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Home My WebLink About120 Park Ave14-2203- INT & EXT ALTERATIONApplication No: Job Address: 120 S Park Ave , Sanford, FI yVJED AUG 11 2014 CITY OF SANFORD BUI DING & FIRE PREVENTION I: PERMIT APPLICATION Documented Construction Value: $ 970, if 40 - Historic District: Yes ® No Parcel ID: 5-) c.1- 30 -032y_ - 621670' Zoning: Description of Work: Interior & exterior Alterations for a new restaurant Plan Review Contact Person: 7-774 Title: Name Rob Hawkins Street: P.O. BOX 1389 City, State Zip: Sanford,Fl 32772 Name Geneva Construction, Inc, Street: P.O. Box 621858 City, State 'Zip: Oviedo, FI 32762 Name: Property Owner Information Phone: 407 221 9199 Resident ofproperty? Contractor Information — Phone: 407 349 5904 Fax: y d 7-39 cT - 0 38d State License No.: Cr3Co y 55ty S _ Architect/Engineer Information Samuel Olmedo, Architect Phone: 407 967 3109 Street: P.O.Box 784825 City, St, Zip: Winter Garden, FI 34787 Bonding Company: /_%)" Address: Building Permit 0 Square Footage: 1,264 No. of Dwelling Units: Electrical IZI Fax E-mail: soarcht@yahoo.com 0 3 Mortgage Lender: Address: PERMIT INFORMATION Construction Type: Flood Zone: Plumbing M No. of Stories: ONE New Service — No. of AMPS: 400A/1 PH New Construction - No. of Fixtures: TEN Meebaniea'1 ® (Duct layout required for new systems) Fire Sprinkler/Alarm No. of heads: _ O /r/ • S Shad, be inscribed 77hte_9,toe f application and the code in effect as of that date: (Lode 2010 FRC) 731.135(5)(6) Florida Statutes. REV 07.14 I 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 standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 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. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the . plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Signature of Owner/Agent 5 - f -- 20 14 Dale Print Owner/Agent's Name C9r 8 Signature of Notary -State o Fld'rida Date ro Par p B% LORNA SEYLER MY COMMISSION # EE832851 EXPIRES: October P0, 2016 OF FtQ*` Bonded Thru Budget Notary Services 7f -9 Signature of ntractor/Agent Date S AQAR .--4 Print Contractor/Agent's Name Signat re of Notary- tate of Florida Date Owner/Agent is v Personally Known to Me or Contractor/Agent is Produced ID Y Type -of ID Produced ID APPROVALS COMMENTS: ZONING: ENGINEERING: RAYNA W. KOESTRING MY COMMISSION # FF 122369 EXPIRES: June 7, 2018 r'' Fa Bonded Thru Budget Notary Services Personally Known to Me or Type of ID UTILITIES: WASTE WATER: FIRE: BUILDING: /I— Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 Fl3C) 731.135(5)(6) Florida Statutes. REV 07.14 r- T Jim COMMERCIAL, PROPERTIES AUG O b 205 1 BY: Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date:. A v G ZOi S Project Name:, j, Fow 4Q Project Address: Building Permit #:/ Y- 2 b 3 Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. The facility will not be occupied until a certificate of occupancy has been issued. 2. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service' without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 3. The building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 4. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 5. If provided, the fire sprinkler system must be operational, per the local AHJ requirements, with water on the system prior to pre -power. 6. This pre -power approval is valid for a maximum of 180 days from date of approval. 7. Check with the local jurisdiction for fees associated with pre -power. Print Name of Owner/Tenant Print Name of Gen. Contractor Signature of Owner/Tenant Signature of Gen. Contractor JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: Rev. 02.10.15) Gen. Contractor License # To 0 636LIDr".4-J Print Name of El. Contractor IJ S&iiature of El. Contractor Ec- /3e0z©6o El. Contractor License # Progress EnergyFlorida Power and Light on NOTES SPECIFICATIONS PROJECT LIGHTING NOTES: 1. ALL EMERGENCY LIGHTS MUST HAVE CONSTANT POWER FROM THE BREAKER. 2. ALL EMERGENCY LIGHTS MUST BE CONNECTED TO THE LOCAL LIGHTING CIRCUIT IN CASE OF POWER FAILURE EVENT IN THE SAME AREA. 3. ALL EMERGENCY LIGHTS UNITS MUST BE ORIENTED TOWARD THE EGRESS PATH INDICATED ON LIFE AND SAFETY PLAN. EM — DENOTES EMERGENCY POWER UNIT PROVIDED WITHIN THE SAME LUMINARE. NL — DENOTES 24 HOURS LIGHT CONSTRUCTION OF ANY OF THE ELECTRICAL WORK SPECIFIED HEREIN SHALL CONFORM TO THE REQUIREMENTS OF THE APPLICABLE SECTIONS OF THE NATIONAL ELECTRICAL CODE (NEC) 2008 OR LATEST EDITIONS. RACEWAYS: EMT WITH SETSCREW FITTING, MC CABLE, FLEXIBLE METALLIC CONDUIT WITH SQUEEZE TYPE CONNECTORS. CONDUITS RUN EXPOSED AND VULNERABLE TO MECHANICAL INJURY SHALL BE RIGID, HEAVY --WALL, GALVANIZED STEEL OR ALUMINUM. ALUMINUM CONDUITS MAY NOT BE USED BELOW GRADE OR EMBEDDED IN CONCRETE. CONDUITS RUN EXPOSED OUTSIDE OR IN FLOOR SLABS SHALL BE RIGID, HEAVY --WALL, GALVANIZED OR SHERARDIZED STEEL. CONDUITS RUN BELOW GRADE, EXTERIOR TO THE BUILDING SHALL BE SCHEDULE 40 HEAVY --WALL, HIGH IMPACT POLYVINYL CHLORIDE ELECTRICAL CONDUIT. BOXES: OUTLET BOXES AND COVERS SHALL BE GALVANIZED OR SHRARRDIZED, ONE-PIECE PRESSED STEEL, KNOCKOUT TYPE, AND OF AN APPROVED MAKE. OUTLET BOXES SHALL BE EQUIPPED WITH PLASTER RING, EXTENSION RINGS OR FIXTURE STUDS AS MAY BE REQUIRED. DO NOT INSTALL BOXES BACK TO BACK, BOXES EXPOSED TO RAIN OR OTHER MOISTURE SHALL BE CROUSE --HINDS TYPE ES, FD CONDULET BOXES WITH APPROPRIATE COVERS AND GASKETS, DEVICES: 1- RECEPTACLES:DUPLEX 20 AMP CONVENIENCE RECEPTACLES (COLOR AS SELECTED BY ARCHITECT,) 120 -VOLT GROUNDING TYPE, SHALL HAVE TWO CURRENT -CARRYING CONTACTS AND ONE GROUNDING CONTACT WHICH IS INTENTIONALLY CONNECTED TO THE FRAME. (ONLY P&S, HUBBELL OR LEM TON ARE APPROVED). GROUND FAULT RECEPTACLE SHALL BE DUPLEX TYPE. WEATHERPROOF DEVICES: ALL RECEPTACLES, SWITCHES AND JUNCTION BOXES ON NE EXTERIOR OF THE BUILDING, ON THE ROOF, OR IN LANDSCAPED AREAS SHALL HAVE A WEATHERPROOF LIFT COVER PLATE. 2- SWITCHES: PROVIDE COMMERCIAL GRADE FLUSH MOUNTING QUIET -OPERATING AC TYPE WITH TOGGLE OPERATOR HEAT-RESISTNCE PLASTIC HOUSING AND SELF GROUNDING METAL STRAP. SILVER OR SILVER ALLOY CONTACT. DESIGN FOR SIDE OR BACK WIRING WITH UP TO NUMBER 10 WIRE, VERIFIED BY UL TO MEET OR EXCEED FEDERAL SPECIFICATION WS-89BE USE SINGLE -POLE DOUBLE -POLE 3 -WAY 4 -WAY LIGHTED, PILOT OR KEYED TYPE, AS INDICATED ON DRAWINGS OR REQUIRED. CONDUCTORS: FURNISH & INSTALL CONDUCTORS OF THE SIZE AND TYPE SHOWN ON THIS DRAWING. ALL CONDUCTORS SHALL BE COPPER, TYPE THHN/THWN AND RATED AT 600 VOLTS. ALL SIZES ARE THE MINIMUM ACCEPTABLE TO SATISFY AMPACITY REQUIREMENT. CONSIDERATION SHALL BE GIVEN TO VOLTAGE DROP AND INSULATION SCCR WHERE NECESSARY. 20A CIRCUITS GREATER THEN 75 FT IN LENGTH SHALL BE 10 AWG MINIMUM 20A CIRCUITS GREATER THAN 130 FT IN LENGTH SHALL BE #8 AWG MINIMUM, CHANGE TO #12 AT JBOX AHEAD OF FIRST RECEPTACLE. GROUNDING: 1.ALL GROUND WIRES AND BONDING JUMPERS SHALL BE COPPER INSTALLED IN CONDUIT. ALL GROUND WIRES SHALL BE WITHOUT JOINTS AND SPLICES OVER ITS ENTIRE LENGTH. 2. THE SYSTEM NEUTRAL SHALL BE GROUNDED AT THE SERVICE ENTRANCE ONLY, AND KEPT ISOLATED FOR GROUNDING SYSTEM THROUGHOUT THE BUILDING. 3. EACH SYSTEM OF CONTINUOUS METALLIC PIPING AND DUCTWORK SHALL BE GROUNDED IN ACCORDANCE WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE. 4. MECHANICAL EQUIPMENT SHALL BE BONDED TO THE BUILDING EQUIPMENT GROUNDING SYSTEM. THIS SHALL INCLUDE BUT IS NOT LIMITED TO FANS, PUMPS CHILLERS ETC. EMERGENCY CIRCUITS: CONNECT ALL EMERGENCY LIGHTING (EXIT LIGHTS) ON THE SAME CIRCUIT AS THE NORMAL LIGHTING IN THE AREA AHEAD OF ANY SWITCHES AND/OR COMPLY WITH NEC 700-12(E). RESPONSIBILITIES: CONTRACTOR IS RESPONSIBLE TO IDENTIFY ALL UNDERGROUND UTILITIES PRIOR TO START OF EXCAVATION. THE DRAWING SHALL ONLY BE USED AS A GUIDE, BASED ON EXISTING INFORMATION THAT WAS AVAILABLE. THE CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL EXISTING CONDITdpiIONS AND TO COMMUNICATE WITH THE ARCHITEC/OWNER ANY CONTRADICTIONS WITH THE DESIGN INTENTION. THE CONTRACTOR IS RESPONSIBLE TO VERIFY THE FIXTURE CATALOG NUMBERS TO ENSURE COMPLIANCE WITH THE OTHER FACILITIES. IF THERE IS ANY DISCREPANCY, OR THE EXISTING MATERIAL IS NO LONGER AVAILABLE, THEN CONTRACTOR SHALL SPECIFY THAT IN HIS BID AND SUBMIT AN EQUIVALENT SUBSTITUTE FOR APPROVAL BY THE OWNER. VOLTAGE DROP:THE CONTRACTOR IS RESPONSIBLE TO SIZE ALL WIRES TO MEET NEC FOR VOLTAGE DROP. THE FOLLOWING RULE OF THUMB CAN BE USE FOR 20A -120V CIRCUITS: #12 MAX LENGTH SOFT, #10 MAX LENGTH 95FT, #8 MAX LENGTH 155FT. 1. EMERGENCY/EXIT LIGHTS SHALL BE CONNECTED TO LOCAL AREA LIGHTING CICUIT AHEAD OF ANY SWITCHING DEVICES PER NEC 701.11 (F). EMERGENCY EXISTING PANEL DESIGNATION SIEMANS TYPE "EO" 10,000 A.I.C. INTEGRATED LIGHTING SHALL PROVIDE A MINIMUM OF 1 FOOT CANDLE OF ILLUMINATION FOR ALL EGRESS WALKWAYS. ADDITION FIXTURES MAY BE REQUIRED. COMMENTS 2. ALL 15 AMP AND 20 AMP 125 VOLT RECEPTACLES REQUIRE GFCI TRIP POLES PROTECTION IN KITCHEN AREAS. LOAD 3. ALL EQUIPMENT REQUIREMENTS MUST BE VARIFIED WITH ACTUAL LOADDESCRIPTION EQUIPMENT DELIVERED TO SITE. ELECTRICAL CONTRACTOR IS RESPONSIBLE OLES TRIP CIR # FOR ADJUSTING ELECTRICAL REQUIREMENTS AS NEEDED. 40 2 4. ELECTRICAL CONTRACTOR TO FEILD VARIFY AND TRACE EACH CICUIT FOR 3/4" CORRECT BREAKER LOAD AND SIZE. REFER TO SPECIFIC EQUIPMENT LABEL OR CUT SHEET AS REQUIRED TO MEET N.E.C. 0/7300 __ 240 7300 5. PROVIDE 1" C WITH BELDEN SHEILD #8132 FROM P.O.S. TO EXISTING 1 2' / 2 12 TELEPHONE EQUIPMENT BOARD AT REAR OF STORE. REGISTER TO HAVE (2) 20 RJ -11 JACKS. 6. ALL CONDUITS SHALL BE 1" UNLESS NOTED OTHERWISE. 04 7. ALL EQUIPMENT CUT—SHEET DESIGNATING ELECTRICAL POWER AND PLACE BREAKER REQUIREMENTS SHALL BE VERIFIED WITH THE PANEL SCHEDULE ON TIME PRIOR TO WORK. ANY DISCREPENCIES SHALL BE BROUGHT TO ATTENTION OF 1137 0 _ THE DESIGN PROFESSIONAL. SPECIFICATIONS PROJECT LIGHTING NOTES: 1. ALL EMERGENCY LIGHTS MUST HAVE CONSTANT POWER FROM THE BREAKER. 2. ALL EMERGENCY LIGHTS MUST BE CONNECTED TO THE LOCAL LIGHTING CIRCUIT IN CASE OF POWER FAILURE EVENT IN THE SAME AREA. 3. ALL EMERGENCY LIGHTS UNITS MUST BE ORIENTED TOWARD THE EGRESS PATH INDICATED ON LIFE AND SAFETY PLAN. EM — DENOTES EMERGENCY POWER UNIT PROVIDED WITHIN THE SAME LUMINARE. NL — DENOTES 24 HOURS LIGHT CONSTRUCTION OF ANY OF THE ELECTRICAL WORK SPECIFIED HEREIN SHALL CONFORM TO THE REQUIREMENTS OF THE APPLICABLE SECTIONS OF THE NATIONAL ELECTRICAL CODE (NEC) 2008 OR LATEST EDITIONS. RACEWAYS: EMT WITH SETSCREW FITTING, MC CABLE, FLEXIBLE METALLIC CONDUIT WITH SQUEEZE TYPE CONNECTORS. CONDUITS RUN EXPOSED AND VULNERABLE TO MECHANICAL INJURY SHALL BE RIGID, HEAVY --WALL, GALVANIZED STEEL OR ALUMINUM. ALUMINUM CONDUITS MAY NOT BE USED BELOW GRADE OR EMBEDDED IN CONCRETE. CONDUITS RUN EXPOSED OUTSIDE OR IN FLOOR SLABS SHALL BE RIGID, HEAVY --WALL, GALVANIZED OR SHERARDIZED STEEL. CONDUITS RUN BELOW GRADE, EXTERIOR TO THE BUILDING SHALL BE SCHEDULE 40 HEAVY --WALL, HIGH IMPACT POLYVINYL CHLORIDE ELECTRICAL CONDUIT. BOXES: OUTLET BOXES AND COVERS SHALL BE GALVANIZED OR SHRARRDIZED, ONE-PIECE PRESSED STEEL, KNOCKOUT TYPE, AND OF AN APPROVED MAKE. OUTLET BOXES SHALL BE EQUIPPED WITH PLASTER RING, EXTENSION RINGS OR FIXTURE STUDS AS MAY BE REQUIRED. DO NOT INSTALL BOXES BACK TO BACK, BOXES EXPOSED TO RAIN OR OTHER MOISTURE SHALL BE CROUSE --HINDS TYPE ES, FD CONDULET BOXES WITH APPROPRIATE COVERS AND GASKETS, DEVICES: 1- RECEPTACLES:DUPLEX 20 AMP CONVENIENCE RECEPTACLES (COLOR AS SELECTED BY ARCHITECT,) 120 -VOLT GROUNDING TYPE, SHALL HAVE TWO CURRENT -CARRYING CONTACTS AND ONE GROUNDING CONTACT WHICH IS INTENTIONALLY CONNECTED TO THE FRAME. (ONLY P&S, HUBBELL OR LEM TON ARE APPROVED). GROUND FAULT RECEPTACLE SHALL BE DUPLEX TYPE. WEATHERPROOF DEVICES: ALL RECEPTACLES, SWITCHES AND JUNCTION BOXES ON NE EXTERIOR OF THE BUILDING, ON THE ROOF, OR IN LANDSCAPED AREAS SHALL HAVE A WEATHERPROOF LIFT COVER PLATE. 2- SWITCHES: PROVIDE COMMERCIAL GRADE FLUSH MOUNTING QUIET -OPERATING AC TYPE WITH TOGGLE OPERATOR HEAT-RESISTNCE PLASTIC HOUSING AND SELF GROUNDING METAL STRAP. SILVER OR SILVER ALLOY CONTACT. DESIGN FOR SIDE OR BACK WIRING WITH UP TO NUMBER 10 WIRE, VERIFIED BY UL TO MEET OR EXCEED FEDERAL SPECIFICATION WS-89BE USE SINGLE -POLE DOUBLE -POLE 3 -WAY 4 -WAY LIGHTED, PILOT OR KEYED TYPE, AS INDICATED ON DRAWINGS OR REQUIRED. CONDUCTORS: FURNISH & INSTALL CONDUCTORS OF THE SIZE AND TYPE SHOWN ON THIS DRAWING. ALL CONDUCTORS SHALL BE COPPER, TYPE THHN/THWN AND RATED AT 600 VOLTS. ALL SIZES ARE THE MINIMUM ACCEPTABLE TO SATISFY AMPACITY REQUIREMENT. CONSIDERATION SHALL BE GIVEN TO VOLTAGE DROP AND INSULATION SCCR WHERE NECESSARY. 20A CIRCUITS GREATER THEN 75 FT IN LENGTH SHALL BE 10 AWG MINIMUM 20A CIRCUITS GREATER THAN 130 FT IN LENGTH SHALL BE #8 AWG MINIMUM, CHANGE TO #12 AT JBOX AHEAD OF FIRST RECEPTACLE. GROUNDING: 1.ALL GROUND WIRES AND BONDING JUMPERS SHALL BE COPPER INSTALLED IN CONDUIT. ALL GROUND WIRES SHALL BE WITHOUT JOINTS AND SPLICES OVER ITS ENTIRE LENGTH. 2. THE SYSTEM NEUTRAL SHALL BE GROUNDED AT THE SERVICE ENTRANCE ONLY, AND KEPT ISOLATED FOR GROUNDING SYSTEM THROUGHOUT THE BUILDING. 3. EACH SYSTEM OF CONTINUOUS METALLIC PIPING AND DUCTWORK SHALL BE GROUNDED IN ACCORDANCE WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE. 4. MECHANICAL EQUIPMENT SHALL BE BONDED TO THE BUILDING EQUIPMENT GROUNDING SYSTEM. THIS SHALL INCLUDE BUT IS NOT LIMITED TO FANS, PUMPS CHILLERS ETC. EMERGENCY CIRCUITS: CONNECT ALL EMERGENCY LIGHTING (EXIT LIGHTS) ON THE SAME CIRCUIT AS THE NORMAL LIGHTING IN THE AREA AHEAD OF ANY SWITCHES AND/OR COMPLY WITH NEC 700-12(E). RESPONSIBILITIES: CONTRACTOR IS RESPONSIBLE TO IDENTIFY ALL UNDERGROUND UTILITIES PRIOR TO START OF EXCAVATION. THE DRAWING SHALL ONLY BE USED AS A GUIDE, BASED ON EXISTING INFORMATION THAT WAS AVAILABLE. THE CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL EXISTING CONDITdpiIONS AND TO COMMUNICATE WITH THE ARCHITEC/OWNER ANY CONTRADICTIONS WITH THE DESIGN INTENTION. THE CONTRACTOR IS RESPONSIBLE TO VERIFY THE FIXTURE CATALOG NUMBERS TO ENSURE COMPLIANCE WITH THE OTHER FACILITIES. IF THERE IS ANY DISCREPANCY, OR THE EXISTING MATERIAL IS NO LONGER AVAILABLE, THEN CONTRACTOR SHALL SPECIFY THAT IN HIS BID AND SUBMIT AN EQUIVALENT SUBSTITUTE FOR APPROVAL BY THE OWNER. VOLTAGE DROP:THE CONTRACTOR IS RESPONSIBLE TO SIZE ALL WIRES TO MEET NEC FOR VOLTAGE DROP. THE FOLLOWING RULE OF THUMB CAN BE USE FOR 20A -120V CIRCUITS: #12 MAX LENGTH SOFT, #10 MAX LENGTH 95FT, #8 MAX LENGTH 155FT. 384.15 ry 388.75„ AMPS AMPS SURFACE MOUNTED 208V 120V,10 EXISTING PANEL DESIGNATION SIEMANS TYPE "EO" 10,000 A.I.C. INTEGRATED SURFACE SURFACE MOUNTED I XISTINGPANELAC 400A CATALOG NO. COMMENTS COMMENTS IR # TRIP POLES ONO WIRE WIRE COMO LOAD LOAD V. A. L1 I 12 LOADDESCRIPTION ONO COND WIRE WIRE OLES TRIP CIR # 1 40 2 2X10 X10 3/4" AHU#1 — 0/7300 __ 240 7300 P.0.6. ICE BREWER - -- 1 2' / 2 12 1 20 02 3 1L2_ 1 12 2172 1 20 04 5 PLACE SIGN ON TIME SPARE _ 1137 0 _ ANSUL HOOD EF -1 _- 1L2" 1#12 272 1 20 06 7 401 2 2010 010 3/4" CU#1 3840 3840 840L38a _ ANSUL HOOD SF -1 3/4- 1012 3#12 2 40 08 _---- --- 109 ii 40 2 2#10 #10 3/4' AHUN2 192 7300 INTERLOCK/SHUTOFF 78L30 _ I S PER HOOD SPECS MIXER __- 1/2" 1#12 2#12 1 20 12 W MRLOCK/SHUTDFT (PER SPECS) 13 1L2" 1#12 2.12 1 20_ 14 15 04 -__- -_- PLACE SIGN SPARE 787/0 HOLDING CABINET 1 2' 1 12 2#12 1 20 i5 _ LANDSCAPE ACCENT LIGHTING 40- 2 2#10 1#10 3/4- CU#2-- 500— 0 5 0/5500 WALK-IN FREEZER-- 3/4" 1#12 3#12 2 40 182019 21 CLOCK 7 20 SPARE 7920 0 _ ICE MAKER 1L2' 1#12 2 12 1 20 22 -_- -- 23 20 2 0 1 10 1 2' ELECTRIC WATER HEATER 624 1920 COCA COLA SODA DISPENSER 1" 7 12 272L2 1 20 2a -_- -_- 25 20, 20 1 10 1 2" BAG -IN -BOX & CO2 624L920 _ TOILET ROOM'S EF #1& #2 1L2' 1 12 272 1 20 26 -_- -_- 20 10 -_- -_- PLACE SIGN SPARE 1800 0 _ STEAM TABLE 1L2" 1 12 2J 12 1 20_-_- 1 2" COR IG BOOL800 INI O C ILI F_ SPARE _ BOOZ2 _ CEILING RECEPTICLES_ 1L2" 1#12 2112 1 20 30 31 30. 2 2#10 1#10 1/2' INDOOR SMOKER 600(2880 12086 _ CEILING RECEPTICLES _- DINING RECEPTICLES_ 1/2- 112 2#12 L__20 32 _ - 33 1L2" 1 12 22 1 20 34 -_- -_- 35 2 20 14 SPARE 800 O_ KITCHEN RECEPTICLES 1 2" 1#12 2 1 2 1 20 36 — - 37V0O31Thhn4#3 108ThhnCU 1/2 PANEL "B' 360 KVA 2,480 KVA 800 O _ OL5500 0 625 KITCHEN RECEPTICLES SPARE SPARE 1 2" 1112 2 12 1 20 38 39 40qjCU ON TIME CLOCK 42 384.15 ry 388.75„ AMPS AMPS AMPS tO6. 00v„®® AMPS AMPS LIGHTING FIXTURE SCHEDULE SURFACE SURFACE MOUNTED MFR CATALOG NO. EXISTING PANEL DESIGNATION SIEMANS TYPE "EQ" 10,000 A.I.C. INTEGRATED WATTS VOLTS MOUNTING XIWIN A EL 100A COMMENTS HERMITAGE 50026577 COMMENTS IR TRIP POLE GND WIRE WIRE COMO LOAD LOAD Lt V.PO 0 L2 LOADDESCRIPTION COMO WIRE WIRE OLES TRIP IR # PLACE SIGN ON TIME CLOCK _ 1 20 2 li 1 10 1 2" BUILDING EXTERIOR SCONCE 1200/402 KITCHEN LIGHTING__- L/2" 1#10 1110 2 20 02 PLACE SIGN ON TIME CLOCK 3 20 2 0 1 10 1 _2" BUILDING EXTERIOR SCONCE 9000 CUSTOMER LIGHTING -- 1/2_ 1 10 2 10 2 20 _ 04 -__- -_- PLACE SIGN ON TIME CLOCK 5 20 2 11 1#10 1 2" LANDSCAPE ACCENT LIGHTING 900 6D0 DINING LIGHTING __- 2" 1#10 2jL10 2 20_ 06 PLACE SIGN ON TIME CLOCK 7 20 2 110 1#10 1 2" LANDSCAPE ACCENT LIGHTING 900/450 SCONCE — DIRECTIONAL DINING LIGHTING f2' 1#10 2110 2 20_ 08 PLACE SIGN ON TIME CLOCK 9 20 2 2#10 1#10 .1 2" LANDSCAPE ACCENT LIGHTING 450/450 DINING TABLE TOP PENDANT LIGHTING L/2" 1 10 2110 2 20 10 -_- -_- PLACE SIGN ON TIME CLOCK 11 20 2 I 1 10 1 2" COR IG BOOL800 INI O C ILI F_ 1 1 1 2 2 L21- 1313 20 SPARE 1800 0 DISHW HER 1 2" 1 10 2 10 2 20 14 PLACE SIGN ON TIME CLOCK 15_ 20 2 Z(10 1 10 1 2" EXTERIO A LIGHT 0/450 SPARE _— 16 PLACE SIGN ON TIME CLOCK 17 20 2 210 1 10 1/2" EXTERIOR CANOPY CAN LIGHT 0/450 SPARE 18 -_- _-_- SPARE 20 21 20 1 2#12 1#12 1/2 RTU#3 ROOF W.P OUTLET 0/180 SPARE 23 60 3 3#6 1#10 3/4" RTU#3 -TEMP. HOOD SUPPLY 0 3600 O Of 3600 SPARE SURGE -- SURGE --- 24 _ - 25 26 _ - 27_ 28 SURGE 30 _ SPARE — L SPARE-_- 33 SPARE 0/0 SPARE 34 _ 35 SPARE 010 SPARE — 36 — 37 SPARE 0/0 SPARE 38 _ 39 SPARE — qLo SPARE -_-_ 40 41 SPARE SPARE 42 AMPS tO6. 00v„®® AMPS AMPS LIGHTING FIXTURE SCHEDULE TAG MFR CATALOG NO. LAMPS/TYPE WATTS VOLTS MOUNTING DESCRIPTION A HERMITAGE 50026577 2-75 120 LAY—IN 2X4 PRISMATIC (ACRYLIC), 3—LAMP Al HERMITAGE 54300795 2-39W T8 BIAX 96 120 CEILING 2X2 PARABOLIC, 2—LAMP C1 HERMITAGE 18632382 1-42W BIPIN 42 120 RECESSED 6 RECESSED CAN FLUOR. BALLAST 18632077 TRIM C2 P1 HERMITAGE WQXG G40 150 120 PND NTCEILING MOUNT P2 HERMITAGE 9MJWY 3-32W T8 35 12 PENDA T G CEILING MOUNT T1 HAMPTON BAY EZ8715ABZ 3—HALO—G10 150 120 CEILING CEILING MOUNT E1 LIGHT WORLD L—C—GB LED 5.4 120/277 VAC WALL BLACK CASE / GREEN LETTER E2 LIGHT WORLD L-1 LED 5.4 120/277 VAC WALL WHITE CASE WS1 HERMITAGE KHMX IE26 60 120 WALL SCONCE 1 HERMITAGE VNL5 1GU-10 50 120 WALL SCONCE — DIRECTIONAL EXISTING BUILDING EXTERIOR WALL 120 PARK AVE a 4i 2-2 1/2” CONDUITS HAVING A _ RESTAURANT NO PHOTO NO PHOTO3-#250 MCM ALUMN. WITH 1-#3 Cu IN EACH OF THE TWO RUNS NEW NEW SUB - "''T T T i PANEL "A" PANEL "B" NEW METER 40D AMP 100 AMP 400A 1m 10 ----"`" 10 42 CKT 42 CKT FUSED A Al C2 WS -1 WS -2 Tl DISCONNECT 400A10 ) .-_ ...... _ CONDUIT 3 - # 3o CONDUITS HAn- 2-2-1/2"NG THHN COPPER, E 1-#8 THHN COPPER d 3-#250 MCM ALUMN. WI H IN 1-1/4 C. 1-#3 Cu IN EACH OF THE TWO RUNS 4. „ J..j NEW GROUND ROD - TO BE A MINIMUM i/0 Cu GRND WIRE % B' -O" LONG i -= 1x_...,.".-....Fvu.lkn MIN.1 GROUND ROD INSTALLED VERTICALLY ."""rte \ I p1111 _ I IN GkOUND W/ A 12' EARANCE FROM WALL FOUNDA ION, AND 6" GROUND COVER. I - i I O JELECTRICALRISER ----- ---• NOT TO SCALE P1 ++' CF1 CF2 P2 E1 E2 SAMUEL OLMEDO ARCHITECT FL. REG. AR0015027 TEL 407.937.3109 P.O. BOX TIMMS WINTER GARDEN, FL 51779 CONSULTANT CONSULTANT REVISIONS: NO. DATE DESCRIPTION 2 . 10-22-14 BLDG. DEPT. 3. 11$14. HISTORIC RENEW 4 . 11-17-14 BLDG. DEPT. ALL RrTORfB: PIANS. aPFCFX'wTXa1& COIPUIER F71ES. RII MTA N01ES WalialMvllS PIEPAIEDlh TE ANO DrNFn oocuMPsmANo REUTEo IIIHR8MF1lA FIEPARED SY 11E AR W 7ECT aR mwsL TAma •s mRUETn3 aF ecRVX,,: enN1. REIMN THE PROPdtt oP 11E ARfl11F1.T aR A NEW RESTAURANT FOR ROB HAWKINS RISK INSURANCE INC. ELECTRICAL PANEL SCHEDULES & RISER DIAGRAM E03 i M1ty 4 2.015 s. I OVA CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Pp ?c 7JAlicationNo: Documented Construction, Value: $ Job Address': ajp Historic District: ves l 10 Parcel ID Zoning: Description of Work: /r'' e_ '- J3,[L715 0/__ Ij7— 1 -0 - PlanPlan Review `Contact Person; Title: Phone: = Far: _ E-mail: Property Owner Information. Name)KA. Phone;: Street: Resident of property? City, state, Zi,p- Bonding Company:. Mortgage. Lender: /IZAL Address; Address'. PERMIT INFORMATION Building, Permit Square Footage: No. of Dwelling Units: Electrical Construction Type: No.of Stories. Flood Zone: Plumbing New Service,—No. of AMPS: yaeli New Construction -iiia. of Fixtures. Mechanical (Duct layout„required for new systems) Fire Sprinkler/Alarm No. of heads: Shall be inscribed with the date oi'application and the Lode in effect as of that date (Code 20,10 FBG) 731.135(5)(6) Florida Statutes. REV 0:7..14 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 meetstandards; of all laws regulating construction In this jurisdiction. I understand that, a separate permit mast be secured for electrical work, plumbing, signs, wells, pools, furnaces,, boilers, heaters, tanks, and. air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing"information is accurate and that all work will be done in compliance. with all applicable laws regulating construction and zoning. 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 YOUT INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOURNOTICE OF COMMENCEMENT. NOTICE: In addition to :the requirements of this permit, there may be add ition.al.restrictions applicable to this, property that may 'be found in the public records of this county, and there may be additional permits required, from other governmental entities such as water management districts; state agencies; or federal agencies. Acceptance,of permit is verification that I will notify the owner of the property of the requirements ofTlor d'a Lien Law, FS 71.3. The "City of S;an.for"d requires payment of a plan review tee. A copy of the executed contract is requiredin order to calculate a plan 'review charge.. If the executed contract is not submitted; we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculatedcharges exceed the documented construction value when she executed contract is submitted, credit will be applied to your permit fees when the permit is released. Signature of Owner/Agent Date Print Owner/Agent's Name Signature :of`NotarysState of Florida Date' Owner/Agent is Personally Known to Me or Produced" ID Type -of"ID APPROVALS: ZONING: ENGINEERING: COMMENTS: S'ici ure of Coorfradtor/Ag6rn p hate PrincContractor'A it's Name fes Signa re of Notary -State cifFlorida Date Comrnissson # EE 131997 Expires October 20,20`51 h oR o SwdWd hm Tmy Fin lmurer ce 8' '` 7Bf9 Contrac or Agent i Personally Known to Me or Produced ID" Type,of ID UTILITIES: WASTE WATER: FIRE: BUILDING;._ f r` Shall be,inscribcd with the date ofapplication and the code in effect as of that date (Code 2010 FBC) 731 13-5(5)(6) Florida statu €:S. REV 07114 Y& K Investment Company of 0dando Inc 40,7-963-5352 , Fax 407=568-41:82: 7-568-41,82 Electrical Cont.ractm 4 EC 13002060 2722 1 Gtfi,Street, Orlando, FL 32820 Name / Address Geneva. Coastructicin Steve Smith P.O. Box 6218,58 Oviedo, EL 32762-1858 Estimate Date Estimate k 8/3/20,14 983 Page 1 Project Santord BBQ Description Qty Cost Tota I Electrical Pepnit 1 2 50. 0.0 250.00 Mobilization 1 400,.00 400.00 2A Jay in fixture larnped & wiped 8 135.00 1.080.00 Parabolic Light,Fixturc 2,X2, 2 1615.00 330. 100 One pole switch 120 volt 1 1 83.571. 835.71 High Hat , 75 Watt Open trim, Cl. & C2 15 95.00 1;425A Track Light With Heads T'Lona 5 250.00 1,250.60 Supply, Wire,& install Fixtures PI j& 112 29 175.00 5;075.00, Liu , ht Fixture W I iring k I nsAallaiti6n WS, I & WS2 7 173.00 11225.00 Bath. Can, Wiring Only ( Fan Supplies By Others) 2 50.00 100.00 Prewire & install Ceiling Fan CF2 2 87-1.00 1_750.00 Alrewire;& .'install Ceiling Fan CFI 615.00 2.025:00 Emergency lite battei-y backup 3 125.00 375-00 Fxit/Ernergence: Combo l Battery Unit 3 170.00 510.00 Wire For Signgn 1 300.00 '30Q.00 Wiring S, install outside ground, lights: Fixtures by others 23 125.00 2i875.00 Duplex'reept. 110 volt 1-5 amp 8 70.00 560.00 GFI Receptacle Dedicated 10 150.00 1.500.00 Gri'duplex recpt: 120 volt fi 95.00 760.00 Duplex r ' ecpt,. 120 volt 15 amp Ceiling T 85.00 595,00 220. Volt 30 Amp T Phase outlet Smoker 1 1,25.00 125.00 Wiring for.11ot Water Heater 1 100.00 100.00 34 Conduit with 3 4, 10 TH HN WiM 125 4.00 500.00 Power & Coptrol Wiring for Kitchen Fire Flood Systern,,,Vith Fans 1 600.06 606,00 Electrical,flanQ1 100/2 1 660.00 600.00 1106 A.qIp,3 Phase 4# 3 Cu, k, 8. 1-1/4` Pvc 10 12.50 125.00 Walk-ln'-Cooler'll'ower Wiring 1 500.00 500.00 Power wiring for air-conditioning 5 Toil YI 300.00 900.00 TO accept t4is estiinatq, please sign and return. Subtotal Sales Tax (6.5%) Total Page 1 J & K" [nvestn ent .Company of Orlando Inc 407-' 963-5352 Fax 407=568-4182' Electrical Conttac"tors # EC13002060> 2722 10th Street Orlando, FL 32:82Q Name/Ad d fbss Qeneva Conlstructlolt Steve Sm"ith P.O'. Box 621858 Oviedo, FL "3276.2-1858 Date Estimate # 8/3/2014 983 Page 2 Project; Sarifgi d [3L3 r Description Qty Cost Total Power wiring fir Air'Handler & Heater 3 300.00 900.00 ' 1" Conduitwith 2,# 6.& I #'I0 THHN Wire 175" 6.60' 1.050.00 4110"Arnp 1;"Phase Meter. Main Disconnect & Panel Wired for 300 1, 3,375.00 3.375M Arips_ 400 temp I'Phase 2 {tuns of'3 # 2:50, 1 V 4 di ? 