.00(1.25) /10(0) 7.36.0409 + QTY:1 F`L/-/3/-/-/R/- Scale =.5"/Ft. ''WARNING" TRUSSES REOUIRE EXTREME CARE IN IABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. L;ULI T C L L 20.0 P S F REFER TO BC Si (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 S••��........� R E F R 15 1 49478 NORTH LEE STREET, SO IF 312. ALE%A NOR IA, VA. 223101 ANO WFCA IWOED TRUSS COUNCIL 0I AMERICA. 6300 (� ENTERPRISE LANE. MADISON. WI 53719) FOR SAI[IY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLF55 T C DI t C Q PSF DATE Q p/D 7/Q 7 OTHFRWISE INDICATED TOP 'IID RD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE E� L 1 J J 8 A PROPERLY ATTACHED RIGID CEILING. �•' �P BC DL 5.0 PSF DRW HCUSR151 07221117 *'IMPORTANT"*FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITN BCG, INC. SHAI-L NOT 1 ALPINE BE RESPONSIBLE FOR ANY DEVIATION FROM IHIS DESIGN: ANY FAILURE TO BUILD THE TRUSS IN COMFORMANCE NITH 7f B C L L 1 0.0 P S F H C E N G CC/AP TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING 8 BRACING OF INUSSE S. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AFAPA) ANO TPI. ITW BCG : - CONNECTOR PLATES A0.E MADE OF 20/38/1 TGA (W,H/SS/K) ASTM A153 GRADE 40/60 (W, K/H.SS) GALV. STEEL. APPLY ww f• T O T L D 50.0 PSF S E Q N 32862 'BY TO TACH FACE OF TRUSS AND. UME ESS OTHERN ISE LOCATED ON THIS VE SIGN, POSITION PEN URANI NGS I60A-2. ORI N ANY INSPECTION OF.PLAFFS FOLLOWED NY (i) SHALL BE PER ANNE% Al OF TPL1-2002 SEC.,. A SEAL ON THIS ' lH n �-�� D U R.FAC. 1.2 5 FROM R 0 N ... ITWBui�ding componetifS Group,Inc DRAWING INDICATES ACCFPTANCC OF PROFESSILNAL ENGINFERING RESPONSIBTIITY SOLELY FOR THE TRUSS COMPONENT [�10�� 181ITES C`� GI, 338 DF SIGN SHOWN. THE SUITANILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE ti • <<:tiscat �:,. lorizat ....,1 BDIL ..:IGNER .. .... _ ..,.�;: �<;: :.-,;:,:Au �;,,;.,: . ...CIN( -4.0 ,. . JFK 1T9t, Z05 ,,<,. I"IS UWU VKLFAHtU CHUM I,UMMUILE( 1NHUI (LUAU)6 UIMENOIUNO) ZUbM1IILU by IRUSS MER. (J 07 0330- Coalson Contracting -Populo Project Lot 800 Pine Atlantic Bch, FL T8 3'SB Flat Girder) Top chord 2x4 SP #2 N 120 mph wind, 23.40 ft mean hgt, ASCE 7-02, CLOSED bldg, Located Bot chord 2x6 SP #1 Dense anywhere in roof, CAT I1, EXP C, wind TC DL--3.5 psf, wind BC DL=3.0 Webs 2x4 SP #2 N psf. Iw-1.00 GCpi (+/-)=0.18 SPECIAL LOADS Wind reactions based on MWFRS pressures. — (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 70 PLF at 0.00 to 70 PLF at 10.88 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: BC From 30 PLF at 0.00 to 30 PLF at 7.00 CHORD SPACING(IN OC) START(FT) END(FT) BC From 8 PLF at 7.00 to 8 PLF at 11.00 BC 120 -0.13 10.73 BC 143 LB Conc. Load at 8.94 PLB- 78 LB Conc. Load at (0.94,21.71) , (2.94,21.71) , (4.94,21.71) Deflection meets L/480 live and L/360 total load. (6.94,21.71) Truss must be installed as shown with top chord up. The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DWG PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/ SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. ROOF DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL MEET CODE REQUIREMENTS AND ALLOW COMPLETE DRAINAGE OF ROOF AT ALL TIMES TO AVOID PONDING. 3X3= 3X5= 1.5X4 III 3X5(R) III n LJ7- 1-8-12 0-11-12 *21-8-0 1.5X4111 3X5= 1.5X4111 5X7= (E 4-0-0 0-1-120-3-8 1-�---3-2-13 �� 3-4 11 SIE 3-11-4 11-0-0 Over 2 Supports R=327 U-175 R=1128 U=679 W-5.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.00(1.25) /10(0) 7.36.040 1 FL/ /3 / R/ Scale =.5"/Ft. `*WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. T C L L 20.0 P S F REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 218 ��.•'` =•�NR E F R151-- 49479 NO'1H LEE STREET. SUITE 312, ALEXAN OR IA. VA, 22314) AND WE CA (WOOD TRUSS COUNCIL OF AMERICA, 6100 4 S (� FN TE RPR15F LANE, MADISON. WI 53)19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUtLCT IONS. UNLESS .(/K� T C DI 15.0 P S F DATE 0 8/D 7/O 7 OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED SIRUCTURAL PANELS AND BOTTOM CHORD SIIAIL HAVE L A PROPERLY ATTACHED RIGID CEILING. Q B C* D L 5 Q P S F* DRW HCUSR151 07221122 —IMPORTANT—FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ttW BCG. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS IN COMFORMANCE WITH ALPINE 111; OR FABRICATING. HANDLING. ""PING. INSTALLING 8 BRACING OF TRUSSES. TATE OF BC LL 10.0 P S F HC-ENG CC/AP DESIGN CONFORMS HITH APPLICABLE PROVISIONS OF NOS INA TIONAL DESIGN SPEC. BY AFNPA) AND IPI- ITN BCG=Z� . w CONNECTOR PLATES ARE MADE OF 2O/18/16GA (W.H/SS/KI ASTM A653 GRADE 40/60 (W. K/H,SS) GALV. STEEL. APPLY o /�/Op,QP e T 0 T.L D. 50.0 P S F SEAN 28743 PLATES TO FACH FACE OF TRUSS AND. UNIE SS OTHERWISE LOCA IfO Oq THIS DESIGN. POST TION PER DRAWINGS 160A Z, ANY INBY ECT ION OF —(ES FOI IOWED BY 111 'HALL BE PER ANNEX A3 OF TPI 1-2002 SE C.3. A SEAL ON IRIS OUR.FAC. 1.25 FROM RON I1WBuilding Components OOGroup,l/iC DRAWING SHOWN, IFs E SUITABII OF PROFESSIONAL ENGINEERING RFSPONSIBB ILD SOLELY FUR THF IROS$ COMPCN[HE OryAI '2an�C5 GE, 33p DESIGN SH 11W N. THF SUI TAA II.I(Y AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE R[SY DN 51BILt FY OF !NE P'�L y� aificat BD1It_ cxeR .;,IPI i Aug ;� ....: ,�� CIN( X4.0 .. J{ - 1T9 _" Z05 .... r;:Ionzat 7 INiJ UWU VKtVAR LU -MUM (.UMFUItK INPU I (LUAU) 6 UI MtfVJ 1UNJ) �'UMMIIItU by IKUJJ MEN. (J-07-0330 Coalson Contracting -Populo Project Lot 800 Pine Atlantic Bch, FL T8a 3'SB Flat) Top chord 2x4 SP #2 N 120 mph wind, 23.40 ft mean hgt, ASCE 7-02, CLOSED bldg, Located Bot chord 2x6 SP #1 Dense anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind BC Webs 2x4 SP #2 N DL-3.0 psf. Iw=1.00 GCpi (+/-)=0.18 SPECIAL LOADS Wind reactions based on MWFRS pressures. -- (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 70 PLF at 0.00 to 70 PLF at 2.88 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: BC From 8 PLF at 0.00 to 8 PLF at 0.88 CHORD SPACING(IN OC) START(FT) END(FT) BC From 30 PLF at 0.88 to 30 PLF at 2.88 BC 34 0.02 2.88 BC 143 LB Conc. Load at 0.17 PLB- 78 LB Conc. Load at (1.94,21.71) Deflection meets L/480 live and L/360 total load. Truss must be installed as shown with top chord up. The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DWG PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/ SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. ROOF DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL MEET CODE kEQUIREMENTS AND ALLOW COMPLETE DRAINAGE OF ROOF AT ALL TIMES TO AVOID PONDING. 1.5X4111 3X3= 1.5X4111 L U T 0-11 12 1-8 12 21-8 0 1.5X4111 1.5X4111 3X5= L1-0-0' 03r "-!411-7 g�r2 3� 0-0 Over22 Supports R=428 U=247 W=5.5" R=59 U=32 Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.00(1.25) /10(0) 7.36.0409. QTY:1 FL/-/3/-/-/R/- Scale =.511/Ft. **WARNING** TRUSSES RFOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. T C L L 2 0.0 P S F REFER TU BCSI IN COMPONENT SAIEIY INFORMATION), PUBLISHED BY TPI (TRBSS PLATE INSTITUTE. III S.. �. , R E F R 1 5 1 49480 NORM LEE Si0.FET, SUITE 312. ALEXANDRIA, VA. 22314) NO WT CA (WOOD TRUSS COUNCIL OF AMERICA, 6JOU • ^•• ENTERPRISE LANE. MADISON, WI 53]19) FoI SAFETY PRACTICES PRIOR To PERFORMING THESE FUNCTIONS. BNLESS J TC DIE. 15.0 P S F DATE 08/09/07 OTHERWISF INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE V A PROPERLY ATTACHED RIGID CEILING. BC DL 5.0 PSF DRW HCUSR151 07221119 **IMPORTANT**FURN(SH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BCG, INC. SHALL NOT y i �• ALPINE BE RESPONSIHIE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE KITH 7f B C L L 1 0.0 P S F H C-ENG CC/AP TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING h BRACING OF IN SSSS. DESIGN CONFORMS WITH APPI'CABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC• BY AF11A) AND TPI. ITW NCG �� STATE O CONNECTOR PLATES ARE MADE OF 20(18/16GA (W,B/SS/K) ASTM A653 GRADE 40/fi0 (W. K/H.SS) GALV. STEEL.. AP111 ,.' TOT.L D. 50.0 P S F S E A N 28753 PI.ATFS TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCA I E 0 ON THIS"LSI GN. PUS]I1UH PER DRAWINGS 160A-7. 4 O�,OPf ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNEX A3 OF IP112002 SEC.J. A SEAL ON THIS M�� ! 0 U R.FAC 12 5 FROM R 0 N ITW Building Components Group,Inc DRAWTNG INDICATES ACCEPIANCF OF PR DFESS111NAL ENGTNFERING ........BILITY SOI FIY IOR THE (RU<S CDM PONE NT n HFSIGN SHOWN. THE SU[TAHILIIY AND USE OF THIS COMPONENT FOR ANY W.11BING IS THE RESPONSIBILITY OF THE V • r Fr _ _ Ttames 338 BUT GNER P TOT 1 - '.-—tificat ',iorizat .. a _�.,6.. Aug CINCA '4.0 J 1T9 Z05 .. I H I� UWU HKtt'AKtL) FRUM IUUMHUItLF 1NHU1 (LUAU) 8 UIMtNSiUNS) JUDMIIItU DY IKUJJ MFK. (J 07-0330 -Coalson Contracting -Populo Project - Lot 800 Pine Atlantic Bch, FL T8b 3'SB Flat Girder) Top chord 2x4 SP #2 N 120 mph wind, 23.40 ft mean hgt, ASCE 7 02, CLOSED bldg, Located Bot chord 2x6 SP #1 Dense anywhere in roof, CAT II, EXP C, wind TC DL 3.5 psf, wind BC Webs 2x4 SP #2 N DL=3.0 psf. Iw=1.00 GCpi (i-/-)=0.18 SPECIAL LOADS Wind reactions based on MWFRS pressures. (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 70 PLF at 0.00 to 70 PLF at 3.54 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: BC From 8 PLF at 0.00 to 8 PLF at 0.88 CHORD SPACING(IN OC) START(FT) END(FT) BC From 30 PEE at 0.88 to 30 PLF at 3.54 BC 42 0.02 3.54 BC 143 LB Conc. Load at 0.17 PLB- 78 LB Conc. Load at (1.94,21.71) Deflection meets L/480 live and L/360 total load. Truss must be installed as shown with top chord up. The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DWG PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/ SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. ROOF DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL MEET CODE REQUIREMENTS AND ALLOW COMPLETE DRAINAGE OF ROOF AT ALL TIMES TO AVOID PONDING. 1.5X4111 3X3= 1.5X4111 Li�\� T 0-11 12 1-8-12 21-8-0 1.5X4111 1.5X4111 3X5= �1-0 0'J 0-3 8)-11 +--2 3 8 0-1-12 71` — TT �3-8-0 Over 2 Supports R=452 U=260 W=5.5" R=102 U=55 Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.00(1.25) /10(0) 7.36.040 QTY:1 FL/ /3/ / /R/ Scale =.5"/Ft. "NARNING"_ TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING.NG. G•••`•.•.••.�• T C L L 20.0 P S F R E F R151-- 49481 REf FR TO SCSI (BUILDING COMPONENT SAFE TV INFORMAtION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 ` NORTH LEE STREET. SUI EE 1 2, ALE%ANDRIA. VA, 223141 AND.TCA (HOOD iRI1SS COIINCII OF AMERICA. 6300 p (� ENTERPRISE LANE. MARISA N. WI SJ/19) EOR SAFETY PRA CiICES PRIOR I PERFORMING THESE FUNCTIONS. UNLESS T C DI 15.0 P S F DATE Q 8/0 7/D 7 OTHERWISE INDICATED TOP CHDRD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE �� / �� • 1. L A PROPERLY ATTACHED RIGID CEILING. 5 * BC DL 5.0 PSF DRW HCUSR151 07221120 "'IMPORTANT'*FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BCG. INC. SHAI I. NOT ALPINE BE RESPONSIBLE TOR ANY DEVIATION FROM THIS DESIGN: ANY TAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH IPI: OR FABRICATING. HANDL TNG. SHIPPING. INSTALLING b BRACING DF TRUSSES. S : T B C L L 10.0 P S F H C-E N G CC/AP DESIGN CONFORMS HIiH APPLICABLE PROVISIONS OF N'S (NATIONAL DESIGN SPEC. BY AF BPA) AND TPI. liW BCG CONNECFOR PLATES ARF MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W. K/H,SSI GALV. STEEL. APPLY �•��• �UR10P ` TOT.L D 50.0 P S F S E O N 28800 PL ATLI TO EACH FACE OF TRUSS AND, LINE E 55 OTHERWISE LOCATED ON THIS Df SIGN. VOSIlION PER DRAM NO I60A-2. • Nf•- ANY INSPECTION OF PLATES FOLLOWED BY (II SHALL BE PER ANNE% A3 OF TPil-2002 SEC.3. A SEAL ON 11115 (_ �oNa��6 D tJ R.FAC 1.25 F R 0 M R 0 N ITW Builds Components Group,Inc DRAWING INDICATES ACCFPTANGE OF PROFFSSIONAt ENGINEERING RESPONSIBILITY SOLELY -0R THE TRUSS COMPONENT .- GT DISIGN SHOWN. THE SII IT AH ILITY AND tI SE OF ifliS COMPONENT FOR ANY HUILDING IS THE RESPONSIBILITY OF INE 9amas 33s4Q BHI1GNER P TOT I .w <;....: _. .W ._. Aug �> CIN( 4.0 0 .::.;1T9 t"'—- tificat .onza''l C-�' Z 0 5 IITIJ UWU PKtPAKtU ERUM I.UMPUItR 1NPU 1 (LUAU) S UIMt NJIUNJ) JUbMiIILU by IKUJJ ME K. ( J 07-0330 -Coalson Contracting Populo Project Lot 800 Pine Atlantic Bch, FL T9 5'SB Flat Top chord 2x4 SP #2 N 120 mph wind, 23.44 ft mean hgt, ASCE 7-02, CLOSED bldg, not Bot chord 2x6 SP #1 Dense located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #2 N DL-3.5 psf, wind BC DL-3.0 psf. Iw=1.00 GCpi (+/-)=0.18 Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/480 live and L/360 total load. BC 75 -0.13 10.73 Truss must be installed as shown with top chord up. Provide for complete roof drainage. Truss not designed for ponding. ROOF DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL MEET CODE REQUIREMENTS AND ALLOW COMPLETE DRAINAGE OF ROOF AT ALL TIMES TO AVOID PONDING. 3X5(R) III 1.5X4 111 3X3= T Li LJ T 1-9-4 1-0-4 21-8-0 1.5X4111 2X5111 5X7= �E 4-0-0 J 0-1 — 6-7 8 X11 3-11-4 .0-3-8 1-1 LE 11-0-0 Over 2 Supports R=242 U=134 R=755 U=602 W=5.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.00(1.25) /10(0) 7.36.040 QTY:l FL/ /3/ / /R/ Scale =.5"/Ft. AAWARNINGAA TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. T C L L 20.0 P S F REFER TO "CSI (BUILDING COMPONENI SAFETY INFORMATION), PUBLISHED BY TOT (TRUSS PLATE INSTITOIE. 218 G••.A\� ...... R E F R 1 5 1 49482 NORTH LEE STREET, SUITE 312. ALEXANDRIA. VA, 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ` ��•� ENTERPRISE LANE, MADISON, WI 53]19) FOR SAFEIY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS TC DL 15.0 0 P S F DATE 08/09/07 OTHERWISE ROPE RLV ATTACHED RIGID CEILING-INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE :J J A PING. No. 12 * 84 BC DL 5.0 PSF DRW HCUSR151 07221019 A AIMPURTANTAAFORNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ITW BCG. INC. SHALL NOT ALPINE BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS IN COMFORMANCE WITH B C L L 1 0.0 P S F HC-ENG C C/A P TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING 8 BRACING OT IRUSSts. DESIGN CONFORMS KITH AP PROV LSIONS OF NDS (NATIONAL DESIGN SPEC. 8Y AF 6P A) AND TPI, iTW BCG CONNEC TUR PL ATFS ARE MADE OF 20/18/16GA (W,H/SS/K) A5iM A663 GRADE 40/60 (W, K/H.SSJ GALV. STEEL. APPLY '/�Ri10,P+'fr• T 0 T.L D. 50.0 P S F S E Q N 28704 PLATES TO EACH FACE OF TRUSS AND. ONLESS OTHERWISE LOCATED ON THIS OESIGN, P05111UN PIN DRAWINGS 1ti0A-Z. C T.' ANY INSPECTION OF PLATES FOLI OWED BY (i) SHALL DE PER ANNEX A3 OF IPI 1-2002 5EC.3. A SEAL ON THIS IT Building Components Group�nC DRAWING 1NUICATES ACCEPTAN(:F OF PROFESSIONAL FNGINEERING RESPONSIDILI TY SOLELY FOR THE TRUSS COMPONENT VwDUR FAT.. 1.25 FROM RON '-i31nCS FT 33i3 BML 5HONN GNERiMP SUITANIII IT, AND USE OF THIS OMP ONE NT FOR ANY oUILDIHG I5 TNC RESPONSIBILITY OF THE �u g A I N al ��: � .,. .. ; . . ._ 4.0 t JI , 1T9 ,. z05 ;, IH1J UWU KKLFAKLU TRULY (.UMKUILK 1NMU1 (LUAU) 6 U1MtN�lUNJ) JUbM111LU tlY IKUJJ MI-H. ( J-07 0330- Coalson Contracting -Populo Project Lot 800 Pine Atlantic Bch, FL T9a 5'SB Flat ) Top chord 2x4 SP #2 N 120 mph wind, 23.44 ft mean hgt, ASCE 7-02, CLOSED bldg, Located Bot chord 2x6 SP #1 Dense anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind BC Webs 2x4 SP #2 N DL-3.0 psf. Iw-1.00 GCpi (+/-)=0.18 Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/480 live and L/360 total load. BC 34 0.02 2.88 Truss must be installed as shown with top chord up. Provide for complete roof drainage. Truss not designed for ponding. ROOF DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL MEET CODE REQUIREMENTS AND ALLOW COMPLETE DRAINAGE OF ROOF AT ALL TIMES TO AVOID PONDING. 