1/2 Pic 402j:.OQ 1,000.00. A / 000r 1 o,acdept this esiimute, please"sign"and retunt. Subtotal ;,;995.1 Sales Tax (6.5%) x0 ole Totall 32.995.71 Page 2 CITY OF SANFORD BUILDING& FIRE` PREVENTION' PERMIT APPLICATION' TApplicationNo: - 22-03 Documented Construction. Value- $ 5,61 7. Historic District: Yes No ElJobAddress,: 4 V4Aza25,__ Parcel fD: Zoning-, Description of1vVork:: Plan Review 'Contact Person: Title:, Phone: Fax: E-mail: Property Owner Information Name Phone: Street., Resident ofproperfy9,:, City, State zit: Contractor Information Bonding Company, Addrcss,-. Building Permit, 0 Square footage: — Mortgage Lender: Address-, PERMIT INFORMATION Construction "Type: No. of Stories: No. of Dwelling "units: Flood Zonei Electrical: 57 Z, New Service —No'. of AMPS: Meellhal4ical, tl (buct lay6ut'rcqt. 6red fOr new systems) Plumbing 0 New Construction - No. of Fixtures: Fire -Sprinkler/Alarm 0 No. of heads: Shalt be, inscrib6d with the date of, appljcalion;wi.d the code ineffect as of that date (Code 2010 FBG) 73 1,135(5)(6),Flonda Statutes. REV 07.14 Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installafion ;has" commenced prior to the issuance of a permit and `that all work will be performed to meet -standards of all laws regulating construction in this jurisdiction 1 understand that a separate permit must ;be secured for electrical work,, plumbing;signs, welts, pools;, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating; construction.aad zoning< WARNING TO OWNER; YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT fN 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 F.INANCIN.G, CONSULT WITH" YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF, C'OMMENCEMEN`T':., NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the p"ubl'ic records: of this county,, and there may be additional permits required from other governmental'entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required, in order to calculate a plan review charge. If the executed contract is not submitted,. °we reserve the right toa calculate the p p p activity levels. Should calculated charges exceed the documentedplanreviewfee. based on past permit activlt construction value when the e1xecuted contract is submitted, credit will be applied to your permit fees when the permit Is released. Signature of Owner/Agent Date Print Oryper/Agent's Name Signature of Notary -State ofFlundu Date Owner/Agent is V/Personally Known to M'e or Produced ID, Type, ofM 11fow & dgil z _ S/at nate Pani, contractor , gent,s ;Namc n . re of Notary -State oC, Florida Date dW^ : L. KEENAN Commission # EE 1310 Expires.0 ctoberr20; 201,5 Contracit isBonded'"" tsty to "Me or Produced ID Type of I: APPROVALS: ZONINGS UTILITIES: WAS"M WATER- ENGINEERING: FIRE: BUILDING: COMMENTS: Shall be inscribed with the date of application and the code in effect as offhat date (Code 2010 1:130) 731 135(5)(,6) Florida Statutes REV 07.14 Q MAY 5 Lu'15 PERMIT # iy aza z NOTES 0. EMERGENCY/EXIT LIGHTS SHALL BE 'CONNECTED TO LOCAL AREA LIGHTING CICUIT AHEAD OF ANY SWITCHING DEVICES PER NEC 701.11 (F). EMERGENCY LIGHTING SHALL PROVIDE -A MINIMUM OF 1 FOOT CANDLE OF ILLUMINATION FOR ALL EGRESS WALKWAYS. ADDITION FIXTURES MAY BE REQUIRED. 2. ALL 15 AMP AND 20 AMP 125 VOLT RECEPTACLES REQUIRE GFCI PROTECTION IN KITCHEN AREAS. 3. ALL EQUIPMENT REQUIREMENTS MUST BE VARIFIED WITH ACTUAL EQUIPMENT DELIVERED TO SITE. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ADJUSTING ELECTRICAL REQUIREMENTS AS NEEDED. 4. ELECTRICAL CONTRACTOR TO FEILD VARIFY AND TRACE EACH CICUIT FOR CORRECT BREAKER LOAD AND SIZE. REFER TO SPECIFIC EQUIPMENT LABEL OR CUT SHEET AS REQUIRED TO MEET N.E.C. 5. PROVIDE 1 C WITH BELDEN SHEILD #8132 FROM P.O.S. TO EXISTING TELEPHONE EQUIPMENT BOARD AT REAR .OF STORE. REGISTER TO HAVE (2) RJ -11 JACKS. 6. ALL CONDUITS SHALL BE 1" UNLESS NOTED OTHERWISE. 7. ALL EQUIPMENT CUT -SHEET DESIGNATING ELECTRICALPOWER AND BREAKER REQUIREMENTS SHALL BE VERIFIED WITH THE PANEL SCHEDULE PRIOR TO WORK. ANY DISCREPENCIES`SHALL' BE BROUGHT TO ATTENTION OF THE DESIGN PROFESSIONAL. 1 SPECIFICATIONS PROJECT LIGHTING NOTES: 1. ALL EMERGENCY LIGHTS MUST HAVE CONSTANT POWER FROM THE BREAKER. 2. ALL EMERGENCY LIGHTS MUST BE CONNECTED TO THE LOCAL LIGHTING CIRCUIT IN CASE OF POWER FAILURE EVENT IN THE SAME AREA. 3. ALL EMERGENCY LIGHTS UNITS MUST BE ORIENTED TOWARD THE EGRESS PATH INDICATED ON LIFE AND SAFETY PLAN. EM - DENOTES EMERGENCY POWER UNIT PROVIDED WITHIN THE SAME LUMINARE NL - DENOTES 24 HOURS LIGHT CONSTRUCTION OF .ANY OF THE ELECTRICAL WORK SPECIFIED HEREIN SHALL CONFORM TO THE REQUIREMENTS OF THE APPLICABLE SECTIONS OF THE NATIONAL ELECTRICAL CODE (NEC) 2008 OR LATEST EDITIONS. - RACEWAYS: EMT WITH SETSCREW FITTING, MC CABLE, FLEXIBLE METALLIC CONDUIT WITH SQUEEZE TYPE CONNECTORS. CONDUITS RUN EXPOSED AND VULNERABLE TO MECHANICAL INJURY SHALL BE RIGID, HEAVY --WALL, GALVANIZED STEEL OR ALUMINUM. ALUMINUM CONDUITS MAY NOT BE USED BELOW GRADE OR EMBEDDED, IN CONCRETE. CONDUITS RUN EXPOSED. OUTSIDE OR IN FLOOR SLABS SHALL BE RIGID, HEAVY --WALL, GALVANIZED OR SHERARDIZED STEEL. CONDUITS .RUN BELOW GRADE, EXTERIOR TO THE BUILDING SHALL BE SCHEDULE 40 HEAVY --WALL, HIGH IMPACT POLYVINYL CHLORIDE ELECTRICAL CONDUIT. BOXES: OUTLET BOXES AND COVERS SHALL BE GALVANIZED OR SHRARRDIZED, ONE-PIECE PRESSED STEEL, KNOCKOUT TYPE, AND OF AN APPROVED MAKE, OUTLET BOXES SHALL BE EQUIPPED WITH PLASTER RING, EXTENSION RINGS OR FIXTURE STUDS AS MAY. BE REQUIRED. DO NOT INSTALL BOXES BACK TO BACK. BOXES EXPOSED TO RAIN OR OTHER MOISTURE SHALL BE CROUSE --HINDS TYPE ES, FDCONDULET BOXES WITH APPROPRIATE COVERS AND GASKETS. ' - DEVICES: 1-'- RECEPTACLES: DUPLEX 20 AMP CONVENIENCE RECEPTACLES (COLOR AS SELECTED BY ARCHITECT,) 120 -VOLT GROUNDING TYPE, SHALL HAVE TWO CURRENT -CARRYING CONTACTS AND ONE GROUNDING CONTACT,WHICH IS INTENTIONALLY CONNECTED TO THE FRAME. (ONLY P&S, HUBBELL OR LEVITON ARE APPROVED). GROUND FAULT RECEPTACLE SHALL BE DUPLEX TYPE. WEATHERPROOF DEVICES: ALL RECEPTACLES, SWITCHES AND JUNCTION BOXES ON. NE EXTERIOR OF THE BUILDING. ON THE ROOF, OR IN LANDSCAPED AREAS SHALL HAVE A WEATHERPROOF LIFT COVER PLATE. - 2- SWITCHES; PROVIDE COMMERCIAL GRADE FLUSH MOUNTING QUIET -OPERATING AC TYPE WITH TOGGLE -OPERATOR HEAT-RESISTNCE PLASTIC HOUSING AND SELF GROUNDING .METAL STRAP: SILVER OR SILVER ALLOY CONTACT. DESIGN FOR SIDE OR BACK WIRING WITH UP TO NUMB ER 10 WIRE, VERIFIED BY UL TO MEET OR EXCEED FEDERAL SPECIFICATION WS-896E,USE SINGLE -POLE DOUBLE -POLE 3 -WAY 4_ WAY LIGHTED, PILOT OR KEYED TYPE, AS INDICATED ON DRAWINGS OR REQUIRED. CONDUCTORS: FURNISH & INSTALL CONDUCTORS OF. THE SIZE AND TYPE SHOWN ON THIS DRAWING. ALL CONDUCTORS SHALL BE COPPER, TYPE THHN/THWN AND RATED AT 600 VOLTS. ALL SIZES ARE THE MINIMUM ACCEPTABLE TO SATISFY AMPACITY REQUIREMENT. CONSIDERATION SHALL BE GIVEN TO VOLTAGE CROP AND INSULATION. SCCR WHERE NECESSARY.: 20A CIRCUITS GREATER THEN 75 FT IN LENGTH SHALL BE. X10 'AWG MINIMUM 20A CIRCUITS. GREATER THAN 130 FT IN LENGTH SHALL BE X8 AWG MINIMUM, CHANGE TO X12 AT JBOX AHEAD: OF FIRST RECEPTACLE. r GROUNDING: t. ALL GROUND WIRES AND BONDING JUMPERS SHALL BE COPPER. INSTALLED IN CONDUIT. ALL GROUND WIRES SHALL BE WITHOUT JOINTS AND SPLICES OVER ITS ENTIRE LENGTH. - 2. THE SYSTEM NEUTRAL SHALL BE GROUNDED AT THE SERVICE ENTRANCE ONLY, AND.KEPT ISOLATED FOR GROUNDING SYSTEM THROUGHOUT THE BUILDING. 3. EACH SYSTEM OF CONTINUOUS METALLIC PIPING AND DUCTWORK SHALL BE GROUNDED IN ACCORDANCE WITH THE REQUIREMENTS. OF THE NATIONAL ELECTRICAL CODE. - 4. MECHANICAL EQUIPMENT SHALL SE BONDED TO THE.. BUILDING EQUIPMENT GROUNDING SYSTEM. THIS SHALL INCLUDE BUT IS NOT LIMITED TO FANS. PUMPS CHILLERS, ETC. EMERGENCY CIRCUITS:' CONNECT ALL. EMERGENCY LIGHTING -(EXIT LIGHTS) ON THE SAME CIRCUIT AS THE NORMAL LIGHTING IN THE AREA AHEAD OF ANY SWITCHES AND/OR COMPLY WITH NEC 700-12(e). RESPONSIBILITIES: CONTRACTOR 15 RESPONSIBLE TO IDENTIFY ALL UNDERGROUND'UTILITIES PRIOR TO START.OF EXCAVATION. THE DRAWING SHALL ONLY BE USED AS A -GUIDE, BASED ON. EXISTING INFORMATION THAT WAS AVAILABLE._ THE CONTRACTOR ISRESPONSIBLE,TO FIELD VERIFY ALL EXISTING'CONDI7dpiIONS. AND TO COMMUNICATE WITH THE.ARCHITEC/OWNER ANY CONTRADICTIONS. WITH THE DESIGN INTENTION. THE CONTRACTOR. IS RESPONSIBLETOVERIFY THE FIXTURE CATALOG NUMBERS TO ENSURE COMPLIANCE WITH THE OTHER FACILITIES, IF THERE IS ANY'DISCREPANCY; OR THE EXISTING MATERIAL IS NO LONGER AVAILABLE, THEN CONTRACTOR SHALL SPECIFY THAT IN HIS BID AND SUBMIT AN EQUIVALENT. SUBSTITUTE FOR APPROVAL BY. THE OWNER. VOLTAGE DROP:THE CONTRACTOR IS RESPONSIBLE TO SIZE. ALL WIRES TO MEET NEC FOR VOLTAGE DROP. THE FOLLOWING RULE OF THUMB CAN BE USE FOR -20A -120V CIRCUITS: #12 MAX LENGTH 6OFT, X10 MAX LENGTH 95FT, XB MAX LENGTH 155FT. EXISTING BUILDING EXTERIOR WALL SURFACE MOUNTED 20BY 12OV,tm 120 PARK AVE 2-2 1/2" CONDUITS HAVING RESTAURANT 3-X250 MCM ALUMN. WITH 1-X3 Cu IN EACH COMMENTS IR OF THE TWO RUNS NEW NEW SUB - O NEW METER PANEL "A" PANEL "B" 44 00A 400 AMP 100 AMP 1m 1m OLES 42 CKT CKT FUSED 1 DISCONNECT 742 400A1m 3/4" 3-X3 THIN COPPER, 1/2- CONDUITS HA ING 1 -XB THHN COPPER 50 MCM ALUMN. WI I IN 1-1/4" C. Cu IN EACH l NEW GROUND ROD - TO BE A MINI -MUM 1/0 Cu GRND WIRE X B'70" LONG A MINC. GROUND AODZ NSTALLED VERTICALLYGRR / CLEARANCE FROM WALL FOUNDAZION, AND 6- GROUND COVER. SURFACE MOUNTED 20BY 12OV,tm EXISTING PANEL DESIGNATION SIEMANS TYPE 'EO" 10,000 A.I.C. INTEGRATED TAG EXISTINGPANELAC 400A. COMMENTS COMMENTS IR TRIP POLE ONG WIRE WIRE COND LOAD LOAD V.A. Ll - L2 SLOAD DECRIPTION COND WIRE'WIRE OLES TRIP FOR 1 40ri 2 2X10 X10 3/4" AHUX1 0 7300 - _- 240 7300 P.O.S.- _- ICE BREWER 2' 1 1 2#12 1 20 02_ 3 112_ 1 #12 212 1 20 04 - ON TIME CLOCK 1 SPARE - 111710 ANSUL HOOD EF 1 ..112" 1#12 _212 1 20 06 --- --- 9 .. 40! 2 2X10 1#10 3/4" CUN1 _ 8484 3840 3840 ANSUL HOOD SF -1 3/4" 1X12: 3#12 2. 40 08 --- - 13 401 2 2X10 X10 3/4' AHUX2, 192f7300 INTERLOCK/SHUTOFF .SAS PER HOOD SPECS 787730 _ MIXER _- 1/2" 1X12 .2X12 1 20 12 INTERLOCK/$HUTOPF (PER SPECS) 112" 1#12 -2 12 1 20- 20 PLACE SIGN ON 71ME_CLOCK SPARE - 7B7/0 HOLDING .CABINET 1 2" I 12 2#12 1-' 20--- LANDSCAPE ACCENT LIGHTING 40." 2 2X10 X110 3/4' CUX2 0 5500 0 5500 WALK-IN FREEZER 3/4", 1X12 3X12 2 40 18 - 19 20 7 ` 9. 20 20:2 2 2 22110 1#10 10 1 10 SPARE 1920 0 - ICE--MAKER --- 1LZ".1 12 2'1T i 20 22 23 20 2 10 1 10 1 2" ELECTRIC .WATER NEATER624/1920_- COCA COLA SODA DISPENSER 112" 2j12 1 20 24- 25 20 2 2 10 1 10 1 2" BAG -IN -BOX & CO2' 6241920 - TOILET ROOM'S EF. #1& #2 112" 1 12 2 12 1 20 26 --= 27 SPARE 1800 0 STEAM (TABLE' 1/2" 1' 12 2fC12 1 20 28: SPARE 1600 D bISHW HER 1 2" 1 10 89020 _ CEILING RECEPTICLES_. 1L" 1#12 2112 1 2) 30 A 33 CLOCK 15 3X10 1X10. 1/2" - INDOOR SMOKER 60 2880 12088 _ CEILING RECEPTICLES -- DINING RECEPTICLES_ - 1 2". IjL2 2 12 1 20 32 112". 112 22 1 20_ 35 ' 03 16 PLACE SICN SPARE 800/0 KITCHEN RECEPTICLES' : 1 2" 1 12 2#12 1 20 36 - 374X3 EXTERIOR CANOPY CAN LIGHT 1X8 Thhn ThAnCU 1 2 PANEL "B" 360 KVA 2,480 KVA 90D 0: __ OL5500 - 0 625 KITCHENRECEPTICLES1 SPARE SPARE -- 2".1f 2 2 12 1 20 3839 40 41CU-. 42 - - - AMPS AMPS - AMPS 106.00 LIGHTING FIXTURE SCHEDULE TAG SURFACE MOUNTED 20BY/120V.10 CATALOG NO. LAMPS/TYPE EXISTING PANEL. DESIGNATION SIEMANS TYPE "EQ" 10,000 A.I.C. INTEGRATED VOLTS MOUNTING XIST NG A I B 1ODA - HERMITAGE COMMENTS 2-75 COMMENTS- IR TRIP POLE GND WIRE WIRE GOND LOAD LOAD Ll V.AO 0`>- 12 LOADDESCRIPTION COND WIRE WIRE POLES TRIP CIR X PLACE SIGN ON TIME CLOCK 1 20 2 2I 1#10 1 2" BUILDING EXTERIOR SCONCE 1200 40_0 -- KITCHEN LIGHTING__- L/2" 1#10 2110 2 20 02 PLACE SIGN ON TIME CLOCK 3 _ 20: 2 10 1 10 1 2" BUILDING EXTERIOR SCONCE 9 /200 CUSTOMER LIGHTING _- 2' 1 10 2 12 2 20 04. PLACE SIGN ON 71ME_CLOCK E2' 5 20' 2 Ll 0 1X11) 1 2" LANDSCAPE ACCENT LIGHTING 900 600 DINING LIGHTING f2' 1X10 2 12 2 20 06 . PLACE PLACE SIGN SIGN ON ON TIME TIME CLOCK CLOCK 7 ` 9. 20 20:2 2 2 22110 1#10 10 1 10 1/ 2" 1 2" LANDSCAPE ACCENT LIGHTING LANDSCAPE ACCENT LIGHTING 900/450, DINING LIGHTING 450/450 DINING TABLE TOP PENDANT LIGHTING if2" 1#10 2110 2 20 OB 1 10 210 2 20 _ 10 PLACE SIGN ON TIME CLOCK 11 20:. 2'. yTiO 110 12: CoR IG 8001800 DINI_9nc C 1Ll Zm-5 13 20-. SPARE 1600 D bISHW HER 1 2" 1 10 2 10 2 - 20_ 14 PLACE SIGN ON TIME CLOCK 15 20 2' 0 1 10 1 2" EXTERIQ A LIGHT 0/450 SPARE 16 PLACE SICN ON TIME CLOCK 17 20 2 10 1 10 1 2" EXTERIOR CANOPY CAN LIGHT 0/450- SPARE 18 SPARE 20 -_- -_- 21 20' 1 2X12 1X12; 1/2 RTUX3 ROOF W.P OUTLET - FM 0 180 SPARE pp --- --- 23 3 3X6 1X10 3/4" RTUX3.- TEMP. HOOD SUPPLY 0 3600 0C 13600 SPARE SURGE_ SURGE 24 -_- -_- 60 26 28 - - SURGE 31 SPARE - L SPARE -_- 32 33- SPARE 0 SPARE 34--- --- 35 SPARE. 010_ SPARE __- 76 -_- --- 37 SPARE SPARE 0 0. SPARE SPARE L SPARE SPARE SPARE, 42 --- --- AMPS 106.00 LIGHTING FIXTURE SCHEDULE TAG MFR CATALOG NO. LAMPS/TYPE WATTS VOLTS MOUNTING DESCRIPTION A HERMITAGE 50026577 2-75 120 LAY -IN 2X4 PRISMATIC (ACRYLIC), 3 -LAMP Al HERMITAGE 54300795 2-39W T8 BIAX 96 120 CEILING 2X2 PARABOLIC, 2 -LAMP Cl HERMITAGE 18632382 1`-42W BIPIN 42 120 RECESSED 6RECESSED CAN FLUOR. BALLAST 18632077 TRIM C2 - Pi H RMITAGE WQXG . G40 150 120 P A T CEILING MOUNT P HERMITAGE 9MJWY 3-32W TB 35 12 PENDANT/CLG CEILINGMOUNT T1 HAMPTON BAY EZ8715ABZ 3 -HALO -GID 150 120 CEILING CEILING MOUNT E1 LIGHT WORLD L -C -GB LED,-; - 5.4. 120/277 VAC WALL BLACK CASE./ GREEN LETTER E2' LIGHT' 'WORLD L-1 LED - 5.4 120/277 VAC WALL WHITE CASE W51 HERMITAGE KHMX 1E26 60 120 WALL SCONCE W51 HERMITAGE VNL5 1GU-10 50 120 WALL SCONCE - DIRECTIONAL NO PHOTO NO PHOTO A Al C2 s t WS -1 WS -2 I I t i I i I k$ 47 T1 F- QQI--QW W.W Wt-W=WLLZ0 T -ELLpz- aU HC OUF- ZD cccrQXa:r0m0 Z0-ju-< >>CCU) Z LuOLLu z OL U pOu..O UhzzzW(rOLut= H wjQVQO i J FQ- U7. QUDQ JbCCZ w00 z i crH'LLTpQU i UJO YQ JU5 O F_- CC ) aC CC 2; O, z h - al `Q z Cyt CC <n kI al j)F-O0LEI t C•' Q O CC U SAMUEL OLMED0 ARCHITECT FL. REG. AR0015027 TEL 407.987.6109 t ®Y'nOm.Cpn P.O. BOX 784875 WINIER OABDI N, FL 94778 CONSULTANT CONSULTANT REVISIONS. NO. DATE DESCRIPTION 2. 164244 BLDG. DEPT. S. 11-014. HISTORICREVIEW 4. 11-17-14 BLDG. DEPT. NsrRw.lEN18 oP sERnrF awxERslw ALL REPCRIH, RAN9,lIPEL9Y/,TWNR, COI.WTERP11E%`RP MTn NDTEB INsmwom PRFFARE6V7 AOa DINER oocuNeNre uw RaTm V16TRlIMPNT9 P11EPMmkIYTIE AnfA91E6r CR ooNsuLrurts A9 - MDaWENT80FffiNCE BlUIL REAIAM _ THE PRDPEAtt K THE MC1 Yf ECf mR 11E CaNwOLr4Nr OiNbll REruN Au aN1N0N uw, BrAT ulorsr,wo DINE REBEnvEn RIDN18, naild96 TIE WPYNmlrt111BIET0. A NEW RESTAURANT FOR:. ROB HAWKINS RISK INSURANCE. INC. ELECTRICAL PANEL SCHEDULES & RISER DIAGRAM y.,c SAMUEL OLMEDO IVSD AUGY12044 BUI By: CITY OF SANFORD DING & FIRE PREVENTION PERMIT APPLICATION f i Application No: T Documented Construction Value: $ a0r- Job Address: 120 S Park Ave , Sanford, FI Historic District: Yes ® No Parcel ID: a 5') 1 305Ai6 "030y - O100 Zoning: Description of Work: Interior & exterior Alterations for a new restaurant Plan Review Contact Person: rL/J/f it/ Ste? T-/ Title: Phone: Fax: y?-3`I GI—O S SSE-mail: Property Owner Information Name Rob Hawkins Phone: 407 221 9199 Street: P.O. BOX 1389 Resident of property? City, State Zip: Sanford,A 32772 Contractor Information Name Geneva Construction, Inc Phone: 407 349 5904 Street: P.O. Box 621858 Fax: y (:2-7-3,9 cT - 6 999 City, State Zip: Oviedo, FI 32762 State License No.: C00015 -6;,,q F Architect/Engineer Information Samuel Olmedo, Architect Name: Phone: 407 967 3109 Street: P.O.Box 784825 City, St, Zip: Winter Garden, FI 34787 Bonding Company: IVIS' Address: Fax: E-mail: soarcht@yahoo.com Mortgage Lender: Address: PERMIT INFORMATION Building Permit 0 Square Footage: 1,264 Construction Type: No. of Stories: ONE No. of Dwelling Units: Flood Zone: Electrical 12 40OA/1 PH New Service = No. of AMPS: Mechanical 0 (Duct -layout required for new systems) Plumbing M New Construction - No. of Fixtures: TEN Fire Sprinkler/Alarm No. of heads: _ r Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FBC), 731.135(5)(6) Florida Statutes. RT -.V 07.14 I, jApplication 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 j meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all 'applicable laws regulating construction and zoning. 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. NOTICE: In addition to the requirements of this pennit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the planreview fee based on past permit activity levels. Should calculated charges exceed the documented. construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. signature of Owner/Agent Date ROL -44('4LLA11.) 2-014 Print Owner/Agent's Name Signature of Notary -state o Florida a°1 av a B c LORNASEYLER MY COMMISSION # EE 832851 EXPIRES:. October 20, 2016 OF r 4QO! Bonded Thru. Budget Notary Services Owner/Agent is v Personally Known to Me or- Produced r Produced IDT Type -of ID APPROVALS: ZONING: •--94V UTILITIES: Agent Date Print Contractor/Agent's Name 40,/ /V -'L/ Signat re of Notary- tate of Florida Date RAYNA W. KOESTRING MY COMMISSION tt FF 172369 EXPIRES: June 7, 2018 noe°~ BondedThruBudget Notary Services Contractor/Agent is t Personally Known to Me or Produced .11D Type of ID WASTE WATER: ENGINEERING: FIRE: BUILDING: !i— l_ -• /t/ COMMENTS: L;'!//!-+ vim L 9 o Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FBC) 731.135(5)(6) Florida Statutes. REV 07.14 Revision I2(/ City of Sanford Response to Comm is 11 Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # /,(- Z -?—C)3 Submittal Date % / /S Project Address: ( Z O S. Par E A v C Contact: C -DI t z -r r G -e, C C i— Ph: 3 Z f- c30 6- Sd'o 7 - Email: Email: -:: ®l-FJ,,.X cc Trades encompassed in revision: Building E Plumbing Electrical Mechanical Life Safety Waste Water Fax: D General description of revision: 10cwJ GC 5 i'e'^5 S ZG ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention 2""B u i I d i n grBuilding ACEIVEI3 NOV 02 2015 BY: Revisio City of Sanford Response Conntnenfs JUN 2 g 2015 Bu'ilding.& Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit it W' Z Z 03 Submittal Date OFFICE Project Address: Contact: Ph: 3 F . - 806 - Sc?o Email: Trades encompassed in revision: Building 0 Plumbing Electrical Mechanical Life Safety Waste Water Department A-6 ilities- T'Waste Water Planning Engineering Fire Prevention Fax: _q6 "7 — -`yS - Y6 '70 General description of revision: ROUTING INFORMATION Approvals Revisir - City of SanfordResponseboComments Buiidin .& Fire PreventionJUN2920159nion Drvesion Ph: 407.688.5150 Fax 407.688.5152 Email: building@sanfordfl.gov Permit #_ ' 7 Z o 3 Submittal Date _ (, ZR - 1 S Project Address: (Z D S , VO (L / J Contact: Ph 3 z 1.- too(, - S?o Z Email: 3Tg I u, ! , I Trades encompassed in revision: . Fax: Y6 70 General description of revision: BuiIding 0"Plumbing _I sa - r h , c Electrical Mechanical Life Safety Waste Water ROUTING INFORMATION Department Approvals D D A Utilities W.aste'VV.ater•... Planning Engineering Fire Prevention Building L -L is- Duncan, Hope From: Duncan, Hope Sent: Wednesday, July 01, 2015 6:20 AM To: Samuel Olmedo'; 'genevaconst@aol.com'; 'rob h @ i nsu ranceriskservices.com'; 'm1j75 @me.com'; 'gnpplumbing@hotmail.com' Cc: BLAKE, RICHARD Subject: RE: Permit 14-2203 for 120 S Park Ave Attachments: Sampling Manhole Drawing.pdf Good Afternoon: I picked up the plan revisions for this permit on Monday and thank you for revising to include all relevant information. Please be advised that the City has recently revisited the sample box requirements and the previous sample box is no longer valid. Please adjust the sample box to a sampling manhole with a bench and channel that receives flow from both the grease interceptor and the sanitary waste lines. See attached spec and ensure included on the plans. Please let me know if you have any questions. Thank you, Hope Duncan Hope Duncan Environmental Coordinator Utilities Department City of Sanford 300 N. Park Avenue Sanford, FL 32771-1244 407-688-5000 ext 5512 407-416-3367 cell 407-688-5096 fax Hone.Duncan )Sanfordfl.L7ov www.sanfordfl.gov From: Duncan, Hope Sent: Thursday, October 30, 2014 8:24 AM To: 'Samuel Olmedo'; 'genevaconst@aol.com'; 'robh@insuranceriskservices.com'; 'mlj75@me.com' Subject: RE: Permit 14-2203 for 120 S Park Ave Good Morning: I received some plan revisions for this permit yesterday. I noted that on page A04 that a 1500 gallon grease interceptor has been included but on page P01 a 1250 gallon interceptor is included. I used the information contained in the application and revised the sizing formula based on the newly added dishwasher to calculate the new required interceptor size to be 1214.063 gallons (see attached). Thus, a 1250 gallon interceptor is required as this is the minimum size allowed per Florida Plumbing Code. Please ensure that the plans are consistent and reflect the planned capacity of 1250 gallons on all relevant pages. Thank you, Hope Duncan Hope Duncan Environmental Coordinator Utilities Department City of Sanford 300 N. Park Avenue Sanford, FL 32771-1244 Revisio City of Sanford Response Comments JUN 2 9 2015 ! Building.& Fire Prevention Division Ph: 407.688.5150 Fax:. 407.688.5152 Email: buildina@sanfordflmov Permit ii _ ' 7 Z 03. Submittal Date _ (, Z Q ' Project Address: I Contact: Ph: 3 F S EU6 - Sj'o ? Email: ti '-,( o ", l , Trades encompassed in revision: . BuiIding dumbing Electrical Mechanical Life Safety Waste Water Department co Utilities ste Water Planning Engineering Fire Prevention Building Fax: _q,6) '7 r YS - Y6 l6) J General description of revision: Tsa1 cktc_ ROUTING FORMATION Approvals Za 7- 4 City of Sanford Building DivisionN Cc P.O. Box 1788 Sanford, Florida 32771 Phone: 407.688.5150 Fax: 407.688.5152 PLAN REVIEW COMMENT Date: September 10, 2014 Contact Person: Stephen Smith Contact Phone Number: Contact Fax Number: Contact E-mail Address: genevaconstruction@aol.com Building Permit Application Number: 14-2203 Project: Renovation Job Address: 120 S. Park Avenue ARCHITECTURAL 1. Roofing Permit required. 2. Submit two sets of Florida Product Approval or Miami Dade County Notice of Acceptance for all new exterior doors, windows and or store front systems. NOA for garage door is on plans. STRUCTURAL 1. Submit two sets of structural drawings for all new openings in exterior walls. 2. Sheet two sets of structural plans of canopies. MECHANICAL 1. Two sets of Energy Forms must be submitted. 2. Two sets of Manufactures Shop drawings for hood system and fire suppression system must be submitted for review. 3. Sheet A04. Submit manufactures specifications for BBQ Pit / smoker. Include Gas Riser Diagram. Not on plans. 4. No elevations, mounting details for Roof Top Units. DT r TT%,run.Tr 1. No gas riser diagram for BBQ Pit / smoker. ELECTRICAL 1. Sheet E03. Service Riser and Panel Legends conflict. 200 Amp Service feeding 400 Amp Panel. No subpanel feed conduit or wire sizes indicated from disconnect to Panel A. Please direct any questions you may have to Joy Deen at 407.688.5064 or fax to 407.688.5152. You may also contact me by e-mail at joy.deen@sanfordfl.gov. Respectfully, Joy Deen, Plans Examiner Deen, Joy From: Deen, Joy Sent: Wednesday, September 10, 2014 11:36 AM To: genevaconstruction@aol.com' Subject: 14-2203 Attachments: 14-2203.docx Peen,'Joy From: Deen, Joy Sent: Wednesday, September 10, 2014 8:50 AM To: Igenevaconstruction@aol.com' Subject: comment letter Attachments: comment letter.docx L_ .. zu AUG 2014 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: _ 4 - " ? Documented Construction Value: Job Address: 120 S Park Ave , Sanford, FI Historic District: Yes ® No Parcel ID: R.5'-) rl — 30 - 5A 6 - O 30t - O !00 Zoning: Description of Work: Interior & exterior Alterations for a new restaurant Plan Review Contact Person: Ste'? / 7-7Z Title://AyT Phone: Fax: y('7 -3J -J 9rTSE-mail: G'y 57 v'!ImO%_d/ Property Owner Information Name Rob Hawkins Phone: 407 221 9.199 Street: P.O. BOX 1389 Resident of property? City, State Zip: Sanford,Fl 32772 Name Geneva Construction, Inc Street: P.O.- Box 621858 City, State Zip: Oviedo, FI 32762 Name: Contractor Information Phone: 407 349 5904 Fax: 9d 7-311 c1 - F 999 State License No.: C)5C4y SSy F Architect/Engineer Information Samuel Olmedo, Architect Phone: 407 967 3109 Street: P.O.Box 784825 City, St, Zip: Winter Garden, FI 34787 Fax: E-mail: soarcht@yahoo.com Bonding Company: /V//It Mortgage Lender: A41A Address: Address: PERMIT INFORMATION Building Permit IRI Square Footage: 1,264 Construction Type: No. of Stories: No. of Dwelling Units: Flood Zone: Electrical 400A/1 PH New Service - No. of AMPS: Plumbing N ONE - New Construction - No. of Fixtures: TEN Mechanical ® (Duct layout required for new systems) Fire Sprinkler/Alarm No. of heads: Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FBC) 731.135(5)(6) Florida Statutes. RT --.V 07.14 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 standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be.done in compliance with all applicable laws regulating construction and zoning. 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. NOTICE: In addition to the requirements of this pen -nit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented, construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Signature of Owner/Agent t Date Print Owner/Agent's Name Signature of Notary -State o Florida Date Signature of ntractor/Agent Date S—recjo Print Contractor/Agent's Name J Signat re of Notary -Slate of Florida Date a°srp puB% LORNA SEYLER ti ar au RAYNA W. KOESTRING MY COMMISSION # EE 832861 MY COMMISSION 1 FF 122369 EX PIR ES:.0ctober 20, 2016 F EXPIRES: June 7, 2018 TFOFFcoP`O BoodedThruBudgetNotary Services, ',° BmkedThruBudget Notary Services Owner/Agent is Personally Known to Me or Contractor/Agent is /Personally Known to Me or Produced ID Typq-of ID -Produced. ID Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: WASTEWATER: FIRE: BUILDING: Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FBC) 731.135(5)(6) Florida Statutes. REV 07.14 Application No: __14,22L3 Job Address: 120 S Park Ave , Sanford, FI I _- _ . AUG 112014 CITY OF SANFORD BUI DING & FIRE PREVENTION PERMIT APPLICATION Documented Construction Value:$ dot aoG Historic District: Yes ® No Parcel ID: a 5') cl — 30' -03 OlOa Zoning: Description of Work: Interior & exterior Alterations for a new restaurant Plan Review Contact Person: Ste? 777-f Title: ,d X,->_ iy7T Phone: Fax: E-mail: Property Owner Information Name Rob Hawkins Street: P.O. BOX 1389 City, State Zip: Sanford, FI 32772 Name Geneva Construction, Inc Street: P.O. Box 621858 City, State Zip: Oviedo, FI 32762 Name; Street. Phone: 407 221 9199 Residentof property? Contractor Information WEE -525 Phone: 407 349 5904 Fax: y (2-7 —3 '1 c! _ 6 9,99 State License No.: C r3O y SS Y 8 Architect/Engineer Information Samuel Olmedo, Architect Phone: 407 967 3109 P.O.Box 784825 City, St, Zip: Winter Garden, FI 34787 Bonding Company: AVA Address: Building Permit 0 Square Footage: 1,264 No. of Dwelling Units: _ Electrical New Service — No. of AMPS: Fax: E-mail: soarcht@yahoo.com Mortgage Lender: A41A Address: PERMIT INFORMATION Construction Type: No. of Stories: ONE Flood Zone: Plumbing 40OA/1 PH New Construction - No. of Fixtures: TE Mechanical ® (Duct layout required for new systems) Fire Sprinkler/Alarm No. of heads: Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FBC) 731.135(5)(6) Florida Statutes. RFV 07.14 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 standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 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. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate thea. plan review fee based on past permit activity levels. Should calculated charges exceed the documented . construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Signature of Owner/Agent Date Signature of 6ntractor/Agent Date ROL -44L,4 L)- 6-0 2-0 14 !T6 A lc f —C., A Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State o Florida Date ' Signat re of Notary- tate of Florida Date Par roe n LORNA SEYLER MY COMMISSION # EE 832851 tXPIRES:.October 20, 2016 foe F gP` Oe Bonded Thru,BudgetNolary Services Owner/Agent is Personally Known to Me or . Produced IDT Type -of ID APPROVALS: ZONING: COMMENTS: UTILITIES: tsar P B4 RAYNA W. KOESTRING MY COMMISSION # FF 122369 EXPIRES: June 7,2018 N'+' of°a`° F Bonded ThruBudget Notary Service5 Contractor/Agent is 11Personally Known to Me or Produced ID Type of ID WASTE WATER: ENGINEERING: FIRE: 2' YBUILDING: Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FBC) 731.1 35(5)(6) Florida Statutes. REV 07.14 7AU V I CITY OF SANFORD BUI DING& FIRE PREVENTION PERMIT APPLICATION Application No:_ 1 j- Documented Construction Value: $ Job Address: 120 S Park Ave , Sanford, FI Historic District: Yes M No Parcel ID: R5-) of —30 -JA -6, - 030y - 67/676-' Zoning: Description of Work: Interior & exterior Alterations for a new restaurant Plan Review Contact Person: Sal / 7-H Title: ,,/ 14;:> v7T Phone: Fax: !(Z-7- —0 Sr3gE-mail: Property Owner Information Name Rob Hawkins Street: P.O. BOX 1389 Sanford,Fl 32772 City, State Zip: Name Geneva Construction, Inc Street: P.O. Box 621858 City, State Zip: Oviedo, FI 32762 Name: Phone: 407 221 9199 Resident of property? : Contractor Information Phone: 407 349 5904 Fax: y d 7-319 q - 6 9,30 State License No.: r13Co j SSK 8 Architect/Engineer Information Samuel Olmedo, Architect Phone: 407 967 3109 Street: P.O.Box 784825 City, St, Zip: Winter Garden, FI 34787 Bonding Company: IVIA Address: Building Permit DCI Square Footage: 1,264 No. of Dwelling Units: Fax: E-mail: soarcht@yahoo.com Mortgage Lender: 11/1A Address: PERMIT INFORMATION Construction Type: No. of Stories: ONE Flood Zone: Electrical ® 400A/1 PH Plumbing M TEN New Service - No. of AMPS: New Construction - No. of Fixtures: Mechanical ISI (Duct layout required for new systems) Fire Sprinkler/Alarm No. of heads: Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FBC) 731.135(5)(6) Florida Statutes. RRV 07.14 /A 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 standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be.done in compliance with all applicable laws regulating construction and zoning. 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. NOTICE: In addition to the requirements of this pennit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the. plan review fee based on past permit activity levels. Should calculated charges exceed the documented.. construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Signature of Owner/Agent Date Signature of ntnctor/Agent Date 14 Print Owner/Agent's Name Signature of Notary -State ok Florida Datc RY P"B LORNA SEYLER MY COMMISSION # EE 432851 EXPIRES:. October 20, 2016 0111 of F04) Bonded Thru Budget Notary Services Print Contractor/Agent's Name Signal re of Notary- tate of Florida Date Owner/Agent is v Personally Known to Me or, Contractor/Agent is Produced ID T Type -of Ip Produced ID APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: COMMENTS: t _— t"0.Y P(/p, RAYNA W. KOESTRING MY COMMISSION I FF 122369 EXPIRES: June 7, 2018 N', oa° c BondedihruBudgttNotary Services v Personally Known to Me or Type of ID WASTE WATER: BUILDING: Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FBC) 731.135(5)(6) Florida Statutes. REV 07.14 - — -- _ - --- -- -- - - Duncan, Hope From: Duncan, Hope Sent: Tuesday, August 12, 20141:30 PM To: genevaconst@aol.com'; 'soarcht@yahoo.com' Subject: Permit 14-2203 for 120 S Park Ave Attachments: Grease Interceptor drawing.pdf; GR02 GR02A--Food Related Est Application rev 3-11-14.docx Good Afternoon: I just reviewed the plans for the proposed restaurant at 120 S Park Ave in Sanford. On sheet P01, I see that the City standard for the sample box detail has been included but the detail for the grease interceptor originates from Old Castle. Please replace and/or add the City detail which is attached for your use. Additionally, please revise the plans to reflect that the sanitary line wyes into the sample box after the grease interceptor (which must also flow into the sample box). Refer to the City standard that is included on sheet P01 for clarification. The drawings indicate a 150OG grease interceptor is proposed; however, please be advised that the maximum allowable size is 1250G. Please complete and submit the attached application along with the $50 application fee so that the information can be used to determine the required interceptor size. The plans will need to be revised after that to reflect the appropriately sized interceptor. Please let me know if you have any question. Thank you, Hope Duncan Hope Duncan Environmental Coordinator Utilities Department City of Sanford 300 N. Park Avenue Sanford, FL 32771-1244 407-688-5000 ext 5512 407-416-3367 cell 407-688-5096 fax Hone.Duncannu,Sanfordflxov www.sanfordfl.gov DATE: /Z % BUSINESS/PROJECT NAME: ADDRESS:/ 20 S• YarK At,, CONTACT NAME: CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407-688-5052 FAX: 407-688-5051 PERMIT #: / Y- 2,W3 PHONE: PLAN REVIEW INFORMATION Construction Fire Alarm FirepEX/0 S rinkler Hood Tank Paint Booth 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES 42(NO TOTAL FEES: 5, 0,0 SCPA Parcel View: 25-19-30-5AG-0304-0100 Page 1 of 2 Property Record Card Parcel: 25-19-30-5AG-0304-0100 Owner: ROKA PROP INC Property Address: 120 PARK AVE SANFORD, FL 32771 Parcel: 25-19-30-5AG-0304-0100 Property Address: 120 PARK AVE Owner: ROKA PROP INC Mailing: 856 SILVER WOOD DR LAKE MARY, FL 32746 - Subdivision Name: SANFORD TOWN OF Tax District: S3-SANFORD-WATERFRONT REDVDST Exemptions: DOR Use Code: 11 -STORES GENERAL -ONE STORY U Value Summary Tax Amount without SOH: $1, 2013 Tax Bill Amount $1, Tax Estimator Save Our Homes Savings: Does NOT INCLUDE Non Ad Valorem Assessments Legal Description 2014 Working 2013 Certil Values Values Valuation Method Cost/Market Cost/Mark( Number of Buildings 1 1 Depreciated Bldg Value 32,014 33,614 Depreciated EXFT Value 4,088 4,088 Land Value (Market) 61,060 30530 Land Value Ag Just/Market Value 97,162 68,232 Taxes Portability Adj Save Our Homes Adj — 0 0 Amendment 1 Adj 22,107 0 Assessed Value ----T$7!5,6 68,232 Tax Amount without SOH: $1, 2013 Tax Bill Amount $1, Tax Estimator Save Our Homes Savings: Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LEG S 11.46 FT OF LOT 10 + ALL LOT 11 BLK 3 TR 4 TOWN OF SANFORD PB 1 PG 58 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 75,055 { 0 j $: Schools 97,162 0 City Sanford 75,055 0 C $; SJWM(Saint Johns Water Management) 75,055 0$: County Bonds 75,055 0 I Sales Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED 2/1/2014 108208 1 0192 145,000 a Yes Improved WARRANTY DEED 13/1/1998 03395 1211 I 77,200 Yes Improved WARRANTY DEED 6/1/1995 02936 1 1527 50,000 Yes Improved http://www.scpafl.org/ParcelDetailInfo.aspx?PID=2519305AGO3040100 8/11/2014 SCPA Parcel View: 25-19-30-5AG-0304-0100 Page 2 of 2 QUIT CLAIM DEED 3/1/1991 TRUSTEEDEED 11/1/1981 02278 j 1605 01364 1344 i $100 ! No 100 No j Improved TRUSTEE i Improved Find Comparable Sales within this Subdivision Land Method Frontage v T I Depth Units Units Price Land Value SQUARE FEET 1 0$( j _ $10.00 $E Building Information Year Built Description Actual/EffectiveStories Total SF Ext Wall Adj Value Repl Value Appendages i MASONRY 1 1 i PILASTER. 1938/1965 1 ( I CONCRETE BLOCK - 1,227 E STUCCO - MASONRY 32,014 ( $80,034 Description I_ OPEN PORCH i UNFINISHED UTILITY FINISHED Permits Permit # Type Agency Amount CO Date Permit Date 00322 Addition - Commercial Sanford 250 11/16/2011 Extra Features Description Year Built Units Value New Cost COMMERCIAL CONCRETE DR 4 IN 6/1/1965 4,798 4,088 $: http://www.scpafl.org/ParcelDetaillnfo.aspx?PID=2519305AGO3040100 8/11/2014 Samuel ®Imedo, Architect FL. REG. AR0015027 P.O. BOX 784825 Winter Garden, FL 34778 Telephone 407.967.3109 Email soarcht@yahoo.com August 18, 2014 Plans Review Revision Letter #1 Hope Duncan Environmental Coordinator Utilities Department City of Sanford READ PN - 14004 A3L-7A±A__` v tewe 4' CIese on 42-11)4 aVICI sigotCk O -S pRO tri 300 N. Park Avenue Sanford, FL 32771-1244 1( nor' Si-,b-i - -Nn evt S I urns Owner/Client: Mr. Robert Hawkins blll i rl C -` f 1 iQ bil t` 116 S Park Ave, Sanford Florida 32771 5 General Contractor: Stephen P. Smith/Geneva Construction, Inc.1Ni Stb Permit: Permit 14-2.203 _T ye-wew-e-6 -T,`yaU Project: 120 S Park Ave Sanford, Florida bu d1'Yl ( Ae. - cm t. i L41 ' CM f 'ZZC 3 S e Dear Ms. Hope Duncan, Zy1qjh1Cy)k,c[ ca -ea 6`- The following comments have been revised with triangle revision#1 and clouded area. whtc_) rY)0-4 mcp_ , e 0u2 int On sheet P01, I see that the City standard for the sample box detail has been included but the anc-lir detail for the grease interceptor originates from Old Castle. Please replace and/or add the City ne1 detail which is attached for your use. vz' 1 Response - see sheet P1 for revised tank showing the tank detail from the City of Sanford. Additionally, please revise the plans to reflect that the sanitary line wyes into the sample box after the grease interceptor (which must also flow into the sample box). Refer to the City standard that is included on sheet P01 for clarification. Response - see sheet P1 for revised plumbing plan and riser diagram showing the waste line and grease line separated, and having the waste line out -let connect between grease tank and test box. The drawings indicate a 1500G grease interceptor is proposed; however, please be advised that the maximum allowable size is 1250G. Response — see sheet P1 for revised note of a "Maximum 1250 gal grease tank or as per City of Sanford". Please complete and submit the attached application along with the $50 application fee so that the information can be used to determine the required interceptor size. Response — Attached is the application form & fee. Also—_Attached is -sheet A01 Existing Floor Plan -Demolitions. Included for your review are two, f ex_istingtbilet rooms having a water closet & lavatory in each room. Sincerely, Z-05 Samuel Olmedo, Architect l e_v s I s I (11pC x i v-) eAi S-OVYle( is no ai n , Ck UPcQCt e- ,Civ I e, -1 Application Tracking Step Selection By Revision. Application number: 14 00002203`- Address: 120 S PARK AVE oK Parcel Number: 26A§.30.5AO-0304-0100' Y;,ewl Application type: INTERIOR-& EXTERIOR REMODELING COMMERCIAL Old_CID: Tenant name, number: AUfi 8 1 Z9A 1 Samuel olmedo, Architect FL. REG. AR0015027 P.O. BOX 784825 Winter Garden, FL 34778 Telephone 407. 967. 3109 Email soarcht@yahoo.com October 22, 2014 Pons Review Revision Letter #2 r City of Sanford Building Division P.O. Box 1788 Sanford, FL 32771 Attn: Joy Deen Plans Examiner Owner/Client: Mr. Robert Hawkins 116 S Park Ave, Sanford Florida 32771 General Contractor: Stephen P. Smith/Geneva Construction, Inc. Permit: Permit 14-2203 Project: 120 S Park Ave Sanford, Florida Dear Joy Dee n, OCT 2g2014 PN - 14004 The following comments have been revised with triangle revision#2 and clouded area. PLAN REVIEW COMMENTS Arrhitor^tiirnl X'Roofing permit required. Response — Acknowledged, to be applied for by General Contractor. Submit two (2) sets of Florida Product approval or Miami Dade County Notice of Acceptence for all new exterior doors, windows, and or storefront systems. NOA for garage door is on plans. Response — See Cover sheet "C" for added "Florida Product Index" and respective NOA numbers are noted on Door & Window Schedules found on sheet A05. Cont. Structural 1. Submit two (2) sets of structural drawings for all new openings in exterior walls. Response — See Demolition Drawings for existing exterior wall conditions where portions of the exterior walls are to be removed: Sheet A01. Demolition Plan — Wall section cuts 3/A04 & 4/A03 has been located at areas of walls to be removed. On same sheet, of the Framing Plans the area of composite bond beams is notes on exterior walls with demolitions. Sheet A02. Exterior Building North and West Elevations denote same wall sections 3/A03 & 4/A04, and the portions of exterior wall to be removed. Sheet A03. Wall Section 3 composite bond beam is noted with portions of wall to be removed. Newly added Wall Section 4 also denotes the "Alley" exterior wall condition with portions of wall to be removed. Also - Sheet C. See Index for newly added sheets SO4 and S05. Sheet SO4 & 505. These sheets provide the reference wall sections showing the lintel supports at the new wall opening facing the ALLEY and for the over -head garage door facing 2nd Street. Submit two (2) sets of structural plans of canopies. Response — See sheet SO4 Wall Section 3 & canopy framing plans #1 & #2, same sheet. Mechanical Submit two (2) sets of Energy forms must be submitted. Response — See attached 8 %"x11" energy forms. 2. Submit two (2) sets of Manufacturer's shop drawings for hood and fire suppression system must be submitted for review. Response — See newly added sheet M3 and M4 for hood, ANSUL & schedule shop drawings. Also these two sheets are added to cover sheet Index to Drawings. 3. Sheet A4. Submit manufactures specifications for BBQ pit/smoker. Include Gas Riser Diagram. Not on plans. Response — See attached BBQ Pit/ Smoker specifications 8 %"x11" sheets. See revised sheet P02 for gas line and gas riser load and pipe size revision. U -o,4- /( Got /, a i Cont. Plumbing 1. No Gas Riser for BBQ Pit/Smoker. Response — See revised sheet P02 for gas line and gas riser load and pipe size revision. Electrical 1. Sheet E03. Service Riser and Panel Legends conflict. 200A Service feeding 400 Amp Panel. No Subpanel feed conduit or wire sizes indicated from disconnect to Panel A. Response — See revised sheet E03 for electrical riser revision. Note: A dish washer unit has been added into the kitchen equipment — see k44 on sheet A04. Also, all respective MPE sheets are revised for this item. Contact me with any questions. Sincerely, Samuel Olmedo, Architect RECF,xvEm, 3f i - Revision OCT 2 3 2014 City of Sanford Response to Comments Building & Fire Prevention Division gy; Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # J li Z Submittal Date f— Project Address: Contact: Ph: Fax: Email: 62klI S/%'7/c7 4% Cl? 0/1 Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water I(d Planning Engineering Fire Prevention 11 Building General description of revision: 4 vr 7 ,l'l • G 2'! 1 5 zX ROUTING INFORMATION Approvals lewk," Revision Response to Comments Permit # Project Address: l Contact: /eF At5 l REC IV.. OCT 2 3 2014 BY: ut t City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Ph: Fax: t Email: T P> S7i-71G-/—C Trades encompassed in revision: 0 Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities IT Waste Water Planning Engineering Fire Prevention 11 Building General description of revision: F(cl EAW/W ROUTING INFORMATION Approvals Revision , City of Sanford Response to Comments Building & Fire Prevention Division Ph 407.688.5150 Fax: 407.688.5152.. -..- PUG Email: building@sanfordfl.gov Permit # I L4 Project Address: Contact: Ph: Email: Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Submittal Date Fax: o D General description of revision: ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention Building Revision Response to Comments REC Iii OCT 23 2014 BY: Permit # % J Project Address: 12 • ,>?2 Contact: r I --C, City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordFl.gov Ph: `Tal Fax: Email:S7 r/C_ -/-CO C,1 0/, G ? Trades encompassed in revision: 0 Building N Plumbing PElectricalP Of Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention 11 Building General description of revision: S'l • G 1 E J S 1217- Sr ROUTING INFORMATION Approvals 0—,-. Fo 17, RevisionOCT 2 X014 City of Sanford Rdsponse to Comments Building & Fire Prevention Division y; Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov i Project Address: Z2 lbe-' C l P --AW (51W, 7Contact• . Ph: a2 CJ 7;1 l ` Fax: Email: %'Q1/I Sf%'(/C_7'9> CCO G N t •7 _ A I AVI IrmoD Trades encompassed in revision: General description of revision: Building bq Plumbing % J%!/ Electrical // 7 GIC Y l Q L Mechanical l7`/CY c U C 1'= lG S1 1 Life Safety C i Waste Water ROUTING INFORMATION Approvals Building _ 1-6 ion SD[ i y Department Utilities Waste Water Planning Engineering Fire Prevention Approvals Building _ 1-6 ion SD[ i y Duncan; Hope From: Duncan, Hope Sent: Thursday, October 30, 2014 8:24 AM To: Samuel Olmedo'; 'genevaconst@aol.com'; 'robh@insuranceriskservices.com'; 'mij75 @me.com' Subject: RE: Permit 14-2203 for 120 S Park Ave Attachments: sizing calculations 10-30-14.docx Good Morning: I received some plan revisions for this permit yesterday. I noted that on page A04 that a 1500 gallon grease interceptor has been included but on page P01 a 1250 gallon interceptor is included. I used the information contained in the application and revised the sizing formula based on the newly added dishwasher to calculate the new required interceptor size to be 1214.063 gallons (see attached). Thus, a 1250 gallon interceptor is required as this is the minimum size allowed per Florida Plumbing Code. Please ensure that the plans are consistent and reflect the planned capacity of 1250 gallons on all relevant pages. Thank you, Hope Duncan Hope Duncan Environmental Coordinator Utilities Department City of Sanford 300 N. Park Avenue Sanford, FL 32771-1244 407-688-5000 ext 5512 407-416-3367 cell 407-688-5096 fax Hoae.Duncanna.Sanfordfl.gov www.sanfordfl.gov From: Samuel Olmedo [mailto:soarcht(ftahoo.coml Sent: Thursday, August 21, 2014 3:54 PM To: Duncan, Hope; 'genevaconst@aol.com'; robh@insuranceriskservices.com; mlj_75@me.com Subject: Re: Permit 14-2203 for 120 S Park Ave Ms. Duncan, Thank you for your revisions review and information. I will follow up with building plans review department. Sincerely, Samuel Olmedo FL. REG. Architect AR0015027 Tel 407.967.3109 Dalton, Christine From: Dalton, Christine Sent: Tuesday, October 28, 2014 2:03 PM To: 'Rob Hawkins (robh@insuranceriskservices.com)' Cc: 'GenevaConst@aol.com' Subject: RE: Building Permit Drawings - City Comments Importance: High Rob, The permit drawings were forwarded to me but I don't see anywhere that my comments below were addressed (please see the items highlighted in yellow). I recommend that you submit the required CofA applications as requested below asap. If I receive the information and attachments by November 6'h I can place this item on the HPB agenda for November 19`h. The shade structures were never approved by HPB nor was a roof sign and dumpster enclosure. The CofA applications must include the design for each of these items. I can work with you administratively for the window and architectural lighting CofA, but the other items must be presented to the board. Please give me a call if you have any questions. I'll be traveling tomorrow through Sunday but you can reach me on my cell anytime, 407.719.1761. Thanks, Christine Dalton, AICP Historic Preservation Officer Community Planner City of Sanford 300 N. Park Avenue Sanford, FL 32771 Phone: 407.688.5145 Fax: 407.688.5141 christine.dalton(d)sanfordfl.00v www.sanfordfl.gov From: Dalton, Christine Sent: Thursday, August 28, 2014 11:24 AM To: Rob Hawkins (robh(&insuranceriskservices.com) Cc: GenevaConst@aol.com Subject: Building Permit Drawings - City Comments E.. Below are some comments regarding the building permit drawings that are under review by the City: Landscaping: in 9: 1. PT1: This is a very large palm for the area proposed. These'are the same palms that are used in Veteran's Memorial Park. You may want to drive by there and look at their size. 2. CM1: Need to specify if using multi or single trunk. Since the height specified has a 6' range it is probably multi trunk in which cakes it should specify the number of trunks (ex. 3-5). 3. SP: Saw palmetto may not be a wise choice adjacent to walking paths. The stems have sharp teeth that may cut pedestrian; the plant has a serrated edge. 4. There are some spelling errors on plant types. These should be corrected so the contractor has no confusion when purchasing the plants. 5. Plant sizes should be refined to reflect larger, more established plants. Christine Dalton, AICP Historic Preservation Officer Community Planner City of Sanford 300 N. Park Avenue Sanford, FL 32771 Phone: 407.688.5145 Fax: 407.688.5141 christine.dalton(aD_sanfordfl.gov www.sanfordfl.gov 7 P E RMeT # OlOct PRUJECT SUMMARY Short Desc: renovation Description: restaurant Owner: Robert Hawkins Addressl: 120 s park avenue City: sanford Address2: State: fla Zip: 0 Type: Dining: Bar Lounge/Leisure Class: Renovation to existing building Jurisdiction: SANFORD, SEMINOLE COUNTY, FL (691500) Conditioned Area: 1283 SF Conditioned & UnConditioned Area: 1283 SF No of Stories: I Area entered from Plans 1284 SF Permit No: 0 Max Tonnage 0 If different, write in: EnergyGauge Summit® Fla/Com-2010. Section 506.4 Compliant Software. Effective Date: March 15, 2012 10/13/2014 Page 1 of 7 ce Component RENOVATED ENVELOPE PRESCRIPTIVE LIGHTING POWER LIGHTING CONTROLS EXTERNAL LIGHTING HVAC SYSTEM PLANT WATER HEATING SYSTEMS PIPING SYSTEMS Metall required compliance from Check List? Design Criteria Result PASSES 1,717.0 1,796.3 PASSES PASSES None Entered PASSES None Entered PASSES PASSES Yes/No/NA IMPORTANT MESSAGE Info 5009 -- -- -- An input report of this design building must be submitted along with this Compliance Report EnetgyGauge Summit® Fla/Com-2010. Section 506.4 Compliant Software. Effective Date: March 15, 2012 10/13/2014 Page 2 of 7 CERTIFICATIONS I hereby certify'that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code Prepared By: samuel lmedo Building Official: Date: 10.1-14 Date: I certify that this building is in compliance with the FLorida Energy Efficiency Code Owner Agent: Date: I If Required by Florida law, I hereby certify (*) that the system design is in compliance with the Florida Efficiency Code Architect: samuel olmedo Reg No: ar0011 I Electrical Designer: Reg No: ___Z Lighting Designer: Reg No:, Mechanical Designer: Reg No: Plumbing Designer: Reg No: Signature is required where Florida Law requires design to be performed by registered design professionals. Project: renovation Title: restaurant Type:_ Dining: Bar Lounge/Leisure WEA File: FL_ORLANDO_SANFORD_AIRPORT.tm3) Prescriptive Envelope Compliance Item Zone Description Design Criteria Meet Req. Glass PrOZol Percent glass Max allowed .000 50.000 Yes Skylights PrOZoI Percent Skvlight Max allowed .000 5.000 Yes Meets Shell Envelope Requirements -- PASSES EnergyGauge Summit® Fla/Com-2010. Section 506.4 Compliant Software. Effective Date: March 15, 2012 10/13/2014 Page 3 of 7 EnergyGauge Summit® Fla/Com-2010. Section 506.4 Compliant Software. Effective Date: March 15, 2012 10/13/2014 Page 4 of 7 External Lighting Compliance Description Category Tradable? Allowance Area or Length ELPA CLP W/Unit) or No. of Units W) (W) Sgft or ft) None Project: renovation Title: restaurant Type: Dining: Bar Lounge/Leisure WEA File: FL ORLANDO SANFORD AIRPORT.tm3) Lighting Power Compliance Space Ashrae Description Area Height No. of Design Effective Allowance ID (sq.ft) (ft) Spaces W) W) (W) PrOZoI Sp1 8 Food Service - Leisure 853 10.0 1 1108 772 1,194 Dining PrOZoISp2 8 Food Service - Leisure 107 10.0 1 145 145 149 Dining PrO7-o1Sp3 8 Food Service - Leisure 324 10.0 1 800 800 454 Dining Design 2053 (W) PASSES Effective: 1717 (W) Allowance: 1796.34 (W) Passing requires Design to be at most 100% of Criteria Project: renovation Title: restaurant Type: Dining: Bar Lounge/Leisure WEA File: FL ORLANDO SANTORD AIRPORT.tm3) Lighting Controls Compliance Acronym Ashrae Description Area Design Nlin Compli- ID (sq -ft) CP CP ance PrOZo1Sp1. 