1.5X4111 3X3= 1.5X4111 T 1 0-4 1-9-4 21-8-0 1.5X4111 1.5X4111 3X5= Li-0-o-j 0-3-8) 11-4 0-1 12 �` 1 7 8----n 13-0-0 Over 2 Supports �— R=186 U=135 W=5.5" R-78 U=46 Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.00(1.25) /10(0) 7.36.0409 QTY:1 FL/-/3/-/-/R/- Scale =.511/Ft. •R TER NT ONGAA BCSITRULBOILDINGSSES IRE COMPONENTE CARE SAFETYIITNTORMATION,. PUBLIDSHED BYSTPPPIITRUSSSPLACENIN"IDTUTEC1218 GS•••••••••••• TC LL 20.0 PSF Y REF R151-- 49483 NORTH LEE SIREE T. SUITE 312. ALE%ANDRIA. VA, 22 314) ANO WTCA (HOOD TRUSS COUNCIL OF AMERICA. 6300 (` ENTERPRISE LANE. MADISON, WI 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS v T C D L 15.0 P S F OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY AITACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVEDATE 08/09/07 A PROPERLY ATTACHED RIGID CEILING. y BC DL 5.0 PSF DRW HCUSR151 07221025 —IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BCG. INC. SHALL NOT ){ ALPINE BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN COMFORMANCE WITH B C L L 1 0.0 P S F HC-ENG C C/A P TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING 8 BRACING OF TRUSSES. A UE SIGN CONE OR M5 WIIH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AFBPA) AND TPI. ITW BCG wx CONNECTOR PLATES ARC MADE OF 20/I8/16GA (W,H/SS/K) A5 TM A653 GRADE 00/60 (W, K/H,55) GALV, STEEL. APPLY o• •��O��OA�� T 0 T.L.D. 50.0 P S F S E Q N 28759 PIATES TO EACH FACE OF TRUSS AND. UNLESS OIHERWISE LOCATED ON THIS OE SIGN, POSITION PEP DRAW i NGS 160A-Z. •• T ANY INSPECTTON OF PIATLS FOLLOWED BY (i) SHALL BE PER ANNE% A3 OF TPI1-2002 SEC.3. A SEAL ON THIS (�(• OUR.FAC. 1.25 F R 0 M R 0 N DRONING INDICATES ACfEP IA fIfE OF PROFF SSIONAL ENGINFERINC.RESPONSIBILITY SOI FIY FOR THI TRUSS COMPO NF 1ryVBuildingComllOflElltsGlOup,ln AND USf OF THIS COMPONENT FOR ANY BUILDING IS THE RISPONSIBUITY OF THE /O /�F "lames Y`� Rf, 338 DF SIGN SHOWN. THF SUITABILITY �_.atificat - ;onzat ;.„;:,. BDILGNFRP ..,..,, LET , :;.. .. im,. ; :: .., ... . Aug A.€;: _ .CIN( '4.04.. d ,,.1T9 '- Z05 ..= IM1�, UWU YKtFAR tU VKUM UUMI'UItR 1BEEF 1 (LUAU) h UIMtNJIUNJ) �Ut1MI IILU by IKU�� MIK. ( J 07 0330 Coalson Contracting Populo Project - Lot 800 Pine Atlantic Bch, FL T9b 5'SB Flat ) Top chord 2x4 SP #2 N 120 mph wind, 23.44 ft mean hgt, ASCE 7-02, CLOSED bldg, Located Bot chord 2x6 SP #1 Dense anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind BC Webs 2x4 SP #2 N DL-3.0 psf. Iw=1.00 GCpi (+/-)=0.18 Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/480 live and L/360 total load. BC 42 0.02 3.54 Truss must be installed as shown with top chord up. Provide for complete roof drainage. Truss not designed for ponding. ROOF DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL MEET CODE REQUIREMENTS AND ALLOW COMPLETE DRAINAGE OF ROOF AT ALL TIMES TO AVOID PONDING. 1.5X4111 3X3= 1.5X4111 T LJ U T 1 0-4 1-9-4 21-8-0 1.5X4111 1.5X4111 3X5= Li-o-off 0-3 8) 11 4 2-3-8 0 1 12 �1-� �3-8-0 Over 2 Supports R=215 U=149 W=5.5" R=116 U=65 Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.00(1.25) /10(0) 7.36.0409. o QTY:1 FL/-/3/-/-/R/- Scale =.5"/Ft. —WARNING— TRUSSES RIOURE I1111111 CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. L;U•. , T C LL 20.0 P S F R E F R 1 5 1 49484 REFER 10 ' (BU II.DI NG COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 Y�•. NORTH LEE STREET, SUITE 312. ALEXANDRIA. VA. 223141 ANI) WiCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 •�.` ENTERPRISE IANE, MADISON, WI 53/19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS •�� TC DL 15.0 P S F DATE 08/09/07 OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY AITACHED STRUCTURAL PANELS AND EDITOR CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. No 6 1 BC DL 5.0 PSF DRW HCUSR151 07221009 —IMPORTANT*'FURNISH A COPY OF THIS DESIGN TO TOT INSTALLATION CONTRACTOR. ITW BCG. INC. SHALL NOT ALPINE BE RESPONSIBLE TOR ANY DFVIAFION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS IN COMFORMANCI WITH z B C L L 1 0.0 P S F HC-ENG C C/A P TPI: OR FABRICAT[N G. fIA NDLING, SHIPPING. INSTALLING 8 BRACING OF TRUSSES. 3 I', E SIGN CONFORMS Wf TM APPLICABLE PR 041ST ONS OF NDS (NATIONAL DESIGN SPEC. BY AEBPA) AND TP t. ITN BCG -0 1. T E OF _ CONNEC IRR PLATES ARE MADE OF 201 18 IN.H/SS/K) ASTM A653 GRADE 40/60 (W. K/H.SS) GALV. STEEL. APPLY xi.• Prt TOT.L D. 50.0 P S F S E Q N 28806 PLATE' TO EACH FACE OE FIUSS AND. UNLESS OTHERWISE LO CATER ON THIS DESIGN, POSITION PFR DRAWINGS 160A-Z. ANY INSPECTION OF PACCES FOLACCEPTANCE By (i) SHALL BE PER ANNEX A3 OF TILITY 02 SOLELY A SEATCOMPONENT ON THIS �QN�� D U R FAC 1.25 F R 0 M R 0 N ITW Building Components Group,Inc DRAWING INR ICATES ACCLPTANCE OF AND OF T ENGINEERING COMPONEN RFSPO NSIB IUILD SOLELY EOR IPF TRUSS COM PRN THE {G',r` Iaines C1, 33$ UESIGN SHOWN. BiI TTY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RF SPONSIBILIIY OF THE BHI{ GNER PI 1 Aug -- CIN( , '4.0 J1 1T9 '-" ZO aroficat�_ Jo�zat 7 .. IH1�, LIN, FKLHAKLU EKUM I,L/MPUILK INNUI (LUAUS 5 UIMLNJIUNJ) JUMMIIILU by IHUJJ MEN. ( J 07 0330 Coalson Contracting Populo Project Lot 800 Pine Atlantic Bch, FL - T10 7'SB Flat ) Top chord 2x4 SP #2 N 120 mph wind, 23.48 ft mean hgt, ASCE 7 02, CLOSED bldg, not Bot chord 2x6 SP #1 Dense located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #2 N DL-3.5 psf, wind BC DL-3.0 psf. Iw=1.00 GCpi (+/ )=0.18 Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/480 live and L/360 total load. BC 75 -0.13 10.73 Truss must be installed as shown with top chord up. Provide for complete roof drainage. Truss not designed for ponding. 3X5(R) III 1.5X4 III 3X3= T L T 1-9-12 1 0-12 21-8-0 1.5X4111 2X5111 5X7= �E 4-0-0 ,I 0-1 12 6-7-8 �E 3-11-4��8 11-0-0 Over 2 Supports R=242 U=134 R=755 U=603 W=5.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.00(1.25) /10(0) 7.36.0409 QTYl FL/ /3/ / /R/ Scale =.511/Ft. p *REyFER NT0 BCS.TRU(BR ILDING SES IRE COMPONENMECARE SAFET Y I INFORMAL ION)N PUBNIISH ED RY SHIPPING, 'I RU SS INSTALLING INSTITUTE BRACING.218 . TC LL 20.0 PSF REF R151 49485 NORTH LEE STftLEi, SUITE 712. ALEXA NDft IA, VA, 22314) AND NTCA (NOOU TRUSS CU UNCIL OF AMERICA, 6700 •� "• •" • ENTERPRISE LANE. MADISON, WI 53]19) FOR SAFE.IY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS TC DL 15.0 P S F DATE 08/09/07 OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. = BC DL 5.0 PSF DRW HCUSR151 07221020 —IMPORTANT* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITN BCG. INC. SHALL NOT �* ALPINE RE RESPONSIBLE FOR ANY DEVIATION EROM THIS DESIGN; AN V FAILURE TO BUILD THE TRUSS IN COMFORMANCE WITH i BC LL 10.0 P S F HC-ENG CC/AP TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING b BRACING OE 1RDSSES. TATE O DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFSPA) AND TPI. ITW BCG �i ° TOT.L D. 5 0.0 P S F CONNECTOR PLATES APE MADE OF ?0/18/16GA (W. /55 ASTM A653 GRADE 40/60 (W. K/H,SSJ GAILY STEEL. APPLY S E Q N 28714 PLATES TO FAIR FAC[ 0( TRUSS AND. UNLESS OTHERWISE LOCATED UN THIS DESIGN. POSTTTUN PEk DRAWINGSI6UAL. "" ORIVPf ANY INSPECTION OF PLATES FOLLOWED 9Y (Y) SHALL 8F PER ANNE% A3 OF TPI1.2002 SF C.3. A SEAL ON THIS �� `� 6� D U R.FAC 12 5 FROM R O N DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL FNGINFFP.ING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT • lTW Building Components Group,Inc 1lQ ` l-lames '-� �'. 338qQ�� DESIGN SH)WN. THE SIItTAR[I TTY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE ,...Ertifica ..,;iorizat .:0.�.7 RO1 GNER ...'LPI 1 z,.., .. JL.. .,... a..�s:Au9 ,� ;;CINe . '4.0 ._ J1 ..� 1T9 ., ..„M Z0` .. .,. IHIS UWU !'KtYAKtU tKUM LUMYUILK INPUI (LUAU) 6 U'IMLNJi W)) JUtf MIIIEU tlY IKUJJ MEK. ( J 07-0330- Coalson Contracting -Populo Project Lot 800 Pine Atlantic Bch, FL T10a 7'SB Flat ) Top chord 2x4 SP #2 N 120 mph wind, 23.48 ft mean hgt, ASCE 7 02, CLOSED bldg, Located Bot chord 2x6 SP #1 Dense anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind BC Webs 2x4 SP 1[2 N DL-3.0 psf. Iw=1.00 GCpi (+/-)=0.18 Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/480 live and L/360 total load. BC 34 0.02 2.88 Truss must be installed as shown with top chord up. Provide for complete roof drainage. Truss not designed for ponding. ROOF DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL MEET CODE REQUIREMENTS AND ALLOW COMPLETE DRAINAGE OF ROOF AT ALL TIMES TO AVOID PONDING. 1.5X4111 3X3= 1.5X4111 T �\v T 1012 1912 +21-8 0 1.5X4111 1.5X4111 3X5= L1-o-0'j 0 3-8)-11-4_�, 1 7_g 0-1-12 3-0-0 Over 2 Supports_ 1 R=186 U=135 W=5.5" R=78 U=46 Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.00(1.25) /10(0) 7.36.040 OTY:1 FL/-/3/-/-/R/- Scale =.5"/Ft. **WARNING** TRUSSES REQUIRE I%TREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. � •• T C L L 2 0.0 P S F R E F R 1 5 1 49486 REFER 10 BCST (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (Tft USS PLATE INSTITUTE. 218 G••..........••• NORM LEE STREET, SUITE 312. ALE%ANURIA. VA. 22314) AND WTCA (N ODD TRUSS COUNCIL OF AMERICA, 6300 (��/ �.• . (` R OTHERWTSEE IN I CATF UIAND TOPN CHORD SH A ILL VERPR OPERLYSAFETY P ATTACHED S TRO CTURA LTI EP ANEMSN ANDHBOTESE TOMNCHO RDS SHALLNLESS HA VE { •• TC DL 15.0 P J F DATE 0 8/O 9/D 7 A PROPERLY AIIACHED RIGID CEILING. 5 BC DL 5.0 PSF DRW HCUSR151 07221010 IMPORTANT-FURNISH A COPY OF THIS DESIGN 10 THF INSTALLATION CONIRACIOR. ITW BCG. INC. SHALL NOT ALPINE BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS IN COMFORMANCE WITH B C L L 1 0.0 P S F H C E N G CC/AP TPI: OR FABRICATING. HANDLING, SHIPPING. IN6IAILING 8 BRACING OF TRUSSES. ; TA E OF DESIGN CONFORMS KITH APPLICABLE PROVISIONS OF ND$ (NATIONAL DESIGN SPEC, 8Y AF&PA) AND TP[. ITW BCG CONNECTOR PLATES ARE MADE OF 20118/16GA (W.H/55/K) ASTM A653 ON 40/60 (W, K/H.SS) GALV. ST[Et. APPLY �� Afl TOT.L D 5 00 P S F S E Q N 28764 PLATES TO EACH FACE UT TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS pESIGN, POST IION PER DRAWINGS t60A Z. VVV .�O p�Q•r•. ANY INSPFCIION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNE% A3 OF TPI1-2002 St C.3. A SEAL ON THIS D U R.FAC. 1.25 F R 0 M R 0 N DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINFFRI NG RE SPO NSIBII TY SOLELY FOR IME TRI1S5 COMPONENT •�� ITW Building Components Group,Incs�Q 4aines"� �T. 338 DESIGN SIIUWN- TIIE SUITA9ILITY AND IISF OF iHiS COMPONENT FOR ANY -!LDING I$ THE RE SPONSIB[LITY OF THE tificat � lorizat • i B. :,IGNtR .. „TP, 1 e � "., .� ... >_.. - �: ,, N 0 Jf? .,. 9 ..,, 51 ,; Aug CI 4 1T ZO HIS UWU YKtHAKLU hKUM I.UMT`UItH 1N1`UI (LI)AUS 6 UI MLNSIUTNS) SUMMIIILU by MUSS MEN. ( J 07-0330 -Coalson Contracting -Populo Project - Lot 800 Pine Atlantic Bch, FL T10b Flat Girder ) Top chord 2x4 SP #2 N SPECIAL LOADS Bot chord 2x6 SP #1 Dense — (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) Webs 2x4 SP #2 N TC From 70 PLF at 0.00 to 70 PLF at 3.54 BC From 8 PLF at 0.00 to 8 PLF at 0.88 120 mph wind, 23.48 ft mean hgt, ASCE 7-02, CLOSED bldg, Located BC From 30 PLF at 0.88 to 30 PEE at 3.54 anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind BC PLB- 1094 LB Conc. Load at (2.73,21.71) DL 3.0 psf. Iw=1.00 GCpi (I-/-)=0.18 Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/480 live and L/360 total load. BC 42 0.02 3.54 Truss must be installed as shown with top chord up. The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. Provide for complete roof drainage. Truss not designed for ponding. ROOF DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL MEET CODE REQUIREMENTS AND ALLOW COMPLETE DRAINAGE OF ROOF AT ALL TIMES TO AVOID PONDING. 1.5X4111 3X3= 1.5X4111 1011 1911 21-8-0 1.5X4111 2X4111 3X5= L1-0-0j 0-3-8) �2-3-8 0�1 12 �3-8-0 Over 2 Supports R=562 U=313 W=5.5" R=866 U=462 Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.00(1.25) /10(0) 7.36.0409. QTY:1 FL/-/3/-/-/R/- Scale =.511/Ft. **WARNING** TRUSSES RFOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. . t/ T C L L 2 0.Q ESE F RLIER TO "" (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PIATE INSTITUTE. 218 S,.......•.... R E F R 1 5 1 49487 NORTH LEE STREET. SUITE 312, ALE X NORIA. VA. 22314) ANO WFCA (HOOD TRUSS COUNCIL OF AMERICA, 6]00 ENTERPRISE LANE. MADISON, WI 53]19) rOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS �•�*i TC DL 15.0 P S F DATE 08/09/07 O'IIERMISE INDICA IFD TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. a BC DL 5.0 PSE DRW HCUSR151 07221013 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITN BCG, INC. ILA LI NOT ALPINE BE RESPONSIBLE ICI ANY DEVIATION FROM IHSS UE SIGN: ANY FAILURE TO BUILD THE TRUSS IN COMFORMANCE WITH = BC LL 10.0 P S F HC-ENG CC/AP TPI: OR FABRICATING. HANUL ING, SHIPPING. INS TA I.I.I NG & BRACING OF TRUSSES. UE SIGN CONf ORMS HITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. DV AFBPA) ANp IPI. IT STA O : (� CONNECTOR PLATFS ARE MADE OF 2O/18/16GA (W.H/SS/K) ASTM A653 GRADE 40/60 (W, K/H.SS) GAIN. STEEL. APPtY �'.•� T Q T,L D, 50.0 P S F S E A N 28838 PLATES TO EACH FACF OF TRUSS AND. ENT SS OIHERHISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 150A-Z. Q p,Q., ANY INSPECTION OF PLATES FOLLOWED BY (iJ SHALL BE PER ANNEX A3 OF TPI1-2002 SEC.3. A SEAL ON THIS fl '6\ D U R.FAC. 1.2 5 FROM R O N DRAWING INDICATFS ACCEPTANCE OF VROFF SSlONAL ENGINEERS NC,RE SP ONS IB SLI FY SOLELY FOR THE IRUSS COMPO Nf NT �~ ITW Building Components Group Inc / Nw DFSIGN SHOWN. tHE SUIIAR IFI iY AND USE OT THIS COMPONENT FOR ANY BUILDING [S THE RESPONSIBILITY OF THE O'■/"�� Maines �T. 338 .7 BUIL ..:IGNLP TPI I ..,, ...,�:_ _ .� .; Aug �...� v ., .CIN( 4.0 „> J 1T9 ,, ZO5 .1 .:_tificat , jorizaT IITIJ UWU YRtFAR ED FRUM UUMPUItK INF'UI (LUAU) S UIMtNJI UTNJ) JUbMIIItU UY IKUJJ ME K. ( J-07 0330 Coalson Contracting Populo Project -- Lot 800 Pine Atlantic Bch, FL - 111 9'SB Flat ) Top chord 2x4 SP #2 N 120 mph wind, 23.52 ft mean hgt, ASCE 7 02, CLOSED bldg, not Bot chord 2x6 SP #1 Dense located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #2 N DL-3.5 psf, wind BC DL-3.0 psf. Iw=1.00 GCpi (+/-)=0.18 Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/480 live and L/360 total load. BC 75 -0.13 10.73 Truss must be installed as shown with top chord up. Provide for complete roof drainage. Truss not designed for ponding. ROOF DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL MEET CODE REQUIREMENTS AND ALLOW COMPLETE DRAINAGE OF ROOF AT ALL TIMES TO AVOID PONDING. 3X5(R) III 1.5 X 4 III 3X3= T1-10 4 1 21-8-0 1.5X4111 2X5111 5X7= 1E 4-0-0 0-1-12 8 6-7-8 }E 3-11 4�� 11-0-0 Over 2 Supports _1 R=242 U=135 R=755 U=603 W=5.