8 Food Service - Leisure Dining 853 2 1 PASSES PrOZo1Sp2 8 Food Service - Leisure Dining 107 1 1 PASSES PrOZo1Sp3 8 Food Service - Leisure Dining 324 3 1 PASSES PASSES EnergyGauge Summit® Fla/Com-2010. Section 506.4 Compliant Software. Effective Date: March 15, 2012 10/13/2014 Page 4 of 7 Project: renovation Title: restaurant Type: Dining: Bar Lounge/Leisure WEA File: FL ORLANDO SANFORD AIRPORT.tm3) System Report Compliance PrOSyl System 1 Constant Volume Air Cooled No. of Units Split System < 65000 Btu/hr I Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Conditioners Air Cooled 13.00 12.23 8.00 PASSES Split System < 65000 Btu/h Cooling Capacity Heating System Heat Pumps Air Cooled 7.70 7.70 PASSES Heating Mode) Split System 65000 Btu/h Cooling Capacity Air Handling Air Handler (Supply) - 0.80 0.82 PASSES System -Supply Constant Volume PrOSy2 System 2 Constant Volume Air Cooled No. of Units Split System < 65000 Btu/hr I Component Category Capacity Design Eff Design 1PLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Conditioners Air Cooled 13.00 12.23 8.00 PASSES Split System < 65000 Btu/h Cooling Capacity Heating System Heat Pumps Air Cooled 7.70 7.70 PASSES Heating Mode) Split System 65000 Btu/h Cooling Capacity Air Handling Air Handler (Supply) - 0.80 0.82 PASSES System -Supply Constant Volume PASSES Plant Compliance Description Installed Size Design Min Design Min Category Comp No Eff Eff IPLV IPLV liance None EnergyGauge Summit® Fla/Com-2010. Section 506.4 Compliant Software. Effective Date: March 15, 2012 10/13/2014 Page 5 of 7 Project: renovation Title: restaurant Type: Dining: Bar Lounge/Leisure WEA File: FL ORLANDO SANFORD AIRPORT.tm3) Water Heater Compliance DDesign Min Description Type Category Eff Eff Design Max Comp Loss Loss liance Water Heater 1 Electric water heater <= 12 [kW] 0.94 0.93 PASSES PASSES Project: renovation Title: restaurant Type: Dining: Bar Lounge/Leisure WEA File: FL ORLANDO SANFORD AIRPORT.tm3) Piping System Compliance Category Pipe Dia Is Operating Ins Cond inches] Runout? Temp [Btu-in/hr F] SF.F] Ins Req Ins Compliance Thick [in] Thick [in] Domestic and Service Hot Water 0.25 False 105.00 0.28 Systems 1.50 0.50 PASSES PASSES EnergyGauge Summit® Fla/Com-2010. Section 506.4 Compliant Software. Effective Date: March 15, 2012 10/13/2014 Page 6 of 7 Project: renovation Title: restaurant Type: Dining: Bar Lounge/Leisure WEA File: FL_ORLANDO_SANFORD_AIRPORT.tm3) Other Required Compliance Category Section Requirement (write N/A in box if not applicable) Check Report 506.4.2 Input Report Print -Out from EnergyGauge F1aCom attached 11-71 Operations Manual 303.3.1, Operations manual provided to owner rM 503.2.9.3, 505.7.4.2 Windows & Doors 502.3.2 Glazed swinging entrance & revolving doors: max. 1.0 cfm/ftz; all other products: 0.3 cfm/ftz Joints/Cracks 502.3.3 To be caulked, gasketed, weather-stripped or otherwise sealed Dropped Ceiling Cavity 502.3 Vented: seal & insulated ceiling. Unvented seal & insulate roof & side walls HVAC Efficiency 503.2.3 Minimum efficiencies: Tables 503.2.3(1)-(8) HVAC Controls 503.2.4 Zone controls prevent reheat (exceptions); separate thermostatic control per zone; Ventilation 503.2.5 Outdoor air supply & exhaust ducts shall have dampers that automatically shut when systems or spaces served are not in use. Exhaust air energy recovery required for cooling systems Exceptions). ADS 503.2.7.5 Duct sizing and Design have been performed HVAC Ducts 503.2.7 Air ducts, fittings, mechanical equipment & plenum chambers shall be mechanically attached, sealed, insulated & installed per Table 503.2.7.2. Fan power limitations. Balancing 503.2.9.1 HVAC distribution system(s) tested & balanced. Report in El construction documents. Piping Insulation 503.2.8 HAC and service hot water. In accordance with Table 503.2.8. Water Heaters 504 Performance requirements in accordance with Table 504.2. Heat FI trap required. Swimming Pools 504.7 Vapor -retardant or liquid cover or other means proven to reduce F heat loss on heated pools; Time switch (exceptions); readily accessible on/off switch. Motors 505.7.5 Motor efficiency criteria have been met Lighting Controls 505.2, 502.3 Automatic control required for interior lighting in buildings >5,000 s.f; Space control; Exterior photo sensor; Tandom wiring with 1 or 3 linear fluorescent lamps>30W EnergyGauge Summit@ Fla/Com-2010. Section 506.4 Compliant Software. Effective Date: March 15, 2012 10/13/2014 Page 7 of 7 EnergyGauge Summit® v4.10 INPUT DATA REPORT Zones No Acronym Description Type Area Proiect Information Total Area Project Name: renovation Orientation: South Project Title: restaurant Building Type: Dining: Bar Lounge/Leisure Address: 120 s park avenue Building Classification: Renovation to existing building Spaces No.of Stories: l State: fla Total Area Total Volume Zip: 0 GrossArea: 1283 SF Owner: Robert Hawkins Zones No Acronym Description Type Area Multiplier Total Area sIl lsfl 1 PrOZoI Zone CONDITIONED 1283.1 F 1283.1 Spaces No Acronym Description Type Depth Width Height Multi Total Area Total Volume IN IN [ftl plier sfl cfl' 10/13/2014 EnergyGauge Suinmitg v410 1 In Zone: PrOZol General Lighting 8 75 1 . PrOZolSpl Zo0Sp1 Food Service - Leisure 29.00 29.40 10.00 1 852.6 8526.0 General Lighting 2 Dining 172 2 PCOZOI Sp2 ZoOSp2 Food Service - Leisure 7.10 15.00 10.00 1 106.5 1065.0 8 42 Dining Manual On/Off 3 PrOZoISp3 ZoOSp3 Food Service - Leisure 18.00 18.00 10.00 1 324.0 3240.0 Dining No Type Category In Zone: PrOZol In Space: PrOZo1Spl Lighting No. of Watts per Power Control Type No.of Luminaires Luminaire IWI Ctrl pts I Compact Fluorescent General Lighting 8 75 600 Manual On/Off 1 2 Compact Fluorescent General Lighting 2 86 172 Manual On/Off 1 E 3 Compact Fluorescent Display/Accent Lighting 8 42 336 Manual On/Off 1 El In Space: Pr0Zo1Sp2 I Compact Fluorescent General Lighting 5 29 145 Manual On/Off I El In Space: PrOZolSp3 1 Compact Fluorescent General Lighting 1 35 35 Manual On/Off 1 2 Compact Fluorescent General Lighting 17 45 765 Manual On/Off 2 No Description In Zone: Walls Type Width H (Effee) Multi Area Direction Conductance Heat Dens. R -Value Iftl Iftl plier Is11 [Btu/hr. sf. F] Capacity lib/cfl Ih.sf.F/Btul Btu/sf.Fl 10/13/2014 EnergyGauge Summit® v4.10 2 Windows No Description Type Shaded U SI4GC Vis.Tra W H (Effec) Multi Total Area R -Value Btu/hr sf FJ IN [ft] plier sl1 h.sf.F/Btu) In Zone: In Wall: El Skylights Doors W H (Effec) Multiplier Area Total Area No Description Type Shaded? Width H (Effec) Multi Area Cond. Dens. Heat Cap. R -Value Sf] IN [ft] plier [sf[ [Btu/hr. sf. F] Ib/ctj Btu/sf. F] [h.sf.F/Btu] In Zone: In Wall: El Roofs No Description Type Width H (Effec) Multi Area Tilt Cond. Heat Cap Dens. R -Value ft] IN plier [sq deg] Btu/hr. SE F[ [Btu/sf. F] Ib/cf] h.sf.F/Btu) In 'Zone: El Skylights No Description Type U SHGC Vis.Trans W H (Effec) Multiplier Area Total Area Btu/hr sf F[ IN IN Sf] Sf] In Zone: In Roof: I El 10/13/2014 EnergyGauge Summit© v4.10 Floors No Description Type Width H (Effec) Multi Area Cond. Heat Cap. Dens. R -Value IN IN plier Isf] [Btu/hr. sf. F] [Btu/sf. F] Ilb/cf] [h.sf.F/Btu] In Zone: 10/13/2014 EnergyGauge Summit© v4.10 Systems PrOSyl System 1 Constant Volume Air Cooled Split System < 65000 Btu/hr No. Of Units 1 Component Category Capacity Efficiency IPLV 1 2 3 Cooling System Heating System Air Handling System -Supply 36.00 13.00 8.00 36.00 7.70 1200.00 0.80 PrOSy2 System 2 Constant Volume Air Cooled Split System < 65000 Btu/hr No. Of Units 1 Component Category Capacity Efficiency IPLV I 2 3 Cooling System Heating System Air Handling System -Supply 46.00 13.00 8.00 46.00 7.70 1600.00 0.80 Plant Equipment Category Size Inst.No Eff. IPLV El 10/13/2014 EnergyGauge Summit© v4.10 Water Heaters W -Heater Description Capacity Cap.Unit I/P Rt. Efficiency Loss I Electric water heater 30 [Gal] [kW] 0.9400 [Ef] [Btu/li] Ext -Lighting Description Category No. of Watts per Luminaires Luminaire Arca/Len/No. of units Isf/ft/No] Control Type Wattage W] El Piping No Type Operating Insulation Temperature Conductivity F] I Btu-in/h.sf.F] Nomonal pipe Diameter lin] Insulation Is Runout? Thickness in] 1 Domestic and Service I-Iot Water Systems 105.00 0.28 0.25 1.50 No Fenestration Used Glass Name Glass Type No. of SHGC VLT Conductance Panes ] Btu/h.sf.F] 10/13/2014 EnergyGauge Summit© v4.10 5 Materials Used Mat No Acronym Description Only R -Value RValue Thickness Used Ih.sLF/Btul IN Conductivity Btu/h.ft.Fl Density Iib/cfl Speci6cHeat Btu/lb.Fl Constructs Used Simple Massless Conductance No Name Construct Construct [Btu/h.sLFI Heat Capacity Btu/sf.Fl Density Iib/cq RValue Ih.sLF/Btul Layer Material Material Thickness No. IN Framing Factor 10/13/2014 EnergyGauge Summit® v4.10 IT A--2zn Md/1 MI•DADE OWCE MIAMI-DADE COUNTY 9 PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www. mitt midnde.govh)era/ BP Glass Garage Doors & Entry Systems, Inc. 9412 Gidley Street Temple City, CA 91780 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Models BP-350/BP-450 IID Aluminum and Glass Sectional Garage Door APPROVAL DOCUMENT: Drawing No. BPC003, titled "Glass Garage Door" sheets 1 through 6 of 6, dated 06/01/09, with revision A dated 12/20/2011, prepared by Building Drops, signed and sealed by Alexis Spyrou, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 10-0802.02 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 12-0124.03 Expiration Date: January 13, 2016 Approval Date: March 22, 2012 a3 to p12 Page 1 BP Glass Garage Doors & Entry Systems, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. BPC003, titled "Glass Garage Door" sheets 1 through 6 of 6, dated 06/01/2009, with revision A dated 12/20/2011, prepared by Building Drops, signed and sealed by Alexis Spyrou, P.E. B. TESTS "Submitted under NOA # 10-0802.02" 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with installation diagram on three Series/Model BP -350/ BP -450 HD Hurricane Line, glazed sectional garage doors, prepared by Architectural Testing, Inc, Test Report No. 97392.03-301-18, dated 06/04/2010, with Revision 2 dated 11/03/2010, signed and sealed by Joseph A. Reed, P.E. C. CALCULATIONS 1. Product evaluation report, complying with FBC-2007 and 2010, prepared by Building Drops, dated 01/13/2012, signed and sealed by Alexis Spyrou, P.E. Submitted under NDA # 10-0802.02" 2. Product evaluation report, complying with FBC-2007, prepared by CertWorks, LLC, dated 07/22/2010, signed and sealed by Kristina S. Daugherty, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to FBC 2007 and 2010 and no financial interest, issued by Building Drops, dated 01/13/2012, signed and sealed by Alexis Spyrou, P.E. Submitted under NOA # 10-0802.02" 2. Laboratory compliance letter for Test Report No. 97392.03-301-18, issued by Architectural Testing, Inc., dated 06/07/2010, signed and sealed by Joseph A. Reed, P.E. o Carlos hi. Utrera, P.E. Product Control Examiner NOA No. 12-0124.03 Expiration Date: January 13, 2016 Approval Date: March 22, 2012 E-1 INSTALLATION NOTES: 1. ONE III INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED ISTHE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF t1/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL U. E., WITHOUT CONSIDERATION OF TOLERANCES(. TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. SH IM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARINGSHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE I/4 INCH. SHIM WHERE SPACE Of 1/16 INCH OR GREATER OCCURS. SHI MIS) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 5. FOR INSTALLATION INTO WOOD FRAMING USE 3/8 INCH LAG SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 31NCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 6. FOR INSTALLATION DIRECTLY INTO CONCRETF/MASONRY, USE 3/8 INCH DIAMETER CONCRETE FASTENERS OF SUFFICIENT LENGTH TO ACHIEVE 21/2INCH MINIMUM EMBEDMENT. 7. FOR INSTALLATION THROUGH STEEL STUD, USE 3/9 INCH DIAMETER STEEL BOLTS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF THREE (3) THREADS OF PENETRATION BEYOND STEELSTRUCTURE. B. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED 70 STUCCO, FOAM, BRICK VENEER, AND SIDING. 9. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. lO.FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 11 -INSTALLATION ANCHORS SMALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 12.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PR PERTIES: A. WOOD- MINIMU M SPECIFIC GRAVITY OF 0 5S. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 2700 P51. C. MASONRY -STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1(OB GREATER). D. STEEL- MINIMUM YIELD STRENGTH OF 33 KSI, MINIMUM WALL THICKNESS OF 118 MILS (Il GAUGE) SP -GLASS GARAGE DOORS & ENTRY SYSTEMS, INC. BP -350/450 HD HURRICANE LINE GLASS GARAGE DOOR GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFARURED TO COMPLY WITH THE 2007 & 2010 FLORIDA BUILDING CODE (FBQ, INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: TA 201.94 TAS 202-94 TAS 203-94 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 4X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 14X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBIUTY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 5. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. DOOR FRAME MATERIAL: ALUMINUM 6005 -TS 7. IN ACCORDANCE WITH THE 2007 & 2010 FOC SEC. 2003.8.4 DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED AS DEFINED IN SEC 2003.8.4.2. B. GLASS MEETS THE REQUIREMENTS OF ASTM E-1300-04 GLASS CHARTS. SEE SHEET 3 FOR GLAZING DETAIL. 9. EPDMGLAZING GASKET HAS BEEN TESTED IN ACCORDANCE WITH FBC 2411.3A. TABLE OF CONTENTS REVISION SHEET DESCRIPTION A INSTALLATION A GENERAL NOTES MISSILE IMPACT 0.ATED A ELEVATION, ANCHOR LAYOUT, A DETAILSrAVERTICAL. HORIZONTAL SECTIONS A GLAZING DETAILS A HORIZONTAL SECTIONS A BILL OF MATERIALS & COMPONENTS A COMPONENTS DESIGN PRESSURE RATING DESIGN PRESSURE - ALL SIZES ISSILE IMPACT RATIN SMALL AND LARGE 68.0 /-68.0 PSF" MISSILE IMPACT 0.ATED REMOVABLE REINFORCEMENT REQUIRED JOT RATED FOR WATER) FR0tXt)Cf REVISED 4m C dFMh164FFRtNi A uwl,3 mussFARAFe 000Bs4FNtm 4FixY4[gEY 6TNFET TERRP CIiY. <R 9VF0 OF lover INSTALLATION ANCHOR ANCHORS 24.00' O.C. DISTANCE MAX. 9.00 O 1/4" 20 BOLTS BOTTOM I1 BP ALUMINUM BRACE REMOVABLE REINFORCEMENT PERMANENTLY ATTACHED NEAR DOOR OPENING USING 1/8" THICK AIRCRAFT CABLE) REFER TO MANUFACTURER'S INSTALLATION MANUAL FOR STEP BY STEP INSTRUCTION DETAILS ANCHOR LAYOUT DETAIL 1 ATTRALK E D ETS BY OTHERS A3 EQ. EQ. EQ, J EQ. 54.W MAX. (TYP) 54.00" MAX (TYP) 54.00" MAX, (TYP) 54.00" MAX. (TVP) 1/8" AIRCRAFT CABLE - ATTACH ONE END TO ITEM 23 AND THE OTHER END TO THE NEAREST SUBSTRATE. DETAIL 2 DETAIL 3 INTERIOR ELEVATION DETAIL DETAIL m 0 m ® O urxaas 4.vce eoona nr r re s,vxwizsxa.ei sanee. iuw.ean.u.0nb(Re)w-me tx lexela aaam v A O m DETAIL 6 13 DETAIL 7 13 E R P- h1323 noir_ is• OF O.A. DOOR HEIGHT 18 2f 22 n .a 3 VERTICAL SECTION BOTTOM RAIL 3.0" MIN. 2 2 SCREW IN FINGER TIGHT AND KEEP IN PLACE EMBEDMENT ITEM 21 - THROUGH BOLT WITH WING 24 16 14 15 1/. ITEM 14 AND 16 ARE ADJUSTED NUT (SCREW IN FINGER TIGHT AND KEEP WHEN USE TO KEEP HOLES FREE FROM DIRT AND DEBRIS) 3 ANCHORS PER TOP PAOWC4 BEYL9® BRACKET REQUIRED INSTALLMENT, THEN REMAIN BRACKETS WHEN REMOVABLE I m Pla11 4 PERMANENTLY ATTACHED TO REINFORCEMENT IS NOT IN USE ) 15/8" MIN. n °EMBEDMENT 21 21 122611 22 ITEM 13 THEREAFTER HORIZONTAL SECTION 20 e.x,cE 21 3 21 9txM 5 O 140 000000 nc cuel.ex.me a:exemnsx:o 000000 O 0 O.A. DOOR 18 HELGHT 25 21 I1 3 I 2 2 3 p a REFER TO MANUFACTURER'S INSTALLATION MANUAL FOR STEP VERTICAL SECTION 3 TOP RAIL O.A. DOOR HEIGHT 18 2f 22 n .a 3 VERTICAL SECTION BOTTOM RAIL 5/16" O.A. LAMINATED GLASS iC1 VERTICAL SECTION CONSISTING OF: 3 INTERMEDIATE RAIL t/8" AIRCRAFT CABLE- 1/8" ANNEALED GLASS ATTACH ONE END TO ITEM 0.100" PVB INTERLAYER— 1/8" ALUMINUM PANEL 21 AND THE OTHER END TO 3/32" ANNEALED GLASS THE NEAREST SUBSTRATE. — GLAZING GASKET GLAZING GASKET MINIMUM MINIMUM DUROMETER=70 / DUROMETERc 70 2 i ) 2 I ( 1 1/4" MIN. 1/4" MIN. GLASS BITE 3 PANEL BITE 3 0 GLAZING DETAIL PANEL DETAIL 3 ANCHORS PER BOTTOM BRACKET REQUIRED 2 2 SCREW IN FINGER TIGHT AND KEEP IN PLACE ITEM 21 - THROUGH BOLT WITH WING REMOVABLE REINFORCEMENT I5 NOT IN ITEM 14 AND 16 ARE ADJUSTED NUT (SCREW IN FINGER TIGHT AND KEEP WHEN USE TO KEEP HOLES FREE FROM DIRT AND DEBRIS) IN PLACE DURING FIRST ATTACHED TO ITEM 12 DEFLECTION PAOWC4 BEYL9® INSTALLMENT, THEN REMAIN BRACKETS WHEN REMOVABLE I m Pla11 PERMANENTLY ATTACHED TO REINFORCEMENT IS NOT IN USE ) 15/8" MIN. n °EMBEDMENT 21 21 122611 uawss ITEM 13 THEREAFTER HORIZONTAL SECTION 20 e.x,cE 000nsee+im 3 w i ex1eci.ei'smeer iE.xN.E C1TY,Ce 9txM 5 O 140 000000 nc cuel.ex.me a:exemnsx:o m 6 I 2 3 p a REFER TO MANUFACTURER'S INSTALLATION MANUAL FOR STEP I IAli H a m Z im BY STEP INSTRUCTION DETAILS ON REMOVABLE REINFORCEMENT 5/16" O.A. LAMINATED GLASS iC1 VERTICAL SECTION CONSISTING OF: 3 INTERMEDIATE RAIL t/8" AIRCRAFT CABLE- 1/8" ANNEALED GLASS ATTACH ONE END TO ITEM 0.100" PVB INTERLAYER— 1/8" ALUMINUM PANEL 21 AND THE OTHER END TO 3/32" ANNEALED GLASS THE NEAREST SUBSTRATE. — GLAZING GASKET GLAZING GASKET MINIMUM MINIMUM DUROMETER=70 / DUROMETERc 70 2 i ) 2 I ( 1 1/4" MIN. 1/4" MIN. GLASS BITE 3 PANEL BITE 3 0 GLAZING DETAIL PANEL DETAIL 3 ANCHORS PER BOTTOM BRACKET REQUIRED 2 2 SCREW IN FINGER TIGHT AND KEEP IN PLACE REMOVABLE REINFORCEMENT I5 NOT INWHEN USE TO KEEP HOLES FREE FROM DIRT AND DEBRIS) PAOWC4 BEYL9® m Pla11 15/8" MIN. n °EMBEDMENT Ipy`iMOe Me fj,3 mf19'l(1L{ 3 7 HORIZONTAL SECTION 20 3 VERTICAL MULLION 7$X'77-- OPTIONAL 26 8 LOAD BEARING SHIM UP TO 1/4" ORv1X/2X WOOD/STEEL 26 FRAMING BY OTHERS WHEN USED WITHy:jj DRYWALL 4 HORIZONTAL SECTION JAMBS - DRYWALL OVER CONCRETE ANGLE MOUNTED 3" TRACK 8.00" MIN. JAMB — CLEARANCE 2" TRACK 6.00" MIN. JAMB CLEARANCE 3" TRACK 3" TRACK 8.00" MIN. JAMB 8.00" MIN. JAMB CLEARANCE 2" TRACK 8.00' MIN. SAME 6.00" MIN. JAMB 2" TRACK CLEARANCE 3 1/2" MIN d I EDGE CONCRETE DISTANCE BY OTHERS 3/8' Or HILTI A T;' LAG SCRE l 3"W KWIK BOLT3 JII 4° EXPANSION, 2 1/2" MIN ANCHOR EMBEDMENT CLEARANCE MIN i;a:,ei.f.'. MASONRY OPTIONAL 26 8 LOAD BEARING SHIM UP TO 1/4" ORv1X/2X WOOD/STEEL 26 FRAMING BY OTHERS WHEN USED WITHy:jj DRYWALL 4 HORIZONTAL SECTION JAMBS - DRYWALL OVER CONCRETE ANGLE MOUNTED 3" TRACK 8.00" MIN. JAMB — CLEARANCE 2" TRACK 6.00" MIN. JAMB CLEARANCE MIN. 1/4" X 1-1/4" FILLET( LOAD BEARING 26 4d WELD REQUIRED AT v SHIM UP TO 1/4' OR 1X/2X B: EACH SLOTTED ANCHOR WOOD STEEL FRAMING BY OTHERS LOCATION 26 /WHEN USED WITH DRYWALL ON TRACK ANGLEl'Yt 7 Z" c 9" FROM BOTTOM, ; Q 3/8" STEEL SCREW 24„ O C) 2 (DRILL ANDTAP 8/16" 26 2 DIA.MIN.,T.) RYPODLIOEY vuw P29910N B.rww,a mZ ORIZONTAL SECTION HORIZONTAL SECTION ow q JAMBS - STEEL q JAMBS -STEEL W/ DRYWALL BPC003 REVERSE ANGLE MOUNTED ANGLE MOUNTED SHEET: 4 OF 6 3" TRACK 8.00" MIN. JAMB 3" TRACK CLEARANCE 8.00' MIN. SAME 2" TRACK CLEARANCE I 600 MIN JAMB 2" TRACK CLEARANCE LAG SCRE l 3"W 6.00" MIN. JAMB JII t '. w -nesse a eennw WITH MIN. W,."`;;`le EMBED. CLEARANCE MIN i;a:,ei.f.'. MASONRY s reM .suc. ariiea3/4" MIN EDGE2" Y" FILLED WITH esineary EDGE DISTANCE e ,...,<: GROUT te:et.«-ms 6H)— - DISTANCE' DISTANCE 7-.!('r.•.:e e.':, 3/B"DIA. HILTI n 3" MIN 4K WOODBUCKBY T— 1ti.%. i;r7>•y':;, 4'•?ate; j;t. a '- KWIK BOLTS EXPANSION TT h 3 EMBEDMENT OTHERS 2 1/2" MIN:!i;a.•;:pria+ EMBEDMENT ANCHOR 0 ; y Y` 9 , • DRYWALL W 3 LCAD DRYWALLOPTIONAL OPTIONAL Q 3' BEARING 26 B LOAD BEARING' h1k SHIM UP TO 1/4" OR SHIM UP TO 1/4" OR 1X/2X WOOD/STEEL 2 20041X/2X WOOD/STEEL N26FRAMINGBYOTHERS26 FRAMING BY OTHERS WHEN USED WITH o WHEN USED WITH DRYWALL ti DRYWALL 10 m HORIZONTAL SECTION HORIZONTAL SECTION JAMBS DRYWALL OVER 4X WOOD JAMBS OVER CMU Z4FRAMEDRYWALL QANGLEMOUNTEDANGLEMOUNTED 3" TRACK f8.00" MIN. JAMB CLEARANCE STEEL TUBE i 2" TRACK 6.00" MIN. JAMB o Z CLEARANCE STEEL TUBE DRYWALL MIN. 11 GAUGE OPTIONAL n IF BACKING I5 Z SOLID STEEL 3THREAD5 3MIN. PENETRATION' BEYOND STEEL STRUCTURE 27 1 3®4 gp x MIN. 1/4" X 1-1/4" FILLET( LOAD BEARING 26 4d WELD REQUIRED AT v SHIM UP TO 1/4' OR 1X/2X B: EACH SLOTTED ANCHOR WOOD STEEL FRAMING BY OTHERS LOCATION 26 /WHEN USED WITH DRYWALL ON TRACK ANGLEl'Yt 7 Z" c 9" FROM BOTTOM, ; Q 3/8" STEEL SCREW 24„ O C) 2 (DRILL ANDTAP 8/16" 26 2 DIA.MIN.,T.) RYPODLIOEY vuw P29910N B.rww,a mZ ORIZONTAL SECTION HORIZONTAL SECTION ow q JAMBS - STEEL q JAMBS -STEEL W/ DRYWALL BPC003 REVERSE ANGLE MOUNTED ANGLE MOUNTED SHEET: 4 OF 6 r 1.750" L r 0.065" 1.366" ty} OGLASS STOP ALUMINUM TYPICAL WALL THICKNESS: .050" 1.000° T 0.437" J . j 5 INTERMEDIATE RAIL TOP) ALUMINUM TYPICAL WALL THICKNESS:.065" 1.750" I 0.065" 1.555" 1 OINTERMEDIATE HINGE STAINLESS STEEL 1.688" 1.00" 2.500" u -cuss een2ce ooecs a eNT.v ava .u, cue 126I EY STREFT TEMAE TY. LA 9t>20 5®4 MomwFR6y1,3® . o ftw*m.Fk" $ mz5 m By o 3h xz RPmn OF BILL OF MATERIALS O350 ITEM NO. DESCRIPTION MATERIAL MANUFACTURER 1 350 SIDE PANEL FRAME ALUMINUM BP GLA55 DOORS 2 GLASS STOP ALUMINUM BP GLASS DOORS 3 GLAZING GASKET EPDM GLS 4 WEATHERSTRIPPING EPDM GLS 5 INTERMEDIATE RAIL (TOP) ALUMINUM BP GLASS DOORS 5A INTERMEDIATE RAIL (BOTTOM) ALUMINUM BP GLASS DOORS 6 INTERMEDIATE HINGE 14 GA. STAINLESS STEEL BP GLASS DOORS 7 VERTICAL MULLION ALUMINUM BP GLASS DOORS 8 ANGLE 14 GA. STEEL BP GLA55 DOORS 9 TRACK 2" 15 GA. STEEL BP GLASS DOORS 10 UNIVERSAL HINGES #149 12 GA. STAINLESS STEEL SP GLASS DOORS 11 HF -PIN BRACKET 12 GA. STAINLESS STEEL BP GLASS DOORS 12 DEFLECTION BRACKET 11 GA. GALV. STEEL BP GLASS DOORS 13 REMOVABLE REINFORCEMENT ALUMINUM BP GLASS DOORS 14 3/8" U -BOLT di LOCK NUTS STEEL BP GLASS DOORS 15 U -BOLT PLATES 12 GA. GALV. STEEL BP GLASS DOORS 16 TOP BRACKET 1/4" STEEL BP GLASS DOORS 17 TOP FIXTURE 12 GA. STAINLESS STEEL SP GLASS DOORS 18 450 TOP AND BOTTOM PANEL ALUMINUM BP GLASS DOORS 19 BOTTOM FIXTURE 12 GA. STAINLESS STEEL BP GLASS DOORS 20 3/8" DROP IN CONCRETE ANCHOR STEEL SP GLASS DOORS 21 1/4" - 20 HEX BOLT A NUTS STEEL BP GLASS DOORS 22 1/4" NUT STEEL BP GLASS DOORS 23 FLOOR FLANGE 12 GA. GALV. STEEL SP GLASS DOORS 24 3/8" X 3" LAG BOLT STEEL SP GLASS DOORS 25 1/4"X 1/2" SELF THREADING SCREW STEEL SP GLASS DOORS 26 1/4" X 1/2" CARRIAGE BOLT STEEL BP GLASS DOORS 27 1/4" X 20 GALV. THRU BOLT W/ NUT STEEL BP GLASS DOORS r 1.750" L r 0.065" 1.366" ty} OGLASS STOP ALUMINUM TYPICAL WALL THICKNESS: .050" 1.000° T 0.437" J . j 5 INTERMEDIATE RAIL TOP) ALUMINUM TYPICAL WALL THICKNESS:.065" 1.750" I 0.065" 1.555" 1 OINTERMEDIATE HINGE STAINLESS STEEL 1.688" 1.00" 2.500" u -cuss een2ce ooecs a eNT.v ava .u, cue 126I EY STREFT TEMAE TY. LA 9t>20 5®4 MomwFR6y1,3® . o ftw*m.Fk" $ mz5 m By o 3h xz RPmn OF SIDE PANEL FRAMEO350 ALUMINUM TYPICAL WALL THICKNESS: .060" F-- 1.750" 0,060" -- 3.243" OWEATHER STRIPPING RUBBER TYPICAL WALL THICKNESS:.063" 1.610" 0,063" 1r' 0.836" —' INTERMEDIATE RAIL5A (BOTTOM)ALUMINUM TYPICAL WALL THICKNE5S:.065" r 1.750" L r 0.065" 1.366" ty} OGLASS STOP ALUMINUM TYPICAL WALL THICKNESS: .050" 1.000° T 0.437" J . j 5 INTERMEDIATE RAIL TOP) ALUMINUM TYPICAL WALL THICKNESS:.065" 1.750" I 0.065" 1.555" 1 OINTERMEDIATE HINGE STAINLESS STEEL 1.688" 1.00" 2.500" u -cuss een2ce ooecs a eNT.v ava .u, cue 126I EY STREFT TEMAE TY. LA 9t>20 5®4 MomwFR6y1,3® . o ftw*m.Fk" $ mz5 m By o 3h xz RPmn OF OVERTICAL MULLION O ANGLE O TRACK 10 UNIVERSAL HINGES #1-# 11 12HF DEFLECTION BRACKET ALUMINUM STEEL 5TEEL STAINLESS STEEL PIN BRACKET STEEL TYPICAL WALL TYPICAL WALLTYPICAL WALL 2,534° STANINLESS STEEL THICKNESS: .065" THICKNESS;.100° THICKNESS:.125" f 0.100" 1.420" 2.915" I+ 3.422" , 490" L 0.063" I • T aanvoannce 000nea¢xmv 1.750" 0125„ 1.500" 000000000 0 O wiic o'ci"av'secr 0.62a IeMKE¢ry. C 9xM0 2.761" 1.440' ' l 00" I rw nzexaex-xne ex: (eml »az 4,174 7.202" . 7.00a' 0.101" 0.112" --it - 2; ® tp J U-BOLT U-BOLT PLATES TOP BRACKET 13 ALUMINUM REINFORCEMENT 14 STEEL 15 STEEL 16 STEEL a 2.353" r 0.375" 1 2.500" ' Na.300" J f 1,000- 2 782" 000" 2.792" -- 110 --o- iiiiiiiiiiiTffrffffrTTTTTTETrrFMTMTr Z3.250" 10,000" Imo- 5': 0.250" 0 0 TOP FIXTURE 450 TOP AND BOTTOM PANEL BOTTOM FIXTURE17STAINLESSSTEEL18ALUMINUM19STAINLESSSTEEL 2.750" L Z 0 0 0 O 3.193" R0.250" 5.366" 4.452' 5.201" Z 5.900" 60° lLy,2" e 0.106" 8L I 3,000" O23 FLOOR FLANGE 00.47(Y' STEEL TT-- I 2,500" If 1.652" '=dr 1.500" ftaftc• Iw1Ae 'x$ m S FmjZ 3.000"O 0.500« 00.300" DWEi #: BPCO03 SHEET:G GCJOFV G ` ,ado 3 MIAMI'MIAMI-DADE COUNTY e DADE PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SN 26 Street, Room 208 BOARD AND CODE ADIMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 Marvin Windows and Doors Highway 11 West (P.O. Box 100) Warroad, MN 56763-0100 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "StormPlus IZ4 Clad Casemaster Casement" Outswing Aluminum Clad Wood Casement Window - L.M.I. APPROVAL, DOCUMENT: Drawing No. 1535, titled "Clad Casemaster Casement StormPlus IZ4", sheets 1 through 9 of 9, dated 04/03/08, with revision Al dated 10/14/11, prepared by W. W. Schaefer Engineering Consulting, P.A., signed and sealed by Warren W. Schaefer, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami - Dade County Product Control Section. MISSILE IWACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA# 11-1021.12 and consists of this page 1 and evidence pages E-1 and E-, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 13-0919.09 Expiration Date: March 04, 2019 Approval Date: November 28, 2013 l "013 Page 1 Marvin Windows and Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Manufacturer's die drawings and sections. 2. Drawing No.1535, titled "Clad Casemaster Casement StoimPlus IZ4", sheets 1 through 9 of 9, dated 04/03/08, with revision Al dated 10/14/11, prepared by W. W. Schaefer Engineering & Consulting, P.A, signed and sealed by Warren W. Schaefer, P.E. Submitted under previous NOA# 11-1021.12) B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a "StormPlus IZ4" wood casement window, prepared by Architectural Testing, Inc., Test Report No. ATI -77675.01-201-18, dated 06/16/08, and addendum letter dated 01/09/09, all signed and sealed by Joseph A. Reed, P.E. Submitted under NOA# 08-1014.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Au- Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large.Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of "StormPlus IZ4" wood casement window, prepared by Architectural Testing, Inc., Test Report No. ATI -77676.01-201-18, dated 08/05/08, signed and sealed by Joseph A. Reed, P.E. Submitted un(lel•NOA# 081014.06forreference only) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with matked-up drawings and installation diagram of "StormPlus IZ4" wood awning window, prepared by Architectural Testing, Inc., Test Report No. ATI -77779.01-201.-18, dated 12/20/07, signed and seale y. Joseph A. Reed, P.E. Submitte(l under NOA# 08-1019 06 for reference only) Manuel Perez; .'P. Product Control Flxami !er NOA No. 13-'0-9- .09 Expiration Date: March 04, 2019 Approval Date: November 28, 2013 E-1 Marvin Windows and Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CerCrL-ATIONc 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010, prepared by prepared by W. W. Schaefer Engineering & Consulting, P.A., dated 08/28/08, 12/02/08, and updated on10/13/11, signed and sealed by Warren W. Schaefer, P.E. Submitted under previous NOA# 11-1021.12) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlasO Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance complying with the FBC-2010, dated September 03, 2013, signed and sealed by Warren W. Schaefer, P.E. 2. Statement letter of no financial interest, dated September 04, 2013, signed and sealed by Warren W. Schaefer, P.E. 3. Laboratory compliance letter for Test Report No. ATI 77675.01-201-18 issued by Architectural Testing, Inc., dated 09/25/08, signed and sealed by Joseph A. Reed, P.E. Submitted igider previous NOA# 11-1021.12), 4. Laboratory compliance letter for Test Report No. ATI 77676.01-201-18 issued by Architectural Testing, Inc., dated 09/26/08, signed and sealed by Joseph A. Reed, P.E. Submitted under previous NOA# 11-1021.12) G. OTHERS 1. Notice of Acceptance No. 11-1021.12, issued to Marvin Windows and Doors for their Series "StormPlus IZ4 Clad Casemaster Casement" Aluminum Clad Wood Casement Window - L.M.I., approved on 12/22/11 and expiring on 03/04/14. Manuel P rez E. Product Control x iner NOA No. 13-0919.09 Expiration Date: March 04, 2019 Approval Date: November 28, 2013 E-2 L 111FSE RNDBR SFSID1i TALK Bn TESTED. ANALYZED a APPROVED FOR DEM PRMIAM NOT M -f0R MAX. FRAME ORa1.AUAlOH Of NN m—iYAmrAaraoVer ia n - - EXCEED THOSE amlvll w Da •AIBNANi oFSICx PR[swRE TADL[(s . AWDTH, SEE ALLOWABLE• Da N T — TOR RAlwxa A pD/oa far a ApRDwi ,j swu. 2. OPDUTOS, NlDmm • DUCT NC IASTDURS fust DE PROPEALY a INSTALLED TO TRANSFER DESIGN PRESSURE ---p uooNeC m MM vuANAATUNA WIND LOADS TO DIE STRUCTURE TABLE ON THIS SHEET 3. ALL TWtMRE a FA9DRA5 STALL BE N ACCORDANCE MIN THESE ORAa1G5 a SHALL AVT butt glIASS SPECIFICALLY UNTIONED ON THE DMWNCS. ARLRTED ANCHOR FADED ro BASE W1ERW. SHALL ... DE oEYoxO WALL EDm1 ox snmm 6' MV(. B' RObUCiRENKWki II'---_----' IIT 4. THE DETAILS a SPfmICA1DN5 9NaI NIXON REPRFSDN THE MWL'CTS TESTED a PRNVSEO E011 ixplrlsi IIRIL ilaN64 jl I II I(] 6 ±t SFERATER, AR. NPACT. CTCIIC a IDNOD.1 ST= AR PRESSURE TWHWC N CMIMANCE MIN THE FIDRa4 'CORNER Debbi Cale I ,i BUUM CODE N OWCA S VAS -2u4 m3 a 203 FOR LARGE IMM NPACF wAORS AaePl... .GST I AWNING OR FIXED I 4 B. TITHE MADDv srsmrs NMVG eITIN 1A9mlED N ACODFDINCE WITH Am um THE xDuwDIDFIs a coNsmuCTION' t AL2 1 II I III nl[ namn ewBDIo CODE 6eC) Nsumro NAaf vnnrnY nwmrx¢ CONES Om¢} 06CRIPl10N ON 4 4 EaPlnNee D•,• 19 11) I (SEE DRAWING o II I B."' BVACi SIIUIIFAS ARE ND DURm sm THESE NfmaNi THIS SHEET Dr E ' EJI I 1536 OR 1537 UNDER I ILy z i7. ALL MCNORS SECIAOL MDDOD FWL2 ro PRESSURE TREATED BLCNS OR MOOD FA"M GAIL BE - -- - - - - Ath lfde PN4QeH CaA 11 II SEPARATE APPROVAL II II4oTEJIcPOSMXANEOVIVE °NDNUiOADS TAMALE MIN aIFFAER°Nc Vim DEUM CHUXALS IN THE R00DDC"O'N" N I 6' MAX -/ 111 II FOR OETA1lS) I! II' s> ACCORDO MRH THE TOTEMIC CODE Aro CORHABIC WIND TELOCRY. FOR MBA LOAD C&CLLAONS IN / 3'-4 1/2' I 1 B ACCORDANCE Miro THE FLORIDA BURORNG CDDF, A DZECrONAIM FACTOR OF 1W . 