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.00(1.25) /10(0) 7.3 6.0 4 OTY:1 FL/ /3/ / /R/ Scale =.5"/Ft. —WARNING— TRU5SE5 REOPIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. G T C ILL 2 0 0 P S F R E F 8 1 5 1 49488 REFER To SCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BV IPI (TRUSS PLATE INSTITUTE, 218 ` `••r N• NORTH LEE STREET. SUITE 312. ALEXANDRIA, VA, 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ��•V\ �•� ENTERPRISE LANE. MADISON, NI 53]19) FOR SAFETY PRACTICES PRI Oft TO PERFORMING THESE FUNCTIONS. UNLESS ��• V� T C D L 1 5.0 PSF DATE 08/09/07 OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERTY ATTACHEO RIGID CEILING. Q• % •* BC DL 5.0 PSF DRW HCUSR151 07221021 —IMPORTANT*`FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BCG, INC. SHALL NOT ALPINE BF RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE i0 9lIILD THE TRUSS IN CONFORMANCE WITH BC LL 10.0 PSF HC-ENG CC/AP TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING d BRACING OF TftU55ES. IO: TAT O DESIGN CONFORMS WITH APPLICABLE PROVISIONS DF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ITW BCG JS•'�•• Pf TOT.L D. 5 0.0 PSF S E Q N 28721 CDIN"IOR PLATES ARE MADE OF 20/18/15GA (W,H/SS/K) ASTM AA"GRADE 40/50 (N, K/H.SSI CALI. STEEL. AP P I.Y C/ r PLATES TO EACN FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRANINGS 160A-Z. ••�O�_,Oi'••`•(i��` ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PFR ANNE% Al OF TPII-2002 SE C.3. A 5EAL. ON THIS Civ D U R.FAC. 1.25 FROM R 0 N 17YY Building Canponen]ts]]OOGroup,inC DESiIGN'S"RICA LES TH AIIIIIAICI 101 PROFE5510NAL ENGINEERING RESPONSIBILITY SOIFLY FOR THE TRUSS COMPONFNi YY A 4• 'ilding on 3J0 AN USE OF THIS COMPO NE NI FDR ANY BUILDING IS THE RESPONSIBILITY OF THE aificat ,.. Ionzatl. s.7 NDIL ,..,IGNER PI I _.. ::_. - _,- ;; ';. Aug A..._;:... 1 ,. ... CIN( ,.,'4.0 ., J 1T9 .. :,;-. Z05 ; IMIJ UW(. YRtYAtPLU I-SUM I,UMI'UILK INPUI (LUAU) & UIMLNSLUNJ) JUb M111tU NY IRUJJ MFR. ( J 07-0330 -Coalson Contracting Populo Project Lot 800 Pine Atlantic Bch, FL Tlla 9'SB Flat } Top chord 2x4 SP #2 N 120 mph wind, 23.52 ft mean hgt, ASCE 7 02, CLOSED bldg, Located Bot chord 2x6 SP #1 Dense anywhere in roof, CAT II, EXP C, wind TC DL- IH1J UWU NKtF'AHtU FRUM UUMPUItR INPUT (LUAU) 6 U1 Mt NJ 1 FJNJ) JUMM111tU UY IRUJJ MY H. (J 07 0330- Coaison Contracting -Populo Project Lot 800 Pine Atlantic Bch, FL Tllb Flat Girder) Top chord 2x4 SP #2 N 120 mph wind, 23.54 ft mean hgt, ASCE 7-02, CLOSED bldg, Located Bot chord 2x6 SP #E1 Dense anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind BC Webs 2x4 SP ##2 N DL-3.0 psf. Iw=1.00 GCpi (+/-)==0.18 SPECIAL LOADS Wind reactions based on MWFRS pressures. (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 70 PLF at 0.00 to 70 PLF at 2.88 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: BC From 8 PLF at 0.00 to 8 PLF at 0.88 CHORD SPACING(IN OC) START(FT) END(FT) BC From 30 PLF at 0.88 to 30 PILE at 2.88 BC 34 0.02 2.88 BC 143 LB Conc. Load at 0.17 PLB- 78 LB Conc. Load at (1.94,21.71) Deflection meets L/480 live and L/360 total load. Truss must be installed as shown with top chord up. The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DWG PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/ SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. ROOF DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL MEET CODE REQUIREMENTS AND ALLOW COMPLETE DRAINAGE OF ROOF AT ALL TIMES TO AVOID PONDING. 1.5X4111 3X3= 1.5X4111 T1-8T1 1-10-8 21-8-0 1.5X4111 1.5X4111 3X5= Li-0-0'j 0-3-8)-11-4 0-1-12 rpf1 1-7 8---n 13-0-0 Over 2 Supports R=428 U=249 W=5.5" R=59 U=32 Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.00(1.25) /10(0) 7.36.040• QTY:1 F`L/-/3/-/-/R/- Scale =.5"/Ft. * GRACE *WARNING** RNTON BCS-TRUSSES(BUILDING IRE COMPON ENTNECARE SAFETY IN INFORMATION)- PUBLISHFD BY SHIPPING. (TRUSS INSTALLING INSTNIT UTE. IM J • 1. LL 20.0 PSF NORTH LEE SIREET, SUITE 312. ALEXANDRIA. VA, 22314) AND WT CA (WOOD TRUSS COUNCIL UT AMERICA, 5300 �••'••••••••••••• d' /` R E F R 15 1 49490 ENTERPRISE LANE, MAOISON, WI 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. ONIESS �••� T C D L 1 5.Q P S F DATE 08/09/07 OTHERWISE INDICATED TOP CHORD SHALL ITAVF PROPERLY ATTACHED STRBCTURAL PANELS ANU BOTTOM CHORD SHALL HAVE •� A PROPERLY ATTACHED RIGID CEILING. BC DL 5.0 PSF DRW HCUSR151 07221121 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITN BCG. INC. SHALL NOT BF RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO B"'ID THE TRUSS IN COMFORMANCE WITH ALPINE TPI; OR FABR1f,ATINI. HANUL,NG. SHIPPING, INSTALLING 8 BRACING OF TRHSSES. B C L L 10.0 P S F H C E N G CC/AP DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFIPA) AND TPI. III BCG A ' T E O CONNEC T O0. PLATES ARE MADE OF 20/1M/1SGA (W.H/SS/R) ASTM A553 GR A❑1 40/50 (W. R/H.SS) GAL'. STEEL. APPLY �••F P+ TOT.L D 50.0 P S F S E Q N 28794 PLATES TO EACH EAC OF IRU51 AHD, UNLESS OTHERWISE LOCATED ON Tl115 UE SI C.N. POSITION PER DRAWT NGS I5OA-Z- •�O I��Of••.` ANY INSPECTION OF PLATES FOLLUWEO BY (i) SHALL BE PER ANNEX A3 OF TPI I-2002 SEC.3. A SEAL ON THIS (� • w••• FROM RON ORAHfNG TNOfCATES of CE PTA NCE OF PROFESSIONAf FNGfNFERfN-RESPONSfBILITV SOLELY FOR IHE TRUSS COMPONENT {� OUR FAC. 1.2 5 ITW Building Components Group,Inc / HBInf:S h FT• 338 DESIGN SHOWN. iHF SIIIIABtLIIY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RE SPUNS7811 ITY Of THE — t:dificat ionzat - .,:. � BN TL FIBER .. TPI 1 : �.. t",-, UT . _. � ...Aug _. -- .CIN( ._ ��4.0 < U ., 1T9 ;-ZO` H1J IIWU KKLFAKtU hKUM L.UMF'UILK 1NFU I (L UAUJ N UIMLNJIUW�,) JUbMIIItU HY IKU�J MY K. ( J-07-0330 Coalson Contracting Populo Project Lot 800 Pine Atlantic Bch, FL - T12 11'SB Flat ) Top chord 2x4 SP #2 N 120 mph wind, 23.56 ft mean hgt, ASCE 7 02, CLOSED bldg, not Bot chord 2x6 SP #1 Dense located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #2 N DL-3.5 psf, wind BC DL-3.0 psf. Iw-1.00 GCpi(+/-)==0.18 Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/480 live and L/360 total load. BC 75 -0.13 10.73 Truss must be installed as shown with top chord up. Provide for complete roof drainage. Truss not designed for ponding. ROOF DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL MEET CODE REQUIREMENTS AND ALLOW COMPLETE DRAINAGE OF ROOF AT ALL TIMES TO AVOID PONDING. 3X5(R) III 1.5X4 III 3X3= T 1-10 12 1 1-12 21-8-0 1.5X4 111 2X5111 5X7= 1� 4-0-0 ,1 0-1-12 6 7-8 a�F 3-11-4 — 8 11-0-0 Over 2 Supports R=242 U=135 R=755 U=604 W=5.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.00(1.25) /10(0) 7.36.0409. QTY:1 FL/ /3/ / /R/ Scale =.5" Ft. **WARNING** TRUSSES RLOIIIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. 16ULI T C L L 2 0.0 P S F R E F R 1 5 1 49491 REFER TO BCSI (BUIIDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITLITE, 218 tS NORTH LEE ST REEF, SUITE 312, AI S'1"DRIA, VA, 22114 AND WTCA (WOOD IRU SS COUNCIL OF AMERICA, 6300 `•••••••••••• •• ENTERPRISE LANE. MA OI SON. WI 53219) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS �•••� T C DL 15.0 P S F DATE 08/09/07 OTHERWISE INDICATE TOP CHORU SHA\.1. HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. _ BC DL 5.0 PSF DRW BCUSR151 07221018 **IMFUR7ANT**FORM ISIT A COPY OF THIS DESIGN iO THE INSTALLATION CONTRACTOR. ITW BCG. INC. SHALL NOT ALPINE BE RESPONSIBLE FOR ANY DEVIATION FROM THIS RESIGN: ANY FAILURE TO BUILD THE TRUSS IN COMFORMANCE WITH 1� B C ILL 1 0.0 P S F H C-ENG CC/AP TPI: OR Fn DRIF.ATI NG. HANDLING, SII IPPING. INSTALLING 8 BRACING OF TRIis SE s. DESIGN CONFORMS WIIH APPLICABLE➢ROYISIONS OF NDS (NATIONAL DESIGN SPEC. BY AFSPA) AND TPI. FEW BCG •• $T TE O TOT.L D. 5 0.0 P S F S E Q N 28726 CONNECTOR PLATES ARE. MA UE OF 20/1B/16GA (W,II/SS/K) ASTM A653 GRADE 40/60 (W. K/H,SS) GALV. STEEL. APPLY PLATES TO TACIT FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER ON 16OA-Z. y��Rtioj•.. ANY INSPECt(ON OF PLA FES fOLLOWEO BY (i) SHALL BE PER ANNE% A3 OE IPI1-2002 SE C.3. n SEAL ON THIS • •••• ITW Building ComponeMsf8jGroup,inC DRAWING INDICATES ACCFPTANCF OF PROFESSI01AL ENGINEERING RESPONSIBILITY SOLFLY FOR THE TRHSS COMPONFNT tPs��M••• DOR.FAC. 1.25 FROM RON sc'i '1 aines -eti'i��Z$t x J BUIL SHOWN'GNFgiP SUIIAB,LR;Ti USE OF THIS NPDXE NT FOR Y BUILDING T HE RCSPOMSIBILI FY Of THE �u g u'■•f 11 4y�` . :SIN( ; 4.0 ;,.; JR1T9I _Z05 M1�) UWU PKtPAKLU hKUM LUMPUILK INPUI (LUAU) 5 U1MtN�)lUNJ) JUMM111tU HY IKUJJ MR. ( J-07 0330- Coalson Contracting -Populo Project — Lot 800 Pine Atlantic Bch, FL F12a 11'SB Flat ) Top chord 2x4 SP #2 N 120 mph wind, 23.56 ft mean hgt, ASCE 7 02, CLOSED bldg, Located Bot chord 2x6 SP #1 Dense anywhere in roof, CAT II, EXP C, wind TC DL-°3.5 psf, wind BC Webs 2x4 SP #E2 N DL-3.0 psf. Iw-1.00 GCpi (+/-)=0.18 Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/480 live and L/360 total load. BC 34 0.02 2.88 Truss must be installed as shown with top chord up. Provide for complete roof drainage. Truss not designed for ponding. ROOF DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL MEET CODE REQUIREMENTS AND ALLOW COMPLETE DRAINAGE OF ROOF AT ALL TIMES TO AVOID PONDING. 1.5X4111 3X3= 1.5X4111 T-1T12 1 10-12 F F1 21-8 0 1.5X4111 1.5X4111 3X5= L-1-0-0::;J 0-3� 11 1 7 8 t 2 3 0 0 Over 2 Supports_ R=186 U=136 W-5.5" R=78 U=46 Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.00(1.25) /10(0) 7.36.0409. QTY:1 FL/-/3/-/-/R/- Scale =.5'I/Ft. -WARNING-TRUSSES REQUIRE I%INFME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. T C L L 20.0 P S F REFER TO BCS. (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, ITO ��••••�•t; R E F R151-- 49492 NORTH LEE STREET. SUITE 312. ALE%ANDREA. VA. 2231A) AND WT CP (WOOD TRD S5 COUNCIL Of AMERICA, 6300 =•••- ENTERPRISE LANE, MADISON, WI 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS J T C p L 15.0 P S F DATE 0 8/09/07 OTHERWISE INGE CATFD TOP CHORD SHALL HAVE PROPERLY ATTACHED STROCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. _a BC DL 5.0 ESE DRW HCUSR151 07221015 'IMPORTANT'*FURN1511 A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BCG, INC. SHALL NOT { ALPINE BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH = B C L L 1 0.0 P S F H C E N G CC/AP TPI; OR FABRICATING, HANDLING. SHIPVING. INSTALLING 3 BRACING OF TRIES SE S. DESIGN CONFORMS IT APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF3PA) AND TPI. ITN BCG = CONNECTOR PLATES ARE MA OE OF 20/1B/16GA (N,H/SS/K) ASTM A653 GRADE AO/60 (W, K/H.SS) GALV. STEEL. APPLY ��••/ TOT.L D. 5 0.0 P S F S E Q N 28777 PLATES TO EACH FACE OF IRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z: �••'.I•(OR�O� ANY INSPECTION OF PLATES FOI.t OWED BY (iI SHALL BE PER ANNEX A3 OF TOIL 2002 SFC.3. A ,LAI ON TH[S ITW Building Components Group,InC DRAWING INDICATES ACCFPTANCF OF PROFESSIONAL FNGINEERING RFSPONSIBILIIY 101FIY FOR THE TRUSS COMPONENT D U R FAC. 1.25 F ROM R O N 4aines FT 338 DESIGN SHOWN. THE SUITARTI TTY AND USE OF THIS COMPONENT FOR ANY BUILDING IS TIIE RESPONSIBILITY OT THE u A 1Y•� RUIL ;GNER P IPI 1 -"- «fficatM..,:,onzaf �..v >.... >> ,< <_.�,; ,..., ... fin;.._4u9 C I N -4.0 J 1T9 Z05 . . till UWU YKLFAKtU FKUM UUMYUIER INYU1 (LUAII�l h UIMLNJIUNJ) JUbMIIILU HY IKUJJ MIK. ( J 07 0330 Coalson Contracting Populo Project Lot 800 Pine Atlantic Bch, FL T13 13'SB Flat ) Top chord 2x4 SP #2 N 120 mph wind, 23.60 ft mean hgt, ASCE 7-02, CLOSED bldg, not Bot chord 2x6 SP #1 Dense located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #2 N DL-3.5 psf, wind BC DL-3.0 psf. Iw-1.00 GCpi(-I/-)=0.18 Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L1480 live and L/360 total load. BC 75 -0.13 10.73 Truss must be installed as shown with top chord up. Provide for complete roof drainage. Truss not designed for ponding. ROOF DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL MEET CODE REQUIREMENTS AND ALLOW COMPLETE DRAINAGE OF ROOF AT ALL TIMES TO AVOID PONDING. 3X5(R) III 1.5X4 III 3X3= T U LJ 1 11-4 1-2-4 1-8-0 1.5X4111 2X5111 5X7= 4-0-0 J 0-1-12 6-7-8 3-11-4 0 3 8 'J7 11-0-0 Over 2 Supports R=242 U=135 R=755 U=605 W-5.5" Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave Cq/RT=1.00(1.25) /10(0) 0409_jjwwuvft, QTY:1 FL/-/3/-/-/R/- Scale —.5"/Ft. —WARNING— TRUSSES REQUIRE INTRFMF CARE 1N FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. /` R E E R151-- 49493 'FF ER TO 'CSI (BOT LUINC.COMPONENT SAFETY INf ORMATION). PDBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 �x ww TC LL 20.0 P S F NORTH TEE STREET, SUITE 312. ALE%ANOR IA, VA, 22314 AND WTCA (WOOD IROSS COUNCIL OF AMERICA. 6300 .x;x"' Aim' ENTERPRISE LANE. MADISON, NI 53/19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS .. �•' T C DIE. 15.0 PSE DATE 08/09/07 OTHERWISE INDICATED TOP CHORD SHALL NAVE PROPERLY ATTACHED ST RUCTURAI. PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. No 5 1 BC DL 5.0 PSF DRW HCUSR151 07221022 xxIMPORTANT—VURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BCG, INC. SHALL NOT y ALPINE BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN COMFORMANCE NETH if B C L L 10.0 P S F HC-ENG C C/A P TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING d BRACING OF TRUSSES, y DESIGN CONFORMS WITH AP PI!C ABLE PROVISIONS Oi NDS (NATIONAL DESIGN SPCC, BY AEBPA) AND TP[. ITN BCG �� - IA O CONNECTOR PLATES ARE MADE OF 20/IB/16GA (W.H/S5/K) ASTM A653 GRADE 40/60 (H, K/H.SS) GALV. STEEL. APPLY A TOT.1-D. 50.0 P S F S E Q N 28731 PLATES TO EACH FACE OF TRU 55 ANO. ONE E SS OTHERWISE LOCATED ON IHIS DESIGN. POSITION PER DRAWINGS 160A,Z. �•• I�1 O�� ` ANY INSPECTION OF PLATES FOLLOWFO 0Y (;, SHALL 9[. PER ANNE% A3 OF TPI,-2002 SfC.3. A SEAL ON THIS '�O M.V � D U R.FAC 1.25 F ROM R 0 N 17W Building Components Group,Inc DRAWING INDICATES ACCFPTANCF OF PR Of E55IDN Al FNG LNEERING RESPONSI'ILIiY SOLELY FOR THE TR LI SS COMPONFNT n `1-{'`Calfa. Fi'�nZa BI IL SHOWN GNLRT PISUI�AB t. IPIT; USE OE iHfSOMPONENT fOR Y BUILDING 1THE RF SPDNSIBTY OF HE �U V 11 -; ,.CINE. . 4.0 ,.E e.. Jq 1T9 Z05 , ., .,. IH1J UWU PMtPAMLU THUM L.UMPUILIf 1NPU1 (LVAD A UIMtNJI UNJ) �Ut5M111tU by IHU�� MY N. ( J-07 0330- Coalson Contracting Populo Project Lot 800 Pine Atlantic Bch, FL T13a 13'SB Flat ) Top chord 2x4 SP #2 N 120 mph wind, 23.60 ft mean hgt, ASCL 7-02, CLOSED bldg, Located Bot chord 2x6 SP #1 Dense anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind BC Webs 2x4 SP #2 N DL-3.0 psf. Iw=1.00 GCpi (+/ )=0.18 Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/480 live and L/360 total load. BC 34 0.02 2.88 Truss must be installed as shown with top chord up. Provide for complete roof drainage. Truss not designed for ponding. ROOF DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL MEET CODE REQUIREMENTS AND ALLOW COMPLETE DRAINAGE OF ROOF AT ALL TIMES TO AVOID PONDING. 1.5X4111 3X3= 1.5X4111 T U u T 1-2 4 1-11-4 21-8-0 1.5X4111 1.5X4111 3X5= L-1-0 0- 0-3-8)-11-4 1-7-8 0-1-12 —��- 3-0-0 Over 2 Supports Ej R=186 U=136 W=5.5N R=78 U=46 Design Crit: TPI -2002(STD) /FBC PLT TYPE. Wave Cq/RT=1.00(1.25) /10(0) 7.3 6.0 4 0,*jrQTY:1 FL/ /3/ / /R/ Scale =.5"/Ft. **WARNING** TRUSSES REQUIRE EXTR(ME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING, T C L L 20.0 P S F REFER 10 BCSI (BUILDING COMPONENT SAFETY INFORMATION), PURI-151{ED By TPI (TRUSS PLAT[ INSTITUTE, 218 `. R E F R 1 5 1 49494 NORM LEE SIREET. SUITE 312. ALEXANDRIA. VA, 22314) AND WTCA (HOOD TRUSS COUNCIL OF AMERICA, 6300 Y • L�*�, ENTERPRISE LANE, MADISON, WI 53]19) FOR SAFETY PRACTIf.ES PRIOR t0 PERFORMING THESE FUNCTIONS. UNLESS C TC DL 15.0 PSF DATE 08/09/07 OTHERWISE INDICATED TOP C41OR0 SHALL HAVE PROPERTY ATTACHED StRUCrURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. * BC DL 5.0 PSF DRW HCUSR151 07221016 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTgLLATION CONiRAC1OR. ITN BCG, INC. SHALL NOT ALPINE BE RESPONS1SEE FOR ANY DEVIATION TROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TE OF B C ILL 1 0.0 P S F H C-E N G CC/AP TPI; OR FABRICAI ING. MAN OI TNG, SHIPPING. 1NSi AL LING 6 B0.ACI NO Or TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AFAPA) AND TPI. (TW BCGJ.s CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM ABB GRADE 40/60 (W. K/H,SS) GALV. STEEL. APPLY �•*�� !On,OT_ TOT.1-D. 5 0.0 P S F S E A N 28782 PIAIFS TO FAIR FACE OF TRUSS AND, UNLESS UTHIRWI SE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A Z. C �� ANY INSPECTION 01 PL-', LOT,OWED BY (i) SHALL BE PER ANNEX A3 OF TPII-2002 SEC.3. A SEAL ON THIS tTW Building Components Group,Inc, DRAWIRG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSTBII ITY SOLELY FOR THE TRUSS COMPONENT D D R FAC. 1 2 5 FROM R O N Haines Thi r" 338 OF STGN SHOWN. THE SUITABILITY At) USE OF THIS COMPONENT FOR ANY BUILDING 15 THE RESPON51BILITY OF THE _ _ll ,tificateW,, ,:orizat >e BUTL 'GRER "U', IPI I U qu9 ;. �� CIN(JU i Ff, 1 T 9 - Z05 111J UWU YKLYAKLU LKUM LUMYUILK INEUI (LUAUS L U1MLN�iUN�) JUUMIIILU DY IKUJJ MER. ( J 07 0330 Coalson Contracting Populo Project Lot 800 Pine Atlantic Bch, FL T14 14'11"4SB Flat Top chord 2x4 SP #2 N 120 mph wind, 23.64 ft mean hgt, ASCE 7-02, CLOSED bldg, not Bot chord 2x6 SP #1 Dense located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #2 N DL-3.5 psf, wind BC DL-3.0 psf. Iw=1.00 GCpi (+/-)=0.18 Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/480 live and L/360 total load. BC 75 -0.13 10.73 Truss must be installed as shown with top chord up. Provide for complete roof drainage. Truss not designed for ponding. ROOF DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL MEET CODE REQUIREMENTS AND ALLOW COMPLETE DRAINAGE OF ROOF AT ALL TIMES TO AVOID PONDING. 3X5(R) III 1.5X4 III 3X3= Li U Li T 1-11 12 1-2-12 21-8-0 1.5X4111 2X5111 5X7= IE 4-0-0 0 1-12 Tr 6-7-8 }E 3-11-4 1-1 11-0-0 Over 2 Supports 31-1 R=242 U=135 R=755 U=606 W=5.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.00(1.25) /10(0) 7.3 6.0 4 0 ' QTY:1 FL/-/3/-/-/R/- Scale =.5"/Ft. "*WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. �C,•.��........ T C L L 2 O.Q P S F REFER TO BC SI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 218 N R E F R 15 1 49495 NORTH LEE STREET, SUITE 312, ALEXANDRIA, VA, 2?114)T AND)WTCA (WOOD TRUSS COUNCIL OF AMERICA, GJ00 ��`` �� ENTERPRISE LANE, MADISON, W1 53119) FOR SAFETY PRACTICES PRIOR TO PERFORMING THFSE FUNCTIONS. UNLESS V T C D L 15.Q P S F DATE 08/09/07 0111E RWISE INDILgTE1 TOP CHORp SHALL HAVE PROPERLY ATTACHED SiRUCtURAL PgNELS AND BOTTOM CHOND SHgLL HAVE �A A PROPERLY ATTACHED RIGID CEILING. I� BC DL 5.0 PSF DRW HCUSR151 07221024 —IMPORTANT""FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BCG, INC. SHALL NOT ALPINE BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN COMFORMAHCE WITH B C L L 1 0.0 P S F HC-ENG C C/A P TP[: OR FAeRICAT[N(i. HANDLING, SHIPPING, INSIALLiNG & BRACING OF TRUSSES. T TE O DESIGN CONFORMS WI TM AP P I.i CA BLE PROVISIONS OF NDS (NAIL 0NAL DESIGN SPEC. BY AFBPA) AND TPI. ITW BCG CONNECTOR PLATES ARE MADE OF 20/18/16GA (W.11/SS ASTM A653 GRADE 40/60 (W, KIM 1) GALV. STEEL. APPLY Q.,. TOT.L D. 50.0 P S F S E Q N 28739 PLATES TO FACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON IM IS DESIGN, POSITION PER ORA"NGS 16DA-2. �' C�R1O f ANY INSPECTION OF PIATES FOLLOWED BY (I) SHALL BE PER ANNEX Al OF TPI1.2002 SEC.]. A SEAL ON THIS (1 ITWBIuid egComponents8roup,Inc 0RAIGNGSHDWNCATESTHELSLIITABILITY ANDIE OFFUSEI TAIHISGCOMPONENTPFORDANYBIT 'Y NSOL EL F.RESPONSRtUS-11 MODNTHE aS'�QNAIENC� DUR.FAC. 1.25 FROM RON h, GI 4ug /� CIN -4.0 J 1T9 Z05 5°.�._':atfcat ,.. ,.yorizat w.,.., Bun •GNFR P TPI 1 ., m. '.. ,: _. ::[., .... h ... — -., r .:z. IITIJ UWU YKtPAKLU FRUM UUMPU ILK 1NFU 1 (LUAUS 6 UIMLW,I UNJ) JUdM111tU MY IKUJJ MFH. ( J 07 0330- Coalson Contracting -Populo Project Lot 800 Pine Atlantic Bch, FL T14a 14'11"4SB Flat ) Top chord 2x4 SP #2 N 120 mph wind, 23.64 ft mean hgt, ASCE 7-02, CLOSED bldg, Located Bot chord 2x6 SP #1 Dense anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind BC Webs 2x4 SP #2 N DL-3.0 psf. Iw=1.00 GCpi (i/ )=0.18 Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/480 live and L/360 total load. BC 34 0.02 2.88 Truss must be installed as shown with top chord up. Provide for complete roof drainage. Truss not designed for ponding. ROOF DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL MEET CODE REQUIREMENTS AND ALLOW COMPLETE DRAINAGE OF ROOF AT ALL TIMES TO AVOID PONDING. 1.5X4111 3X3= 1.5X4111 n Fl �\� T1 2 LJ U 1-11 12 21-8 0 1.5X4111 1.5X4111 3X5= Li-0-0::.j 03�8i11 178 0-1 z 3-0-0 Over 2 Supports R=186 U=136 W=5.5" R=78 U=47 Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.00(1.25) /10(0) 7.36.040QTY:1 FL/-/3/-/-/R/ Scale =.5"/Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. �.•.•�� -.•/ T C L L 20.0 P S F RFFFR TO BCS[ (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BV TPI (TRUSS PLATE INSTfTUTE, 218R E F R 1 5 1 49496 NORTH LEE STREET. SUI IE 311. AL IA VA. 22314) AND NTCA (NOOD TRUSS COUNCIL 01 AMERICA. 6300 S ENTERPRISE LANE, MADISON. WI 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS T C D L 15.0 P S F DATE 08/09/07 OTHERWISE INDICATED TOP CI10 RD SHALL LIAVE PROPERLY ATTACHED 'TRUCTURAL PANELS ANO BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Np l' BC DL 5.0 PSF DRW HCUSR151 07221017 —IMPORTANT—FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITN BCG. INC. SHALL NOT ALPINE BE RESPONSIBLE FOR ANY LEVIAtION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN COMFORMANCE WITH B C L L 10.0 P S F HC-E N G CC/AP TPI; OR FABRICATING. IIANOLING. SHIPPING. INSTALLING 8 BRACING Of TRUSSES. A; TAT DESIGN CONE ORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF6PA) AND TPI. III BCG CONNL CTOR PLATES ARE MADE OF 20/18/16GA IT'S' ASTM A113 GRADE 40/60 (N. K111. 1 GALV. STEEL. APPLY P f TOT.L D. 50.0 P S F S E A N 28787 PLATES TO EACH FACE OF TRf15S ANU. UNLESS RTHFRN ISE LOCA iFE ON NNIS DESIGN. POSIt ION PER ORAN[NGS IDEA-Z. OR,O�.•r ANY INSPECTION OF PLATES fGLLOWFE BY (T) SHALL BE PER ANNE% A3 EF TP 11-2002 "C.1 A SEAL ON IHLS • D D R FAC 1 rl 5 F R O M R O N ERAWING INDICATES ACCEP IANCE OF PROFESSIONAI ENG INFFRI NG RESPONSIBILITY SOI ELY FOR THE TRUSS CO P ONENI M•N L ITW Building Components Group,Inc ��NA< t{3IIIC$ �� T 3384 OF SIGN SHRWN. THF SUITABILITY ANR USF OE IH[S COMPO NF:NT FOR ANY RUILDiNG IS (HF RESPONSIBILITY OF IMf - _ ,,._tiiicat onzat ...,� BHIL GNER E PI 1 :. .._- �.: ., >.... .i .._.., Aug �1.;:.. .;CIN( -4.0 ;._ dE 1T9 . . ZOEtz Y 1rt�if CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 07 Os� OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US "Fx BUILDING PERMIT APPLICATION DUVAL COUNTY QFri y � 7 77.x'i,,',i�p�n�r,�,r E„^6�x S «"9" '4 f� �.6., sm.,, „yi'!i:,sis „, t�,'w ,lildi4gil r aH .9i, 5w G` ;QFfb ,.., ,.,fi 'a ;ir,lFiF,i.a rid hg F. .,r`s &.'USE pF` T2tJTt1RE'. ;`•, 10-8 a t aS-aG E 6-L1r0-%'Q _ IVNEW BUILDING ❑DEMOLITION ❑ SIDENTIAL LOT_BLOCK_SUB DIVISION ❑ADDITION 11 CONVERTING USE COMMERCIAL ❑ALTERATION ❑ACCESSORY BLDG. -&lF18E,$P%NKLM ,. ` �`�• ❑REPAIR ❑POOL/SPA ❑YES ❑N/A GW pb nE�•n `£ Ali�P•`�. ?yq?t,dppia t"t' I+fZ ,t ,csa dlh,,.i ,,.K ,..,c iiG`.'i„ y.#s ❑MOVE . 11 OTHER ❑NO : v'p 'z u* 7 Tf ai ,�IL r . l.1RCCTOItvlts 9.NAME: 15.COMPANY NAME: 23.COMPANY NAME: 5e ph Y c `�t mlo CO/aLS.ZjJ CCaIftAC'! j L> V 'l 16. ME: 24.LICENSEE NAJE- 10.ADDRESS: 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLOIkt0A LICENSE NO.: 14 4 0, G� 18.ADDRESS: 26.ADDRESS: fl�l�rrh`c(SCh,�Q �a3.3 I sz5-A rtw.TW zµw)>5+ 11.OFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE: 20.FAX NO.: 27.OFFICE PHONE: 28.FAX NO.: 241- 3470 111 a4 -- 1 3.CELL PHONE: 21.CELL PHONE: 29.CELL PHONE: 237- Zo'I -> 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: C,-C oCL 50 Q bo tl Sow44}•Can► A� t��i� 74, a t (ty y utN ry n ap�Ci ,"',I y Iris;%oRpili. s x r=,c• . v I SJR, �II��,*rs-- i :�3p��«�� •`.'. °p�'i�.�r is y�PtlFwd�;+,r�c, �,tptq '��i�i. .?g�N,° xal au� ��p�.iE YY .,.. �� 31.NAME: 33.NAME: 35.NAME: 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: 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 period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for 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 applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and 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 BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. p4 h 3^ 'i r^' .t 3r•e ;yr a a t ' 3 i n! ( d _ � .5're V� 14 Sign' _ V Date Signed Date: 7 Before,m this a f \ ��\\ �� ` � n I ,,sjq� B e me this day of 200�rq\p1� t,�ty�� Duval,State of Florida,has personalty appeared\� m`; }Q I res•:�,p ,'i'� uval,State of Florida,has personally appeared �� `ee �� (� ��> �`':' 0911812011 `••. - �� c��srnr� ,�ter•; �Xpl�es''••.`''s '' herin by himself/herself and affirms t at all sta$emept�t� t W hrKaie = herin by himself/herself and affirms that all statemeiRs and de i true and accurate. _ 111 YY�tlOn # true and accurate. _ 01ARY P IIIC Notary Public at Large,State of 11L o Notary Public at Large,State of ,couv of ❑PP�rsonally Known t �i 9 �� ersonall Known ' OdProducedldentification- �1 '��/ l`' �,� �� y �� l''•DD109034 Q-:z �,, �� ❑Produced Identification- i Q Notary Signature: .L.2# L c�� I t1711� Notary Signature: -o- COAB FORM BLDG01:REVISED:8/2/2007 City of Atlantic Beach Plan Review Correction Report As of: 1014/2007 Permit#: 07-1367 Job: 2-story office building Address: 590 Sturdivant Ave. LIFE SAFETY Code: 2004 Florida Fire Prevention Code 7.2.12 Area of Refuge required 7,12.4.4,1.0 Handrail extensions at all stairs: 12"top K 1 tread depth bottom 7.2.2.5.1.1 Inside exit stair to be"enclosed'" - 1 hour rated 7.2.2 63.l 45 minute door with fire rated hardware and closer required at outside stair 7.2.12.2.3 All"'accessible stairs-to be 48"wide 7.5.4 Both stairs to be accessible 7.8 Illumination of means of egress not indicated 7.9 Emergence light behind retractable curtain 8.6 Vertical opening protection required at stairs.elevators etc. 9.7.4.1 Fire Extinguishers p/NFPA 10 Max riser freight 7" in commercial occupancies. "Exit Access" not indicated "Occupant Load"not indicated CIVIL x Civil Drawings not provided X Ou-site water retention calculations not provided x Spot elevations for property not provided x Page Al, Specifications:Plan saes see-Site Maintenance and Drainage Plain'—not provided. STRUCTURAL Code: 2004 FBC,ASCE7-02 1603.1.4.1 Structural Design Criteria not indicated Ch. 16 Structural Engineering hasn't been submitted(Pages S1-S4) 106.1.1 Supporting structural calculations not submitted x Engineered floor sN sten details not provided ACCESSIBILITY Code: 2004 FBC 11-4.3 Unable to determine if accessible parking space,accessible isle and route to door meet accessibility r requirements. 11-4.6 Accessible parking sign not located and detailed. 11-4.11 Specifications for elevator not provided 11-4.13 Door schedule not provided—unable to determine if doors and hardware meet accessibility requirements.2668 and 2070 Closet doors do not meet accessibility requirements. 11-4.15 Water fountain details not provided 114.19 Lavatory and mirror details not provided CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00001205 Date 9/08/08 Property Address . . . . . . 51 -2 PINE ST Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 200 amp phl 240 volt replaces 08 355 ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ PIPELINE ELECTRIC PO BOX 1592220 COUNTY RD 210 W STE 108 JACKSONVILLE FL 32259 (904) 559-0702 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 9/04/08 Valuation . . . . 0 Expiration Date . . 3/04/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. A CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00001196 Date 9/04/08 Property Address . . . . . . 51 -1 PINE ST Application type description ELECTRIC ONLY Property Zoning . . . . . . . COMMERCIAL, GENERAL Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc early power 400 amps phl volt 240 ---------------------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- PUOPOLO, JOSEPH & PAULA PIPELINE ELECTRIC 2446 SEMINOLE ROAD PO BOX 1592220 COUNTY RD 210 W ATLANTIC BEACH, FL 32233 STE 108 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32259 (904) 559-0702 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 9/03/08 Valuation . . . . 0 Expiration Date . . 3/03/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. HP OfflceJet 7410 Log for Personal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 Apr 26 2008 12:51 PM Last Transaction Date Time Type Identification Duration Paces Result Apr 26 12:50PM Fax Sent 96657372 0:51 2 OK S, CITY OF ATLANTIC ia, ACH ' -• J 800 SEMIT4 E ROAD j ATLANTIC BEACI L 32233 INSPECTION PHONE LIN , 247-5826 Application Number . . . . . 08-00000355 Date 3/26/08 Property Address . . . . . . 590 STURDIVANT AVE Application type description ELECTRIC ONLY Property Zoning . . . . . . . COMMERCIAL, GENERAL Application valuation . . . . 0 ---------------------------------------------- ----- ---- -- - --- - - ---- --------- Application desc NEW SERVICE 410 AMPS 200 AMPS PH1 VOLT 208 ----------------- --- -- -- --- ---- ------ ----- - --- ------------------------------ Owner Contractor ---------- ------- ------- ------ -- ------- --------- PUOPOLO, JOSEPH & PAULA PIPELINE ELECTRIC, + 2446 SEMINOLE ROAD PO BOX 1592220 CQ TY RD 2 ATLANTIC BEACH, FL 32233 STE 108 SIE; ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32 (904) 559-0702 ------------------------ ------- - - ----- --- - - ----- -- ------ ---- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 85 . 00 Plan Check Fee . 00 Issue Date . . . . 3/19/08 Valuation . . . . 0 Expiration Date 9/15/08 ------------------------------------------------- ------ --- - --- --- ------- ---- T Fee -summary Charged Paid Credited Due -------- ------- -- -------- ---------- - --------- -------- -- ,Permit Fee Total 85 . 00 85 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 85 . 00 85 . 00 . 00 . 00 f PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 w. INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-de_pt a coab.us Application Number . . . . . 08-000000 Date 1/18/08 Property Address590 S IVANT AVE Application type description E RIC ONLY Property Zoning . . . . . . . OMMERCIAL, GENERAL Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc TEMP POLE ----------------------7----------------------------------------------------- Owner Contractor ---J-------------------- ------------------------ PUOPOLO, JOSEPH & PAULA PIPELINE ELECTRIC 2446 SEMINOLE ROAD PO BOX 1592220 COUNTY RD 210 W ATLANTIC BEACH, FL 32233 STE 108 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32259 (904) 559-0702 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 7/16/08 -------------------------------------------------- -------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. fr„ CITY OF ATLANTIC BEACH 081 J 'I I ' „i 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 fl OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING DEPT@COAB US ELECTRICAL PERMIT APPLICATION DUVAL COUNTY n ar n ,^s,x"i d,r '. flnn�awP� i.:' ,.3`D!\T�F,.ry �' Gn c't°•, 1&THh��k ❑YES PERMIT#: ` Atlantic Beach FL 32233 re,N'5,�f,,<^h,in .Yu,i i,;, ° TY DWNi'n -- 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 4. ME. 6.PHONE: Ile( i/J ". 