035 MAY BE APPLIED NEN USED PER THE ASCE 7 SMhnvm. D. RD INCREASE N AUDITABLE STRESS CLAS BEEN USED N THE CERTIFNAIM OF THIS PRODUCT NND BI , w Cl III 6liI, WAD q1 MM FACTOR Cd . 1.6 VAS USED FOR "00 SCREW AIM= ONLY. I ) =- yf $ _ d1 _ _ I V 7VO. WIDBYS. NO U ITHO BU ROT LUTED TO STEEL SCAMISWRCONE DUO CONTACT DANT ONMA _N e I FTH6E/ i 3 — --- ----.1 EASSWRM WTMAAS STPIL TIED DIE REOLRFLORS OF FLORIDA BULDW CODE CHWUR m 111999 GI ` 11. M WOOD UDDDS OF MRDOMs THAT WT FOSSIBLY ONE DIED CONTACT TNN L•ASWRRF OR CONCRETE SUDSIRATES, ARE SImXtT roIIpSR39: yOR AAE WMCT 10 MO9DOE DNVWNWENT SIM BE OF s AT APPEALED PRUNE SPEDES OR K TREATED N AN APPRUAD IEIHOD WITH AN APPROVED PRESDNAINE PER FITC SECTION 333 T I I ) NAILING FIN IS0. L•I z I / 1 F REQUIRED WITH CUP 1 I SNUBBER REQUIREMENTS TABLE LOCK REQUIREMENTS TABLE A o I 43 46 1 1 MOUNT CONDITION RECTANGULAR wwoays) (RECTANGULAR wwoows) D I AND Is OPTIONAL k MAX. FRAME HUGHT MIN. N0. OF SNU88FRS MAX. FRAME HEIGHT MIN. NO. OF LOCKS u 1 I FOR BEEFREMOVESHEAR I 1 I Al viOi 71 1/0" 3 71 1/B' 3 zW F32 I 42 Imo- SCREW MOUNT I n Oz t 47 3/8' 2 47 3/8' 2 W z I SNUBBER 11 1AX CONDITION (NAIL FIN I I I C aI2358' I D I \ I I MAX. SHALL NOT ACT AS 1 /EE SINGLE WINDOW 1 I wo ED a z o MAX.D.L.O.I A SUBSTITUTE FOR I Ir&O a I I ELEVATION ON THIS 1 zCORNERCONSTRUCTION1CTION (STANDARD RECTANGULAR WINDOWC) 9z , - FRAME 1 ---- THE FRAME SHEAR SHEET FOR FRAME DL'ur mANDL- THE THE TAW YDmOti ARE euDED ro 1tQ NFM a Su NDIBFAs, 30d19D TINA 1NPEF(3) v I WIDTH - 5 1/2' I I SCREWS SPECIFIED). ANCHOR REQUIREMENTS satext1STnPUSEXROtXH7fENERDaSILLWDTHELAID • aNMO 14 CA I x r svxE ' NOTE: NNL FW 6 1Wt000N 1N[ um Nwc11x FUD a mt a SEALED Bml sEVAVE o I I R POSITIONS AROUND I _ 40 I NOT REQUIRED TO IRALMSIM M 1 RS ARE I a TSEERED TENON R a ,DINED D A CORNER LEY PART NO. THA I NAGE BE SEPERATELY I \ 5491 LENDERS ARE wRTBED a IENORED ARI SELTRED NnR OR[(1) GSID x 1 1/0' STAPLE. Farr Gaf a 3{ CIADWIG IS IDEAED TOGETHER a XOUD WITH A COOTIE KE( PMT NO. 3R I ! ANCHORED 1 CORNER CONSTRUCTION (SHAPED WINDOWST / \ 1 S2 y ^ FR!ME roRNFRR- TINE SDE 8000 YDRBD6 ARE BUI1E0 ro THE HEAD a SILL Y[NBfRS a SECURED MITI DED TV --.LI 6' = E7 8$ Xm2 SCRDlS (3 AT SWW COMM 4 AT STUPED CORNmS) AND STALED WILL SEALANT. - I K n TmR4 g OADDW° 5 MEREO TODDLER a JOINED WON A COMER MY PMT NO, 37C WHICH G SCREWED CUD TO xtY TATH 4 fD. 7 x 1/Y SCRDr O PER NET• LEC), a comm mo SA91 HEWBgS Al1E DUTLED 1aENmt AWNED WITH 2 NB 7 X Y IMM HEAD SCREWS a SMO WITH SEMAR. FRAME SHEAR SCREW I 1 zv sH m amn Nnanms EmW CUT. BODED TOGETHER AND SEALED MIN SEALANT EXTERIOR ELEVATION OR INSTALLATION CUP 9e$ SINGLE RECTANGULAR W SHOWN. SEE bd 3FRAMEANCHORREQUIREMENTSTABLE CASEMENT WINDOW R NEATABLE* OPENING TYPE FRAA(E/CLIP TO OPENING MktUM N06MUM SCALE J/4" 1•-0" ----__ - SUBSTRATE) FASTENER TYPE EMBED EDGE qST. ON TMS SHEET FOR SCREW REQUIREMENTS. FOR MAX. FRAME v 9 FRAME SHEAR SCREWS WIDTH. SEE ALLOWABLE c MIN. 2X4 WOOD FWUAE OR BUCK DESIGN PRESSURE . MIN. CR. 3 & C=0.55) N0. 10 SMS OR WOOD SCREW 1 1/4" 3/4" TABLE ON Tins SHEET \l1 IPFA ALLOWABLE DESIGN PRESSURE EXTERIOR ELEVATIONMIN. 18 CA. 33 KSI METAL STUD I NF 10 CR. 5 SELF TAP/DRIUINC SCREW FULL 1 2'' ( 1) (BOUCLE RECTANGULAR & SINGLE MIN. 1/8' THK A36 STEEL N0. 10CR. 5SELF TAP RLLINC SCREW FULL 1 WNDOWWITH TRANSOM OGLERECTAN AR CA EMENT Q •'.•In••=••••"••.,1p/ 12500 PS CONCRETE 1 0) 1/4' CONCRETE SCREY( 1 1 4' 2' WIDTH- HEIGHT PRESSURE 29, 71 1/8' +70/-85 PSF (FOR ALL DETAIL NOT SHOWN, SEE SINCLF-3 p..A- INSTALLATION CLIP SCREWS y l000 FRAME OR DUCK 32 71 1/8' 4 70/-70 PSF WINDOW E1F/A710N) CR. 3 k C=0.55) NO. 8 X 1 1/2' SMS 1 3/B' 1/2' 36• 59 1/8' 1 +70/-70 PSF nLoOucN FIIBVIRRD 8" THK A36 STEEL I N0. 8 CR. 5 SELF TAP/DRILLING SCREW I FULL 1/2' 1. WITH TRANSOM UNITS, THE LESSER OF THE C0i°'®WI'X NnPIDNde PP 1( nmldr iLM1P I 6063 -TS ALUM. I NO. 8 CR. 5 SELF TAP ORILLNC SCREWY I FULL 1/2" PRESSURE SHOWN N THIS TABLE OR THAT SPECIFIED IN.R1ea DNNaTHEINDIVIDUALFIXEDORAWNINGWINDOWAPPROVAL 14 535ErESCREWSSHALLBEELCOULTRACONS, ELCO CRETE -FLEX, RW RAMSET/RED HEAD SHALL CONTROL AS THE ALLOWABLE FOR THE OVERALL D3' sHeirP S, MLTI KWIK-CON R OR POWERS RAWL TAPER (HARDENED STEEL OR SsJ• UNIT. MF ISPP 1 a SEE 'CORNER CONSTRUCTION' 6' - DESCRIPTION ON SHEET 1 ` - 6. (24) F1I MAX. 1/2 iA 6" MAXVpEDATtlnt) 6 16- MAX s Q I I 6' MAX. 6' MAX. FRAME SHEAR HEAR--' c FRAME SHEAR--- r 6SCREW OR I C I c SCREW OR oJ' CLIP WHERELLATION 6 I jjaNoCUPAWHEROE SCALE 3/4' - 1'-0' SHOWN. SEE FRAMEqT I I SHOWN. SEE I FRAME ANCHOR. REQUIREMENTS I I I 1wtL Ir. ANCHORI15' \ REQUIREMENTS I TABLE' ONIFOR LocX I MAX. O.C. TABLE' ON SIDES & TOP) 12 sum 1 FOR SSHEET CREW I REQUIREMENTS. REQUIREMENTS I 22 1/2' MAX. I I I D.L.O. 1 1 1 SEE 'CORNER CONSTRUCTION' 6' - DESCRIPTION ON SHEET 1 ` - 6. (24) F1I MAX. 1/2 iA 6" MAX 3 L 6 16- MAX s Q LIAR. 6' MAX. 6' MAX. I 28' MAX. r FRAME WIDTH EXTERIOR ELEVATION j I I SCALE 3/4' - 1'-0' FRAME SHEAR I r v SCREW OR z I I J INSTALLATION I Sam o CUPSHOWN. WHERE1 1 11 LL YRAME q3 qg I ANCHOR IV* REQUIREMENTS ( I IdWL 43 46 I I 15" 41 1 MAX. O.C. TABLE- ON i (SIDES & TOP) \ n SHEET 1 FOR I LOp( I IMAX O.C. I (SIDES) tg x'a1SCREWI n n REQUIREMENTS. 1/ I 22 1/2' MAX. 1- I I 1 22 1/2' MAX.y II - 8 1 D.L.O. 6' MAY.I 6' MAX. I — 7\ j, SEE .'.CORNER 6' MAX. 6' MAX SEE NAILING FW 6'. MAX. 6' MAX. SEE NAILING FIN NOTE BELOW - CONSTRUCTION' 26• MAX, NOTE BELOW 28' MAX. DESCRIPTION ON FRAME WIDTH FRAME WIDTH SHEET 1 EXTERIOR ELEVATION EXTERIOR ELEVON SINGLE HALF ROUND CASEMENT WINDOW SINGLE OU8$TER ROUND CASEMENT WINDOW SCALE 3/4' - 1'-0' SCALE 3/4" = 1'-0- A LOWABLE 0' ALLOWABLE SHAPES IN ADIXTION TO THOSE IN ELEVATIDNS) NAILING FIN NOTE 1 IS SIL61M TO HALF ROUND ELEVATION & MUST NAILING FW IS REQUIRED WITH CLIP MOUNT HAVE ADDITIONAL LOCK AT HEAD AS SHOWN. CONDITION AND IS OPTIONAL & MAY BE REMOVED FOR A FRAME SHEAR SCREW ryALLOWABLE DESIGN PRESSURE MOUNT CONDITION (NAIL FIN SHALL NOT ACT f)" ,) (SINGLE SHAPED WINDOWS AS A SUBSTITUTE FOR THE FRAME SHEAR tt 3 +70 -85 PSF SCREWS SPECIFIED). 2 MUST HAVE AN ADDITIONAL NAIL FIN IS NOT REQUIRED TO BEIONALLOCKATEACHOF SEPFALITELY ANCHORED THE ANGLE LINES SHOWN LOCK/HINGE REQUIREMENTS TABLE u (SHAPED WINDOWS) y MAX. FRAME MIN. QUANTITY MW. QUANTITY 3 HFIGHT OF LOCKS OF HINGES 6M 0 fAEtY¢DJ3ISSIMILARTOQUARTERROUNDELEVATION &MUST 4•U k HAVE ADDITIONAL LOCK AT HEAD AS SHOWN. 71 1/8' • 3 3 pelek Cbd.GAi& MODL 4ObAu 7 1/8' n 2 2Anrpnon Noi 9i Uq a a s ua • THE LOCKS SPECIFIED IN THIS TABLE ARE THOSE a I,.na.ml. GI4 Dm arl AT THE SIDES OF THE WINDOWS ONLY. AN Or G ^ wp(mll 4 ADDITIONAL LOCK IS REQUIRED AT THE RADIUS HEAD ADa.V uaae r Man,cen ' / DrS4ISSIMILARTOQUARTERROUNDELEVATION & MUST OF THOSE- RAPES SPE "TIED (SEE ELEVATIONS). v - Ml.m 1HAVEADDITIONALLOCKATHEADASSHOWN. m 16- MAX s 3 6' MAX. 6' MAX. 28' MAX. FRAME WIDTH EXTERIOR ELEVATION SINGLE EYE BROW CASEMENT WINDOW SCALE 3/4' - 1'-0' ALLOWABLE DESIGN PRESSURE S)DE BY SIDE WINDOW: MAXIMUM MAXIMUM ALLOWABLE P WE HEIGT LOAD WIDTH MULLION 71 1/8 65 1/8 59 1/8 53 1/8 1 +70.0%83.3 +70.0/-85.0 35 +70.0 47 1/8 54 36 +70.0 LESSER OF THE PRESSURE SHOWN W THIS TABLE & THAT ALLOWED FOR THE INDIVIDUAL WINDOW SHALL CONTROL AS ALLOWABLE FOR THE OVERALL UNIT. THE VALUES IN THIS TABLE APPLY TO BOTH BAR REINFORCED & NON -REINFORCED MULLION CONDITIONS ADD 3/8' TO LOAD WIDTH VALUES IN THIS TABLE WHEN 3/8' ALUMINUM REINFORCEMENT PLATE IS USED. LOAD WIDTH IS THE DISTANCE BETWEEN THE WINDOW CENTERLINES XX' = MULLION BETWEEN 2 OPERABLE WINDOWS. XO' •• MULLION BETWEEN AN OPERABLE & FIXED WINDOY FOR MAX. FRALIE WIDTH, SEE SINGLE WINDOW ELEVATION ON SHEET 1 SEE SHEET 1 P 11* d OR 2 FOR I NAIL FW I m REQUIREMENTS. 1 26 SEE SINGLEWINDOW I ON THIS SHEE ORN Nrmt uaroe FloHdn MAIIIvtCods AcnP w e Nv r InoouaR0VIs0D awmplyiPtxAAmeFlarids TNI2FORFRAME 1 e. noeral, T9 ro ANCHOR i b & PPOSIIONS I d AROUND I NL 1 WINDO4rS. i ADDITIONAL FRAME SCREWS OR INSTALLATION CLIPS— WHERE SHOWN AT MULLION ENDS. SEE 'FRMNE ANCHOR REQUIREMENTS TABLE' ON SHEET 1 FOR FRAME & CLIP SCREW REQUIREMENTS. APPROVED SHAPED MULLED CONDITIONS i`1# VMTTH1111) I 4 WL0014 3 > f ANGLED WINDOW SHAPES 03 & /4 ON SHEET 2 ALSO APPLY AND MAY REPLACE THE RADIUS WINDOWS SHOWN HERE FOR MAX. FRAME WIDTH, SEE SINGLE WINDOW ELEVATION ON SHEET 1 WINDOWCENTENLNE V II gFl. IISSHEEfLOAD TAFOPoLE R MAX.——`O\ OAD WIDTH I 1 / I MAX FRAME WIDTH PER a WINDOW APPROVAL G 3'-X41/2' WINDOWCENTERLINE I l l WDOW (SEE ORAWIN II III Q NO. 1536 UNDER I I SEPARATE APPROVAL FOR DETAILS) II II' I I TABLEF'OR MAX. --I Il II l P8 DTH 1 IIU x 3 I 1 Illll d z s I dill II 111 I 1 I i I I IbIL =_____ u EXTERIOR ELEVATION MU TIPI FBASEMENT/FIXED WINDOW S d SCALE: 3/4' RECTANGULAR WINDOW SHOWN, SHAPED WINOWS ALSO APPLY. SEE q a 7MULLEDCONDITIONS' TABLE ON THIS SHEET) ] $ 1. FOR ALL DETAIL NOT SHOWN, SEE SINGLE WINDOW ELEVATION. THERE IS NO LIMIT ON THE RECTION INTO ONE OPENINGLN PROVIDING THEWINDOWS THAT S BE INED INOPENINGIDESIGNED ;. ON I SUPPORT ALL LOADS 7RANSFERED FROM THE WINDOWS & THEIR MULLIONS. P 11* d z o yG GtpOR Ty' C c L ODDIJ RMEWLI+ Nrmt uaroe FloHdn MAIIIvtCods AcnP w e Nv r InoouaR0VIs0D awmplyiPtxAAmeFlarids e. noeral, T9 AwpUAds Ac«rmara e.pl..uonrnce 14- i I ju.e.rrta.aa. NLMwnt .e*v FRAME ANCHOR PER ELEVATIONS FRAME ANCHOR PER ELEVATIONS FRAME FRAME ANCHOR PER ELEVATX)NS r SUBSTRATE BY OTHERSSUBSTRATE BY OTHERS SUBSTRATE BY OTHERS PER FRAME ANCHOR REQUIREE)AENTS LE PER FRAME ANCHORTABLE PER FRAME ANCHOR REQUIREMENTS TABLE 1114` MAX. 1/4- MAX. 1/4* W. SHIM AT EACH ANCHOR INSH AT EACH ANCHOR SHIM AT EACH ANCHOR SEALANT BY 54 SEALANT u s BY By OTHERS OTHERS OTHERS 20 1 2f 51 1 5G3 52 59 53 14 68 EXTEPoOR 4 9 EXTERIOR 23 2 67 27UE K8G1G) SEE GLAZINO—N SEE GLAZING—, IE TS - DETAIL ON DETAIL ON 1/2 .1 SHEET 44 SHEET 7 DETAIL NOT SHOWNFORSILL SEE SECTION Al/4 FOR I T 45 PUSH/PULL OPERATOR HARDWARE CONDITION OR A2/4 FOR 22 40 13ROTO 10 OPERATOR HARDWARE CONDITION 5 51 20 em 52 54 By SEALANT n BY -- T 0 Fs 01MLK5 4SHIM TT SHIM AT EACH ANCHOR EACH ANCHOR V3 SUBSTRATE BY OTHERS u'? SUBSTRATE BY OTHERS Z— PER FRAME ANCHOR' PER FRAME ANCHOR ECTION t REQUIREMENTS TABLE REQUIREMENTS TABLEtECTI (—A2) 2 SCALE' 1/2. FULL 4 k—L ANCHOR SCALE: 1/2 FULL \,V MAUL ANCHOR vo9ucTREm%ym PUSH PULL OPERATOR DWARE CONDITIONHARDWARE PER ELEVATIONS ROUT) OPERATOR HARDWARE CONDITION) PER ELEVATIONS FOR DETAILS NOT SHOWN SEE SECTION AI/4 P'Yh,-I.bWFkAb cw, vig Ox0 N Lo t3 - P, gC, — 0 DWIU4 0wmrlll. 6 c; A1535 1 A uBy -I d.P.d.d !t 4 1/4• MAX. SHIM AT _ FRAME WIDTH(-. 1/4• MAX. SHIM AT EACH ANCHOR — I I EACH ANCHOR I \ lA I FRAME 17 FRAME ANCHOR ..' S2 ANCHOR PER t - PER ELEVATIONS 43 ELEVATIONS i; 6Y SEE GIAANO_ .. i DETAR ON SUBSTRATE BY .SS. SHEET 7 •,•f` SUBSTRATE BY OTHERS PER OTHERS PER FRAME ANCHOR :. % FRAME ANCHOR REQUIREMENTS cA REQUIREMENTS TABLE .... . ... ..... _.. _ _ . •. , . TABLE 20 _ v SEALANT BY OTHERS SECTION BI SCU: 1/2 FULL 5 MULTI -POINT SASH LOCK CONDITION SHOWN; FOR CAMLOCK CONDITION SEE ALTERNATE WINDOW SECTION ON THIS SHEET) 1/4' MAX. SHIM ATI FRI EACH ANCHOR (I SEALANT BY OTHERS ---J 1:'3.7^•: ^': SECTION ct SCALE: 1/2 FULL 5 MUL71-POINT SASH LOCK CONDITION SHOWN; FOR CAMLOCK CONDITION SEE ALTERNATE WINDOW SECTION ON THIS SHEET) TH-_ 1/4- MAX. SHIM AT EACH ANCHOR I FRAME FRAME ANCHOR ANCHOR PER C PER ELEVATIONS;' 1 ', : ELEVATIONS S SEE GLAZING B 4 DETAIL ON > J.': SUBSTRATE BY 'ti•:. SNEEf 7 ' Y" SUBSTRATE BY OTHERS PER OTHERS PER FRAME ANCHOR z. FRAME ANCHOR REQUIREMENTS r ,N REQUIREMENTS TABLE TABLE SEALANT BY OTHERS SECT10 SCALE i 2 FUEL 5 FOR DETAILS NOT SHOWN SEE SECTION B1/5 MULTI -POINT SASH LACK CONDITION SHOWN; FOR CAMLOCK CONDITION SEE ALTERNATE WINDO%Y SECTION ON THIS SHEET) SEALANT BY OTHERS— SECTI ow -I V2FULL5 FOR DETAILS NOT SHOWN SEE SECTION C1/5 MULTI -POINT SASH LOCK CONDITION SHOWN; FOR CAMLOCK CONDITION SEE ALTERNATE WINDOW SECTION ON THIS SHEET) ALTERNATE WINDOW SECTION APPLICABLE WHEN CAALOCKS ARE USED) FOR DETAIL NOT SHOWN; SEE OTHER SECTIONS) RODUCTREmur 9 u.wegYhewunlM ibHd WIdInR Calc Enpinne MA, { 3 O * C 4 utouucrRRvrsw . mmplYi B•riOrM PloAdo o unar c.m Enprmll.n lltle - 14• b y AAAFfl11111\4 DrM6m Dd.P cl n Mai 5 1/4" MAX. SHIM AT FRAME WIDTH 1/SHIM CASEMENT OR AT FIXEDEACH NNawa oam EACH ANCHOR //' _ ^^ 3 HS 3 M1-T 1 SEPARATE APPROVALR 15 1 1 OP110NM FlEI D IAT I I IN •: THE FRAME - 66 66 FRAME t —, 1/2" X 5/8'FIELDACO RUGATED 6 ANCHOR ANCHOR IL 1 FASTENERS MAY BE REPLACED PER 4 `• PER _ WITH NO. 10 X 2" SCREWS ELEVATIONS ,` ELEVATIONSi AT EACH JAMB WITHIN 6' OF 6 SEE GLAZING 6<. 31 BER_ ENDS & MAX. 15' O.C. I I4DETAILON OTHS PS ERSHEEP 7 FRAME ANCHOR IV,i i OPTIONAL WOOD COVER @@ REQUIREMENTS / ,•' 1/16' X 1/2' - 3< TABLE •^ ^ ClOSEO CELL FARM 1/2' X 5/8' CORRUGATED Fi".'r •' — ' v;'.>• ' ' SINGLE SIDE 1 ';".•:: 1 FASTENER (WITHIN 3' OF OHCMTENDS MID 6' MAX.. O.C. 4•: >. 59 61 59 '+'•rt :`;1.' TO CUD ALONGONG 41 23 23 ,a' i'sN.. ENTIRE LENGTH 5 129_Srr>r• ti'?a.' ,L•TY1 21 >'i,'•,•. >...t':;•i EXTERIOR JItODUCTRENEWO SUBSTRATE BY . 220P.S.1O n. mrks 2QSx SEALANT BY OTHERS SEAUWT BY OTHERS OTHERS PER Datal.acwe SECTION FRAME ANCHOR SECTI N D n«.w".«R. • SECTI_ _ Oi` _ C3, TABu1RENLNIS SCAM - NO TSH FULL s E n 0al• - n)a a s h SCALE 1SCALE1/2 FULL 66 SCALE: 1/2 FULL B TABLE FOR DETAILS NOT SHOWN SEE OTHER SECTIONS FOR DETAILS NOT SHOWN SEE SECTION 81/5 FOR DETAILS NOT SHOWN SEE SECTION CI/5 ri+pA UNt1'r8a.q.(y ' ^ 1 3d IJUL SASH LOCK CONDITION SHOWN; (MUL71-POINT SASH LOCK CONDITION SHOWN; OPTIONAL WOOD COVERFORCAMLACKCONDITIONSEEALTERNATEFORCAMLOCKCONDITIONSEEALTERNATE WINDOW SECTION ON SHEET 5) WINDOW SECTION ON SHEET 5) 7 3 2 2 3 7i OPTIONAL WOOD COVER 1/2" X 5/8" CORRUGATED 7 3 2 2 3 7OPTIONAL WOOD COVER 1 ENDSNAAND ER B'm1AA0(SO.C.) 1/2' X 5/8' CORRUGATED 33 1 OPTIONAL FIELD MULLING; FASTENER (WITHIN 3" OF 7 3 2 2 3 7 c=== ____ WHEN FIELD MULIiD, THE $ ENDS AND 6" MAX. O.C.) N0. 10 X 2" SMS I __ 1/2" X 5/8"is OPTIONAL FIELD Ml ITN,; SCREW WIHON 6' -- 1 CORRUGATED FASTENERS WHEN FIELD MULLED, THE OF CORNERS & MAY BE REPLACED WITH 1/2" X 5/8' 15" MAX. O.C. N0. 10 X 2' SCREWS AT bi Ydii MAY BEAREEDENDS & XLAFASTENERS LWITH ENDS & MAX. 15N D.C. r+?.,31 NO. ATEACHJAMB2YIRHINfiOF' F FIXED CASEMENT WINDOWILUNDERSEPARATEAPPROVAL 1/16'SED CELL FOAM7SIDEADHESIVE 1/16' X 1/2' CLOSED CELL FOAMSINGLE SINGLAPPLIED TO 31 IXTERIORD SIDE ADHFSWE APPLIED TO CLAD ALONG ENTIRE LENGTHCUDALONGENTIREUNGTHSECTION 32 FOAM BACKER R00 AND SCALE 1 2 FULL B SECTION E SILICONE SEALANT BEHIND NON -REINFORCED MULLION) SCALE; 1 2 FULL 6 MULLION COVER SECTION FOR DETAILS NOT SHOWN SEE OTHER SECTIONS) PAonucrnalnsHR NON -REINFORCED MULLIONN) E2 SCALE 1/2 FULL 6 RECTANGULAR WINDOW CONDITION SHOWN; SHAPED WINDCW, il,-PIYII V,Da FOR DETAILS NOT SHOWN SEE OTHER SECTIONS) CONDITIONS ARE JOINED THE SAME) A aPunm No , RECTANGULAR WINDOW CONDITION SHOWN; SHAPED WINDOW REINFORCED MUWON) Brp[mlbn CONDITIONS ARE JOINED THE SAME) FOR DETAILS NOT SHOWN SEE OTHER SECTIONS) OPRECTANGULARWINDOWCONDITIONSHOWN; SHAPED WINDOW MI D. 'P.4', CONDITIONS ARE JOINED THE SAME) BYOTHERS I EXTERIOR FRAME CONTINUOUS WOOD MEMBER LESS IN SIZE --1 E N CUP ANCHOR THAN A 2X— BUCK TO BE MIN. 3 1/2' DEEP. ANCHOR NOT REQUIRED WHEN SHIM SPACE IS WITHIN S TABLE ALLOWABLE DIMENSIONS SHOWN IN SECTIONS). 47r 2 PER SIDE)` INSTALLATION CUPPERELEVATIONS1/4"MAIL SHIM NEXT TO EACH CUP SEALANT BY OTHERS IX 3/4' SCREW ER CUP) 32 FOAM BACKER ROD AND OPTIONAL WOOD COVER I' SUBSTRATE BY OTHERS PER 7 3 2 33 ANCHOR REQUIREMENTS TAB FIXED CASEMENT SEALANT BY OTHERS REINFORCED MULUON) FOR DETAILS NOT SHOWN SEE OTHER SECTIONS) WINDOW! UNDER BEHIND NA0. FW RECTANGULAR VANDOW CONDITION SHOWN; SHAPED WINDOW 1 SEPARATE CONDITIONS ARE INSTALLED THE SAME) N0. S X 2' SMS SCREW WITHIN 6* OF I APPROVAL777 7 •^"' + •' CORNEAS D. RODUGTHlF74:tYZa 15' MAX. D.C. 3$ BaMNiC iwltFtlftfol BY OTHERS I EXTERIOR FRAME CONTINUOUS WOOD MEMBER LESS IN SIZE --1 E N CUP ANCHOR THAN A 2X— BUCK TO BE MIN. 3 1/2' DEEP. ANCHOR NOT REQUIRED WHEN SHIM SPACE IS WITHIN S TABLE ALLOWABLE DIMENSIONS SHOWN IN SECTIONS). 47r 2 PER SIDE)` INSTALLATION CUPPERELEVATIONS1/4"MAIL SHIM NEXT TO EACH CUP SEALANT BY OTHERS IX 3/4' SCREW ER CUP) 32 FOAM BACKER ROD AND F%TERIOR ^ I' OPTIONAL DIRECT MOUNT DETAIL TO SUBSTRATE WITH SPACER SILICONE SEALANT BEHIND Ii''"I— y-' SECTION MULUON COVER SCALE: 1/2 FULL \,Zj OPTIONAL INSTALLATION CLIP DETAIL REINFORCED MULUON) FOR DETAILS NOT SHOWN SEE OTHER SECTIONS) HEAD SECTION SHOWN, SILL & SIDES ARE INSTALLED THE SAME) FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) RECTANGULAR WINDOW CONDITION SHOWN; SHAPED WINDOW CONDITIONS ARE JOINED THE SAME) RECTANGULAR VANDOW CONDITION SHOWN; SHAPED WINDOW 3 CONDITIONS ARE INSTALLED THE SAME) SEE GLASS OPTIONS BELOW IEE GLAZING SEE GLAZING SEE GLASS OPTIONS 80.0Yf PTI NIS 80.OW 58 OPTIONS BELOW 58 9/16' MIN. BRE 29 9/16' HAA, BETE 30 5 g 22 BACKFILL; SEE OWING EXTERIOR BACKFILL; SEE GLAZING EXTERIOR OPTIONS BELOW 23 OPTCNS BELOW t GLAZING DETAIL (RECTANGULAR WINDOWI TYPICAL GLAZING DETAIL (SHAPED WINDOW) GLASS OPTIONS ASS QfW!L ; 9/16' THICK LAMINATED CLASS (1/4" AN./0.09• DUPONT SG/1/4"-AN.) 9/10' THICK LAMINATED GLASS 14 HTSF./0.09' DUPONT SG/1/4" HLSL) SL 5o4N_4` 3/6" THICK LAMINATED GLASS 532' AN. 0.090' OUPONF SG 5 32" AN.) GLAZING OPTIONS GLAZING OPTION A: POLYOLEFIN FOAM WITH ACRYLIC ADHESIVE GLAZING TAPE AT EXTERIOR INTERIOR WITH DOW 995 BACKFILL 0 A7INOPTION R' GE RAPID STRENGTH EXTERIOR. INTERIOR & RACKR L ANCHOR REQUIREMENTS TABLE' SUBSTRATE BY OTHERS PER FRAME ANCHOR REQUIREMENTS TABLE EXTEJDOR OPTIONAL DIRECT MOUNT DETAIL TO SUBSTRATE WITH SPACER 15 HEAD SECTION SHOWN, SILL & SIDES ARE INSTALLED THE SAME) glmvlY FOR DEFAIL NOT SHOWN, SEE OTHER SECTIONS) RECTANGULAR WINDOW CONDITION SHOWN; SHAPED WINDOW CONDITIONS ARE INSTALLED THE SAME) aEl b z aux rn 3 a k GI q RODUGTHlF74:tYZa a q RODUGTHlF74:tYZa 3$ BaMNiC iwltFtlftfol B# QAeanleeerNa Ilea Iy P 1 DPI Xf4n)Indr PrtEeel Coel; ti`I%,/+ 0,-- Z G e. Y PRr I y04, V * O 2 o PRODUCI'Rpy45UD 3 W ueo SC4trANtAa17PAEe Du7urecoae AfrolnonDii T4 016, Z y d' DI ) A+III I 00% 1535 9NFR No. MI d a oP da tC- 7 or 9 3569 -i 3.589 -I 4.456 -+ 4.456 1.186 1.188 0.688 1.188 U 1.312 1.407 O3 JAMB (HASPEDWIdDOW- LQtJAMB (RECTANGULAR Q2 ,IAMB (RECTANGULAR DSD (@4 JAMB (SHAPED WINDOW SILL) 0%5H ( 1.582 WINDOW HEAD & SILL) WINDOW SIDE) 1.937 1.938 1.939 (RECTANGULAR YlINDOIy) © uSnA S nHnu( S HAPED 4.456 - 1.938 -- 0.625 fA + 1 1.417 1.157 2.541-{ 0.657 I 2541 --- 1.188o 9OWINDOW OSTP 10 WINDOW ST - DPL 11 WINDOW STOP o.5ot Q ( SIDEIAMBI owl 13 -- WINDOW STOP (SILL) IRECTANGULAR (RECTANGULAR (RECTANGULAR --14 JAMB FILLER 15EAD1 JAMB FILLER 2)JAMB (SHAPED WINDOW SIDES) WINDOW HEAD) WINDOWSILL) WINDOW HEAD) 1.279 - E-0.501 1.198 " 0.983 2.921- 1.782 -- TTI. 0.281 0.021 T I 0.065 D.O60 0,065 1.811 0.050 2.000 2117 1.930 1.958 200o O 21 JAMB CLADDING . 1,298 I- 1' 28J a -0.040 20 ( RECTANGULARJAMB ( SHAPED 0.sa3 WINDOW) 23 STILE & RAIL 24 NAIL FIN 25 NAfL_nN 17 WINDOW STOP 18 WINDOW STOP ) 22 STILE &RAID (RECTANGULAR SKIN (SIDE 19 WINDOW STOP J- I'1 CLADDING _(SHAPED SIDEJAM6) , JAM@) (SIDE JAMB) 0.656 u ( -o.3s5 ( RECTANGULAR WINDOW) 0.675 - h --1.875_j 0.7501 1 T--+o.750 31 MULLION WINDOW) BEND LINE FOR 0.050 '.477 Je 0250 FIELD BEND 1 0983 30 GLASS STOPT o.sss (SHAPED ;=j29GLASSSTOPUNITS) 26 ir 27 WINDOW STOP (gECTANGULAR _J 1 a O a SHAPED HEAD) ( SHAPED WINDOW) U -0.31775 I o O NITS) 1563 0.235---CODD I I a o a l_ I--1.524 ^ I Ol U7 1.760 1 1.200 RECTANGULAR WINDOWS) 1.000 0.707 0.500 7C FRAME CLADDING CORNER KEY SHAPED WINDOWS) L 0.740 33 MULLION 5.151 MULLION - REINFORCEMENT PLATE QUE 32 37 INSTALLATION C -CLIP 160 2.250 0.468 0.250 O 0.250 O I r0.063 If 0.366 42 SNUBBER 78 SASH CLADDING CORNER KEY REM d ITEM DESCRIPTION PARn MANUFACTURER/NOTES BEM % BEM DESCRIPTON PARTS MANUFACNRER/NOTES 1 JAMB (RECTANGULAR VANOOIV HEAD &SRL WOOD SEALS &SEALANTS q 2 JAMB RECTANGULAR WINDOW SIDES WOOD 51 SASH WVEATHERSIRIP RIGID CUSS FILLED POLYPROPOLENE BY INTEK 3 4 5 JAMB (SHAPED WINDOW HEAD/SIDE) IAMBSHAPED WINDOW SILL SASH RECTANGULAR WINDOW WOOD (LVL AT 1/4 & 1/2 ROUND; FINGER JOINTED AT EYE BROW SHAPES WOOD WOOD 52 VINYL FRALIE WEATHERSTRIP DY M'S.URY t53THERMALBREAKBYAMSOURY 54 CONNECTING BARB PVC & GEON C10D0 MISC. FASTENERS6 7 9 10 ll 13 SASH- 511ME0 WIN JAMB SHAPED WINDOW SIDES WINDOW STOP RECTANGULAR WINDOW HEAD WINDOW STOP RECTANGULAR WINDOW SILL WINDOW STOP RECTANGULAR WINDOW HFAD WINDOWY STOP SILL WOOD WOOD WOOD WOOD WOOD WOOD 58 59 61 62 63 66 F-18 x 1.125' BRAD NAIL GSN 18 X 1 2' S.S. STAPLE NO. 10-32 FH MACHINE SCREW N0. B X 1' SMS NO. 7X ]USSMS NO. 8 X 1' SMS 3' FROM CORNERS &MAX. B" O.C. 3' FROM CORNERS &MAX. 6' D.C. 4 PER HINGE 2 PER SNUBBER 2 PER SNUBBER 2' FROM ENDS & 5'TO 8' O.C. 14 15 JAMB FILLER (SHAPED WINDOW HEAD) JANE FILLER SIDE JAMB WOOD (LVH- AT 1/4 & 1/2 ROUND; FINGER JOINTED AT EYE BROW SHAPES WOOD 67 NO. 6 X 1' TRIM HEAD WOOD SCREW 2' FROM ENDS & 5' TO B' O.C. 1? a._ C j 28 x oo RID;$ Oa XzsI 3 s 2 68 ALL WOOD BE NM-ALL TO A SELECT 8' F-14 x 1 3 BRAD NAIL USED "WITH TESTED UNITS IS WN. OWE 2 WESTERN MIT. GRADE 2 WVIIH 'E' = 1200000 PSI LIN. & G' WOOD IS RECEIVED BY MARVIN WINDOWS & DOORS GRADE USE. 2" FROM ENDS & 4" TO 6" O.C. PINE ALTERNATE WOOD SPECIES TO FINE 0.43 MIN AS GRADE 2. BUT IS MACHINED OY MARVIN Ro6uLTilPH/:pX63$ t.glinx.R4ne PNvbo Widl zCaH 4—pl.".N. G A7lllllllft0, 11 T Oki .+..........Nj i AR, 11Wi tlitCox - P jr' ' b L L U •y 00 p41 t m PRODUCTRUVISRD •+,j LU Ci < O OZ mP1Odw6fin.PuxM. ;\ Z G 4" y 6Wlap yIr4I \l na_N__/.66, •.. 4•p 17 WINDOW STOP (SIDE JAMS) VINYL USED YIIH MULTI-POINT SASH LOCK CONDITIONSHALL 18 WINDOW STOP SKIN (SIDE JAMB)WOOD VENEER USED WITH MULTI-POINT SASH LOCK CONDITION 19 WOIDOVT STOP (SIDE KMO) • WOOD USED WITH CAMLOCK CONDITION 20 JNAB CLADDING RECUNGUTAR WINDOW 6063-T5 ALUMINUM 21 JAMB CLADDING SHAPED WINDOW 6063-TS ALUMINUM 22 STILE & RAIL CLADDING RECTANGULAR WINDOW) 6063-TS ALUMINUM 23 STILE & RAIL CLADDING SIIMED WINDO 6063-T5 ALUMINUM 24 NAIL FIN CRECTANGULAR HFAO 6063-75 ALUMINUM 25 1 NAIL FIN 6063-T5 ALUMINUM 26 NAB. FIN SHAPED HEAD 6063-T5 ALUMINUM 27 WINDOW STOP SHAPED WINDOW HEAD LVL 29 'CLASS STOP • WOOD 30 GLASS STOP • WOOD O 83.8 33 31 MULLION CLIP 6063-T5 ALUMINUM 32 MULLION CUP 6063-T5 ALUMINUM 33 MULLION REINFORCEMENT PLATE 6061-T6 ALUMINUM 37 INSTALLATION C-CLIP 50 KSI CALV. STEEL 37A IFRAME CLAD CORNER KEY RECTANGULAR WINDOWS NriONx37BSASHCLADDINGCORNERKEY5052MUNNUM 37C FRAME CUD CORNER KEY SHAPED WINDOWS 6083-71 ALUMINUM 38 OPERATOR WITH HANDLE TRUTH-SF3DES 15 DUAL ARM OPERATOR MW ZINC HANDLE MW PLASTIC HARDWARE COVER 40 SCISSOR HINGE 10' LONG. SS. THRUTH 13-16-00-119 (LEFT) 7HRUIH 13-16-00-120 (RIGHT) z o s 4 2 lk 41 BUTF HINGE 304 S.S.: MARIYN 10929105 42 SNUBBER 50 KSI STEEL 43 CAMLOCK TRUTH 16-18 44 ROLLER TRACK TRUTFI SERIES 30706 45 SASH LIMITER MARNN 15808598 46 MULTI-POINT SASH LOCK [TRUTH 16-18 47 ISASH LOCK KEEPER TRUTH 31359 aav xa 9 w 9 I - - BE CEN- 10 LOCAL - U- EICUIT - OF' AN, IMTCNNNG DACES - NEC 701.11 (F). EACRICENCT fflOMDE A IINNIUI OF I FDO T -`UE DI' ATBNIBERE&``Z- 1. ALL 15 MP ANO f0 nNP Ifs W]Li LE'S REWIRE GM A, EWIPMENT EQUI..- IR IINTS MUST TO SITE.. EEECTIBCAL CONTRACTOR IS RE -BLETDEAD -N. -C-C. RECANDEMENTS AD NETENED, A. ELECTRICAL CONTRACTOR M RNUB -Y AND - EACN OCUAT FCR CC OIRECT SNEAXER LOAD AND - REffR TO SP -C EDE-ENT LABEL CA _ SN" T AS NEWRED " MEET N.E.C. R" DEE'" C "' ""' '""' 11111 INON -- 1. TC Ex I-11 1A.S. E ECUIP-T .ARE AT REAR 01` STORE KQSTER TO 1- (2) R Au5. A COMOUITS III BE I' - NOTED OTH-SE. PMENT T --SHEET DESIGNATING ELECTRICAL -T AND D WIREIENTS- BE -WEI-UED - E PANEL B PN,CN ToGrlFID.*-.DlACllllC,lEl - BE BROUGNT T. A-INTION aL 1. ALL EMERCENCY UGHTS MUST HAVE CUNSANENTINT -El UNE 1- I.- "I"' NU5T BE EUNIECTED TO - - JCNINC DRCEIT IN CASE OF POMEN FAI- EMENT . THE SANIE -A. 3. rEMERCEN Y U- - MUST E OB:ENTED TD THE -ESS ATN MOICITED BN - AID SA- E. BEICTES EACREENCI KRM7 -IDED ITNII PC- SAMELURARE, 11 DENOTES 21 - UGNT SP 11CATIONS RACEIAYC1 =- 141: 21 A 7-1 rr SEATS AM, -1 AU-- -N, r N, CONTU TDR. mw/mrA_- -'Ir g-N==r. ?n muzz. RGI, 2 10 A- I NA - E 71E -S" rj:ff ID NMNN STI.%I VA.- K IM V A 'M tgo m AD IxL.Z=7`M0M WOE LIGHTING FIXTURE SCHEDULE SAMUEL OLMEDO ARCHITECT E03 0 HFIME Wil WE N meER MIR' E7= wxwm LIGHTING FIXTURE SCHEDULE SAMUEL OLMEDO ARCHITECT E03 0 HFIME N meER MIR' LIGHTING FIXTURE SCHEDULE SAMUEL OLMEDO ARCHITECT E03 M IA1 I-DAlDE ' DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND -CODE ADMINISTRATION DIVISION Ingersoll-Rand 6810 Hillsdale Court Indianapolis, IN 46250 PERMIT MIAMI -DADS MUM' PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T(786)315-2590 F(786)315-2599 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid a%r the expiration date stated below. The Miami Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the'right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. APPROVAL DOCUMENT: Drawing No "IRF -S07" Rev R, titled "Flush Outswing Doors", sheets 1 through 11 of 11, prepared by the manufacturer, dated 05-27-07 and last revised on 04/14/10, signed and sealed by Thomas Gordon„ P. E. bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control section. MISSILE IMPACT RATING: Large Missile Impact Resistant Limitations: 1. See Design Pressures, Sizes, Hardware and Water infiltration limitation sheet I & 2 of the drawings. 