'Sril'"" 7.NA F COMPAy�: _ 8.ADDRESS.: 9.STATE OF FLOORRRIIIDA NSE NNO' `� 10.CELL PHONE: 11.FAX NO.: t� v 13.OFFICE PHONE: 14• 12.EMAIL�ADDRESS: �--�y r/ 5 15.Application is hereby made to obtain a permit to do the work and installations as indicated. I certify 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 period of six(6)months at any time after work is commenced. CONTRACTORS SIGNATURE: �'+ :'' °� Fri;Ii`�r it ai"r;, (,iw;:,r; t�:�1_ '``v� e it WOWS ❑MULTI FAMILY-#OF UNITS: ❑ RESIDENTIAL ❑SINGLE FAMILY *EMP SERVICE MMERCIAL 777 ❑ADDITION ❑TRAILOR ❑ALTERATION ❑SIGN ❑OLD W 05 NATIONAL ELECTRICAL CODE ❑REPAIR ❑POOL/SPA ❑REWIRE ❑OTHER ill ( i ni ` 20.TYPE OF SERVICE: VERHEAD ❑ UNDERGROUND ❑ UNDERGROUND UP POLE 21. NEW SERVICE: CONDUCTORS PER PHASE: ❑ POWER IS ON OWER IS OFF 22.SIZE OF CONDUCTOR: AMPACITY: /U G OPPER ❑ALUMINUM 23.SWITCH OR BREAKER SIZE: AMPS: PH: W: VOLT: RACEWAY SIZE: 24.EXISTING SERVICE SIZE: AMPS: PH: W: VOLT: RACEWAY SIZE: 25. FEEDERS: #OF AMPS: #OF AMPS: #OF AMPS: 26.LIGHTING FIXTURES: INCANDESCENT: FLUORESCENT&M.V.: 27.FIXED APPLIANCES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 28. FIRE ALARM: ❑YES ❑ NO 29-31 DO NOT APPLY TO NEW SINGLE FAMILY,MULTI-FAMILY AND ROOM ADDITIONS 29.SMOKE DETECTORS: NUMBER: 30.RECEPTACLES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 31 SWITCHES 0-30 AMPS 31-100 AMPS OVER 100 AMPS fiOND1TIS -' "Ik' IdiI;I i' e pl ,sem (�sa�,', P'�M��nUla „r' rli `'�?.. <i u,",Y; ,• �',��', '...,,,�r �� , �r�� ,�?� i i„� A=�,� n iii �., �. �J an, a� � e Ails1�11,.. `dr a ii� . . �Ik �i� u�;�"�C ,� �', Jw �;' • #OF UNITS: COMP. MOTOR HP RATING: AMPS: HEAT KW: #OF UNITS: COMP. MOTOR HP RATING: f� p AMPS: HEAT KW: 1,:.IIr =ini' ilii ' �` 9 ��i u,�,' F •,+e�P71 i�M0 9 -7�i�tt,t ic...i(�i in ini loci/ NUMBER: VOLTAGE: HP: KVA: NUMBER: VOLTAGE: HP: KVA: •x34�TRANSFaRMSf , Ii' ,r UNDER 60OV: NUMBER: KVA: OVER 60OV: NUMBER: KVA: K,VA:30""IS ' Ig 4�''?w.,,'r DESCRIBE IN DETAIL: og COAB FORM BLDG02:REVISED:1/8/2008 Sep 02 08 06,04p Pipeline Electric 9044013987 p,1 EA.R�'Y pOwzIt AGREzMSNT & RFJEAO, (, r&OF ATL ANTIC BEACE ` pow�sr is tegtresead naw uu�cc tip conrfianans aad eafthb fatly armed Ag mmv*A Idesm AwAftmm PI'S eS lPUMN NO. QXQX_�Qg Servr='rype(Clyde 0m)-. Omfimd sadder;9' wq um nnde;m*UA Gc=mL ConMa=amd WooWmiM,mod and apm I. "Early p�,�,� bits I. for oar =qec ,dite for P"as is at the d�sate�. O 6 en at�� be: 2. ��m bava p'or Appows,foosd=mv box Wow a.ft enr b►Paw�cc c�rS�B, All rocygb. 3. ocoqmq or in of Mao new coashvcdou befim a food CYO cm dkuM0ase of tbo dee izso servuae~ Suet► act*oa er es�nesslY p ln a u �P Wof A1006Oxtli�aaaaas. A vi�o)Istie>ae of Ibis AV*8maat sSetQ resli(! a gm � of alecWc aervlgv- afkx atweoay-fourhow aodcc. +l. ar1�y Poway"re]esao �� eLe ardlar G r meed avast aot oocnr bsfarer �b a m et m . es$ oaoe�lkila((tebdiogi� foal hapeacem). C. arecc ce40�0► � c dec�oicalcbocl� 4L The a kmdc sysa:mban CL f W r�►s m Uftemeftnumba m am requited for M). 5..'Pay S34D.admdn em 6oey any rQngc gon em and may autmvding xmWm emmto mast be satk ie d pdw to se+Iease� 6. This fury rompla4bd i is las sub®S�tnd vo ffie,Banding Dr:paebnentbY head.tnea+l e>r hex. 7. rt ttare sneh Ag eats+rill be>iooepted from thur wbe violate any one of the above Mum CON . - // -� DAZE Plenv-TNAJ� }C hl�� of w+,s' R EL$C UCLA—V l ( �C c' DATE FFJM MANE L 400 Seminole-U*AA*Wk Beach YL 35233 Mmo.X904)24'5826 Fa c:('9")1.i4•T-5845 �js�cmtL mvieed 11,29.06 Z-d SWUMAQ uomanuaiui dtcxn en wv ,e,., v "Sty. t� Ai : OFFZt:%i:n ;'rte CHANGE OF ADDRESS NOTIFICATION Date: March 25, 2008 Please be advised that the following address(s) have been changed and adjust your records accordingly. Residential XX Commercial OLD ADDRESS NEW ADDRESS 1. 590 Sturdivant Ave 51 Pine Street 2. 3. 4. 5 Sincerely, City of Atlantic Beach Florida Building Department Cc: Jacksonville Electric Authority Attn: Jack Davis, Pre-Service Dept. 21 W. Church St. —Tower 4 Jacksonville, FL 32202 Property Appraisers Office Attn: Sandy Carver 231 E. Forsyth Street Room. 360 Jacksonville, FL 32202 911 Emergency Coordinator Attn: Pat Welte 501 E. Bay Street Room 312 Jacksonville, FL 32202 United States Postal Service Attn: Wayne Holt 1001 Mayport Road Atlantic Beach, FL 32233 City of Atlantic Beach—City Hall Atlantic Beach City Clerk Atlantic Beach Police Department Atlantic Beach Water Department Graham Shirley From: Walker, Chris Sent: Friday, September 05,20081:04 PM To: Graham Shirley Subject: RE: 51 Pine Street Everything is good here. From: Graham Shirley Sent:Thursday, September 04, 2008 3:57 PM To: Kaluzniak, Donna; Walker, Chris; Deming,James; Nodine, Phil; Clemons, Malcolm; Carper, Rick Subject: 51 Pine Street Jack wj Signature homes is requesting a final CO inspection permit#071367 Jack can be reached at 483 0518. Shirley a O& B EXTERMINATING CO. , INC . 215 Osceola Street Jacksonville, Florida 32204 (904)389.3323•(866)829-1913•Fax(904)3898606 FINAL TREK' T 1 �; � t Account#: /r ?OOg Builder: =' >.-c � 5►', f Lot# Subdivision: Address: � �-��,,-, �� ,�, Time& Date: Termiticide: r�r� °'i �,� r % Areas not ready for treatment: Sticker affixed to: " 'x ✓- ' �' i Ticket left at: Comments: / *' Technician: ' � Public Utilities —Distribution & Collection Date: Initials: Project Name/Address: 5�� -f ��/ /C j1 Application/Permit#: 0 Check Box p Application'Tracking Comments To Add Comment Avoid damage to underground water/sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if accessary. If field coordination is needed, call 2 7- 5834.-fi6w_, Ab S""tl ma-A., A"*V� V`Q:9,6 0'(,0& Me Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. A sewer cleanout must be installed at the property line. Cleanout must be covered with an RTI concrete box with metal lid. Cleanout to be set to grade and visible. 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. 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. If fire sprinkler system is provided, contact Malcolm Clemons at 247-5839 for backflow ❑ requirements. At a minimum,will require double check backflow preventer. Fire lines must be metered with a Sensus touch-read meter. Meters larger than 2" must ❑ be installed in a vault as noted in JEA specifications. /V YAM, ❑ El 11 El FAP 1anReviewC omments-PU.doc Date: 10/1.6/07 Public Works Plan, review Comments Project Name/Address: Office Building/ 590 Sturdivant Ave. Application Permit#: 07-1367 :'heck Box Application Trucking Comments to Add I.omme t f Provide impervious surface calculations. (City calculations 2396 SF ISA) / r Provide erosion and sediment control plans with maintenance schedule. Add silt V fence along streets exce t material deli=opening. Provide drainage plans showing site topography (flow arrows,etc.) d Provide construction site management plan, including Right-of-Way Permit if using ri t-of-Aray for construction parking. Provide a pre-construction topographic survey prepared by a Florida Licensed ❑ Professional Land Surve or, showing 1"contours. Section 24-66(b)of the Land Development Regulations requires on-site storage for increased runoff. Provide Delta volume calculations and on-site retention required ❑ per Section 25-66 See attached info. Sheet). In on-site storage is required„ a post construction topographic survey documenting ❑ proper construction will be re wired. A Right-of-Way Permit must be obtained. p A Revocable Encroachment Permit must be obtained. ❑ Pool--Wel.lpoint(if used)must discharge into vegetated area 10' minimum.frow ❑ street or drainage feature (swale or stnicture . All driveway aprons must be concrete, 5 inches thick, 4000 psi, with fibermesh from the edge of the pavement to the property line. Reinforcing rods or mesh are not ❑ allowed in the ROW Commercial driveways—6" thick). Any utility cuts in the road must be repaired using COi Standard,Detail. Case X and must be overlaid 1.0 feet in each direction from the center of the cut. Repair must be ❑ shovm on the laps. Provide details of grass pavers and details for 12" gravel bed. A_ Z.. Provide details showing on-site storage requirement met, (Discussed previously, must be part of building permit applicatiou;s. SHGTIaN �,_ Uv— Cz. I BP250U01 CITY OF ATLANTIC BEACH 10/17/07 Application Tracking Step Selection by Revision 10:36:45 Application number . . . . : 07 00001367 Address . . . . . . . . . . : 590 STURDIVANT AVE RE number . . . . . . . . . . - - - Application type . . . . . : COMMERCIAL NEW CONSTRUCTION NCR OLD ACCOUNT NUMBERS . . . Tenant name, number . . . . . Type options, press Enter. 2=Change 4=Delete 5 View 6=Fast log 8=Action log maintenance 9=In/out maint Path ---- Key Dates --- - Action Summary - Opt Agency description Rev Step Req In Est Cmpl Last Type By _ BUILDING DEPT. A 01 Y 10/01/07 10/19/07 PLANNING & ZONING A 01 Y 10/08/07 10/19/07 10/08/07 AP SD PUBLIC UTILITIES A 01 Y 10/03/07 10/19/07 10/03/07 AP LS _ PUBLIC WORKS A 01 Y 10/16/07 10/19/07 30/16/07 FR LS Bottom F3--ftit FS=Land inquiry F6=Add F7=Revisions F8=M.isc info inquiry F9=Corrections report F10=View 3 Fll=Sort by agency F24=More keys a� d `v Graham Shirley From: Ratliff, Bob[BRatliffc@coj.net] Sent: Friday, September 05, 2008 11:18 AM To: Graham Shirley Subject: RE: 51 Pine Street I did discuss a Temporary CO with Mike and we agreed for a short duration time frame. If they need an inspection today, I can be there mid-afternoon. eap>altt '&- 9� CFPE Jacksonville Fire & Rescue Department D 0 �(/} Fire Prevention Division �,�/ A5► Plans Review Office �11r► /v (904)255-8320 Office P/61 (904)255-8559 Fax c C, From: Graham Shirley[mailto:sgraham@coab.us] Sent: Friday, September 05, 2008 11:07 AM To: Ratliff, Bob Subject: 51 Pine Street Bob, Is this Okay for a CO today if they pass all other finals ..Rex w/signature homes said something about an ATT line that was needed, but that you would okay the inspection w/o that. Is this something you have handled w/Mike Griffin? Happy Friday Shirley i e Ma�cO\M 2flrj$11.48 PM chart Sr�r1 Clem°nseptember ,r �cidaY gh�rieY From' Ka Zn p e Street Seat: R�,5 SVi�!$Ct' ,F a�ns�Ma`�m�CacPe $a�kf\ow oK e 2pp8 3;5�P �ames; 6� wham ,S�eptem waer'chns" echo ermjt#0� n p froom: Ka�utr�a Sart est�n$ final co�nsP SOW. 51 pine a to- mes is re4� Lure 483()518 jack Sjgnaeacbed at va� IBC-V-can be Sh�r�eY 1 PREPARED 9/03/08, 11:25:41 INSPECTION TICKET PAGE 1 CITY OF ATLANTIC BEACH INSPECTOR: MICHAEL GRIFFIN DATE 9/03/08 ------ - - -- -------- -------------- ---------------- ADDRESS . : 51 PINE ST SUBDIV: CONTRACTOR PIPELINE ELECTRIC PHONE (904) 559-0702 OWNER PUOPOLO, JOSEPH & PAULA PHONE PARCEL : 170681-0000- - APPL NUMBER: 08-00001196 ELECTRIC ONLY --------------------------------------------------------------- ----- - ------ PERMIT: ELEC 00 ELECTRICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS -------------------------------------------- ----------- --- -- - - ----- 24 01 9/03/08 MG ELECTRICAL EARLY POWER TIME: 17:00 COMMENTS AND NOTES --------------- - ------- ----------- Graham Shirley From: Doerr, Sonya Sent: Friday, September 05, 2008 4:30 PM To: Graham Shirley Subject: RE: 51 Pine St/Yoga Place/Pupoloa Yes. From: Graham Shirley Sent: Friday, September 05, 2008 1:33 PM To: Doerr, Sonya Subject: 51 Pine St/Yoga Place/ Pupoloa Importance: High Are you good with this for the CO? Shirley 1 Graham Shirley Prom: Griffin, Michael Sent: Monday, September 08, 200812:31 PM To: Graham Shirley Cc: Carper, Rick Subject: FW: 51 Pine Street Shirley, according to Rick's email we should be able to issue the CO for 51 Pine Street, i believe all other issues have been resolved. Thanks! Michael G. From: Carper, Rick Sent: Monday, September 08, 200812:05 PM To: Griffin, Michael Subject: 51 Pine Street Mike, the builder brought by the information showing that the roof does drain to the retention area, so other than just not liking Temporary CO's, my concerns have been satisfied. Rick Ricky L. Carper, P.E. Public Works Director/City Engineer City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 rcarper -coab.us PH: (904)247-5834 Fax: (904)247-5843 Silt Fence Detail: i O IL Rebimge M11 S--Wn V , CU 36"Silt Fence— -0 --- - ki M O M Ln V N = N Trench Z C M O O _ 0 N Y I ------- ----��----e.- -e.- --e.e.- -- Rebimge Pond Weq � 7. / I pen Steel I ,•-„? ��n ilt Fenc (�AatDerial 42tog� I io 4 First Floor Offices I ++ � rass aver I U) co n I vJ C CU C-4 > N I > — 3� 0 M 4 Toilet I Sand Laid Brick Sidewalk I L _ CD to )2"Curb - - - ,go - - - - ,T ,n I E Lo U - - - - - - - - ,� - - - - - - - - Q* m Dumpster / I Q 0 - onstruction Parkin H/C Compact ap rass Pavers / I I Date: Pine Street -ot Coverage:5000 S 6 oncreteCoverage: 1 S.F. 9/24/200 overage Percent:39% Grass Pavers with 12"Gravel Bed Beneath 3ross Heated Area:3273 S.F. — — — — — — — — — — arking Places Required:9 C.F.Retainage Required:4th . Page: Site Mangement Plan t4 Silt Fence Detail: o O LL 0 Rebinage Wap Section () 4- 36"Silt Fence CU (/) U C -0 m U Cr) N cV d Trench — N C O Z M N L0 O M NM Y ' Retainage Pond WaA I �" � CU .—————_63-8'———————————————— — � � W 7'S I 6Re1 ,, eaiWn ilt Fen i aterial torage ? § First Floor Offices § r rass l N aver m ( +� L 3 � y yCD ,o'a V ca M C ( y'• > N Toilet 3's I �• -0 M ea a I $ Sand Laid Brick Sidewalk I O 41 f U � _o N 12"Curb ,vb ,sem n ,rz--------------- �j � U — 6v �� ii U m Dump ster a-0 / r� onstruction Parkin CL Compact H/C ` g rass Pavers / i /A Date: Pine Street of Coverage;5000 S.F. 9/24/200 oncrete Coverage:1961 S.F. overage Percent 39% Grass Pavers with 12"Gravel Bed Beneath rocs Heated Area:3273 S.F. — — _ — — — J — — arking Places Required:9 Retainage Required:406 C.F.. Page: Site Mangement Plan rS >>jr,'! CITY OF ATLANTIC BEACH PERMIT BIALDING / ZONING DEPARTMENT APPLICATION # 800 Seminole Road Mantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us e� dJ ' 616 APPLICATION TRACKING FORM ,;.J REJQ41RED DEPT: N PLANNING Property Address: z_ � BUILDING C-__ y-7S p P Y N PUBLIC WORKS Applicant: ��"' �rn�� C / 3z 0 Y N PUBLIC UTILITIES N FIRE DEPT. Project: !3 V N PUBLIC SAFETY C/) APPROVAL w 00 REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE: Z � Y N D.E.P HUFSTETLER (D= V S.J.R.W.M. CARPER _ Y ARMY CORPS of ENG CARPER F- O V N HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDING D AP REVIEWED BY: INITIAL: ATE: ® ® 1 ST REV A-T PLANNING ® ® 2ND REV BUILDING PUBLIC WORK PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY ® ® 3RD REV Return this form to the Building Department once you have entered your comments into the AS440. V �• �'Jri, CITY OF ATLANTIC BEACH _' r 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 07- OFFICE:(904)247-5826 0 FAX NO.:(904)247-5845 V U BUILDING-DEPT@COAB.US BUILDING PERMIT APPLICATION DUVAL COUNTY W&,, �a, L 2;YALUATIOCQ OG WORK•,„ uw AT 3>SOtF1..UNDER ROOF, '.qS LEGAL DESCRIPTION.., . ..,4, a °?;;, S.ICL4SS'OF WORK,. w+ ,,,.,a„'h(, ,��••,.t, 'oG ,,.• B.USE OF.STRUCTURE L.45T 5iW EW BUILDING ❑DEMOLITION ❑/RESIDENTIAL LOT_BLOCK_SUB DIVISION ❑ADDITION ❑CONVERTING USE IX COMMERCIAL � AESCRIFTION OF WORK _ .n.••s - a € [I ALTERATION El ACCESSORY BLDG. 8.'FIRESPPINK4€R ❑REPAIR ❑POOL/SPA ❑YES ❑N/A GW W ❑MOVE ❑ . , ..,. ,,. OTHER ❑NO � � � ARCITC 'hAIx PROPERTYOWNER NG INEER 9. NAME., NAME: 15.COMPANY NAME: 23.COMPANY NAME. C-0/%L53-3C�a n � L rl�. V 't 16. ME: 24,LICENSEE NA Q(=k RC J. 10.ADDRESS: 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLOF00A LICENSE NO.: X44 SR�� -Q� Ct3c ocob273 q R 000 gb30 �•6, 18.ADDRESS: 26.ADDRESS: IS&t A'Noa.T14-T14Msf Tat �t' ttcu c ,` a -3i zaac,” FrI.OtAiDA �v 3ad �el, 11.OFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE: 120.FAX NO.: 27,OFFICE PHONE: 28,FAX NO.: 041- `160NCS 241- 947o 9eL0,R410-116-- 13.CELL PHONE: 21.CELL PHONE: N.CELL PHONE: P 232- 21o11� 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: 1� G—.c oa t so a batt soutt}•coo, a `,.3n6a.PEE SIMPLETITLE FiOLDEQ i as „ :.. ;: a, : °u' i ";^c�?zl..a,ar .,._.,.., w,”; r*' _a L'S V;y.}w BONDING COMPANY"ii�8 9a- -.sad" i i4cF"rcBli�4 x :.a MORTGAGE LENDER -:a, s .R,.. '�du,{IFOTHERTHAN OWNER]y ,""I�.?.. . .,�: .: ?„ .as,au:-u,. : ,, ,� a._ea��ll ��n.,. +.:. 31.NAME: 33.NAME: 35.NAME: 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: 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 period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for 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 applicable laws regulating construction and zoning. 1 will not occupy or use the referenced building or any part therof, until all inspections are finaled and 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 BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF, COMMENCEMENT • i9,i°:B §6 K'S,d°9,; e 9�e dr�a Ir .,..,.,.., a.(I4pd"�un y,,�,..axa StRr xi a" "�c'.IC,.:. np3 ar iae`'' c°aoo-. .114.� 9d c '.�dam s °SCIS a°7r ti . : E NER of C3EN d ,,,, t,, I � ., .• : .d CO Tl4t;�0 d a- ar- „,,, ..?•�a e ,asc;�3•P ,ac;,, r ,, :, ?�" j. _�'' d 4014 &"d.IPg�,.. ° s if 9e r.oWe of.AttoRte,orA9enC LetteY Re ullad,'r,a, r ,. ,a a, .�, ,r , a +4a�° 9 .use 99 �°w2,IdI � t„ ��Sig n'� t / �� F D.t � Signed Date: Before�4 this day f \ &ODq'tn`[ f B e me this�A��Xday of 200\p0killig Duval,State of Florida,has personally a eared��` 'Q`; I�Q �J� ��i uval,State of Florida,has personally appeared �\N� �,8e q1L P Y PP P Y PP 6 ; Q, ,DO 4 A Ct � �� • 0911812011 •�'• .�°r�••�xP•i��s.°F,�'�% . �� T7Tt — herin by himself/herself and affirm all st$eme6t�Iatlgpc i"1hrKa[e ' herin by himself/herself and affirms that all statemedts an�'dJa'r�at'�, %T3 true and accurate. i ISSI00 true and accurate. _ 01ARY P 9lIC Notary Public at Large,State of � oy pT .� Notary Public at Large,State of ,Couaty of ElPersonany Known '�i .9,c ••• O�\\\O� ersonally Known '�N�'•.DD709034,•'��t-\�� Produced Identification- // C �. \ ❑Produced Identification- Notary nature:Si r I t „ Signature:.��► Y 11 CSI ��_ Q p r � Notary Signature: COAB FORM BLDG01:REVISED:8/2/2007 fS 1Jvr;' CITY OF ATLANTIC BEACH PERMIT ,. APPLICATION # , 800 Seminole Road Atlantic Beach,Florida 32233 �-' /✓ (904)247-5800 (904)247-5845 Fax www.coab.us APPLICATION TRACKING FORGOT REQUIRED DEPT: Y N PLANNING Property Address: �/!' .� ✓ (�,(�/U �� z Y N BUILDING GJ_4sa� Y N PUBLIC WORKS Applicant: � Y D`9 PUBLIC UTILITIES Y N FIRE DEPT. Project: Y N PUBLIC SAFETY w APPROVAL L) o REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE: Z_� Y N D.E.P HUFSTETLER C9= < TY S.J.R.W.M. CARPER _ ARMY CORPS of ENG CARPER 0 Y N HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SIT BUILDING DA AP REVIEWED BY: INITIAL: DATE; ® 1ST REV ® �� PLANNING ® ® BUILDING 2ND REV PUBLIC PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY ® ® 3RD REV Return this fora to the Building Department once you have entered your comments into the AS400. CITY OF ATLANTIC BEACH O'l 1 t 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 r i OFFICE:(904)247-5826•FAX NO.:(904)247-5845 • � �" BUILDING-DEPT@COAB.US BUILDING PERMIT APPLICATION DUVAL COUNTY 2S'_VALUATIOINOFWORK� ,,...,'., .x 9, 3fSQ,;FT,IUNDER ROOF,,..'.',aJ«...13 i e "�k a9s LEGAltDESCRiPTI0N.3 R.;i.'„ sr„ ai �, +},;r,7.,, ,,.s.. ;_ S�CLASS O WORK;,3�d ` ..) ikn k'....,,_ ,;,', Bt''USE OF STf2UCTURE... r;-' 10-8 a t oZS'- 9q e �5&--(-Vc6gR SGC t vT nKEW BUILDING ❑DEMOLITIONS DENTAL LOT_BLOCK_SUB DIVISION ❑ADDITION ❑CONVERTING USE 11f COMMERCIAL fish"DESCRIP.TION`OF-�YARKB ° �.,,„ P- , ❑ALTERATION ❑ACCESSORY BLDG. 8 FIRE SPRINKLER •. <;;'u ❑REPAIR ❑POOL/SPA ❑YES ❑N/A GW ICV ❑MOVE ❑OTHER ❑NO a yr r;PROPERTY OWNER,0,, , ,, ,' ,:,. CONTRACTOR 'A3 a a ..k�..:.,..E ' kG)I y ",�,aa'ARCHITECT J ENGINEER: 9.NAME: 15.COMPANY NAME: 233.COMPANY NAME: 1 ,*ME SO t' L 24.LICENSEE NA : n 10.ADDRESS: 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLO A LICENSE NO.: ;�y4 `J1trr,�r C(3C CAob293 a R 00b 4b 30 �•�, �� V V 18.ADDRESS: 26.ADDRESS: fl�ltArrc(�h, I$zs-At�ozTw-r�+�S+ 2d �eb 11.OFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE: 120.FAX NO.: 27.OFFICE PHONE: v 28.FAX NO.: a��- `�:vo N(� 2t•kq- 34 7v 2��-a tR l aL� � �4e-�15 13.CELL PHONE: 21.CELL PHONE: 29.CELL PHONE: P Z32- Zs,/c� 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: G_.•.C oa t So B ba61 So"*4•Coin s F)=E.SIMPL ;:TITLE HOLDER. s c�' €,xr, . is., ,:1 ,°. ; °'°G d ��',: ,.... ;r' In "PRN as .. ,... .. <a r... :€€_�as s' t BONDING COMP��Y$� t g,.3E kik°€€ MORTGAGE LENDER r° Ls,; i X:: .€.; ai€e=In�,:�.IIF OTF1F.R.THAN QVVNfiRS, 'N'^.;¢;' ,, ,„,.!s,:. �p.r,.. .:.. ,.ri<. .','I j,„k.es"I< ?�,I. ! i €,�? 93a:€s r>,��.:�„�. �e?,.., ,k., .,.,.m x IUZ,-, . .:• 31.NAME: 33.NAME: 35.NAME: 32.ADDRESS: 34.ADDRESS: V 36.ADDRESS: 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 period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for 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 applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and 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 BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 9w'Es°el:•_SEI J rl ea€ €;, a,. ,, c .....;;A. •�.e€ 1 ,a r s s 9:3i 3' sE r3 g s rasa° o-"`S€";.n s A ,�x k: „ G ORz. ..3`�ih€'ha.s snc:, ,.k' f >�s ,E I a r^1 a ., d� AtfOm9y,Orr99f1CS/L@8�{�eQOlfed) ,p...�:..... ,. ,i �..; ,,a:-?a., .a ° o e e.. €as ��Bas52�°,� as a �€ .. taxa' afl n a ... Sigrid! JCS _. V Datauta ��• SignedDate: Before, this a a)f \� �( �n 11�q� B e me this 1°c�`�"day of 200�tgliA Ta a Duval,State of Florida,has personally appeared\ZN �D` .�ypl res' • J' '�i�i uval,State of Florida,has personally appeared ,� Q(�Vie a ��/i�� ti•.. Ct .P� -r�ALX �:' 0911812011 :, = — e'e a- 23 01,o,U a,r ,•�`�,ra,•�;�D I yes'•.��s herin by himself/herself and affirm all st$eme6t�atldA"I"K�aie _ herin by himself/herself and affirms that all statements and de(VAIAI TJ true and accurate. = U�tff11 # ' = true and accurate. _ OtARY P BIIC C(` ISSI00 Notary Public at Large,State of � _, oytOty q#� Z� Notary Public at Large,State of ,Cour of ❑P rsonally Known i��i N ANN ersonall Known ,9T Oct,\. �� v DD109034 Ild Produced Identificationn--f ,d /// C - .� \\ ❑Produced Identification- ��/ Notary g �)___f YQ�ICT�I to ff� _ I t Ll� Notary Signature: n // Nota Signature: COAB FORM BLDG01:REVISED:8/2/2007 Comp. By: RLC Date: 11/14/2007 !� —CUM Public Works Department City of Atlantic Beach Permit No: 07-1367 Address: 599 Sturdivant Required Stora-ge Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V=CAR/12 Where: V=Volume of Runoff C=Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area(A) = 5,000 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft) "C" Wtd"C" Impervious 0 5,000 1.00 0.00 Pervious 5,000 5,000 0.20 0.20 Runoff Coefficient(C)= 0.20 Runoff Volume V= 0.20 x 5,000 x 9.3 / 12 V= 775 ft3 Postdevelopment Runoff Volume: Lot Area(A) = 5,000 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft) "C" Md"C" Impervious 2,217 5,000 1.00 0.44 Pervious 2,783 5,000 0.20 0.11 Runoff Coefficient(C)= 0.55 Runoff Volume V= 0.55 x 5,000 x 9.3 I 12 V= 2,150 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume DV= 2,150 - 775 DV= 1,375 ft3 Retention 599 Sturdivant_A&onsite Retention As 11/14/2007 Public Works Plan Review Comments Date: 10/16/07 Project Name/Address: Office Building/ 590 Sturdivant Ave. Application Permit#: 07-1367 Check Box Application Tracking Comments to Add Comment Provide impervious surface calculations. (City calculations 2396 SF ISA) Provide erosion and sediment control plans with maintenance schedule. Add silt fence along streets except material delivery opening. Provide drainage plans showing site topography (flow arrows, etc.) ❑ Provide construction site management plan, including Right-of-Way Permit if using ❑ right-of-way for construction parking. 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 increased runoff. Provide Delta volume calculations and on-site retention required ❑ per Section 25-66(b). See attached info. Sheet). In on-site storage is required, a post construction topographic survey documenting ❑ proper construction will be required. A Right-of-Way Permit must be obtained. ❑ A Revocable Encroachment Permit must be obtained. ❑ Pool—Wellpoint(if used) must discharge into vegetated area 10' minimum from ❑ street or drainage feature (swale or structure). All driveway aprons must be concrete, 5 inches thick, 4000 psi, with fibermesh from the edge of the pavement to the property line. Reinforcing rods or mesh are not ❑ allowed in the ROW(Commercial driveways—6"thick). Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be overlaid 10 feet in each direction from the center of the cut. Repair must be ❑ shown on the plans. Provide details of grass pavers and details for 12" gravel bed. Provide details showing on-site storage requirement met. (Discussed previously, must be part of building permit applications. �qq _ql� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 O�- I OFFICE:(904)247-5826•FAX NO.:(904)247-5845 �� U ., '; r BUILDING-DEPT@COAB.US BUILDING PERMIT APPLICATION DUVAL COUNTY 'r .3, ��.,` r,?. „9n a"• 21i1/ALLIAIJUttOF;wOF(t,..+,. ° ..'i4; �3:9Q,ST:UNDER.RO F•.,,, P. a. ..;a k JO J�DDRESS.� 6 � .-�, 'LEGAL DESCf��ll?TION4 Lit 9 OF�WORK..'n.( Ed $°• B:USE_AF STRUOURE.1�,n. - &5 9cI E ��l'+a 2 Sea i L(�I StV EW BUILDING ❑DEMOLITION ❑ SIDENTIAL LOT_BLOCK_SUB DIVISION [I ADDITION ❑CONVERTING USE I!f COMMERCIAL s, DESCRIPTION C1F wOfiK I".. N 5@)+v , .�,.._ -• sr r, .'r.. _ ❑ALTERATION ❑ACCESSORY BLDG. 8 FIRS 3P,RINKLER,,,_, ^ ❑REPAIR ❑POOL/SPA ❑YES ❑N/A Il`C ❑MOVE ❑OTHER ❑NO 3S�.i' a�•" 'a.�PROPERTYOWNER.., r �r.+...... ss_....CONTRq(TOR Nx,., .f��..',a� ,.. ,N� t ,.9ae..';!4<ZCHITECT,G,ENGINEER� -99..NAME: 15.COMPANY NAME: 23.COMPANY NAME: C01%1„$,3, 3 Cc�n1 t nACTJ'LJ 11J�• V&ItLit MOAI 16.,*ME: 24.LICENSEE NA t'C CEJI Cpr�.c 5o,.k Vae ' 0-"e2fa R �. 10.ADDRESS: 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: ;iy4 Semi �� C(3C 0(ob?.73 A P, oob gtoab Vo 18.ADDRESS: 26.ADDRESS: IS2.S-A'NC&T(4-Tt4mS+ k7C� 11.OFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE: 120.FAX NO.: 27.OFFICE PHONE: 28.FAX NO.: 160 N@ Z41- 3470 -1 LR lqC4R41C-ll16--1 13.CELL PHONE: 21.CELL PHONE: 29.CELL PHONE: (� 237- Zo"I 14.EMAIL ADDRESS: 22,EMAIL ADDRESS: 30.EMAIL ADDRESS: A G C oa 4 so B bbl 50"4. ewk} cam .,-.FEE,SIMPLE,TITLEHOLDER �t K ss 1., .,aa w•, ',t I ��° s 61I � ;°IIA ' TGAG "LENDER 11010, q; ,...., .,,.. �g„ arr�ri a a , q BONDING CAMPw1,�Y�I E E� 0 9 t`(IFOTHER THAN QVJNER} nY�xP' s'c,�..'s,,. 31i,. :2 xar`` ... r„ ,fi ;a .a^s ..r�1,`ri*r„�k.�&�+ �§B�al &n�p7°n8i#' 31.NAME: 33.NAME: 35.NAME: 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: 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 period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for 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 applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and 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 BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. `•did n 3°a,NI;X ale i a q s a- iGENS ,?. �..:....s i°d3aIP.Hang. Gi ^1 f i.,. ,a3 s.�:l..A za,ItO•," �•"s r�ta,a,; ,.',.-.;.By•^ nr"aur s ay: piups I z n , 7 y s� as�kd3{„IxAB.gr Fx;.aa3 yl3 '.f„OW8 Of AltOrney OF/.ig6flCy 1;8er}�84j171re��.",.,r .�<.,:,". i,€ate "r, �''.t .s:sy°':, ,.:3 ;._F 3 ,.ai's"� .allfl .n yj..i's;?�° a, aPni'�1�sa.,&R(a, "e..s='6:k,<r<:::. Sig��dl _� i Dat ��pIk7U Signed• Date: Before this�day df � �Nmn I • t�{�q� B e me this Xc day of 200 Duval,State of Florida,has personally appeared,,' ,• y Q I f 2s •,�J' �4�f uval,State of Florida,has personally appeared Pik PtCt � � n :' 0911612011 `•, = �1 e � C ��S o�n �� ''•`....I fi 1.0P herin by himself/herself and affirms t at all st$eme6t1a k(ff l"JJrKaie herin by himself/herself and affirms that all statemedts an(f dd true and accurate. = U�I MM true and accurate. = 01ARY P ELIC Notary Public at Large,State of _, oy qty q# Q Z� Notary Public at Large,State of ,Cour of ❑PP rsorally Known 'i� .9 'c ••• �� ersonally Known '��NJ •,DD109034,•'' ad Produced Identification / r` '�O � ❑Produced Identification- Notary Signature:�� Notary Signature: t COAB FORM BLDG01:REVISED:8/2/2007 CITY OF ATLANTIC BEACH PERMIT s J BUILDING /ZONING DEPARTMENT APPLICATION # 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5-000 (904)247-5845 Fax www.coab.us APPLICATION TRACKING FORM REPWRED DEPT: N PLANNING Property Address: ��4 J/&/-�, vt lr 11Yi z N BUILDING I� Y N PUBLIC WORKS Applicant: C.oA/c5 �yn �e-»T� c zS �� . � � Y GJ PUBLIC UTILITIES IN FIRE DEPT. Pr��C$: Y N PUBLIC SAFETY w APPROVAL Z o REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE: LU Cr Y N D.E.P HUFSTETLER ¢_ a Y N S.J.R.W.M. CARPER _ Y N ARMY CORPS of ENG CARPER H Y N I HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDING DA AP REVIEWED BY: INITIAL: DATE: ® ® 1 ST REV PLANNING 2ND REV BUILDING ® ® PUBLIC WORKS PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY ® ® 3RD REV Return this form to the Building Department once you have entered your comments int®the AS400. —.. . .., f41 n CHANGE OF ADDRESS NOTIFICATION Date: March 25, 2008 Please be advised that the following address(s) have been changed and adjust your records accordingly. Residential XX Commercial OLD ADDRESS NEW ADDRESS 1. 590 Sturdivant Ave 51 Pine Street 2. 3. 4. 5 Sincerely, City of Atlantic Beach Florida Building Department Cc: Jacksonville Electric Authority Attn: Jack Davis, Pre-Service Dept. 21 W. Church St.—Tower 4 Jacksonville, FL 32202 Property Appraisers Office Attn: Sandy Carver 231 E. Forsyth Street Room. 360 Jacksonville, FL 32202 911 Emergency Coordinator Attn: Pat Welte 501 E. Bay Street Room 312 Jacksonville, FL 32202 United States Postal Service Attn: Wayne Holt 1001 Mayport Road Atlantic Beach, FL 32233 City of Atlantic Beach—City Hall Atlantic Beach City Clerk Atlantic Beach Police Department Atlantic Beach Water Department t„�JvJ CHANGE OF ADDRESS NOTIFICATION Date: March 25, 2008 Please be advised that the following address(s) have been changed and adjust your records accordingly. Residential XX Commercial OLD ADDRESS NEW ADDRESS 1. 590 Sturdivant Ave 51 Pine Street 2. 3. 4. 5 Sincerely, City of Atlantic Beach Florida Building Department Cc: Jacksonville Electric Authority Attn: Jack Davis, Pre-Service Dept. 21 W. Church St. —Tower 4 Jacksonville, FL 32202 Property Appraisers Office Attn: Sandy Carver 231 E. Forsyth Street Room. 360 Jacksonville, FL 32202 911 Emergency Coordinator Attn: Pat Welte 501 E. Bay Street Room 312 Jacksonville, FL 32202 United States Postal Service Attn: Wayne Holt 1001 Mayport Road Atlantic Beach, FL 32233 City of Atlantic Beach—City Hall Atlantic Beach City Clerk Atlantic Beach Police Department Atlantic Beach Water Department Silt Fence Detail: �I CID 0 LL Remiroge Wald S-bon 36"Silt Fence--� t C � v C Trench V z � N 1 > N L U,) N Y i - - - 0 OC) V ` ------ --------------------------- -- ----------- ------------------- V r I I Rami uge Pond WxW 63'-8' I II W,S� f ) , S— "--4-7? tt �n e� iit Fenc I aterial j (n Stora e M, I �+ First Floor Offices § I JRI raSs > I aver 3'.