2. Option (A) Polystyrene and Expanded polystyrene foam core options (F) in sheet 4 are limited to Atlas EPS min p=1#/ft3) and Polyisocyanurate El-Foam—H2O0 (polyurethane, min p =200) by Elliott Company. 3. Electrical/Electronic function is not part of this approval, such functions to be reviewed and approved by AHJ. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Cincinnati, Ohio and series and following statement: "Miami -Dade County Product Control Approved". noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance ofthis product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal ofNOA. , ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then. it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # I0-0209.07 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda,P.E. 1 MIAM6DADEC t7NEY: "``NO N--12;03057 4,;iuA:., ..,.. - Ezpirntioii Date: Niay 05 •2Q15 `• Approval Disfe: May 31, 2012 Page 1 Ingersoll --Rand NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's parts and sections drawings (submitted under file # 10-0209.07) 2. Drawing No "EULS07" Rev R, titled "Flush Outswing Doors", sheets 1 through I I of 11, prepared Gordon, P.E. B. TESTS (Submitted file # 10-0209.07/ 07-0829.04) 1, Test report on 1) Air Infiltration Test, per TAS 202-94 2) Water Resistance Test per FBC TAS 202-94(Not conducted) 3) Uniforiri Static Ak'Pressure Test, Loading per TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94, 6) Forced Entry Test, per PA 202-94 Along with manufacturer's parts and section drawings of double flush outswing steel doors, marked by National Certified Testing Lab, Test Reports No. NCTL-210- 3580-2, dated March 25, 2009, signed and sealed by Gerry Ferrara, P. E. 2. Test report on (Submitted under file # 07-0829.04) 1) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Large Missile Impact Test per FBC, TAS 201-94 4) Cyclic Wind Pressure Loading per FBC, TAS 203-94 5) Forced Entry Test, per PA 202-94 Along with manufacturer's parts and section drawings of single Flush outswing steel doors, marked by Certified Testing Lab, Test Reports No(s). CTLA-776W dated February 20, 2002, CTLA-776W1 dated April 25, 2002, CTLA-776W-2, 3 dated April 20, 2002, CTLA-1035W-2 dated Feb. 11, 2003, CTLA-1086-W dated Nov. l 7, 2003, CTLA •1107W-3 dated Aug. 05, 2003, all signed and *sealed by Ramesh Patel, P.E. 3. Additional test reports 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94. 2) Water Resistance Test per FBC TAS 202-94 Along with marked -up . drawings and installation diagram of double steel commercial doors, prepared by National Certified Testing Laboratories Inc., Test Report No. NCTL- 210-03-0514- 11, dated August 31, 2004, NCTL 210- 03-3511-1 dated 04/09/08 and NCTL 210- 03-3549-1 dated 08/26/08, all signed and sealed by Gerry Ferrara, P. E. 4. Reference test report No.CTLA-1107W for strap anchor qualification. C. 'CALCULATIONS (Submitted file # 10-0209.07107-0829,04) 1. Statement of compliance & anchor verification evaluation report, dated 04-23-2007 and last revised on 07/14/2008, prepared, signed & sealed by Thomas Gordon., P.E. 2. Evaluation report for Hinges dated 09/01/04, prepared, signed & sealed by Thomas Gordon., P.E. k" E- Uri ttic- ldhaq 1. Chanda, P.E. Product Control Examiner NOA No 12-0305.14 Expiration Date: May 05, 2015 Approval Date: May 31, 2012 E-1 Ingersoll-Rand NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED r D. QUALITY ASSURANCE BY 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS (submitted under file # 10-0209.07) 1. 1 Test Report No. 03NK2370/R145081, January 21, 2003, issued by Underwriters laboratories Inc for "Surface Burning Characteristics of Building material" per ASTME84- 00a and self Ignition per ASTMI929D for "Blfoam H2O0", issued to Elliott Co. of Indianapolis Inc. 2. Tensile test report # CTLA-776W (0194H), dtd 02/25/02 prepared by CTL Architectural Division, sheet samples, tested per ASTM E8, signed & sealed by Ramesh Patel, P.E. 3. Tensile Test report No. Al03W1-Test 1, 2 & 3 dated 23 APR 03 per ASTMS -8 for steel face sheet, prepared by Certified Testing laboratory, signed and sealed by Ramesh Patel, P.E. 4. Test Report No. NER-384, reissued dated May 01, 1994, issued by National Evaluation Service Inc to Huntsman Chemical Corporation for "Expanded Polystyrene EPS" for grade 86 & grade 54 for "Surface Burning Characteristics of Building material" per ASTME 84. 5. Test Report No. 16206-122543 (101SP200(3)), dated November 29, 2004 for " Surface Burning Characteristics of Building material" per ASTME84 and self ignition per ASTM1929D for "Polyisocyanurate" issued by Omega Point Laboratories, Inc. to Elliot Company, Indianapolis, IN. F. STATEMENTS 1. Letter of conformance to FBC 2010 "No financial interest" dated 02/15/12, signed and sealed by Gordon Thomas, P.E. 77 2. Statement letter of conformance to ItBC 2007 and no financial interest, dated Feb 03, 2010, prepared, signed and sealed by Gordon Thomas, P.E. 3. Laboratory Compliance statement issued as part of test report, 4. Addendum letter dated 3/15/10 for test report NCTL210-3645-1, issued by National certified Testing lab. 5. Letter of certification dated 04/20/10, issued by Ingersoll-Rand for electronic CO lock series mechanical /functional parts same as AD, ND and AD -M series. G. OTHER 1. This NOA revises NOA It 10-0209.07, expiring on 05/05/15. 2. Previously consolidates NOA (s) associated with this files are NOA #10-0209.07, 07-0829.04, 02-0712.01, 02-0712.03, 03-0908.03, 04-0203.03, 04-0303.03 and 05-0103.01. 3. Consolidation Test proposal # 06-2468, dated 04/27/07 approved by BCCO. 4. IR Locks & Panic devices brochures / catalogs supplied by manufacturer. shaq 1. Ci ands, P.E. Product Control Exanxiner NOA No 12-0305:14 Expiration Date: May 05, 2015 Approval Date: May 31, 2012 E-2 MORTISELOCKSETWITH CYLINDRICALLOCKSEI CYLINDRICALLOCKSET CYLINDRICALLOCKSET SURFACE VERTICAL CONCEALED VERTICAL OEAOBOLTFUNCTION Itr T14ROW LATCH VV THROW LATCH W4•THROWIATCH RODEXITOEVICE RODE)RTDEMCE NIIORTMT[R Y r.fawwl Ila alumu Nmla aAlD1 N1LTRam11 tunl ATfvi i Yn i.® ais•am 2 I n e Aei t #T bb# aenAffe fmTAaca. OY 11T.f O .NEf af>:tAntea utansa fYl fllf. O/I1M. 11 4r MAX. DOOR 4a`MA76000R 4e" OPF.NINO WIDTH OPPRINOWItITH OP# Yam NAlnl f f IINt Y M YMfaa N1 aLTM1faY IMLlItAlCll a.illnT a Nn:TIlA71p1 OIRTil7 4 INumAaua•wo 8 neo17676 nex"1® • 6 mm fntAasa teenme. uumea •!;tame. uiA 1 f O A A YAww. AUYa IvaaMTlvf nTLTIfA7NN PtTYamM ' MIC71nTmN teRtaAtlMt Iv alLntml Wt_TLLmM YIR1Kflo// fNR1Mme VC71LL1N7 7 nor i°`f n B iti mf uuer ^'at"i amaomn sm+wtuun wouavun9nTnamnnuomux® a Irtanm ntm ArT n ai7O 171) Taaea raavau. asTAmaa :avtua v#tubie. aeaTAalea OT-wa UTAWea u 65 # TA.lea f0 55TAa{L nrc. of •YrY a•ur. Wpm. ame oY • THREE-POINTLATCHING RIM RIM MORTISE EXR'ALARM EXITDEVICE EXIT DEVICE EXftDEVICE EXITOEVICE LOCK NOTP9t 1. INTERIOR VIEWS ARESHOWN FOR ALL ELEVATIONS Z SEE TABLE S ON SHEET 2 FOR HARDWAREAPPUCATIDNS AND UWATIONS BE SHEET ] FOR HOME REQUIREMENTS 4. SEE SHEE74FOR ANCHORINOTYPES AND LIMMATIONS 8.89E SHEET d FOR WEATHERSTRIPPING INSTALLATION DETAILS AND LIMITATIONS se PIll+ Irwla ald4 StIdInCod. Am plaits a 4aplra0oa#fat S MIs1 wDad ProduttCocod DMIIoa Jpp Imam urr.nlnu vTluln a,twL Vingersoll Rand Soetally TodmoINIm AW1-OAOE PRODUCT APPROVAL FLUSH OUT'WNNG DOORS AND 1 IR COMMERCIAL DOOR OPENING S07 X11 aTawfn•ta ' lYAvl,glafaW rffara.ent. REV.IS I ONS DESCRIPTION DATE APPROVED APPROVAL DWG YHF 09/20/07 REVISED 33WG RAP 10/11/07 REVISED MVG RAP 12/10/07 REVISED DWG YMF 01/04/01 REVISED DWG YHF 03/31/08 REVISED DWG YHF 06/02/08 REVISED DWG YHF 01/20/10 REVISED DWG YHF 04/07/10 CYLINDRICALRIM I W DEADLOCK.... t_ EXIT DEVICE urr.nlnu vTluln a,twL Vingersoll Rand Soetally TodmoINIm AW1-OAOE PRODUCT APPROVAL FLUSH OUT'WNNG DOORS AND 1 IR COMMERCIAL DOOR OPENING S07 X11 aTawfn•ta ' lYAvl,glafaW rffara.ent. Maxlfitm ITealgn Prowum, Maalmum Door R E V I S 1 0 N S PSP op ng ats.ln. Locking Hardwaro Daaerlpdon Door Conagur Oort Cammanb LTR DESCRIPTION DATE APPROVED Poalllva Naostivo Widm Halght Maldwara Family MadaVaerles Saltie Models IR Brand A APPROVAL DWG YMF 05/20/07 76 78 A8 99 Manisa Leek ULVOAt101AD N8 104072 8cNa0o B REVISED DWG RAFFunctionswithtlootlaol4 10/11/07 1 7e 76 48 of Manion Lock M ANSI Faf. WA, min. lh ow loth A C REVISED OWG RAF 1' min. Ihmw doodaoll 12/10/07 7e 7e A8 Be Morton Lack ANSI Lockncllm I funn0ona vAlh outabd4 D REVISED DWG YMF 01/04/00 6600 aeNape y4•min. tnroW E REVISED DINO YmF 03/31/002e8no4eanCyflntlrlcalLmckAL10.025 acNago ire throw lafeh F REVISED DWO M 06/02/0070666As9eCyndddniLackDINOfADCY1. 10-075 3rddapo 1f2• Nmw latch D REVISED DWG YMF 03/03/09. H To ss 43 ea cyuarrtdraltJt a NmaD CYL 10-025 aeH9pa ttv4• uwrtrdrh REVISED DWG YM 14/07/10a7576As96fylladdeaiLodiTANSIFalconWthroWfatch 76 TO 4e of Cyllnd&ml Lack 6100 ANSI lAcxnalW/ Wrtbawfatoh - 70 70 40 >b albrlace Vanical Rod 9ygtm(F7 299F/A09PToP, van DupdnExitowee30,41.12481A Bdtm1 5 70 70 AS 99 Sudafb VM11MW Rod Exit DWco F)1a•V 0788 TOP, 2100 B9llam Manach TO TO 48 99 amrece Vantal Rod IBM Denim VW5-V 37aETop 2130 Bottom F91xab To TO ' A8 as Canwolat Voroeal Rod Skit OW. 9047• 7 Sia Tap. W Boltom Von Dupdn iIMmIIE{I Variant 1 fir 8%,60,Caneoaiedtl7e7a4801 Aad Sx0 Jrb FYa-C 4181'fap 2100 Delforn Monamh J4LT TO in As soConosated VerticalT Rod Exit Dmica F+'a-C 1110 Top 2100 Bottom Falcon Rara 1r 7 TO 70 as to Thr—Polnt Latching 997Q957(t7 292171400117oyMl6tle, VanDwft J Devito2041/Z4aW Bottom 70 TD As 98 Rim Exit 0"to 91!90(171 29VF14LVF Von Dopdn 8 70 TO 46 96 Rim Exa Do9ce 88•P 209 Von OupdnlROIV) 81.011 RII mma 7o T8 b 9e Rim Erb DWce FIOL.l8-R F5TO Momrclf 001011 a=wilhlka Fonda 9 TaH00 am)nrnz 7ar10D aswraL 48 99 Filmm Exit De 11998+96 (177 11=954 Von Oupin f9p(rall owpi Oahu` To 70 A9 98 Madloe Exit DWce OWM5(P) ITS Von Dupdn a AM.In 70 TO A8 9e Manfaa Exit OWED 6076(171 575 Von Dupdn DI1Ilk* 10 70 70 As 98 Montag P.alt Delco F)16M 1279 ManartT Te 70 AM 9e Manran Pall DWca Frm-m 1270 Falcon 1 11 18 8a as iM Edi Mann Lack 2070 GUANO-% 2ffT Van Dion qLsoCy(.Deadlock sa0rym0ala00 10.925 Schbga12 ea as 4a so CTL Doadock D40=00 011011.0001001 Falcon Dab na9eb u-mcbm L4oay1fR4W40 10 70 60 b 81 Ran Exit Dwjca I R2&R E111371499F F.I. fAdCa94a71a TABLE 1. 11°Wa RAF's Ingersoll Ran d NOTES: Security Techr cloglea 1: SEE SHEETS 7, 8 9 FOR COCKING HARDWARE. mm O,Rtblxxl WWII WE— Z.. DOOR CONFIGURATION 9 IS RATED FOR MAXIMUM DESIGN PRESSURE 1100 PSF WHEN WATER YMFI MAW" FLUSH OUTSWING DOORS AND HA DWARE CONFIGURATIONS INFILTRATION REQUIREMENT IS NOT NEEDED, AND UP TO +75 PSF WHEN WATER INFILTRATION IR COMMERCIAL DOOR OPENING 5 CLE FLUSH DOORS. REQUIREMENT IS NEEDED (SEE TABLE 3 ON SHT.5) nuym sr> Na RF S07 H3. SCHLAGE AL-SERIES CYLINDRICAL LOCK, door conflgu(abon 2, IS LIMITED TO f55 PSF MAXIMUM DESIGN PRESSURE SSD t^rAn NTS AUTOCAD 2-1 11 M104rwotl1 PRODUC'tRCNSWBD amAwt. P1ta1Qa 1' uaff "MIL BaWlni Gbde. 1 AmPuawN o t, Y>,pinHoaDt -w aa7tl (l v L — a or K= 07 G DOA. OWan P& Dat. A!!ml OR HINGE IV Mon.OH 46818 REINFORCEMENT Fbildat4a719 I eetnate aa i +.a..we ` I er4+. To tcul I _ !!!! w.Aa CL Or la= ' - reRca,r I /w-" um\ UVERAU I 4 `— G Y f{ 7 TABLE Z. untr Ca Q7 Ga HmON1`I0o• i RMF HINGE fi a or KIa7E KEIHFIOlCEHE}fT I 1 uxl, u J I orwexra. NI2-24 HACHIRE Ea SCREVS ii- - B R Hr Ilalq I I TOP 6 BTTH < MIN.. LODBUTr NCE MIH SIZE 45- X 4.5' SIO. WC (.134• IAN.) OU7SWNO 50161.E FLUSH BOOR IVES 6889 Cel ALL OWNS TYP(ICN UN SLa5P1]7flm 011{ERYASE STOANLEY F17B/I9OG TIMR VIEV naa 906 ctvmNu= FCNGEIliMAICtFAMEIVES172}10, 224FRD, BBB & 700 SERIES i/4'GBIHD C/4O 1Nre SELECTS1.11HD 114 Y 1-3 4 HAGER 780-800 it T80-724HD WOOD MARXAR Fit -300 & H0303 AS FUMUIREO 1 ABH A5o0 & A24OHD OVib NDOOWi YIN. INSTALL0014 DETAIL NOTES: 1. ONE ROW OF PS074 WEATHFRS•1RIPPING PER JAMB AND HEAD. INSTALL PER SN'F.5 2. ANCHOR RELUWEMENTS: tO aUrctnOAHetDNr SEE SLEET 4 FOR APPROVED ANCHORS AND INSTALLATION. \ 3. HINGE REOURE77D= 4.5' STI) WT. MIR. FOR DOOR OPENING UP TO 90' HIGH - MIF (3) MNGES FOR POOR cpENING OVER 98' - 95- RICH -LAN (4) MINCES SLD LOCATIONS: 9.75' FROM RABBET IN HEAD 70 CL OF TOP HINGE 10.38' FROM FLOOR 70 CL OF BOTTOM HINGE EQUALLY SPACED IN 5ETWED& HINGE LOCATIONS MAY VARY. MAX SPACING DO NOT MEEDD 33.6 - APPROVED CONIINUDUS HINGE MODEM IVES 112 H0. 224N0, 8006 700. MARKAR FM -30D, HC 305, STANLEY BBIND HAVER 780=224HD. 790-900. SELECT SLIM ASH A500 & A24CHD 4. SEE SHEET 2 d. 3 FOR A(INLABLE STANDARD OPENING SIZES AND SPECIFICATION& 3. HARDWARE INSTALLATION AS PER MANUFAOTUR&S INSTRUCTIONS. 4- FACE'HEAD IS AVAILABLE FOR FRAMES. 7. APPLY CAULK AS NEEDED. WEATHENSTRB'PINO, SEE SHEET S. w t.0 nt .t . n :IA!l ihTLiI LIAI • ` 0!!1R!a L11 • ci I; U1'f .{n • dLiii l y a Rei i (a 4 7.rI i7 9.I FY 4Y:7 i i s. r a>. u i •n;; t r. / 1, 419.1 ~"I Fi tlN'/:1:IA; r. t a I atitt[+%milm sTfr99:rsnnsr:tF+i4irr t Itch>.s,tt7r 97:r.m:r-n.:r a.;rss ti i>t tnte'iz >s WHEN WATER IHFB.TRATION IS NOT NEEDED INSTALL MATHERSiRIPPINO PER SHT.S TO SUIT DDIR WIGHT ONE ROW OF PS074 WEATHERSTRIPPING PER JAMB AND HEAD. \ WNEN WATER INFILTRATION IS REDUI7ED - INSTALL PER SHT.& 8. SEE SHEET 10 FOR SECTION A• -A. SEE SHEET 11 FOR $CIONS 5-5- 10. EL&IRICAL DISTA13AMON R UNDER SEPARATE APPROVAL AND MUST BE REVIEWED BY CORRESPONDING AUTHORITY - 11. OPTIONAL, POWER TRANSFERS. MONITWONG SWRCHE9, SUPPLEMENTAL MAONEDC LOCHS MAY BE USED AS ALLOWED BY CODE AND R DOES NOT EFFECT 1HE-M$XAMCAL PRCPQLTIES OF EXIT DEVICE AND/CR W118TT ELRES& 12 ITEMS 18 THROUGH 22 REQUIRED ONLY IF WATER INFILTRATION•18 8EEOm. Ingersoll Ran 88wdty TBChR0IO9I0B ARME PROJMVION TITLE: LAAMI-DAIlt PRODUCTAPPROVAL 0A A DA7 P "rt'm H -SERIES FLUSH SINGLE DOORS OUTSW7NG) IR HARDWARE 1K JU/ ..I JPD NTS I AUTIMAD Ie 11 R E V I S 1 N S DESCRIPTION I DATE APPROVED APPROVAL DWGS, YMF 05/20/D7 REVISED DWGS. RAP 10/11/07 REVISED DWGS. RAP 72/30/07 REVISED DWGS. YMF D1/G4/0B REVISED DWGS, YMF 03/24/08 REVISED DWGS- YMF 06/02/08 REVISED DWGS. YMF 03/03/09 REVISED DWGS. YMF 04/07/70 w t.0 nt .t . n :IA!l ihTLiI LIAI • ` 0!!1R!a L11 • ci I; U1'f .{n • dLiii l y a Rei i (a 4 7.rI i7 9.I FY 4Y:7 i i s. r a>. u i •n;; t r. / 1, 419.1 ~"I Fi tlN'/:1:IA; r. t a I atitt[+%milm sTfr99:rsnnsr:tF+i4irr t Itch>.s,tt7r 97:r.m:r-n.:r a.;rss ti i>t tnte'iz >s WHEN WATER IHFB.TRATION IS NOT NEEDED INSTALL MATHERSiRIPPINO PER SHT.S TO SUIT DDIR WIGHT ONE ROW OF PS074 WEATHERSTRIPPING PER JAMB AND HEAD. \ WNEN WATER INFILTRATION IS REDUI7ED - INSTALL PER SHT.& 8. SEE SHEET 10 FOR SECTION A• -A. SEE SHEET 11 FOR $CIONS 5-5- 10. EL&IRICAL DISTA13AMON R UNDER SEPARATE APPROVAL AND MUST BE REVIEWED BY CORRESPONDING AUTHORITY - 11. OPTIONAL, POWER TRANSFERS. MONITWONG SWRCHE9, SUPPLEMENTAL MAONEDC LOCHS MAY BE USED AS ALLOWED BY CODE AND R DOES NOT EFFECT 1HE-M$XAMCAL PRCPQLTIES OF EXIT DEVICE AND/CR W118TT ELRES& 12 ITEMS 18 THROUGH 22 REQUIRED ONLY IF WATER INFILTRATION•18 8EEOm. Ingersoll Ran 88wdty TBChR0IO9I0B ARME PROJMVION TITLE: LAAMI-DAIlt PRODUCTAPPROVAL 0A A DA7 P "rt'm H -SERIES FLUSH SINGLE DOORS OUTSW7NG) IR HARDWARE 1K JU/ ..I JPD NTS I AUTIMAD Ie 11 I TO ORDIIT FlLlt71 FRAME U Wf1nn snm AufT4t1R AND BLOCK WALL. ruAr. T :'a'SAXm1"111 Lair nr aC uxr, onmlAOrr2rOLD IOR' OTLDOV. W; 4' % d• 0 D'11DitNA10.T T T7.MAX0.4 jaEm 1v emeWA)L ¢ 17aOA OI d WL m7• Iml AIL/ O 17 DL T MAL Y + BASE A 0M i, ( 0.Dr0 of AtaAaFARq 17 aIIL MAX At,t/.TON YEll=:: USTAL W TO BE m7'Ou, ra, F-AlICF10 'y X 1A/4' WAX (1) I+) TDTAL PW ' r AHCIIOR 91/4*UAL MASONRY BLOCK WALLS 1/r EE TOOD M1. WALLS SND vot+xt0m IN E ANCHORAirq m 11KE/ SAS' x %w • 8 oA T LRB{ 7 rr Yntr]B 99A YORE MASONRY ANCHOR q YDA.x m rw', URZ 1W WOOD STUD OR UNIVERSAL ANCHOR LOCK -IN OR WELD -IN) F Ms'nW_.D.HL55DW+Y ANCNOR (FM AI O P1OR1Nn MA_CONRY ANCHOR ![:MAI INTa CONQtETE WALL aR llu YATH LAC DOLT INTD WOOD SAID WALL MAX YAL r.5 ice:' 113' 0.0.YAL T•; n•T-zx f2S' 41 x Ir tiTIAL 214m aPKLJ 1/4• MAX 0 4 D3N0 h• 11• 1•ry tom i r4yF YAL +:?:S CL Or AIAHOR A JPD 41 UAL I • • t ' r^' RUER TO i DISIALLAVON O 1 . a• MAX Zu. I LC, 1— 17A' D ppxiDp 71.8' 0.0.MAL ELL OF ANGIO; STEEL STUD WALLS. SEE NOTE 1. R it S K9 UNTVEASA STEEL. STUD ANCHOR ANCHOR WELD -1N OR LOCK -IN WELD-mri mII1 a COTAIL'V' NAT SHAPED STR7104319 1imACCSSH s t.7S AND BTIDID 7OMH R w AT TDP AND Bar= EWP IM T_ ifar' 11.71 YAR YA1 tRfmCR w A ORODUCTRENBWBD K E amrnp171npWllh183P1D7IQA LTR IaESCRD'T10N DATC APPROVED IIDLDBBCaO. xq Una IN Ir A APPROVAL Dva RAP IVIG / 7caEvtsea »vG RAP 1'VIa/07 Duff BtlfJ D REVISED DWG Yid jawwan F REVISED Eva a REVISED DWG V I S T FI N S l alAQi EXPANDED SRP- FOAM (8) PO(p LYURETHANI i C tS W-'. BY ELFOAM. DENSIT Y:2 DENSLY!/ 1 D MAX tiTIAL 214m aPKLJ 1/4• MAX 0 AB REDUQIED \ / HD ma r i NOTES: M_ (sIFA. STpuLTDRAL W61eDt9 Or WOODDMAFNIDr'IEiI- WALLS YUSr BE DMMED TO CARRY AT LEW 311 NFT. IIIAO FM ASSFHDIIES RATED 073 PGF, AND 410///FT, POR ASSEMBLED RATED OtOO PSF, SHICH SHOULD DE W7MED DY THE APPROPRIATE OFFICIAL 2 IMER OF ANCHORS FDR•YUDOUS OFEROQ HDOHIS IS 1Xt 1 FIt4BY U M WBIANCE BETWEDI ANCHORS. END" PONFO MATERIAL Lf1OM+ WI11tpDT 00011 OJIOLJIS ANDPEIHFOYCAUtXMOMLQRSASNtIDm. I.F,FRORA S=ON ANCHORING1f AND 19 RP9tn MWTSEE. 3 AriIT L 11.5. 0.0JI tom i DOOR ax LL p D JPD w A ORODUCTRENBWBD K E amrnp171npWllh183P1D7IQA LTR IaESCRD'T10N DATC APPROVED IIDLDBBCaO. xq Una IN Ir A APPROVAL Dva RAP IVIG / 7caEvtsea »vG RAP 1'VIa/07 Duff BtlfJ D REVISED DWG Yid jawwan F REVISED Eva a REVISED DWG V I S T FI N S l alAQi EXPANDED SRP- FOAM (8) PO(p LYURETHANI i C tS W-'. BY ELFOAM. DENSIT Y:2 DENSLY!/ 1 D MAX i '•.' O i1sT . Z r" '' ' " + yP 1100 V YDL 80.370• t41H Y COImiER OR YOL WOELDDIiOAOIRiMRUOLWCJRAWLTBADYItWALLPVAE71DOLT RWH%AD TRiROIT NCR DINARMT I IF(Qyyl{1IRD1' Vu^^ Tyi1{If i' 1' VVVl llllr^YY LEK K—cit+• mA•u ANCIDR WtI D—IN 214m aPKLJ 1/4• MAX 0 O mamA+a u0 oat W/3• IDN. COUOtr WOOD STUD WALLS SEE NOTE 1• wA«u uDrDR HELD—IN r i NOTES: M_ (sIFA. STpuLTDRAL W61eDt9 Or WOODDMAFNIDr'IEiI- WALLS YUSr BE DMMED TO CARRY AT LEW 311 NFT. IIIAO FM ASSFHDIIES RATED 073 PGF, AND 410///FT, POR ASSEMBLED RATED OtOO PSF, SHICH SHOULD DE W7MED DY THE APPROPRIATE OFFICIAL 2 IMER OF ANCHORS FDR•YUDOUS OFEROQ HDOHIS IS 1Xt 1 FIt4BY U M WBIANCE BETWEDI ANCHORS. END" PONFO MATERIAL Lf1OM+ WI11tpDT 00011 OJIOLJIS ANDPEIHFOYCAUtXMOMLQRSASNtIDm. I.F,FRORA S=ON ANCHORING1f AND 19 RP9tn MWTSEE. 3 AriIT L tom i TNDm i YF p D JPD Ymr MLEM 11 01EE H2O0 1 10 STEEL. STIFFENED HAT SHAPED SECTIONS is/Fri 22 OA. MIN. t. D Er ====ZZZZZ= EE Fir • 1 L ••+ •• • A • FT E) TEMPERATURE RISE CORE IF EXPANDED POI YST -'E FOAL KRAFT PAPER. MININALT18ER BOARD Y( ss 64AS. 19E1I6FF1 1.0 L9/F1 DENSITYt17f1.5 LBS/FT3 R POLY130CYANURATE H2O0 B ELFOAM. DEHM-2 LDS Ingersoll Rind Security Technologies t'AQ7 FRAME ANCHOR DETAIL^ k 1NSTALLATI N DOOR CORE OPTIONS. H TABLE], TABLE4. PERIMETER SEAL HARDWARE WHEN WATER INFILM-11ONREQUIREMENTLTR R E V HFscNtPrmnI S I Q N S PIDRIMETERSEAL HARDWARE! WHEN WA7ERINFILTRATION REQUmwENT DATE APpROVEM YIP as/20/07DOESAPPLYDOESOOT•,APPLY ITEM NUMBER PART INSTALL A APPRDVAL SMO I REVISCII DVDITEMALLOWABLE NUMBER DESIGN MODELNcJ PART INSTALL RAP W11/V7 RAP IE/ID/v7 BHT 3. IIEBCRIFTION PRESSURE, MANUFACTURER OtTA1L APER SHT3. DESCRIPTION MANUFACTURERACTURER DETAIL PER _ DETAIL t, C RM31M DWO YNF DI/v7/07TABLE2PSF, UP TO, TASLE2 11 B55BYZEROINTL Ti' Thvmnti THRESHOLD DTa95uoorn II REVRSEII OV4 P.E Onis Loud E REVlsm ov611, 555TZERO INTL T1' 'P1' THRESHOLD +75 Y1P Di/D]/DH Y1P 11"0311150501NGPTT 'PT 950 BY NATIONAL GUARD T2' NwR,ONA5010 Tlalda t A0716 14 FAB-SEAL DOOR SWEEP STEELCRAFf .y. H' 1] F8-074SELF AOHESNE STEELCRAFT • 'Q' •J'6•LI F REVISED DVa G REVISED Dv8 H RLVSSEII IIVD 14 FA5SSAI.SWEEP +76 STEELCRAFT 9' 'P'4'PT YNT' o]/DS/0B 150R1] SELF ADHESIVE +75 S144FTZEROINTL 'U' .A1 +y .N YNF DVD7/l0 DOORSEAL PSOT4ISTEELCRA Q' WEATNERSTRIPPiNO 23 DOORTOPCAP STEELCRAFT 'R' jOPTtONAL NOTES; 15 DDOROWEEP +75 5302EROINTL 'W1' 202N7NOP 9W2' maDu rm"mm 1• SLOT LOCATIONS MAY VARYWITH C fiEEELEVATIONSHEETiFORDESIGNPRESSURERATING9 Ov1dIpRC„ anyIHII11Lfltvtda Z130ORSWEEP RIGID SECTION 19M IFFERENTDOOR WIOTH. EOFPRO•FAXt/PD499 20 DOORSWEEP +75 1391ZEROINTL 7C 'P1' 4781ZEROINT'L "I'llM. ADJUSTABLEZ1 STOP 7fi 170NINGP Y1' AeapuvmJJN -0 POLYPROPYLENEHOMOPOLYMER, Lapindm as r 3. DOOR SWEEP FLEXIBLE SECTION 1 MDE OF SANTOPRENE 6101.73112EROINT •Z1• 'Pt' RAIN DRIP CAP 75 4. FAS•SEAL DOOR SWEEP (14), AND ESHOL13(11) ARE22BNOPP2gumDrMr '+ pyo REQUIRED FOR ALLINSTALIATIONS. 23 1 DOUR TDP CAA +75 STEELCRAFT I 'R' I 'M' PARTDETAILS PERIMETER SEAL INSTALLATIONDETAI WHEN WATERIHFILTRATIDN 47.655 REQUIREMENTS DO NOT APPLY 13 B.E9 PLE7UR15 2.91 1, X17,3—r 17J'S 3.41 NGD sm"MI Q.'1n 450 nownaN1 40' •r ROD [EO11tR1 I T T—( ('-i' -- — as Nos i 13 F-----^av0 wo— a — — — 4TS r WHEN WATERINRLTFLATION WHEN WATERINRLTRATION ta+r _ __ _ ___ T REQUIRENUINTIS RMED-MAILDP-47111`9P REQUIREMENTIO NEEDED-MAX OP•-7AP5 saztrOl t3 Lw i~ I a Afl. pIrm L" rIEROUITLNi ETNOID NATIONALWAnD ILETRIDONOID NFR.TRAMN I' V7A1 R vmf RtRAPPRUMM11WATE1NRHclucatS,mm "UtUt H!!N! p, j,7At 11 REOUREARIfT.OIIOLl OOOEI 11 OR NEOPRENE BUMPER 13 VfEATHE7IATRIPPINi1 ® FAb6lAL000A 6riLlP vAtt v.'T Ur ar L ne`rc I/r vr— uer xH¢ turn OETAa'J' nAa' NIWE JAtO aw W fR'-j Ur > d t.7r oar r.od.. ttm' P.'.••'•-t tsrit4rnta aar tar4 PFAI4ERR HOORHIALINBTALU NIN NMO ANOJAURS zeabLU tar • • lUL ifCW1iBYtmAILVnTAOLsi1T0P nm D'I . w r+ IFAX Lar Aar 'd/ D SIX412D.! ID 7o JAM muc NNW R Q CD/DRT 4 • IXcm TAIL`tl7' OETAMM' OHTAR 4L t,p O'tV= 1BDOORDEAL © DZDaR017p21NapSTONOzam11IIOP11 ®yE Art R' OR /IDrt4/r r! DOOR SEAL bt70R HIV!!!' AOJUiTAHLE 7R MWDAIp CAP MIN DRIP CAP MCA TOA CAP AS PERIMETERSEAL INSTALLATION DETAILS WHEN WATER INFILTRA-RON REQUIREMENTS APPLY wrAnwmemnvANvuupnTAwlvr TxtAmvrP.lvnnrnurvt v 173 PS F n 350 PSF HOOT RAMUi Z,e I Ingersoll Ran gy m I t SacurRyTechnotaults ra oat a 5063' os 1 TFMD ANDLC PRa16T1O7 TiTiE N1Mil-DARE PRDDUCf APPRDVAL YMF' SINGLE SINGLE FLUSH DDDR PERIMETER SE L HARDWARE. M3751 TT DDR D CLEARANCE 0.373' FLOOR TAPCW T a 1/4'SI-5 4' T.. CLEARANCE CR /IDXI-3/C 1n APPVva N&u ON 010 AL-P IRFS07 H n 711"MTOPOPOtlORA1PJ10711"M`oP b"I" A599. 5 or 11 _- N71C--JAMO ZEROWSAINERLLATINO MOPWLLINTIlTRWPND eIv_PsrwsTAt.uTNw MI[ATItlRHRI PINO ANOsaLtusTAlLAnat AHOe1LLINaTA1uTION D o^0^0 NTS AUTOCAD A 1 I JAMB HEAD NOTCHED AND BOLTED ON TOP OP JAMBS CUP1TO HEAD JAMB HEAD NOTCHED AND BOLTED BET1VEEN JAMBE I HEAD NOTCHED HEAD SRS ONTO BUTTED BETIVPPNJAMBS OFHOICHEGJAM y0 x5/8 TRUSS HEAD SMS AVAILABLE DOOR PANEL CONFIGURATIONS TYPICAL FRAME PROFILE 1 1 DOUBLERABBET 1 %mum MAX 4r I r VNORIMAX ,r -I eMAIX o a OPTIONAL FOR . HEAD SECTION 2" I r 0.825' MIN. DOOR SIDE PANEL 1.838" VARIES!HFJOHT MAX. 88• 5 73' MN. OPTIONAL FRAME PRORLB SINGLE RARRET e MAX. ELUBH EMBOSBCDPANEL OPTIONAL FOR T_ HEAD SECTION 2" MIN. I I YADOtlCTiL6RCW811 ne.mpt7l.Q llh nutMLNt DDDR SIDEt B.IdM1 Cod. 0.825" MIN. Amyt nnNe:O 1,838" VARIES 9Ph.tl®DAL`_ r_s AIS• Gonion PE. Damvu R MIN. yB, m nl Wde Dhlilea Fluff.t,erls D• S" BE MBLY ILTR I DESCRIPTION 11 DATE I APPROVED I A I APPROVAL DWO YMF 05/20/07 MIN. 30.1 MIN. 44.7 WG RAP 10/11/07 CRS 16/.053" WO RAP 12/18/07 SEE SHEEP TEMPERATURE WG YMF 01/08/08 I8 STEEL STI Fn PREVISED WG YMF 04/68/08 VARA 3. FOR MATERIAL SPECIFICATIONS REFUENCE WG YMF 08/03/08 r-/) Ingersoll Rind Ta/.Os3" DWG YMF 03/03/00 H REVISED DWC YMF 04/07/10 TABLE A_ M. aIr nn.,o nn nre,oi•nm,c CORE MATERIAL PER SHT.4 AXIMU OPENI SIZE T SXIN MATERIAL OESCR.. HONEYCOMB MIN. 30.1 MIN. 44.7HR5 ' Aim POLYSTYRENE VARIES CRS 16/.053" POLYURETHANE SEE SHEET I GALV SEE SHEEP TEMPERATURE TABLE t Mill. 14/.067' I8 STEEL STI Fn MU 5.75• MIN. VARIES SEE 13E HONEYCOMB VARA 3. FOR MATERIAL SPECIFICATIONS REFUENCE I OALV SEE SHEETSTAINLESS r-/) Ingersoll Rind Ta/.Os3" POMRETRE HAANE TABLE 1 Security TeehnalOglas TABIC 7. 979VL MFCHANMAL PROPFRRFR MATERIAL ASTM REF. YiEW TERSR.E CRS A100S MIN. 30.1 MIN. 44.7HR5 ' Aim MALVI ASO A924 SS -304,30 A24D MIN. 31.2 MIN. 73.2 TARTF R_ AVAILARLP FRAUFI CONFlOL1RA11rVJR FRAME JAMB UAW, 0 E IN51 MATERIA SERIES DEPTH T DESCH. X JANCE FROM VARIES CRS/HRS 18/.053' A 14/.087' F 5 SEE SHEEP 0 LV 12/.088' 1.1. MINIMUM JAMB D" - 5 3/4. STOP HETI Mill. TABLE 1 5TA1 STEEL 18/.053" MU 5.75• MIN. VARIES SEE 13E CRS RS 18/.053' 14/.067" 3. FOR MATERIAL SPECIFICATIONS REFUENCE I OALV f1:Bi"gT.LAIIVu" W0795 1. DOOR OONSTRUCTIDN wW'eA'1 RIe.1 1.1. MINIMUM DOOR THICKNESS - 1 3/4• 1.2. DOOR SIZE MAY VARY, SUBJECTED TO COUP FLORIDA ODE JANCE FROM 2AFOR AVAILABLEPRODUCTV MANUFACTURER (SEH SHCEET W Z FRAME CONSTRUCTION YN 1.1. MINIMUM JAMB D" - 5 3/4. STOP HETI IT - 5/B' LE AS FLUSH TABLE6)) ANO MRIT-SE ( UUP- EERILS) (SEE 3. FOR MATERIAL SPECIFICATIONS REFUENCE TABLE 7. am RADIUS r-/) Ingersoll Rind I) me0 AN P Dimnnl Security TeehnalOglas TITLE MIAMI-DADE PRODUCT APPROVAL Ymri waoror FRAME PROFILE, CORNER DETAILS AND DOOR FRAME MATERIAL, AND SIZE OPTIONS JPD I WI/.f 1M a 4X 0425 SEX BOLTS EVICE THRU BOLTED WITH IU -24 MACHINE SCREWS OPTIONAL) D } LIK LATC.26B STRIKE STAINLESS STEEL) m4lT}[pp,Ng H I{ N S1 CROSSBAR LATCH BOLT CENTERCASE 4) X 8325 SEXBOLTS (MOUNTED PRODUCrRSNI;WED R E V I ON OPPOSITE DOOR FACE) FASTEN A. —pt Flotidr LTR DEsCRD'TION TOP AND BOTTOM LATCHES TD DOOR Dams"oma' A0" Una u A APPRDVAL DVOMOUNTEDWITH (7} pT/4-20 MS) tFlrevoaDetr - 299F/499F TOP STRIKE l t 4 8 RCVI=VI= DVO SEL) MOUNTED WITH PS Det. a yq attd O REVISED I1V0 3) X10-24 SMS 37w 0 D REVISED DVB Fy MIN. -120 KS1 F6d # 4471fo40 F R1 vzn DVB NOTE B REvmcn DVBTOPLATCHELECTRICALFUNCTIONSANSTALLATION TOP ROD18 N REVISED DVB MECHANISM CASE TooSROT VIEMRT OF 7BYBUILDIS OGOFFIC 4XCENTERCASETpBEREVIEWEDBYBUILDINGOFFICIAL DEVICE CENTERCASE E THRUBOLTED TO MECHANISM CASE O0 Dp tDPEXTERIORTRIMUXaPUSHBAR (NOT SHOWN) WITH (4) 310-24 MS e TOUCHHAR BOTTOM ROD 299F STRIKE BOTTOM LATCH L 304L/284L4 BOTTOM CE STRIKE (STEEL)) GROUTED INTO FLOOR ® P USED INDOORCONFlOURATIONa BEE S 1 N S DATE APPROVED YNr osnWnr/ RAP MnP/0RAPtP.n0/07 YKF Ol/OD/DB YKF VS/03/08 YID DIM109 YNF 4 i4Tno KIM EDIT OEvtC PRI 00-F USED IN DOOR CONFIOURATION a SEEBHTI 1425 SEK BOLTS BOLTED WITHICE MACHTHRUINE24MACHINE SCREWS) @lAU LATCH 989/954 STRIKE DONT10-2 SM5 F al2o,o80 PSIy CH BOLT RCASE 4X #425 SEX DOLTS EVICE THRU BOLTED WITH MECHANISM CASE 0-24 MACHINE SCREWS) OR COPTIONAL) UX. LATCH E99^F C499 -F> STRIKE TDUCHHAR CSTAINLESS STEEL) MDUNT0 WITH 0-24 SMS F=120,OD0 PSI LATCH BOLT CENTERCASE 1 RIM P.1UT gEY1G8 VONDUPRIN 4aN9(F) USED IN ODOR CONFIGURATION SEE SHT. s RFAGE VBRTICAL ROD exLr DaVinO VON pUPRIN BaNDi/(F) USED M DOORCONFIOURATION6 BEE 1Rir.1 4) X ON OPP TOP AND 299F/499F TOP MIKE (STEEL) (MPU MOUNTED WITH (3) $10-24 SMS ff nUtv gKntyOp Fy MIN. -120 KSI MlatrktN art F' Z .1 TO71T h MECHANISM CASE 25 SEXBOLTS (MOUNTED SITE DOOR FACE) FASTEN OTTOM LATCHES TO DOOR WITH (7) 81/4-20 MS) TOP LATCH ENTERCASE MECHANISM CASE a AUX. LATCH F570 TOUCHBAR STRIKE CENTERCASE a LATCH BOLT 4185 TOP STRIKE OUNTED WITH (2) 810-24 MS TOP LATCH r TOP ROD -,%4 MECHANISM'CASE CENTERCASE RM EXRDEVICE MONARCH (FjOlttLFi U6ET]tN DOOR CONFlGURAT10Ha(6!