(ry tt r«�.a vdee ay I W I r ( w+ co L W I I c � M M Toilet I L F Hydrant ( q and Laid Brick Sidewalk I ! 7 I I tWM Side of Sturdivant I LL _ 83'-7 7116' ,. 4/ O T 12"Curb T ,7 I V' I ! – ------ 1–– –--- -- – -------17-- ------ – ------ ––------ ��`�' I 5 U w i i I m Dumpster 1 ., 1 I onstruction Parking I � H/C i I Compact / rass Pavers ---- ----- ------ ------- ------ ------ ------ --- - ------- i I� ,ate ' Date: I \ Pine Street of Coverage:5000 S.F. alerial Enlran oncrete Coverage:1910 S.F. 11/14/ § overage Percent:36% Grass Pavers with 12"Gravel Bed Beneath ross Heated Area:3273 S.F. 2007 arking Places Required:9 — — — — — — — — — — ` — — — — — — — V — — _ — — — — `Retainage Required:1163 C.F. I I II I Page: i Site Mangement Plan i ;, L U, —------- . � Trench Ij 1 'U 1 It +i a-7,r F;i.1t Fence, t-a0 � St a40 ( � First Floor Ofcesrass> aversaa.Z � s Fire Hp#aM Toilet rn sma nfsnwM e b Sand Laid Brick Sidewalk 12"curb c 1 Dumpster 1 E onstruction Parkin �.� d j 1 compact,:\ H/C 1 — rass Pave � � 1 ------ Pine Stree -- --- �at coverage:5tJW S.F. -lariat Entranc (/ ancrete Coverage:19&1 S.F. o / Covaraga Percenk 39°6 Grass Pavers with 12"Gravel Bed Beneath (cross Heated Area:x273 S F. f arking Places Required:9 i stain-ge ReguUed:406 C.F. Sit n @ 1/8 = 1' Scale P Shirley, The following jobs are not approved and need corrections as noted: Populo Offices '- 590 Sturdivant Ave. 1. Provide fire hydrant within 500' of remote point of structure 2. Max tread depth 11" riser height 7" � 3. Provide egress lighting 4. Provide exit signage 5. Provide fire extin Advantage Plumbing 880 Mayport Road 1. Provide fire hydrant within 500' of remote point of building 2. Minimum tread depth 11" 3. Provide 2 hr walls with 90 min doors separation doors between storage and business occupancies 4. Provide handrail on both sides of stair 5. Provide fire extinguisher on each level (mezzanine) Blockbuster 1023 Atlantic Blvd. 1. Provide 2 hr separation between business and mercantile occupancy (plan south side) 2. Remove exit sign over new ingress door or reverse swing of door (your option) Lt. Bob Ratliff Jacksonville Fire & Rescue Department Fire Prevention Division Plans Review Office (904) 255-8562 "Fire Prevention is Good Business" f� BP250U01 CITY OF ATLANTIC BEACH Il/15/u / Application Tracking Step Selection by Revision 11: 05: 41 Application number . . . . : 07 00001367 Address . . . . . . . . . . : 590 STURDIVANT AVE RE number . . . . . . . . . . - - Application type . . . . . : COMMERCIAL NEW CONSTRUCTION NCR OLD ACCOUNT NUMBERS . . . Tenant name, number . . . . . Type options, press Enter. 2=Change 4=Delete 5=View 6=Fast log 8=Action log maintenance 9=In/out maaint Path ---- Key Dates --- - Action Summary - Opt Agency description Rev Step Req In Est Cmpl Last Type By _ BUILDING DEPT. A 01 Y 10/01/07 10/19/07 _ PLANNING & ZONING A 01 Y 10/08/07 10/19/07 10/08/07 AP SD _ PUBLIC UTILITIES A 01 Y 10/03/07 10/19/07 10/03/07 AP LS PUBLIC WORKS A 01 Y 10/16/07 10/19/07 11/14/07 AP LS Bottom F3=Exit F5=Land inquiry F6--Add F7=Revisions FS=Kisc info inquiry F9=Corroctions :report F10--View 3 Fll=Sort by agency F24=Xore keys to U, � b ,l El CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 19 f' Application Number . . . . . 07-00001367 Date 3/26/08 Property Address . . . . . . 590 STURDIVANT AVE Application type description COMMERCIAL NEW CONSTRUCTIN Property Zoning . . . . . . . COMMERCIAL, GENERAL I� Application valuation . . . . 435000 ------------------- - -- --------- ------------------ -- ------- - ------- Application desc NEW COMM I ' Owner Contractor ----------- ----------- -- ------- ------ ---- ------- PUOPOLO, JOSEPH & PAULA SIGNATURE HOMES & DEVELOPMENT 2446 SEMINOLE ROAD 8833 PERIMETER PARK BLVD ATLANTIC BEACH, FL 32233 STE 101 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 646-3967 -------------------- - Structure Information 000 000 -- ------- ------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------- ---- -- -- ------ --- --- - - - - - - - ---- --- --- -- ---- - ---------------- Permit PLUMBING PERMIT Additional desc INSTALL 16 FIXTURES Sub Contractor DOWLING PLUMBING CO. INC . Permit Fee . . . . 147 . 00 Plan Check Fee Issue Date . . . . 1/29/08 Valuation 06 Expiration Date 9/06/08 08 ------- Special Notes and CommentsE �- *2004 FLORIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA FIRE PREVENTION CODE 2005 NATIONAL ELECTRICAL CODE *PROVIDE FINAL ELEVATION CERTIFICATE PRIOR TO C.O . *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST .CONTROL COMPANY PRIOR TO C.O. Landscape plan must be submitted, approved and installed prior to issuance of Certificate of Occupancy. 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 . ; There is a sewer main running along the west side of the property and the north side of the property. Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible . A„sewer cleanout must be installed at the property line . Cleanout must be covered with an RT1 concrete box with PERMIT ISINPAIlb4l) IiAY IN(A)CCORMME WVfHIDALL3 ItX 610ATJANTie BI3AAI ORDffAh11EB.AND -HE FLORIDA BUILDING,CODES. ii i , $ k `SS S CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 fl � INSPECTION PHONE LIN 247-5826 rn 19 f I� Page I 2 Application Number . . . . . 07-00001367 Date 3/26/08 ----------------------------------- ----- ------- --- -- -------------------- ---- Special Notes and Comments 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 . A reduced pressure zone backflow preventer must be installed on the customer side of the meter on all commercial buildings . Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . -- ----------------- ------ ------------------ - ------------- ----- -------------- Fee summary Charged Paid Credited Due ----------- ------ --- ---- - - - -- - - - ----- -- -- - --- -- - ------ Permit Fee Total 147 . 00 147 . 00 . 00 0 Plan Check Total . 00 . 00 . 00 0 Grand Total 147 . 00 147 . 00 , 00 . 0 N I i I 1 6 f � i PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-deptasoab.us Application Number . . . . . 07-00001367 Date 1/15/08 Property Address . . . . . . 590 STURDIVANT AVE Application type description COMMERCIAL NEW CONSTRUCTION Property Zoning . . . . . . . COMMERCIAL, GENERAL Application valuation . . . . 435000 ------ ---------- ---------------------- ---------------- -- -------------------- Application desc NEW COMM ------------- ------ - -- ------ -- ------------- --- --- -- ------ ------------------- Owner Contractor ------------- -------- --- --- -------------- - ------ PUOPOLO, JOSEPH & PAULA SIGNATURE HOMES & DEVELOPMENT 2446 SEMINOLE ROAD 8833 PERIMETER PARK BLVD ATLANTIC BEACH, FL 32233 STE 101 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 646-3967 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------- --- ------ --------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 1465 . 00 Plan Check Fee 732 . 50 Issue Date . . . . 1/14/08 Valuation . . . . 435000 Expiration Date . . 7/12/08 ------------------------------- -- -- ------------------ -- ---- -- --------------- Special Notes and Comments *2004 FLORIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA FIRE PREVENTION CODE 2005 NATIONAL ELECTRICAL CODE *PROVIDE FINAL ELEVATION CERTIFICATE PRIOR TO C.O. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. Landscape plan must be submitted, approved and installed prior to issuance of Certificate of Occupancy. 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 . There is a sewer main running along the west side of the property and the north side of the property. Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible . 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 . PERMIT IS RiAtblftfflgr�ft 19 -ORD1NV&a/M THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-deptacoab.us Page 2 Application Number . . . . . 07-00001367 Date 1/15/08 -------------- -------- ---- ------------------------ ----- -------- -- ------ ----- Special Notes and Comments 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 . A reduced pressure zone backflow preventer must be installed on the customer side of the meter on all commercial buildings . Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . ------------------------------------------------------------------------ ---- Other Fees . . . . . . . . . CITY RADON SURCHARGE 1 . 25 CAPITAL IMPROVEMENT 325 . 00 ST CONSTRUCTION SURCHARGE 22 . 50 AB CONSTRUCTION SURCHARGE 2 . 50 STATE RADON SURCHARGE 23 . 75 SEWER IMPACT FEES 1285 . 00 WATER IMPACT FEE 580 . 00 WATER CONNECT/TAP & METER 525 . 00 WATER CROSS CONNECTION 35 . 00 --------------------- ------------ ------------------------------------------- Fee summary Charged Paid Credited Due -------------- --- ---------- ---------- ----- ----- ---------- Permit Fee Total 1465 . 00 1465 . 00 . 00 . 00 Plan Check Total 732 . 50 732 . 50 . 00 . 00 Other Fee Total 2800 . 00 2800 . 00 . 00 . 00 Grand Total 4997 . 50 4997 . 50 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,PL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-dept�a coab.us Application Number . . . . . 07-00001367 Date 1/29/08 Property Address . . . . . . 590 STURDIVANT AVE Application type description COMMERCIAL NEW CONSTRUCTION Property Zoning . . . . . . . COMMERCIAL, GENERAL Application valuation . . . . 435000 ---------------------------------------------------------------------------- Application desc NEW COMM ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ PUOPOLO, JOSEPH & PAULA SIGNATURE HOMES & DEVELOPMENT 2446 SEMINOLE ROAD 8833 PERIMETER PARK BLVD ATLANTIC BEACH, FL 32233 STE 101 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 646-3967 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . INSTALL 16 FIXTURES Sub Contractor DOWLING PLUMBING CO. INC. Permit Fee . . . . 147 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 7/27/08 ---------------------------------------------------------------------------- Special Notes and Comments *2004 FLORIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA FIRE PREVENTION CODE 2005 NATIONAL ELECTRICAL CODE *PROVIDE FINAL ELEVATION CERTIFICATE PRIOR TO C.O. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. Landscape plan must be submitted, approved and installed prior to issuance of Certificate of Occupancy. 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 . There is a sewer main running along the west side of the property and the north side of the property. Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible . A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with PERMIT IsWl �Ea 6Am INU,'� tE UQ1bC.LsmtY ti A'LjXarde Bamdi sykw4A NkE&AND THE FLORIDA BUILDING CODES. r CITY OF ATLANTIC BEACH I I I P7� �� ,` ��d} 800 SEROAD,ATLANTIC BEACH,FL 32233 stl OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US _=a PLUMBING PERMIT APPLICATION DUVAL COUNTY WIM 7 � .,x ," 77 TENOW 77 7717 a 13 NO C5_101 anAl INKS PERMIT 4.N E: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: B °'";J ,> 7.7 „.fie ' '" ✓ori, 7.N OF COMPANY: B.ADDRESS.: /i f ire � � 2 6 9.STATE OF FLOR A LICENSE NO: 10.CELL PHON : 11.FAX NO.: 12.EMAIL ADDRESS: 13.OFFICE PHONE: _ 14. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify 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 period of six(6)months at any time after work is commenced. CONTRACTORS SIGNATURE: �-, " �sof �"e:aft ,.a •� + ✓^�, � � tai i� NEW 13'06 FLORIDA BUILDING CODE- D RE-PIPE PLUMBING ❑OTHER: BATH TUB SEWER CONNECTION BIDET SHOWERS DISH WASHER SHOWERS PANS DISPOSAL SINK DRINKING FOUNTAIN WATER CLOSET TANK FLOOR DRAIN WATER CLOSET VALVE HOSE BIB WASHING MACHINES ICE MAKER WATER CONNECTION INTERCEPTOR WATER HEATER 3 LAVATORY URINALS LAUNDRY TRAY OTHER(SPECIFY): ROOF DRAIN P � , 777=777777 �=4 PERMIT ISSUING F E $3 0 TOTAL FIXTUR 'x $7.00 (PER FIXTURE) + $35.00 = COAB FORM BLDG03:REVISED:1/10/2008 r. Letter of Intent Authorized Agent This agreement is made this 0' 1 day of � ,I�WLJ�—, 2007 by& between Paula Puopolo (hereinafter referred to as owner) and Rex J. Williams, Signature Homes&Development, Inc. (hereinafter referred to as Contractor). Owner agrees to use contractor to build office building at^Pine Street and Sturdivant Street pursuant of all permitting, design completion, and final pricing. Owner authorizes contractor to act as owner's representative on said project for the purpose of applying for permits, variances, and engineering. If at any point owner decides to terminate contractor's services, owner agrees to pay contractor an amount for time and other costs incurred, not to exceed $8500.00. r: Con tor: } Aaula o olo a Williams Sig ature Homes & Development, Inc. Witness as to owners: Witness as to contractors: ---- CITY OF ATLANTIC BEACH BUILDING AND PLANNING 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE: (904)247-5826 s FAX: (904)247-5845 i f www.coahus .r April 23, 2009 Paula Puopolo Ocean Yoga 51 Pine Street Atlantic Beach, Florida 32233 Dear Paula, Once again, parking associated with your business has become problematic. Parking along Sturdivant Avenue and Pine Street is creating the potential for a public safety hazard. Parking associated with your business must be contained on your property unless a private parking agreement or lease is established with a nearby property owner. The City delayed the posting of"No Parking" signs along Sturdivant Avenue with your assurance that the parking problems would be resolved. With the continuing risk for accidents because of obstructed sight visibility by vehicles parking around your building, the City must proceed to restrict parking along Sturdivant Avenue. Please be sure that your clientele are aware that they are at a high risk of being ticketed and towed if they park improperly on the street right-of-way. Also, be mindful that the paver surface installed when your building was constructed extends across the right-of-way. In other words, when vehicles tandem (double) park in those spaces, the second vehicle is likely to be hanging out into the street right-of-way. The Police Department has observed that parking conditions are creating a public safety hazard, and have no option but to increase enforcement. Again, please advise your clientele that they must find proper parking locations. Please feel free to call me at 247-5826 if you have any questions. Sincerely, 7oerr, aSonyaAICP Lk Community Development Director 1'ra s CITY OF ATLANTIC BEACH J 800 SENMOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 r�131> INSPECTION EMAIL REQUEST: Building-dept t�?z,Coab.us Application Number . . . . . 07-00001367 Date 1/29/08 Property Address . . . . . . 590 STURDIVANT AVE Application type description COMMERCIAL NEW CONSTRUCTION Property Zoning . . . . . . . COMMERCIAL, GENERAL Application valuation . . . . 435000 ---------------------------------------------------------------------------- Application desc NEW COMM ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ PUOPOLO, JOSEPH & PAULA SIGNATURE HOMES & DEVELOPMENT 2446 SEMINOLE ROAD 8833 PERIMETER PARK BLVD ATLANTIC BEACH, FL 32233 STE 101 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 646-3967 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ------------------------------------------------------------------------- -- Permit . . . . . . PLUMBING PERMIT Additional desc INSTALL 16 FIXTURES Sub Contractor DOWLING PLUMBING CO. INC. Permit Fee . . . . 