>:6Hr.1T c TOUCHBAR I ra, r BOTTOM ROD J n PIBtwA4188 1KE 11 BOTTOM HOLT ar.Ia IWC GUIDE r, U PUSHHAR 299E STRIKE BOTTOM RDp LAICH BOTTOM LATCH 2 BHF (489-F) STRIKE MOUNTEMOUNTEDWITH 810-24 DSM Fy1 120,000 PSI BOLT 3788 TOP STRIKE WITH (2) I( 11 27 SMS TOP ROD--*, Fy MIN. -120 KSI TOP LATCH MECHANISM CASE CENTERCASE; e 2131) BOTTOM STRIKE GROUTED INTO FLOOR 304L/24BL4 BOTTOMJ. STRKE (STEEDSTRIKE• GROUTEDNTO FLOOR TOUCHHAR m CO CEA VER- RDD FJUT'D CE 0 H F1&C USED INDOOR CONFIOURATIoNa sni tCfi PRIN USED IN DOOR CONFIOURAT1oN7 BEE 611EFIr EXITHAROWAREOP 113NS: FCR901006XP400SERIES-FUNCTIONS E RX, DOW RADIUS Ingersoll Rand Ap A,pl,t pR BOTTOM ROD 378B STRIKEFBOTTOM LATCH 63 ELCX, F TRIMS: ALLAPPUCABLETRIMB AVAIlAB1E FOR18*15ERIES-FUNCTIONS PIMODL OFFT:CAaLETRIMsnvAltrBLEPNAIGOIc3uARRED TMMS.* 00(ULRWL 7HIMB: ALLAPPLICABLE 7RRLH AVAILABLE FOR IM.10-C d 10•V SERIES -FUNCTIONS VLAA SocuAh TarhR01oglas TRLE UNu e n cs PR IR EXIT HARDWARE OPTIONS FORPLU9 SINGLE COORS AWR ZAK- M, d,e,M gun Agra v wt< ova RFS072130BOTTOM BUHFACE MONARCHS( FO) DIIE- V EVICE STRIKE GROUTED VSE13 INDOOR CONFIGURATION 6(SEE BHr.1) INTO FLOOR FANEA,OE,1?Ji,F,OM,LMf1E,LIL,6M TRIMS: ALL APPLICABLE TRIMS AVAILABLE. NOM' ICIELECTRONICFUNCTION13NUTPARTOF1M6APPROVAL AND MUMEREVIEWDDHYAUTHORLLYHAMNDJUR601CRON CAM JpD "nim NTS I AUTUCAD 7rF 11 LATCH BOLT kUX S73 STRIKE 4TATHLEYS STEED4XR4EsSEXBOLT1112-24 SS IDEVICE THRU 804Tt:T %VFY MNa1P.0 XStNIC-E4 MACHINE SCEWHECHANISHCASE ( OPTIONAL! LATOI e ulva PUSHBAR 0 BTB eExTEx CASE CD. D75 s7wKE cENTERcasE H=NO TCH IAT 4t ALES SEX 80lDl. vtW0104URAACKIK D o0 SCREVS UIPTIDRAU tSTAIHLESS STEEL) A APFRDYAL DVG m nB-e n RrA= DVO irlm PAWL LA F REVISED DVM CROSSBAR CENTERCASC A7D STRIKE HOLIS 1i COVOI • 11'19 STRIKE 0 tSTAIRI= STEEL? 4 W."NISH CASE CENTERCAs M) 111E -E4 SS FY -12C KSI TDUCHBAR IZ79 STRDM rxi USED tH DOOR CONFIGURATION 10 (SEE SHT.1) HU m COVER LATCH BOLT IE79 STRIKE 0 % TAIHL1= STEED p HFtHANtSH CASE u CEKTi.Ac C2) IIIE24 SS rY-IP.a KSI T—M)DOAR un IE79 STRIKE 13a u+.Ae ,fm wa°a" rIWVU4i'IfZVWao N9biy.Y 1 i Awl 297 UMXC FMEgUE UaT NnUHO Y ' P+AW USED IN 000 338 TOP TOP LATCH TOP ROD MECHANISM CASE CENTERCASE DEVICE CENIFRCASE THRUBOLTED TO EXTERIOR TRIM PUSHBAR (NOT SHOWN) WITH Z4 MS 4) j1D-24 MS 2) EA. BOTTOM ROD 4 HDTTDM LATCH 338 STRIKE R n 383A BOTTOM ! 11 STRIKE (STEEL) GROUTED INTO FLOOR CONCBALCD VERTICAL R013 EXIT DEVICE VON OUPRIN BAR IM -F USED IN DOOR CONPIOURAT)ON 0 (DEE SHTA) 4X *42.0 SIX BOLTS tDE1TICr THRU BOLTED WITH HCCM.=H CA -E MACHINE SCREWS) aou t+•v+) BmxE m tBTAM71BBB ETES) 0 v1U7O NOW TDUCIOAR • dd h•dmlmW CENTERCASE MIOGUCFITEHBWSD u compWAB IVIlh fbirldrum RuU.gCodt AtappaocHODo 04 LTR 1 SC P A APFRDYAL DVG REVISED DVG RrA= DVO D REVISED 1AI0 E REVISED IVO F REVISED DVM O REV= DVD H i REVISED DVM NOTES: i. ELEOTRICALFUNOTIONBANSTALLATION IB NDTPARTOFTHSAPPROVALAND TO SE REVIEWED UY BUILDING OFFICIAL 2. EXIT HARDWARE OPTION& FOR 909 IL XP9= SERIES -FUNCTIONS E RX, LX, 88, EL. CX, F TRIMS: ALL APPUCMLETRIMS AVAILABLE. FOR 80•F SERIFS -FUNCTION E TRIMS: ALL APPUCABLPTRIMS AVAILABLE PNMOOELOFFERED. FOR70700LIARD,X TRIMS: ALL APPUCABLETRIMBAVAIARLE. FOR TO.R, 18.0819•VSERIES-FUNCTIONS Dt EA. HWEkDB,SLi,F.OM.LMA1 TRIMS: ALL APPUCABLETRIMS AVAILABLE. FOR (F)7S-R. F 5Z 6 (Fj2S.V SERIES -FUNCTIONS At OM, LM. LK. KOR, E0, TRIMS: ALL APPUCARMTRIMS AVAILABLE. _. 4188 TOP 57 MOUNTED Wm p10-24 MS TOP ROD-- 70P LATCH W Yl L PE DW BTW CI Cwl At,wtiOH l[UW F1•u.v/erlB A. FSE HWEEA IOP LATCH CENIOICASE OOTMU ROU CD -11— OOrirnamsmano INTO FLOOR Ingersoll Rand seeurity TechnDlDple ANDS PIm TITLE M"ILUADE PRODUCT APPROVAL 1 Ykff' A m IR EXIT HARDWARE OP IONS FOR FLUSH c`m SING 1: DOORS. IRFS07 H JPD a TS I AUTOCAD 8 o• 11 R00 4188 IKE n(— BOTTOM II BOTTOM BOLT GUIDE 21 J0 BOTTOM STRIKE CRIXITER INTO FLOOR W Yl L PE DW BTW CI Cwl At,wtiOH l[UW F1•u.v/erlB A. FSE HWEEA IOP LATCH CENIOICASE OOTMU ROU CD -11— OOrirnamsmano INTO FLOOR Ingersoll Rand seeurity TechnDlDple ANDS PIm TITLE M"ILUADE PRODUCT APPROVAL 1 Ykff' A m IR EXIT HARDWARE OP IONS FOR FLUSH c`m SING 1: DOORS. IRFS07 H JPD a TS I AUTOCAD 8 o• 11 s gyp FB -32 Fy mm 11non PSI ® O d1t-u us '.. ry Mn 1Atm m ' y REVISI 0 LTR DESCRIPTION A APPROVAL DWG YMF l l U B REVISED DWG RAPKOwdoms,P.E. Dsb C REVISED DWG RAP 3769 n= D REVISED DWG YMFfMsa OH 115010 NhAd60115T19 E REVISED DWG YmF F REVISED DWG Y)AF G REVISED DWO YMF H I REVISED DWO YMF PRODUCI•nimwE0 Y144p a mmpUlaawkkmrf7a[ida I w11641k+A4 Dab t LSO t m. ttL' ELE"TR ICALFUNCnDNSBNST 18 NOT PART OF THIS APPROV TODEREWEWFbBYBU1LDIN NS DATE APPROVED 09/20/07 10/11/07 12/10 07 01/OB/DB 04/OB/08 08/03/08 MORTIBELOCKSEfWRHDEA080LTFUNCTION SCHLAGELLV94MSMVM USED IN DOOR CONFGURATION! SEEBHT.t 03/03/00 CYLINDRIOAL L.00KSGr WITH 77 THROW LATCH SCHLAGEAL.SERIES USED IN DOOR CONFIGURA110M2(SEESHtt) ff12-24 LIS 53 Fy 1Eqiridw 20.900 PS1 d'l/(3?V/ 04/07/10 TION kLANO OFFICIAL rn-:4 us rym1.N400a Ps tslaoamlmLOCK itECRANISU tJ/ G. F 12400D PSSI No Santa$LATCH B_ Fy min..1 Y mIn LLS Fy m1n 120 kd AS 0 Kd MORTISE LOCKSETWRH DEADBOLTFUNCTION FALCON MSERIES USED IN DOOR CONFIGURATION 1 (SEE BHT.t) J 8) )118-32 PHMS tY ' 1(II9j9 CYLINORK:ALOFAOLACK FALCON 040DMOD43ERIES b BCHLAGE ONWO0B00 USED INDOOR CONFIGURATION 12 (SEE SHT11 CYLINDRICAL LOCKET SCHLACE DINDSERIE6 USMINDOORCONFIGURATIONS3d4 (SEE SHT.1) Fy 112t- 000 24 Lis9! y17nO,r00D PM CYUNDRICALLOCKSET FALCON T•SERIES USED INDOOR CONFIGURATIONS 4 (SEE SHM) 12-24 MS SS Fya120,000 PSI , I, ` 1%, mayImam O 12-24 us SSS lll0 Fy-120,000 Psi I, 2D?oaa PSI •` . SCKLAOB CO/AD US SERIES u0R ISE LOWJLT W/11MBOLT USED M CONRCURADONSI 1 (SFE sn 1) SCHfACE C0/AD CY SERIES USED IN CONFlOURATI CILINDRICAL LOCI,= SI 3&4 (SEE MI) EDID RAM Ingersoll ySecurity Technofog Ran d ea I. ANI=M P64tCf1 71 O fl UOT APPROVAL IR HARDWARE OPTIONS FOR FLUSH 51 LE DOORS. DAIL APPRM MT m ND6 IRFS07 H CYLINDRICAL LOCKMT LOCKNETICS I SCHLAGE SIM SERIES USED IN DOOR CORFIGURATION 4 (SEE SHT.1) MORTISE I.DCUSEp INCOpCONFIQURAT10N1(BEE BHT. IIE SSOO SERIES JPTi ^fig^ NTS AUTOCAD WOW VIQT rani Tor — uwmw Wma W" (=HM* t7r MORTIEELOCKIM SECTIONSA0 SEE SHT.tt puma "M = NOW EXTERIDB DYLINORICAL LOCKSL'+r SECTION A 2. A+9, A-1 BESSKT.11 aoal (= fffm SURFACE VOCAL ROD EXIT DEVICE SECTION A5 (SEE SHT.11 R41aRI R ?INVC W"I (SQ p4orm - Iloamlu WvW0 YotH (m THRI!T,pMNT F21IT DEVICE SECTION A-7ISEE SMI.1) uwmY no= •C»I ($L Rog I AMS%If DEVICl. SECTIDNS A•S, AD d /13 SEESIiTM . amm tsm Hm CONCFAM VERTICAL ROD EW DEVICE_ sEcrroN as tg§Hr.1t c%rIOEVICE BEOT10Ng10 (SEE SNT{1 91 cam cYIBACWBO n amplYNI" ItIlls plmlda Lo1dIalCoa. Amrytlaow No 0= 6tplrailaa Da!r kaIIR rA val0aa17N DLM[pa VA ravik NOTE: I eil- MAXIMUM ti i ll',1lii j'i bO OPENING SIZE SEE TABLE 1 ON SHEET Z OF 11. Ingersoll Rand Security Techitclogles gprW TOLE W&W139 PC= APPRWAL avaVml HORIZONTAL CROSS SECTIONS FOR FLUSH SINGLE DOORS. IH 1t) or 11 1 R E V I S I C N S DESCRIPTION DATE APPROVED APPROVAL DWO YMF 05/20/07 REVISED OWO RAP 10/11/07 REVISED OWO RAP 12/10/07 REVISED OWD YA(F 12/10/07 REVISIED DWO YMF 04/08/08 REVISED DWG YMF 08/03/08 REVISED OWi YMF 03/04/08 REVISED DWG YMF 04/07/10 uin+w apmam ranH faea— 1 _ I A I eil- MAXIMUM ti i ll',1lii j'i bO OPENING SIZE SEE TABLE 1 ON SHEET Z OF 11. Ingersoll Rand Security Techitclogles gprW TOLE W&W139 PC= APPRWAL avaVml HORIZONTAL CROSS SECTIONS FOR FLUSH SINGLE DOORS. IH 1t) or 11 RIR) n 4'YR 'j. t.: '. LwTm 4 i Wk i f,:; z.`i e MAX {U n•i.4 rr WAX 1.70' 1.70' 1.70• • t7S omna f A@TABtEt OH SNIIHT?FOR Ap}RCVEO DR'ETAOlE1p! IURONIRE OItE77FOt 4QI£UANO A PRINED ewm6 COW NIUIOwV1E MAX ODOR IMINE WAX DOOR WA% OOCR WAX Dew YAK U10T f DWII ORFHDIO OPEHINO Wt:TANO CH HE7RiT HI• HMIHT QO' HD17R OI' xUSK or low0go FMN A ROEI N ETNFFOOR IKtl11O LTfIEkT'MIIw CHAIpbL iEl{EET7 i0q A"Rom APPROlEO WIlomw lfOOeAAHO oRAHDa f1RA7Ipp MORDLE LOCIOIET OECTICH: f{.1 fIEH BM.fl SEE 9CIT 4 TLE L W 4 • OEfM VrOR311LL7RMWAUAATION MAlLMW QIRST LLAl10N CVLINORfCALLOCNIET_ 8U PACC V! GL NOO LSA CrALCO Vl1RIGLAnb CXR OCVIC! OECxOHE:R•t. 62A03 LEL ON d GE66/R•11 SECTION EA lEEE 6Ni.1f N:FH 6HT.11 i4•YAWMK •1, r7'. r4, uAx nt., h _F'4'MAX pIH E10T OlV10E 1AOA7TIEE7OT DSOICE EXIT ARA LDDR I.M.K SHQTIONR64O.O68.1] OECI70H I- tOfIm X.11 f1l;CTON 0.1t fI RM.ri ECTIDN X•1V= UHTm ISEE HM.11 N 1 gk bbTHRe[•PDIM BORT OENCl. 4T19 7 fOEf SM.11 T1w Tm, P E Rnm 0I EbEED , cmd Imm IsmCH45040 1. FOR MAXIMUM 0008 & UNrr OPEHR70 SIZES SEE pAs046T10 n VAMON SHEET i ANO TAME 1 ON SHEET 2 OF 11. L SEE SHEET d OF it FOR ANCHDR INSTALLA110H DETAILS. DamR""m Ingersoll Rand Security Tact nclDgles RAWW DATE TIIO[0 f1CRL PR1AE7:IION 1w VERTICAL CROSS SECTIONS FOR FLU H SINGLE DOORS. Rumz- 1111L MTONO N0. lRFS07 IRLY H mn 1Vf1/!1 bT"`M' NTSI AUTOCAO I I11 x111 1+ R E V I S I N S DESCRIPTION i1 DATE APPROVED APPROVAL DWG YMF 05/20/0 REVISED OWG RAP 10/11/07 REVISED DWG RAP 12/10/07 REVISED DWG YFAF OI/O8/DB REVISED DWO YMF 04/08/08 REVISED DWG YFAF 08/03/08 REVISED OWG YMF 03/04/09 REVISED AWG YMF Qd/07/10 AFCTAOIEt ON M2W4MWG AFFnwED 70140E r.••• ruw. NIH N 1 gk bbTHRe[•PDIM BORT OENCl. 4T19 7 fOEf SM.11 T1w Tm, P E Rnm 0I EbEED , cmd Imm IsmCH45040 1. FOR MAXIMUM 0008 & UNrr OPEHR70 SIZES SEE pAs046T10 n VAMON SHEET i ANO TAME 1 ON SHEET 2 OF 11. L SEE SHEET d OF it FOR ANCHDR INSTALLA110H DETAILS. DamR""m Ingersoll Rand Security Tact nclDgles RAWW DATE TIIO[0 f1CRL PR1AE7:IION 1w VERTICAL CROSS SECTIONS FOR FLU H SINGLE DOORS. Rumz- 1111L MTONO N0. lRFS07 IRLY H mn 1Vf1/!1 bT"`M' NTSI AUTOCAO I I11 x111 i1 t.7S t IhA, C Rk 0 AFCTAOIEt ON O AFFnwED 70140E IWIOTWIE NIH 0. 6pl iHGISAHO SES 9mrr 0. N 1 gkbbTHRe[•PDIM BORT OENCl. 4T19 7 fOEf SM.11 T1w Tm, P E Rnm 0I EbEED , cmd Imm IsmCH45040 1. FOR MAXIMUM 0008 & UNrr OPEHR70 SIZES SEE pAs046T10 n VAMON SHEET i ANO TAME 1 ON SHEET 2 OF 11. L SEE SHEET d OF it FOR ANCHDR INSTALLA110H DETAILS. DamR""m Ingersoll Rand Security Tact nclDgles RAWW DATE TIIO[0 f1CRL PR1AE7:IION 1w VERTICAL CROSS SECTIONS FOR FLU H SINGLE DOORS. Rumz- 1111L MTONO N0. lRFS07 IRLY H mn 1Vf1/!1 bT"`M' NTSI AUTOCAO I I11 x111 NOA No. 11-1013.03 Expiration Date: February 08, 2017 y 6112 Approval Date: March 15, 2012 Page t MiAMI•DADE MIAMi—DADC COUNTY, FLORIDA PRODUCT CONTROL SF.Cr1ON DEPARTMENT OF.PERMIWING, ENVIRONMENT, AND REGULATORY 11805 S.W. 20" Strcct, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADIUINiSTRATION DIVISION T (786) 315-2590, F (786) 315-2599 NOTICE OF ACCEPTANCE NOA_. __ _ www.minmidadc.g2v/ncrn/ i I(awncer Company, Inc. 555 Guthridge Court Norcross, GA 30092 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (Al -IJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. It' this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of tho applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 1135011." Outswing Wet Glazed Aluminum Storefront Door -L-M.1. APPROVAL DOCUMENT: Drawing No. 1460, titled "350111 Outswing Aluminum Storefront Doors - L.M.I. Wet Glazed", sheets I thru 10 of 10, prepared by W. W. Schaefer Engineering and Consulting, P. A., dated 11/10/05 with the latest revision "DI" dated 02/11/11, signed and scaled by Warren W. Schaefer, P. E., bearing the Miami -Dade County Product Control Revision stamp with llte Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LIMITATIONS: See design pressure limitations on sheet 4 of 10, where the lower design pressure of all applicable tables shall control. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami -Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to p comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This NOA revises NOA No. 114228.04 and consists of this page 1, evidence pages 1-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 11-1013.03 Expiration Date: February 08, 2017 y 6112 Approval Date: March 15, 2012 Page t Kawneer Comnany, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. Submitted under previous NOA No. 11-0228.04) 2. Drawing No. 1460, titled "350IR Outswing Aluminum Storefront Doors-L.M..I. Wet Glazed", sheets 1 through 10 of 10, prepared by W. W. Schaefer Engineering and Consulting, 1'. A., dated 11/10/05 with the latest revision "DI" dated 02/11/11, signed and scaled by Warren W. Schaefer, P. E. Submitted underprevious NOA No. 11-0228.04) B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Tcst, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of aluminum outswing door and outswing door w/ storefront, prepared by Hurricane Testing Laboratory, LLC, Test Report No. H1'L-G049-0804-10, dated 10/26/10, signed and sealed by Vinu J. Abraham, P. E. Submitted under previous NDA No. 11-0228.04) 2. Test reports on: 1) Uniform Static Air Pressure'I'est, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with marked up drawings and installation diagram of aluminum outswing door and outswing door w/ storefront, prepared by Hurricane Testing Laboratory, LI.C, Test Reports No.'s HTL-GO49-0201-09 and HTL-G049-0310-08, dated 07/01/09 and 09/23/08, both signed and sealed by Vinu J. Abraham, P. E. Submitted underprevious NOA No. 09-0930.11) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water, Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with marked -up drawings and installation diagram of aluminum outswing door and outswing door w/ storefront/ curtain wall system, prepared by Hurricane Testing Laboratory, LLC, Test Reports No.'s I•ITI-6049-1005-06 and RTL -G049-0111-06, dated 01/31/07 and 01/17 through 20/06 respectively, both signed and sealed by Vinu J. Abraham, l'. E. Submitted under previous NOA No. 07-0416.02) Jaime D. Guscon, P. E. Product Control Section Supervisor NOA No. 11-1013.03 Expiration Date. February 08, 2017 Approval Date: Mm•ch 15, 2012 T-1 Kawneer Company, -Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniforni Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance'rest, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Small Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 7) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with marked—up drawings and installation diagram of aluminum outswing door and outswing door w/ storefront/ curtain wall system, prepared by Hurricane Testing Laboratory, LLC, Test Report No. IiTL—G049-1201-05, dated 12/05/2005 and 01/24/2006 respectively, signed and sealed by Vinu J. Abraham, P. E. Submitted under previous NOA No. 06-0803.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by W. W. Schaefer Engineering & Consulting, P. A., dated March 21, 2011, signed and sealed by Warren W. Schaefer, P. E. Submitted under previous NOA No. 11-0228.04) 2. Complies with ASTM B1300-04 D. QUALITY ASSURANCE 1. Miami—Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTI)KICAVONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass© Interlayer" dated 05/26/10, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to I.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite n PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 3. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16. 4. Notice of Acceptance No. 08-0520.08 issued to Solutia Inc. for their "Vanceva Composites Glass Itrterlayer" dated 7/17/08, expiring on 12/11/13. l Jaime ll. Gascon,l'. Product Control Section Supervisor NOA No. 11-1013.03 Expiration Date: Februnry 08, 2017 Approval Date: March 15, 2012 F.-2 Kawneer Comnany, Inc. NOTICE OFACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 5. Test reports on: 1) ASTM D412C Tensile Test 30HRS passed 1340 PSI and 1200PSI; 2) ASTM D395B Compression Set 22 HRS with 100°C passed 24.8% < 30%; 3) ASTM D2240 Shore A Hardness passed 70A < 70LI--S) durometer; 4) ASTM D1149 Ozone Resistance 100 1 -IR/ 40°F/ 20% strain/ 1.00 pphm NO Cracks; 5) ASTM D573 Heat Resistance 70 HR/ 100°C passed: Tensile —1% < 15%, Elongation —37%:5 40%, Hardness 6:!S 10 and 7PSI < l OPSI; 6)ASTM D925 Migration Staining 7 day's exposure passed None Migration; 7) ASTM D624C Tear Test passed 135 pli > 100 pli; along with marked --up drawings and installation diagram of neoprene's wedge, sponge and setting block by Tremco, Inc., prepared by Excel Polymers, LLC A2LA No. 0121. 01), Test Report No. EP 67286, dated February 16, 2009, signed by John Quinn. Submitted under previous NOA No. 11-0228.04) F. STATEMENTS 1. Statement letter of protection, prepared by W. W. Schaefer Engineering & Consulting, P. A., dated February 23, 2012, issued by Warren W. Schaefer, P. E. 2. Statement letter of conformance and compliances with the FBC-2007 and FBC-2010, prepared by W. W. Schaefer Engineering & Consulting, P. A., dated October 06, 2011, signed and scaled by Warren W. Schaefer, P. E. 3. Statement letter of no financial interest and independency, prepared by W. W. Schaefer Engineering & Consulting, l'. A., dated October 06, 2011, signed and sealed by Warren W. Schaefer, P. E. 4. Laboratory compliance letter for Test Report No. HTL—G049-0804-10, issued by Hurricane Test Laboratory, LLC, dated 10/26/2010, signed and sealed by Vinu J. Abraham, P. E. Submitted under previous NOA No. 11-0228.04) S. Laboratory compliance letter for Test Report No. EP -67286, issued by Excel Polymers, LLC (A2LA No. 0121.01), dated 07/01/2009, dated February 16, 2009, signed by John Quinn. Submitted under previous NOA No. 11-0228.04) 6. Laboratory compliance letter .for Test Reports No.'s HTL—G049-0201-09 and IiTL—G049-0310-08, issued by Hurricane Test Laboratory, LLC, dated 07/01/2009, both signed and sealed by Vinu J. Abraham, P. E. Submitted underprevious NOA No. 09-0930.11) t Jaime D. Gascon, P. L. Product Control Section Supervisor NOA No. 11--1013.03 Expiration Date: February 08, 2017 Approval Date: March 15, 2012 E-3., Kawnecr Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMII'fED F. STATEMENTS (CONTINUED) 7. Laboratory addendum letters for Test Reports No.'s HTL-6049-0201-09 and ATL -G049-0310-08, issued by Hurricane Test Laboratory, LLC, dated 02/02/09 and 06/07/07, both signed and sealed by Vinu J. Abraham, P. E. Submilled under previous NOA No.09-0930.11) 8. Laboratory addendum. letter for Test Report No. .HTL-G049-1005- )6, issued by Hurricane Test Laboratory, LLC, dated 06/07/07, signed and sealed by Vinu J. Abraham, P. E. Srrbrnitted under previorts NOA No. 07-0416.02) 9. Laboratory compliance letter for Test Reports No.'s HTI G049-1005-06 and IITL-G049411146, issued by Flurricane Test Laboratory, LLC, dated 01/31/07 and 01/20/06, both signed and sealed by Vinu J. Abraham, P. E. Submitted rnrderprevious NOA No. 07-0416.02) 10. Laboratory compliance letter for Test Report No. IiTIrG049-1201-05, issued by Hurricane Test Laboratory, LLC, dated 01/24/06, signed and sealed by Vinu J. Abraham, P. E. Submitted raider preplous NOA No. 06-0803.05) G. OTHERS 1. Notice of Acceptance No. 11-0228.04, issued to Kawneer Company, Inc. for their Series "350111 Outswing Wet Glazed Aluminum Storefront Door - L.M.I.", approved on 04/07/2011 and expiring on 02/08/2017. Jaime D. Gascon, l . E. Product Control Section Supervisor NOA No. 11-1013.03 Expiration Date: February 08, 2017 Approval Date: March 15, 2012 E-4 MAX. FRAME WIDTH = PANEL OPENING + 5' —AW. FRAME VADTH - SEE PRESSURE TABLES ON SHEET 4 PANEL OPENING + 5' FOR MAXIMUM PANEL OPENING WIDTH SEE PRESSURE TABLES 6" 19.2S" 1 19.25' 19.25• 19.25 6' ON SHEET 4 FCR MAX. y SEE CORNER PANEL OPENING WIDTH MAX. A1 A2 G1MAX. MC2 1cOt+tA MAX I MAX. NA/X//'C N At A2 GI ON THIS SHEEP _ I_ 2w. 6' MAX. 6' MAX T 6" MAX. I —T CI aPrC SRE ..—. 5 5 EI bC2 D C2 2 C S i C3 / 6 6 \ i o 6\ 6 x C e CSI C4 o \ 6SxJ X 6 38 13/16' FI 2 s ` o CSI n 5 MAX. O.L.O. 38 13/16" Co o _ _ 14 3/8 / c MAL. O.L.O. C' n TYP. FRAME ANCHORS R w = _ _ _ 14 3/8" WHERE SHOWN. SEE D.C. n ^ ° TYP, FRAME. ANCHORS O.C. o m 'FRNJE ANCHOR WHERE SHOWN. SEE o g REQUIREMENTS TABLE a n ' FRAME ANCHOR i QV THIS SHEET FOR o g REQUIREMENTS TABLE" REQUIREM/ ON THIS SHEET FORENTS. H / I I I I RLTEMENTS. i/ I('(_._ I1 JI= AT 6' MAX. - - 7ZMAI(. I MA%. IAX 7V 7 1/2" J1 19' _ t9" II 71/ MAX. ' I MAX.MAX. I MAS(. HEM & SILL, CLUSTER ANCHORS AS SHOWN AT EXTERIOR ELEVATION: EXTERIOR ELEVATION: MEETING STILE ENDS SPACED 3' APART. CLUSTER 6 SINGLE DOOR ASSEMBLY WITH COU LE DOOR ASSEMBLY WITH ANCHORS WITH ANCHOR TYPE A; CLUSTER 5 STORE FRONT FRAMING STORE FRONT FRAMING ---I.I. ANCHOR TYPES B. C. 0 & F SCALE1/2'=t'-o" GENERAL NOTES: SCALE; 1/2'=1'-0' ( ANCHOR IS NOT A.PUCABLE AT HEM & SILLT. I. tt¢sE COOK S1sIFus RAW BEEN TEsm, ANALYrEO A APPROVED IM 01=11 MSSLKM _ FRAME hNCHOR REQUIREMENTS TABLE 7.T TCPMFFx% 0000x0 aO?J°rIx FAsraim Y If pRwmr o}a nsnum to -- --- 1R/F M — revs to TK snuivRE. FRAME &SILLANCHORS a a to '.W A FASTExM T, BE N ACX0RD ,3 w1K rxEu o4AnWxs A s11NJ. NOT ANCHOR _ OPENING TYPE JAMB TO OPENING MINIMUM MWR.TJ' AWRr IAAL35 sPEwxNLY uD+nCxLD ON n¢ ORRWII6 SPEW AVCNOR FDSEO To rl TYPE (SU ISTMTE) FASTENER TYPE EMBED EDGE DI 1wLaA S1ruL of len IYNl FNAt a snxco. N`1M`ofCI CLW-srOR MA. I'r e NirBHalt" r EFr, EM pocoTomrss'IMED xux[ A 2X- WOOD FM'JE OR BUCK 1/4' WITH TK FtCICM CUMM cote P,l=CXS VS -Ml, M A 203 Fort LME u6SAE VPAa (MIN. GR 3 N0. 14 SMS SCREW 1 14 3/4' niEosrsI -,Z om+ DEW"E0 ix •c0asa+¢ wm w u 0[ g MIN. IB 6A 50 KSI Ls! N0. 1Z SELF FULL 1/2' REBwrcD.7D5 v n E «arta BULO Cox 0Bc) M=M MON 1ELMIN wczur+E METAL STUD DRILL APPINC SCREW Ms DAA MIN. 0.22' DUCK U 1/4-20 SELF B. ki. At s:vrrrxs ARE O zaRANE Tani ESW cOORs. C FULL I/2- 7. ALL Al WAIL StwRC o=al FPo.NE To C, EMltRE rREArEO Buss ON Woad rlC A36 STEEL DRILL APPIET SCREW LLL CE uaAmE a REsoTr+c cCTBxva+ cvD tW nc I'r¢SstW[ nmUrxc o[w'xs of 0 MIN. 3000 P.S.I. CONCRETE (n I/4' CONCRETE SCAE77 1 3/4' 271/2 THE WOOD,& OrRKa9+E of swTNE A NECATM OEsim rCA03 N usE "En RuERDK= n(SE E MIN. C90 CONCRETE FILLED BLOCK ) 1/4' CONCRETE. SCREW I 1/Y 2 1/2 WLMMERR M A=r4VXE %%It ME GOr-P^V COOL NAl fArtIl %l WIZ 1&0=. FOR 11 1 4-2SELF W Low rAtaUrA N AaOaxxa mnl OX It F Dn COBE. A Dv+rDna:Mnr F CURTAIN WALL / FULL I/2' M-rCa of WCL - M t- BE Av 0 M of ASCE-7 sw+nvro. DRILI./ TMPI0 NG SCREW 9, b rNJOASE M MALW aX STRESS HSI BEEN a N THC CERMICAM4 a Tito PRO= W+U LM D)RAncx FACTCR u - t.9 AS lISED MR W= swEW M°LTSa GAIETY. (') COXCRETE SCREWS SHALL RE ELCO TAPCONS OR HILTI KWIK-CON It (HARDENED STEEL IM MATM.S rx7. WG w( WT Mules 10 SIUL SCA -VIS, nes CME 1110 COAIACT ASN OR S.S.). PANE lS "" + TMXS v Mm Of IMMOCIVORS CLF FraROA SULBC:O CODE LA SELF DRILLING & SELF TAPPING SCREWS SFW.L OE MIN. GRADE 5 CJRROSION RESISTANT STEEL ALLOWABLE DESIGN PRESSURE SEE SHEET 4 THESE OCORS ARE NOT APPROVED FOR USE 1W1ERE WATER INFILTRATION RESISTANCE IS REQUIRED BY THE DOOR. UNLESS UNITS ME INSTALLED IN NON -HABITABLE MEAS WTIERE THE UNIT & THE AREA ME DESIGNED TO ACCEPT WATER INFILTRATION. UNITS SHALL BE INSTALLED ONLY AT LOCATIONS PROTECTED BY A CANOPY OR OVERHANG WHERE -BY THE OVEIT,"G(GH) RATIO IS EQUAL TO OR MORE THAN 1.0 FFME_HEAD r.I• _40RNER fIR50a/501 FHAMnva IS SQUARE CUT, BUTTED TO SIDE, FASTENED WITH THREE (3) NO. 12 X 1" S.S. PHTFS FASTE14ERS THROUGH THE SIDE UEMBER INTO THE HEAD MEMBER SCREW SPLINES & SEALED WITH SILICONE. FRAVE 11FA0 CORNER fTRIFp3 450/4$ FRAV HEAD IS SQUARE CUT, BUTTED TO SIDE, SECURED WITH SHEAR BLOCK ITEMI 16 (SEE SECTION G/5 M/6) & SEALED WITH SILICONE. F,F:I'L F GILL GORFIER: SLL IS SQUARE CUT. BUTTED TO SIDE, SECURED TO THE SIDE MEMBER USING A PIVOT ASSEMBLY OR STEEL CUP, FASTENED 1VTH THREE (3) NO. 12-24 X 3/8• FHMS AT THE FRNAE & TWO (2) NO. 12-24 X 3/8" FHMS AT THE SILL. & SEALED WITH SILICONE. IrOR PMFl CORNERS VERTICAL STILES RUN TTTROUGH AND ME SECURED TO THE RNLS AT THE TCP & BOTTOM WITH 1/4' THICK EXTRUDED CHANNELS. EACH CHANNEL IS FASTENED TO THE STILE & RAIL WITH 1/4-20 X 3/4" PHMS & 3/16• THICK STEEL NUT PLATES. THE INTERSECTION OF EACH CORNER JCINT WAS WELDED WITH A 1/2' DIA PLUG 1YELD AND A 1 1/8" LONG FILLET WELD AT BOTH WEBS OF THE RML. 111D AIL ENDS, SECURED TO THE VERTICAL RAILS WITH 4 EACH 1 1/8" LONG FILLET WELDS v u < 0 moi MAX. FRAME WATH - PA1TL OPENING MAX. FRAME 1Y.OiH PANEL OPENING t 1 3/4" 1 1 SEE PRESSURE TABLES 3/4" i SEE PRESSURE TABLES ON SHEET 4 ON SHEET 4 FOR FOR UMMUM PANEL OPENING WIDTH MAXDAUM PANEL 5 6" A18AX. . 5., L 193• _L 18.5" 6' SEE CORNER 6- OPENING WIDTH MIj FM%. I- CONSTRUCTION A DESCRIPTIONS MX. CI G2 MA%. MN(. ON SHEET 1 _1 6' M. N O J \ z 38 13 16"z 38 13/16" Z6 O1 33 n^ MAX.D.L.O. 71 W%. D.L.O. o J_ 14 3/8" h o===c== 1M1 3/8" I o m n NP. FRN!E ANCHORS ° MAX. ° TYP. FRAME ANCHORS V'X' $¢ WHERE SHOWN. SEE / O.C. n a m WHERE SHOWN. SEE D.C. p o "FM11E ANCHOR —T n o 'FRAME ANCHOR I O cn m $ REQUIREMENTS TABLE m $ REOUIREMENTS TABLE'i ON SHEET 1 FOR ON SHEET I FOR 0 REQUIREMENTS. q!;2/ 0 3 6' MAX. I ' M z oo 7 1/2" I IS" 19' 19" 19" I I 7 1/2" -...I l— —I— -- — III j fff''--- 7 1/2' I 19" 19" 7 1/2" L1A%. MA%. WAX. T- 4'AX. MAX. MAX. MA%, MAX. MAX. AT HEAD & SILL CLUSTER MCHORS AS SHOWN AT FXTERIOR ELEVATION: = ba EXTERIOR ELEVATION: MEETING STILE ENDS SPACED 3" APART. CLUSTER 6 SINGLE DOOR ASSEMBLY WITH DOUBLE DOOR ASSEMBLY WITH ANCHORS WITH ANCHOR TYPE A, CLUSTER 5 STANDARD FRAMING ANCHORS WITN ANCHOR TYPES B. C, 0 h F STANDARD FRAMING ANCHOR "E" IS NOT APPLICABLE AT 1M & SILL). SCAB: 1/2"=1•-0" cSCALE. 1/2"-1'-0' Ns „ n 3$ MtODIX71M.MED ,,,•'*'a3 p•••• ALLOWABLE DESIGN PRESSURE N, 11 1013 O 4`p n SEE SHEET 4 SEzM/2oI i v rc Q nU of iGba -O < OLX g t A Z I., / IR -500 OR U2-501 SEE 1600 SYSTEM I FORMAXIMUMAN2 OPENING WIDTH / HOESTEM R StEPEPATONT E FOR WJf UTA PAVELOPENING WIDTH .04 SHEET 4JI APPROVACURTAINL WALL A."ROVx I SEPERATEAPPROVAL IF==================== EF II 01 II it II Il II 3I// K li II II 11 MI I1 II I I II / IE I I II L 1 0 L 1 II aII J II i it 1 3 II II 1 [ it II it y IE 8 g J II 1 I TMP. FRAME ANCHORS WHERE SHOWN. SEE I I FRAME ANCHOR II I I RED SHEET FORTABLE' i I REDUIREMENTS. ILL___ EXTERIOR ELEVATION: `SEE ELEVADON DOORS INSIDE IR -500 OR IR -501 STORE FRONT SYSTEM SHEET I FOR SLL ANCHOR SCALE; 1/2' -t' -O' REQUIRE14ENTS & NOTES: ANCHOR LOCATIONS I. FOR DETAILS NOT SHOWN. SEE ELEVATIONS ON SHEET 1. 