147. 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 7/27/08 ---------------------------------------------------------------------------- Special Notes and Comments *2004 FLORIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS. 2004 FLORIDA FIRE PREVENTION CODE 2005 NATIONAL ELECTRICAL CODE *PROVIDE FINAL ELEVATION CERTIFICATE PRIOR TO C.O. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. Landscape plan must be submitted, approved and installed prior to issuance of Certificate of Occupancy. 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 . There is a sewer main running along the west side of the property and the north side of the property. Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. A sewer cleanout must be installed at the property line . Cleanout must be covered with an RT1 concrete box with PERMIT Is%@Ea 6A y INQ61-coxwmtE Umiaeu.9arty brATjAade Baxch eymR9ANkw AND THE FLORIDA BUILDING CODES. r CITY OF ATLANTIC BEACH w 800 SE HNOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-depta,caab.us Page 2 Application Number . . . . . 07-00001367 Date 1/29/08 ---------------------------------------------------------------------------- Special Notes and Comments 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 . A reduced pressure zone backflow preventer must be installed on the customer side of the meter on all commercial buildings . Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 147 . 00 147 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 147 . 00 147 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ( CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00000088 Date 3/26/08 Property Address . . . . . . 590 STURDIVANT AVE Application type description ELECTRIC ONLY Property Zoning . . . . . . . COMMERCIAL, GENERAL Application valuation . . . . 0 ------- r - Application desc TEMP POLE ------------------ --- -- --- -- -- ----- --------- ---- ------ ------'- ---- --- Owner Contractor ------------------------ ------- --- -- ---- ------ -- PUOPOLO, JOSEPH & PAULA PIPELINE ELECTRIC 2446 SEMINOLE ROAD PO BOX 1592220 COUNTY RD 210 W ATLANTIC BEACH, FL 32233 STE 108 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32259 (904) 559-0702 ---------------- --- ------------ --- ------------- ---------- ---------- --------- Permit ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . 1/18/08 Valuation . . . . 0 Expiration Date 7/20/08 ------------------------------------ ---- - - - ---- - -- --- --- --- --- - -- - ---------- Fee summary Charged Paid Credited Due ----------- --- -- - -- --- ---- - ---- ------ -- --- ----- --- ------- Permit Fee Total 70 . 00 70 . 00 . 00 . 0 Plan Check Total . 00 . 00 . 00 . 0 Grand Total 70 . 00 70 . 00 . 00. ir . 0 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. .1 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 .1 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 07-00100004 to 3/ 8 PP Property Address . . . . . . 590 STURDIVANT AVE Application type description ZONING VARIANCE Property Zoning . . . . . . . COMMERCIAL, GENERAL Application valuation . . . . 0 -------------------- -- ----------------------------- ----- -------- ------------ Application desc REDUCE DIMENSIONS OF PARKING SPACES --------------- -------------------------------- ----------------------------- Owner Contractor --------- ------ --- -- --- - ---- --- --- -- --- ------- -- PUO POCO, JOE OWNER ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 ---------------- - ------- ---------------------- - - -- --------------- ----------- Permit ZONING VARIANCE Additional desc Permit Fee . . . . 150 . 00 Plan Check Fee i 10C Issue Date . . . . 2/06/07 Valuation Expiration Date 2/06/07 I - -------------- ---------- ------------------- - --- ------ ------- ------ Special Notes and Comments approved to process check only ----------------- --- -- -- --------------------- ------ --- - -------- - ------------ Fee summary Charged Paid Credited Due ---------- ------ ---------- --- --- ---- -- -------- ---------- . Permit Fee Total 150 . 00 150 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 150 . 00 150 . 00 . 00 . 00 i PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. � �zy CITY OF ATLANTIC ACH i 800 SEMIN E ROAD 147 ,J ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 07-00001712 Date 3/26/08 Property Address . . . . . . 590 STURDIVANT AVE Application type description TREE PERMIT Property Zoning . . . . . . . COMMERCIAL, GENERAL Application valuation . . . . 0 -------- -------------- --- -------------------- - --- -- --- --- --- --- -- - ----- ----- Application desc TREE ,REMOVAL FOR NEW COMMERCIAL DEVELOPMENT --------- ------- ----- -- --- -- - ------ -------------- -- --- --- - ------------- ----- Owner Contractor ------- ----------- ----- ----- --- -------- --- PUOPOLO, JOSEPH & PAULA OWNER 2446 SEMINOLE ROAD ! ATLANTIC BEACH, FL 32233 ATLANTIC BEACH FL 32233 I ------------- ---------- ----- - - ----------------- --- --- ------ - --- ---- --------- Permit TREE PERMIT Additional desc REV/APPR BY TREE BOARD Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 1/10/08 Valuation . . . . 0 Expiration Date . . 7/08/08 -------------------------------------------- -- --------- ------- -------- ------ Fee summary Charged Paid Credited Due ----------------- - --------- ---------- -- ---- --- - ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 . Grand Total . 00 . 00 . 00 . 00 I PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. g 4 �V ra' W u Sewer Main s � m sv Sewer Main b i jfb St � s, 5 i+� ,x w k' `G. Y n "ZI qz, ri. ` II •,1', 1 Y 1 - r 1 • 1 1 1 / i1 ►:/j►:Ij►:1�►:1i►:1i►:1 ►i1�� . . �►•1 ►.Ij►.Ij►.Ij►.Ij►.Ij►.1 ►�.1 t1�1 111►�1 ►�1j►�1 ►�1j►�1 1�1' I • Date: 10/16/07 Public Works Plan review Comments Project Name/Address: Office Building 1590 Sturdivant Ave. y Application Permit 4: 07-1367 ::'heck Bay Application Tracking Comments to Add i.aynme t /'� Provide impervious surface calculations. (City calculations 2396 SF ISA) J' Provide erosion anal sediment control plans with.maintenance schedule. Add silt fence along streets exq t material deliyM o Enin . Provide drainage plans showing site topography (flow arrows, etc.) d Provide construction site management plan, including Right-of-Way Permit if using jigIg-of-way for construction parking. Provide a pre-construction topographic survey prepared by a Florida Licensed ❑ Professional Land Surve or, showing I'"contours. Section 24-66(b) of the Land Development Regulations.requires on-site storage for increased runoff. Provide Delta volume calculations and on-site retention required ❑ per Section 25-66 See attached info. Sheet). In on-site storage is required, a post construction.topographic survey documenting ❑ proper construction will be_required. .A.Right-of-Way Permit must be obtained. 11 A Revocable Encroachment Permit must be obtained. ❑ Pool—Wel.lpoint(if used)meat discharge into vegetated area 10' minimum.from ❑ street or drainage feature Swale or structure). All driveway aprons must be concrete, 5 inches thick,4000 psi., with fibermesh from the edge of the pavement to the property line. Reinforcing rods or mesh are not ❑ allowed in the ROW Commercial drivewa s—6" thick). Any utility cuts in the road must be repaired using COJ Standard.Detail. Case X and must be overlaid 10 feet in each direction from the center of the cut. Repair roust be ❑ shown on the laps. `DU-IAdtl.. SAM-r Provide details of grass pavers and details for 12" gravel bed. A- -t.- �. Provide details showing on-site storage requirement met. (Discussed previously, must be part of building permit applications. '517e N4-o✓,a�� 77 Populo Drainage Calculations: Pre- Development: Impervious = 0 Pervious = 5000 S.F. 5000 x .20 x 9.3 / 12 Post Development: — 1 Impervious — �IF. Pervious = 3090 S.F. 1910 / 5000 = .38 3090 / 5000 = .62x .20 = .12 5000 x .50 x 9.3 / 12 Total Calculation: 1938 — 775 =11163 C.F. Required Storage Volume Notes: Building Coverage — 1303 S.F. • H/C Parking— 340 S.F. • Curbs — 57 S.F. • Brick Paver Sidewalk—419 x 5 o = 210 S.F. Total: 1910 S.F. CITY OF ATLANTIC BEACH PERMIT SIN BUILDING / ZONIENG DEPARTMENT APPLICATION# 800 Seminole Road / Vr Atlantic Beach,Florida 32233 f 3 v (904)247-5800A� ., O (904)247-5845 Fax www.coab.ns fid° a f!` tj APPLICATION TRACKING FORM ; J� REJQ41RED DEPT: N PLANNING Property Address: •��D %Gc r�-, Vi�•✓T Y� Z N BUILDING Applicant: 0 Y N PUBLIC UTILITIES N FIRE DEPT. Project: n >r Y N PUBLIC SAFETY Q w -APPROVAL 0 REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE: Z Y N D.E.P HUFSTETLER ¢� �� Y S.J.R.W.M. CARPER LIJ UJY ARMY CORPS of ENG CARPER O Y N HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDING D AP REVIEWED BY: INITIAL: ATE: ® ® 1 ST REV ® I Al (c,4/0-7_ PLANNING ® ® 2ND REV BUILDING PUBLIC WORK PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY ® ® 3RD REV Return this form to the Building Department once you have entered your comments into the AS400. � '•YY��+P �. �ynu3yf^ fj 4 '4f•�Y'K'. Q. G ' Y •a»Vy(J'/YSS �niFj LL..t ':., /91 year r n .. � .e �'. s G"m'- :ftRi...�,�Ya£�(^"r/^' }*'V PnW'fr'" 'a'n/'A• :. ✓IY ,O9 S moi/ ��r-et-�r w r;(.. sa Y Y r y : ,b r'w,'•av 4 /FP vj w /..�,., r� b• .tp'OJNNO - ✓/!!�p(•X/ A � 4/ P/,°YN.Y."`a^w/1°�.+Yf jW/�M.w./.ai YZ41 1jV�0� 7bn/)p 11✓ �. .n'.•, "� s r:wr rr r,w r rt N (uy>...tw/ W Yw'f.•K j'w u� v�y/n°_!a°P'P AV 7d - L.' m y�'}'w»wa..+ Y �•aaea� aw (we+ar.ci...,., T'11arF�. 'G�:�^ ��¢# ^ i �,� '- +`v Yf^..,�•�Naa:;r'a�•rw - -::�•vfv:� �3c„ '•�*e�t - '�` ��.1 N .aa j�.ade9 a 1 Tmd aD o av 'v° dP.aw :sy mj«,s a .�„ ' ,, • .ate��, tae, Q f/j N y •a iC fuN^4T'�I 6 dY:�'Nd �/ K f'.f/jol. aro M aw � ' _.: t. :.�i , � -� aro sac O .. 1 n /a,�wya•Y/�j,a/"/jmwu.wwg Y�f. ": L aw aw m •�,+ar ns '„P9++r/+'e sea M "sry-Y 7^4f j��^ b�snatw„e:ryjw Vie.. �. �� m as s<a My 7-.7 M � Yom.vnwaa�>g Wj jw/A�Y.'a''Y Y r'aL - 0 k'*{as a3 saw aa9' L'+,�roa nvf- 4 - i m. Aft— rl,,.. .j a • 'r a� as " M - f 1 Book 12827 Page 2196 DWI 21364288853 W.- 12627 Rages: 2196 — 2197 Filed i Recorded 89/89/2884 12:56:56 PM JIM FULLER CLERK CIRCUIT COURT M cum TTRRUSSTT FUNG NNID 1 1.58 THIS INSTRUMENT PREPARED BY: DEED 00C STAMP f 1,158.18 Bartlett&Deal,P.A.-Main Office KC ADDITIONAL f 8.88 Colleen R.Austin 135 Professional Drive,Suite 101 Ponte Vedra Beach,FL 32082 RECORD AND RETURN TO: Mr.Joseph M.Puopolo 2446 Seminole Road Atlantic Beach,Florida 32233 RE PARCEL ID#:170681-0000 CORPORATE WARRANTY DEED THIS INDENTURE made this 25th day of August, 2004 by Steele Wort, Inc., a Florida corporation, hereinafter referred to as Grantor, whether one or more, and whose address is 3545-1 St. Johns Bluff Road South,Jacksonville,Florida 32224, to Joseph M. cull Pnopolo and Paula C.Puopolo,husband and wife,hereinafter referred to as Grantee,whether one or more,and whose address is 2446 Seminole Road,Atlantic Beach,Florida 32233 �$ (Wherever used herein the term"grantor"and"grantee"include all the parties to this instrument and the heirs, legal representatives snd assigns of individuals,and the successors and usigns of corponstions.) WITNESSETH: THAT Grantor,for and in consideration of the sum of Ten and N0/100 Dollars and other valuable considerations,in hand paid by Grantee,the receipt whereof is hereby acknowledged, has granted,bargained and sold to Grantee the following described land situate,lying and being in the County of Duval,State of Florida to wit: Lot 800,PLAT OF SECTION NO.1 SALTAIR,according to plat thereof as recorded in Plat Book 10, page 8 of the current public records of Duval County,Florida. SUBJECT TO taxes accruing subsequent to December 31,2003. SUBJECT TO covenants, restrictions and easements of record, if any; however, this reference shall not operate to reimpose same. AND Grantor hereby covenants with Grantee that Grantor is lawfully seized of said land in fee simple and fully warrants the title to said land,and will defend the same against the lawful claims of all persons whomsoever. IN WITNESS WHEREOF, Grantor has caused this instrument to be executed in its name by its duly authorized officer(s)and caused its corporate seal to be hereto affixed the day and year first above written. Page I of 2 Form software by:Automated Real Estate Services,Inc.-800.330.1295 File:4508ea Book 12827 Page 2197 Signed,sealed and delivered in our presence: —'"'� S tx, s tion VANU BY; 9059 Allen 1.Steele, sident � v STATE OF Florida COUNTY OF St.Johns The foregoing instr unent was acknowledged before me this 25th day of August,2004 by Allen J. Steele President of Steele Worx, Inc., a Florida corporation. He/Shemey have produced bRIVERS LICENSE as identification. VANCE C.STAWNGS Notary Public,County and State Afofesatd No Printed Signature 5��• W Cc m js*n#DD 233338 My commiss' Page 2 of 2 Form software by:Automated Real Estate Services,Inc.•800.330.1295 File:*508ca Silt Fence Detail: N O L j 0 LL Ix Rebimge wall Section (..) -,, 36"Silt Fence � U 4 M m o "I'N N 04 .da HmP Trench. Z > N 1 0 Q O co LID � to N Y � ------ --------------�------------------------------------------ U -CU Retaimge Pohd Watl )( / 63'1i" 1 i I '� 1 d 4•-7112 rte�I ilt Fen 1 aterial' CO) torage First Floor Offices cc bl rass § § > aver ape,ander apace �/� i 3'-0'J iH Perces Weekly 1 V �r 1 ''++ M s-„13116' i V MCc .I Fee Hydrant 1 Toilet O M ra,Sideafft d-m i Sand Laid Brick Sidewalk 1 $ ( 1 O U) LL 12"Curb 83'-77116' 1__ ____ __ _ _______194g_ 1T 1? LO j / 1 U W 11 i Dumpster O 1 z� a. J Q onstruction Parkin 1 g H/C 1 1 Compact ——————— ————-- ------ ------ —————— — ——————— i 1am ( Date: Pine Street of Coverage:5000 S.F, aterial Entran 11/14/ oncrete Coverage:1910 S.F. a overage Percent:38% +— V Grass Pavers with 12"Gravel Bed Beneath ross Heated Area:3273 S.F. 2007 arking Places Required:9 etainage Required:1163 C.F. — – – — – — – —– — – —–— – — – —– — –— – —– —–— – Page: Site Mangement Plan `� 1 ------------------------------- ca Silt Fence Detail 0 HM Nbil O U- • Rebiroge wall Section V �e 36"Silt Fence ) V C � m Trench O Z C M 07 �O _ v7 i O0N0Y ———— --------------�---------------------------------------- — — U Hca Rebinega Pond waM 'r-s- I }I pen Sbel d — w-7,rr °B.10enY ilt Fence i aterial I �� Ntora a § First Floor Offices CV rass > �� avers (/� +� U) +3+ i g.,,13/19' N i V co N n I j N HydnM Fes I Toilet O M a nn side ofSwrare I § Sand Laid Brick Sidewal p I ———— e3•a Ins 12"Curb T I I ,9d LO U CLm Dumpster L D , 0. J Q �I onstruction Parkinal ' I Compact H/C �j { I — rass Pavers——— ——————\—————— ------ — � ------- I � ,ao Date: Pine Street of Coverage:5000 S.F. aterial I=ntran 11/14/ oncrete Coverage:1910 S.F. a overage Percent:38% Grass Pavers with 12"Gravel Bed Beneath 3ross Heated Area:3273 S.F. 2007 arking Places Required:9 Retainage Required:1163 C.F. —- - — - — - - — - — - — — - — - — - — - — - — - — - i Page: Site Mangement Plan 1 r x v. Y „ it ♦ �yi Shirley, The following jobs are not approved and need corrections as noted: Populo Offices 590 Sturdivant Ave. 1. Provide fire hydrant within 500'of remote point of structure 2. . Max tread depth'11" riser height r 3. Provide egress lighting 4. Provide exit signage 5. Provide-fire extinguishers