2. DOUDLE DOOR SHOWN: SINGLE DOOR CONDITION ALSO APPLIES. 3.FOR STORE FROM FFWIWC REQUIREMENTS & INSTALATICN. SEE YRESPECTSTORE FRONT APPROVAL 4 LESSER ALLOWAP,Ii PRESSURE RATING OF THE DOORS h STOREFRONT SHALL CONTROL FOR THE OVERALL ASSEMBLY. ALLOWABLE DESIGN PRESSURE SEE SHEET 4 1 1 1 A 1 1 II 1 II 1 II l II II II 1 II 1 II it 1 11 1 II II i 11 1 II II 31 FXTERIOR ELEVATION: SEE ELEVATION DOORS INSIDE 1600 SYSTEM 1 CURTAIN WALL aHET FOR SCALE: I/2'=1'-0' REQUIREMENTS NOTES: B ANCHOR t. FOR DETAILS N0T SHOWN, SEE ELEVATIONS ON SHEET ). LOCATIONS. 000RIE DOOR SHOWN; SINGLE DOOR CONDNrON ALSO APPLIES. FOR CURTAIN WALL FRAMRIG REOUWELIENTS k INSTAIATICN, SEE RESPECTIVE CURTAIN WALL APPROVAL. 4. LESSER ALLOWABLE PRESSURE RATING OF THE DOORS.a STOREFRONT SHALL CONTROL FOR 114E OVERALL ASSEMBLY. PR=O .,.IY ern n aMrV.L ur FTsid+ aullwQat 11-IN 13.D S n v No_ to oa W-+cc+O T7 0Y ply No uu Cam / N O O v io Z aS, ILA Rzu q ALLOWABLE DESIGN PRESSURE WV(ISTJM DOOR PANEL OPENING VTOTH IN.) DOUBLE SINGLE OOpi D(X)R PANIC DEVICE ALLOWABLEPRESSURE PSP) 96 vwm AS RESTRICTED BY GLASS &GLAZING) 70 96 48 pp 70 96 48 APPLICABLE 70 MAXIMUM DOOR PANEL APPLICABLE ALLOWABLE OPENING WIDTH GLAZING aA55' PRESSURE DOOR PANEL OPENING WIDTH 1 I CPENING WIDTH C 48 JACKSON 2C86 90 IN. DETAIL OPTIONS (+/-PSF) 42 48 KA:VVEET I6B6 I 96 48 PANEUNE CR -90 70 DOUBLE ANGLE 46 ARGENT &100 65 DOOR ODOR r 3 98 48 1 1 d 2 fi5 96 48 2 1, 2, J k 5 FOR FRAME T7O CONDITIONS. SEE ELEVATIONS z it L ilaU zQ 3 _Kry I ao3q os F— SEE GLASS OPTIONS BELOW SEE GLASS OPTIONS BELOW 12 N o I e ee Ddi! 995 OR 0 TREMCO 4 3 GT p Y PROGLAZE SSG 3/4' 0N. BRE 21 3/4" MIK. OITE 21 9^ zap PRESSURE TABLE NOTES (ALL TABLES) EXTERIOR EXTERIOR 1. CONO."S W THESE TABLES ARE APPLICABLE FOR ALL ODORS TO THEIR MAXIMUM PANEL HEIGHT OF 96". 30 30 i e-V a 2. SEE GLAZING DETAILS ON THIS SHEET FOR GLAZING DETA'LS k GLASS OPnONS APPUCABLF 9 8 7 6 64 9 8 7 5 6t ti RTOTHESETADLES. 3. SEE ELEVATIONS ON THIS SHEET FOR 'AEW OF DOOR PANEL 3 1 11 10 23 12 11 10 GLAZING DETAIL 1 GLAZING DETAIL 2 z dR OPENNG HEIGHT k WIDnI. o FNS $ 4. THE LESSER PRESSURE IN ANY ONE TABLE SHALL CONTROL AS THE ALLOWABLE PRESSURE ON THE DOOR GLASS OPTIONS: GLASS OPTIONS: 1 ^' ASSEMBLY. OPTION 1: 9/16' THI;Jf LAMINATED CLASS 9PTON I; 9/I6' THICK LNdINA'ED GLASS D ReV61>D 1/4" HF. 57./0.09 SOLUTIA SULEX (1/4" HT. ST./0.09 SOLURA SArLE% Pyg6„IIF 1m poHdePly K JIG PVD/1/4' HT. Sr.) BIG PVB/1/4• HT. ST.) OPTION 7: 9/16" DOCK LAMINATED GLASS OPRON 2- 9/16" THICK LAMINATED CUSS Aca P-C'Ko OI 71/4" IR. ST./0.09 DUPONT (1/4' HT. ST. 0.09 DUPONT V M BUTICHE PJB/1/4" HT. ST.) BUTICIIE PVd1,/4" HT. ST.) GOPTION3. 9/16" THICK LAMINATED GLASS QMOV 3: 9/16" THICK LAMINATED GU55 HT. 57./0.09 DUPONT 1i7. Sf./0.09 DUPONT n4;mn Mar—Wco n 2 %A o i 1/4' (I/4" Ea, z 5`= 5G/1/4" HT. ST.) SG/I/4" HR. ST.) bTl-., OPTCN 4: 9/16" THICK LAMINATED GLASS O N 4. 9/16" THICK LAMINATED GLASS 1/4" Hi. ST.10.077" SOLUTIA (1/4' kR. 57./0.077' SOIUTU q{ODDCfRCNRWEp 11MIda Q.r' j4 VANCEVA/}/4 HR. ST.) VA.YCEVA/T/d' HT. St.) plplFiag.v101b PRO•,.•' Butldryf OM1. ('jp rr s o. u. 1460 D COPnON 5: 9/16: THICK WIINATEO GLASS Y.76 1/4 HF. Sf./o.10" SOLUM /'"`7 c 7AFLDLHP/1/<' Hi, ST.) IE 1, 4 rr 10NBmnrm+mt• ALLOWABLE DESIGN PRESSURE AS RESTRICTED BY PANIC DEVICES) WV(ISTJM DOOR PANEL OPENING VTOTH IN.) DOUBLE SINGLE OOpi D(X)R PANIC DEVICE ALLOWABLEPRESSURE PSP) 96 8 SARGENT AD8<OO 70 96 48 ADAMS I6iE G86 70 96 48 CALIBRE 9100 70 96 48 84 42 I 3 8 4 ALLOWABLE DESIGN PRESSURE AS RESTRICTED BY PANIC DEVICES) WV(ISTJM DOOR PANEL OPENING VTOTH IN.) DOUBLE SINGLE OOpi D(X)R PANIC DEVICE ALLOWABLEPRESSURE PSP) 96 8 SARGENT AD8<OO 70 96 48 ADAMS I6iE G86 70 96 48 CALIBRE 9100 70 96 48 VON OUPRIN 9917 40 96 48 JACKSON 2C86 90 tl4 96 42 48 KA:VVEET I6B6 90 70 96 48 PANEUNE CR -90 70 96 46 ARGENT &100 65 ALLOWABLE DESIGN PRESSURE AS RESTRICTED BY BUTT PIVOT HINGE QUANTITY) HINGE ALLOWABLE QUAVif1Y PRESSURE PER PANEL + -PSP) 7 70 4 90 ROSE; 3 NKT S PER DOOR PANEL IS ONLY AFFUCPi1lE WITH DOOR OPENING PANEL 11EIGNTS OF 90' h LESS ALLOWABLE DESIGN PRESSURE 10 AS RESTRICTED BY LOCKS) MPXANN DOOR PMEL LOCK CONDITION ALLOWABLE OPENU:C t7Dnl PRESSURE coNCHnous. Oa1BlE SINGLE SEE aEvnna+s DOOR DOOR 96 48 1 70 84 12 1 90 96 48 2 90 LC6 TLCCNDITION I: ACTIVE ODOR SEE REN %39 ON SKEET f0 FOR LOCK REQUIREMENTS INACTIVE DOOR: SEE REN J40 ON SKEET 10 FOR LOCK REOUIREV.EN75 LOCK CONF.IIION 7: ACRD DOOR SEE REN j41 ON SHEET 10 FOR LOCK REOVIREMENTS INACTIVE ODOR: SEE ITEM JS2 ON SHEET 10 FOR LOCK REODUtEMENTS FOR FRAME coNCHnous. SEE aEvnna+s SUBSTRATE BY OTHERS FRAMER FRAME ANCHOR FRAME ANCHOR PER EIEVARONS REWREMENTS TABLE' PER ELEVATIONS ON SHEET 1 1/4' MAX. SHIM AT EACH L ANCHOR BYSEALANTS— 9Y OTHERSOTHERS F SEALANTS BY OIHERS SUBSTRATE BY OTHERS PER 'FRAME ANCHOR RECLfREMENTS TABLE' ON SHEET I 4' MAX. 1. SH M AT EACH r ANCHOR 0R SEE GLAZING DEFAILS ON SHEET 4 tE 6 = ll u 31 31" I \ o EXfEFUOR E GLAZING DETAILS IXTERiOR SEE GLAZING DETAILS o '^z ON SHEET 4 ON SHIM 4 FRAME ANCHOR SUBSTRATE BY SECTION Al SECTION A7 PER ELEVATIONS OT14ERS PER Y SCALE: 1/2 FULL 5 SCALE: 1/2 FULL 5 'FRAME ANCHORTS WITH IR -500/501 FRWINC) (07TH IR -500/501 FRAMING) SECTION B TABLE'REOUtR SHSCAB: 1/2 FULL S TABLE' ON SHEET I 3 1/4' MAX. 1/4' MAX. 1 zm SHIM AT EAC -I FRAME WTDTH SHIM AT EACH - FRAME 1170TH ANCHORGx 17 18 17 18 z MtODL CrPXI ISm i J SFRAME sfyy wyhuu Flm4L E VATHiOFF$ 4 PM CHOR .4 c 1 I d/ Loo _ Ei >' J r ELEVARONs I n Y Y a::,• 7 SUBSTRATE BY - OTHERS PER fRAMEANCHORRECUIREMENTS TABLE' CN SHEET 1 BY OTHERS SEE GLAZ!NC SECTION 01 ON SHEET 4 SCALE: i/2 FULL 5 WITH IR -500/501 FRAMING l BUTT HINGE CONDITION) SUBSTRATEI BY OTHERS PER FRAME ANCHORREOUIREMESEALANTS 6 SHEETTABLE- I SY OTHERSSHEETI SEE GLAZING SECTION C2 ON SHEET 4 SCALE: 1/2 FULL 5 WITH IR -500/501 FRAMING k GEAR HINGE CONDITION) 1/4' VAX. EACHSHINATEA ANCHOR I FRAME riTOTH I 1/4' MAX. SHIM AT EACH FRAVE i5DH1 ANCHOR 17 1B SUBSTRATE By OTHERSrf PER ' FRAMEk5EALANTS ANCHORFRAME4REOUIREMENISANCHORPSEECUBINGDETAILS TABLE' ONELEVATIONSSHEET ISUBSTRATEONSHEET4 EY O ANCHORDTHERSPER ANCHOR 60 59 58C) TABU'ShE}7SEE ELEVATIONSREOUIRELF,TS GLAZING EXTERIOR 3DETNLS ON6Y61SHEET4 DTHERSS SECTION c4SECTI SCALE: 1/2 FULL 6j((im i SCALA: I/2 LULL 6 WITH IR-500/501 FRAM-NG k PIVOT INACTIVE ACTIVE- I (NRH TRIFAB 450/451 FRAVING) HINGE CONDMON) GEAR HINGE CONDITION J SHOWN. FOR OTHER HINGE EXTERIOR CONOITtONS APPLICABLE TO THIS SECTION. SEE SECTIONS SEE GLAZING CI/5 k C3/6.) SECTION— 4ON SCALE: 1/2 FLU 6 1/4' LAX. SHIM AT EACH-1I FRAME WIDTH 1/4' MAI( SHIM AT EACH ANCHOR I FRAME WIDTH ANCHOR SUBSTRATE 17 18 ur OTHERS PER 'FRAME PRODUCFREV6CD 26 Im uw h7addamnNf ^8" ANCHaR eanea a4 aZ • 03 REQUIREMENTS TABLE' ON naccpmwT+o C 4 SHEET I 8 Mival ado Ymdua Cartrol 2 8 FRAMEANCHCR PER t ly OR ELEVATIONS PERELEVATIONS w Q SUBSTRATE BY OTHERS PER EXTe760R SEE GLAZING Z SEALANTS DUA. ON FRAME ANCHOR EXTERIOR BY OTHERS SHEET 4 PRODUCTRENEWF:D lRl wlm,nerYadm ti, REOVIRENENIS TABLE' ON SHEET 1 SEALANTS ON GLAZING BETA[ BY OTHERS SECTION EI dV SHEET 4 B.1-9 • pR LECA evlulna coau SCALE: 1'/2 FULL SGV£: 1/2 FULL 6 WITH TRIFAB 450/451 FRAMING) WITH IR-500/501 FRAMING) - Mlmd pmeunamo- Z SUBSTRATE BY OTHERS SEEGLAZING PER FRAU: ANCHOR CEIALSSHEET 4—" r PRAME ANCHz4: ON SHEET 11 TABLE' FRAME ANCHORPEREIEYATONSHEETIPERELEVATIONS 1/4* MAX. EXTERIOR ( S _ \ 62 SRAV HCR SECTION FI SCALE: 1/2 FULL 7 1/4' MAX. II SHIM AT EACH AN'HOR c FRAME ANCHOR PER ELEVATIONS SUBSTRATE BY— OTHERS PER FRAME ANCHOR REQUIREMENTS TABLE' ON SHEET 1 SUBSTRATE BY OTHERS PER FRAME ANCHOR REQUIRENENTS TABLE' ON SHEET I 1/4' MAX. EACH EXTERIOR BY OHS SENA 8Y OTHERS BY OTHERS J 63 6 1 16B 66 6 6 I9L 8 m z ECTI SCALE: I/z FULLSECTION HOM- THIS MIO—RM MAY NOT BE USED ON DOORS EXTERIOR WITH REOUIREO DESIGN O _ '.,.SHE T 4 DETAILS EXTERIOR E GLAZING DETAILS PRESSURE OVER +/-70 PST. ON SHEET 4 SECTION cI SCALE: RIF FULL 7 SECTI— 2N _ WITH TRIFAB 450 FRAME) SCALE: RIF ML T WITH TRIFAO 457 FRAME) FRAME WIDTH SEE GLAZING ON SHEET 4 6 9 I SECTION 11 s. 1/z FULL 7 GEAR HINGE CONDITION SHOWN: FOR OT14ER HINGE CONDITIONS APPLICABLE TO THIS SECTION, SEE SECTIONS CI/S p C3/6) 1/4' MAX. SiIIM AT EACH —I A14HOR FRAME ANCHOR PER ELEVATIONS FRAME WIDTH SUBSTRATE Bc OTHERS PER EXTERIOR FRAME ANCHOR TABLE' EOETtTS SECTIONSEE GLAZING SHEET ICN SCALE: 1/2 FULL KD ON SHEET 4 p F g J7i 3u m is at Connol 'y i O nm iww. 6 111460 D 9rtlT x0. T T_ — T-r If-- = _ =Vi L -JI a _ —il FRAME W10M II II uJ II - 1 i4iR-500 OR -507 - - - - - - STORE FRONT SYSTEM 1600 SYSTE'A I UNDER SEFERATE I Ls—tiU{ IIII III fjll I !V / C1RfNN WAUDR POAPPROVALSU g . 62SHIM y 62 I I L -? I I I J_ ___ C IrATEACH II I L 8 9 ! J 1 ANCHOR tR-500 OR IR -501 r _ J I SIUCONE SRICONE p 6 STORE FRONT SYSTEM I I SEALANT I SEMANT UNDER 5EPERATE it 5 ' 63 APPROVAL 1 91 1 EXTERIOR I --! f L FRAME ANCHOR >6 8 V/ -, SEE OWING DETAILS _ _ -L / PER ELEVATIONS Ny Wl SHEET 4 EXTERK)fl 6636 SECTION _SEE HEFT4 DETM 6 ON SHEET 4 198 SCALE: I/2 fULL 6 SECTION(GEM HNGE CONDITION S4OWN'. FOR OTHER HNNCE $ iO APPLICABLE TO THIS SECTION. SEE SECTIONS CI/5 & C3/6) v, Us, SCALE: 1 /2 FULL 6e QQ v H mon 75 1600 SYSTEM 1 UN 'ER WALL DOOR OPENING GLAZING DETAILS LDy 9 62 r _ _ _ - _, CN SHEET 4 Rw I J== G =—jl ' i '/SHIN ° ILII 1600 SYSTEM .I SECTION NICURTANWALLUNDEREACH ANCHORI III SEPERATE APPROVAL SCALE 1/2 FULL 8 = z'm uceNE IIt'I Ilil (+•ATH TRIFAB +50 FRAME) ' m SEALANT SEALANT IIICj it Z 3e ul a63 FRAME ANCHOR FRA ME 11 ILII 5 i EPERELEVATIONS 16 PER III ILII O JELEVATIONSIII19rc 6 . B T3$ 7/7J J fR0DUCTR6V156D3A1mac"' S Y6'6vii60rc Ha ida UddncbN i L 10 ac y33+ Au<P1xKa 00 EXTERIOR ' EXTERIOR / f Wd.Ym Cmad C 6 SEE GLAZING DETAI rRooUCY NTVrm z wg, OETPJLSEGLAZON SHEER 4 aa,Plymx ihnmFl.RI. M Q .: $$ ING O_.•• i ON SHEET 4 SECTION SECTION u SCALE: I/2 FULL 6 (GEM HINGE CONDITION SHOCRI; FOR OTHER HINGE CONDITIONS ) / 1460 O CATH t1/ 2 LL FRAME) APPLICABLE TO TITS SECTION. SEE SECTIONS CI/5 & C3/6) AUvaf P gC. a a 1.952 3.019 1 -[ - 2.5100 0.090 1 lA HEAD JAMB (IR -500) 1.724 -{ 0.125 3.5W t" DOOR HEAD BAIL 1.724 -- 0.125 6.500 f - 4.952 0.188 I 2.500 0.125 18 ALTERNATE HEAD JAMB (IR -501) 4.952 3.324 -- -T 0.090 O2 HEAD JAMS (IR -501] 3.375 -----) 3.500 --I 0 7 L--] LL 0.125 1.750 --H 0.125 O9 DOOR STILE 7ODOOR SILL (APPLICABLE WITH BAIL CONTINUOUS HINGE) OQQOR STILE 4.150 APPLICABLE WITH BUTT & PIVOT HINGES) 0125 1.628 0.075 1.594 GLASS STOP 3.5 f---- 4.452 1.750 0.125 f -- 2.500 --I Oq SIDE JAMS IR- 0 3A HEAD JAMB (TRIFAB- 450) 5.000 OR IR -501) t---- 4.452 -I 2.000 0.17 0.125 3B HEAD JAMB (TRIFAB 451) -1.724 --I r 63 3.500 1i 1.750 n 0.125 0.125 1 0.125 10 INACTIVE DOOR II ACTIVE DOOR 0.094 FETING STILE MEETING STILE a 0.844 ` 2.000 1.062 8.250 7.125 0 0.062 6 0.988 0.094 19A SIDE JAMB 196 HEAD JAMB DOOR DOOR STOP STOP (IR -500/501 k TRIFAB 451) 1.174 1.455 0.550 1.120 - 0.090 SHEAR BLOCK TRIFAB 451) 15 AR -501) 865 V,:7 v vUMO. 550 8 0.718 0.125 4.656 I- 1 s75 0.351 --1 t-- 13 CROSS RAIZ 1.273 hlf 12 DOOR CROSS COVER OA90 20 EXTERIOR I 1.724 -1 DOOR GLASS 4.656 STOP (USED 1.359 I - WITH GLAZING DETAIL1 3.600 0.125 1.354 0.125 1.120 2) EXTERIOR I-- 4.000 ----T 16A SHEAR BLOCK 16C SHEAR BLOCK 17 DEEP POCKET O OppOR GLASS TRIFAB 4501 IR -500 501) 18 DEEP POCKET P2 DOOR THRESHOLDFILLER (IR -500) FlL I ER (IR -501) ME O 23 M_I!L 0.875 0.125 4.500 O5 I JAM 0.075 1.594 0 b InA o 0 K a, Z A a 10 ITEM il PMT il IrL)A CESCRIPTON MANUFACTURER/NOTES ITEM j PART j ITEM OESCRIPTION MANUFACTURER/NOTES PARTS HARDWARE CONTINUED. THUMBTURN & PUSH PACKAGE 1A 575-022 READ JAMB IR -500 6063-T6 ALUMINUM 4D 50-079 JINACTIVE DOOR TOP FLUSH BOLT ADAMS -RITE 1850 FLUSH BOLT 1B 575-162 ALTERNATE HEAD ,LAMB (IR -5500/501) 6063-16 ALUMINUM 50-075 1 INACTIVE DOOR BOTTOM FLUSH BOLT SYSTEM WITH KAV/NITER'S $ 2 575-122 READ JAMB R-501 6063 -TG ALUMINUM PUSH PACKAGE 3A 450-502 HEAD JAMB IFAS 450) 6083-T6 ALUMINUM 41 - ACTIVE DOOR LOCK ASSEMBLY ADAMS -TIRE NS 1850 3-PCWT LOCK C 38 451-079 HEAD JAMB IFAS 451 6003 -TG ALUMINUM i SYSTEM WITH KAWNIEER'S CYUNOER, 4 575-051 SAE JAMB IR 500 -OR IR -501 6063-T6 ALUMINUM T3UMBTIiRN &PUSH PACKAGE 5 163-036 SIDE JAMB 1600 OR JS ADAPTOR 6083-T6 ALUMINUM 42 - INACTIVE DOOR LOCK ASSFJAOLY ADAMS -RITE 2180 2 -FONT LOCK 6 200-023 DOOR• TOP RAIL 6063-T6 ALUMINUM SYSTEM VITTH KARYJEER'S 7 200-032 DOOR; BOTTOM RAIL 6063-76 ALUIJINIM PUSH PACKAGE Ti 8 200-005 DOOR SOLE (APPLICABLE WITH BURT 6063-16 ALUMINUM 43 50-079 IIU,CTIVE DOOR TOP FLUSH BOLT 13Y ADAMS -RITE Z2 PIVOT HINGES 44 50-075 INMTTvE DOOR BOTTOM FLUSH GMT BY ADAMS -RITE 9 200-012 DOOR STILE (APPLICA9LE WITH 6063-T6 ALUMINUM 45 CONCEALED ROD EXITPANIC DEVICE JACKSON 2086 CONTINUOUS HINGES) 45 CONCEALED ROU EXIT PANIC DUCE KAWNEER 1686 0 10 2C0-007 INACTNc DOOR MEETING STILE 6063-T6 ALUMINUM 47 - CONCFALID ROD EXIT PMIC DEVICE SARGENT 8400 11 200-006 ACTIVE DOOR MEETING STILE 6063-T6 ALUMINUM 48 CONCEALED ROD EXIT PANIC DEVICE PANELNE CR -90 12 233-013 DOOR CROSS RAL 6063 -TB ALUMINUM 49 CONCEALED ROD EXIT PANIC DEVICE SARGENT A03400 13 033-105 CROSS RAIL COVER 6063-T6 ALUMINUM '.0 - CONCEALED ROD EXIT PANIC DEVICE VON DUPRIN 9947 c3Fn 14 575-004 GLASS STOP IR -5C0 6063 -TB ALUMINUM 51 - CANCEALED ROD EXIT PA41C DEVICE ICALIBRE 9100_ 30$ 15 75-104 CLASS STOP 0-501 6063-16 ALUMINUM 52 - CONCEALED ROD EXR PANIC DEVICE MAINS RffE 086 c n.Nn16A450-103 SHEAR BLOCK FAD 450 6053-T6. ALUMINUM MISCELLANEOUS FASTENERS 168 457-141 SHEAR BLOCK TRIFAS 451 6063-T6 ALUMINUM 55 - NO. 12 X 2- SCREW 3" FROM ENDS & MAX- 11' O.C. U Nv 16C 400-140 SHEAR BLOCK (IR -500/501) 6063 -TO ALUMINUM 56 - NO. 12-24 X 9/16- S.S SCREW 8 PER HISCE F 17 575-035 DEEP POCKET FILLER IR -500 6063-T6 ALUMINUM 57 - NO. 12-24 X 13/32' SCREW 2 9/16" FROM ENDS & MAX c 3F 18 575-135 DEEP POCKET FRIER IR -501 6063-T6 ALUMINUM 5 1/8' O.C. (52 MAX. PER HINGE) 19A 450-520 SIDE JAMB DOOR STOP 6063-T6 ALUMINUM 58 - S 18 % 5 8- SCREW 2 PER TOP PIVOT HINGEE 198 D41-045 HEAD JAMB DOOR STOP 451 & 500/501) 6063 -TO ALUMINUM 59 - NO. 12-24 X 9116- S.S SCREW 2 PER INTERMEDIATE PIVOT HINGE 20 575-043 EXFMOR DOOR GLASS STOP 6063-T6 ALUMINUM 60 - 1/4-20 X -5/8- SCREW 3 PER BOTTOM PHOT HINGE RODUCT ItMSED 1cmyIYIlH+IIb ILe Huri4+ USED WITH GLAZING DETAIL I 61 - 140. 6 X 11/16' SCREW 10 PER LEAF Lul,,sc°i1c LI 10 O 21 575-045 INTERIOR DOOR GLASS STOP 6063-T6 ALUMINUM 62 - NO. 10 X ?116- S.S SCREW 2 FER CLIP _ Maa NO 22 069-139 DOOR THRESHOLD 6063-T6 ALUMINUM- 63 - N0. 10 % 1 19 32• S.S. SCREW 4 PER 1X6' J ^ 23 200-058 MID -RAIL _ 60TH -T6 ALUMINUM 64 - NO. ID X 1/2- S.S. SCREW 3' FROM. ENDS & VAX 7 1/2" 2 z8 ed+YNdta ConlNl 3 24 575-047 EXTERIOR DOOR GLASS STOP 6065-i6 ALUMINUM O.G. AT TOP &BOTTOM RATS - USED WITH GLAZING BURL 2 J" FROM ENDS & WX 11 1/8' j 25 451-064 SIDE JAMB RGAB 450/4511..6063-T6 ALUMINUM O.C. AT STILES 26 450-126 FLAT FILLER SHIM SUPPORT TRIFAB 4W451) 6063-16 ALUMINUM 65 - NO. 6 X 3/4' S.S. SCREW 1/4' FROM ENDS & MAX. aDucr ltmmMvw SEWS AND SEALANTS 9 17/32- D.C. dYNH aImNe FIPHaa fMuRdhHCo40Z R27027-078 DOOR BULB WEATHERING' ALCRYtF 66 - N0. 10 X 1 5 8" FHIF 'B" SCREW 1" FROM EMS & MAX- 16' O.C. aep4vuo tA+ - F J 28 027-56.7 FIXED DOOR GASKET E?D1J - - I----- 2.000 --I 0.406 I O INN 29 127-041 GLAZING TAPE SILICONE SPACER SEMI-RIGID POLYUfFETHANE FOAM - ree rloro n cal ' r; } OO 027-342 DOOR SETTING BLOCK NEOPRENE O.C8.0 . J1 ZOO -795 DOOR BOTTOM RUL WEATHER SWEEP VARIED ;-v 32 200-497 ADJUSTABLE ASTRAGAL WEATHERING lvAmED 0.080 33 - COMPRESSION TME 13MHARONARE 36 050-821 CONTINUOUS GEAR HINGES HAGER ROTON 4.500 3.590 -'QV . YY4-m. 4_ 4 I- 0.597 37 037-232 BUTT HINGE 4 PER PANEL) HAGER a< v* 38 050-322 TOP OFFSET PIVOT HINGE KAWNEER 070 +" \ O 050-331 INTERMEDIATE OFFSET PHOT HINGE 1.356 .AQ ` Z050-326 RH BOTTOM OFFSET PIVOT HINGE 050-327 LH BOTTOM OFFSET PIVOT HINGE —' 26 FLAT FILLER.. .,,• p p : 39 - ACTIVE DOOR LOCK ASSEMBLY ADAMS -RITE 1850 3 -POINT LOCK 24 EXTERIOR DOOR GLASS _ SHIM SUPPORT -• SYSTEM WITH KAWNEER'S CYLINDER; STOP (USED WITH 25 SIDE JAMB (TRIFAB (TRIFAQ 1460 D GLA21NG DETAIL 2) 450/451)10 X10 d COUNTY OF SEMINOLE IMPACT FEE STATEMENT r STATEMENT NUMBER: 15100000 DATE: January 14, 2015 BUILDING APPLICATION ##: 15-10000012 BUILDING PERMIT NUMBER: 15-10000412 UNIT ADDRESS: S. PARK AVE., 120 25 -19 -30 -SAG -0304-0100 2(P TRAFFIC ZONE:022 JURISDICTION: 1 SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: REcFTVFDOWNERNAME: ADDRESS: I APPLICANT NAME: ROKA PROPERTIES FEB 2.6 2015 ADDRESS: 120 S. PARK AVE. SANFORD FL 32771 LAND USE: CHANGE RETAIL TO RESTAURANT B 0. TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 120 S. PARK AVE CHANGE 1264SF RETAIL TO RESTAURANT ADDING 920SF OUTSIDE SEATING FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Restaurant - Sit Down* 4,340.00 2.184 1000nsft 9,478.56 ROADS -COLLECTORS N/A Restaurant - Sit Down* .00 2.184 10OOnsft 00 FIRE RESCUE N/A 00 LIBRARY N/A 00 SCHOOLS N/A 00 PARKS N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 CREDIT FEES: SCI ROAD ARTERIALS C Retail < 50K Square Feet* 2,962.00 1.26 0 g 3,743.96 - AMOUNT DUE 5,734.60 STATEMENT RECEIVED BY :IIA P "I I IGNAT'URE : PLEASE PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1 -BLDG DEPT 3 -APPLICANT 2 -FINANCE 4 -LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT. THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PER -MIT. PERSONS ARE ALSO ADVISED THAT A14Y RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. 2 fails to make payment to subcontractors for materials or labor in accordance with the respective agreements between the Contractor and the subcontractors; 3 persistently disregards laws, ordinances, or rules, regulations or orders of a public authority having jurisdiction; or 4 is otherwise guilty of substantial breach of a provision of the Contract Documents. 16.2.2 When any of the above reasons exist, the Owner, after consultation with the Architect, may without prejudice to any other rights or remedies of the Owner and after giving the Contractor and the Contractor's surety, if any, seven days' written notice, terminate employment of the Contractor and may 1 take possession of the site and of all materials thereon owned by the Contractor, and 2 finish the Work by whatever reasonable method the Owner may deem expedient. 16.2.3 When the Owner terminates the Contract for one of the reasons stated in Section 16.2.1, the Contractor shall not be entitled to receive further payment until the Work is finished. 16.2.4 If the unpaid balance of the Contract Sum exceeds costs of finishing the Work, such excess shall be paid to the Contractor. If such costs exceed the unpaid balance, the Contractor shall pay the difference to the Owner. This obligation for payment shall survive termination of the Contract. 16.3 TERMINATION BY THE OWNER FOR CONVENIENCE The Owner may, at any time, terminate the Contract for the Owner's convenience and without cause. The Contractor shall be entitled to receive payment for Work executed, and costs incurred by reason of such termination, along with reasonable overhead and profit on the Work not executed. ARTICLE 17 OTHER TERMS AND CONDITIONS Insert any other teens or conditions below) Proposal 42306, dated 01-19-15 will become an integral part of this contract. This contract amount excludes any changes incurred by the Building Department Plans Review, the Building Department Inspectors, any changes made by the Owner and any unforeseen conditions in the interior or exterior of the property. Any changes incurred by the above will result in a change order and will be at costs plus 10% overhead profit. Approval of change orders and payments will be done by the Owner only, and not overseen by the Architect of record. This Agreement entered into as of the day and year first written above. If required by law, insert cancellation period, disclosures or other waiving statements above the signatures.) OWNER (Signature) Rob Hawkins 8.56 Silverwood Drive Lake Mary, FL 32746 Printed name,'tirtle ant address) a -6 X w t vS VASt t r" Q0 L"L 'ef0 pe, I i CEJ y JN C CONTRACTOR (Signature) Stephen P. Smith, President Printed name, title mid address) LICENSE NO.: CBC045648 JURISDICTION: FLORIDA AIA Document All 05TM — 2007 formerly A105m —1993 and A206T —1993). Copyright 01993 and 2007 by The American Institute of Architects. All rights Init. reserved. WARNING: This AIA Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of 11 this AIA° Document, or any portion of It, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 16:37:21 on 01/22/2015 under Order No.7756364398 1 which expires on 01/18/2016, and is not for resale. User Notes: (1432442473) AIA Document A105TM — 2007 formerly A705' —1993 and A205- —1993). Copyright ©1993 and 2007 by The American Institute of Architects. All rightsInst. reserved. WARNING: This AIA Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under l the law. This document was produced by AIA software at 16:37:21 on 01/22/2015 under Order No.7756364398_1 which expires on 01/18/2016, and is not for resale. User Notes: (1432442473) Ocuent 1TM® 2007 Sfandard Form of Agreement Between Owner and Contractorfor a Residential or small Commercial Project AGREEMENT made as of the Twenty-first day of January in the year Two Thousand Fifteen ADDITIONS AND DELETIONS: 7n words, indicate day, month and year.) The author of this document has added information needed for its BETWEEN the Owner: completion. The author may also Name, legal status, address and other information) have revised the text of the original AIA standard form. An Additions and ROKA Properties,; Inc. Deletions Report that notes added 856 Silverwood Drive information as well as revisions to the Lake Mary, FL 32746 standard form text is available from the author and should be reviewed. A vertical line in the left margin of this document indicates where the author and the Contractor:` has added necessary information Name, legal status; address and other information) and where the author has added to or deleted from the original AIA text. Geneva Construction, Inc. This document has important legal P.O. Box 621858 consequences. Consultation with an Oviedo, FL 32762-1858 attorney is encouraged with respect Telephone Number: 407-349-5904 to its completion or modification. Fax Number: 407-349-0888 State or local law may impose for the following'Project: requirements on contracts for home Name, location and detailed description) improvements. If this document will be used for Work on the Owner's residence, the Owner should consult Sanford BBQ local authorities or an attorney to 120 Park Avenue verify requirements applicable to this Sanford, FL 32771 Agreement. interior build-out for future restaurant The Architect:. Name, legal status, address and other information) Olmedo Architect Group, Inc. PO Box 784825 Winter Garden, FL 32714 Telephone Number: 863-424-3630 Fax Number: 836-424-3557 The Owner and Contractor agree as follows. AIA Document A105TM — 2007 formerly A705' —1993 and A205- —1993). Copyright ©1993 and 2007 by The American Institute of Architects. All rightsInst. reserved. WARNING: This AIA Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under l the law. This document was produced by AIA software at 16:37:21 on 01/22/2015 under Order No.7756364398_1 which expires on 01/18/2016, and is not for resale. User Notes: (1432442473) TABLE OF ARTICLES 1 THE CONTRACT DOCUMENTS 2 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION DATE 3 CONTRACT SUM 4. PAYMENT 5 `' INSURANCE 6 . GENERAL PROVISIONS 7 OWNER 8 CONTRACTOR 9 ARCHITECT 10:' CHANGES IN THE WORK 11 ` TIME 12 PAYMENTS AND COMPLETION 13' PROTECTION OF PERSONS AND PROPERTY 14 CORRECTION OF WORK 15 MISCELLANEOUS PROVISIONS 16 TERMINATION OF THE CONTRACT 17 OTHER TERMS AND CONDITIONS ARTICLE 9 THE CONTRACT DOCUMENTS 1.1 The Contractor shall complete the Work described in the Contract Documents for the Project. The Contract Documents consist of 1 this Agreement signed by the Owner and Contractor; 2 the drawings and specifications prepared by the Architect, dated and enumerated as follows: Drawings: Number Title Date C Cover 11/17/14 AO0.0 Life Safety Plan A00.1 Existing Site Plan Demolition An0.2 Site Plan Alterations 11/9/14 A00.3 Site Plan Alterations Details 11/9/14 A00.4 Landscape Plan 11/9/14 A01 As -Built - Demolitions Floor 8/16/14 Plan & Roof Framing Plan A02 As -Built Elevations 10/9/14 Demolitions A03 As -Built Sections Demolitions AIA Document A105T —2007 formerly A1051 —1993 and A2051 —1993). Copyright ©1993 and 2007 by The American Institute of Architects. All rights Init. reserved. WARNING: This AIA Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of 2 this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 16:37:21 on 01/22/2015 under Order No.7756364398_1 which expires on 01/18/2016, and is not for resale. User Notes: (1432442473) Structural Alterations & Details 11/17/14 11/9/14 10/22/14 11/9/14 11/17/14 10/22/14 10/22/14 8/16/14 10/22/14 S05 Exterior Wall Sections Structural Alterations & Details Specifications: Section Title Pages 3 addenda prepared by the Architect as follows: Number Date Pages 4 written orders for changes in the Work issued after execution of this Agreement; and 5 other documents, if any, identified as follows: ARTICLE 2 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION The number of calendar days available to the Contractor to substantially complete the Work is the Contract Time. The date of commencement of the Work shall be the date of this Agreement unless otherwise indicated below. The Contractor shall substantially complete the Work, no later than 16-20 weeks from the date the building permit is issued by the City of Sanford Building Department ( ) calendar days from the date of commencement, subject to adjustment as provided in Article 10 and Article 11. AIA Document A105T —2007 tformerlyA105T —1993 and A205Tm —1993). Copyright ©1993 and 2007 by The American Institute of Architects. All rights Init. reserved. WARNING: This AIA Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of 3 this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 16:37:21 on 01/22/2015 under Order No.7756364398_1 which expires on 01/18/2016, and is not for resale. User Notes: (1432442473) A04 Equipment Plan & Schedule A05 Floor Plan & Door -Window Schedule A06 Room Finishes, Door & Window Schedules & Details A07 Room Finishes, Door & Window Schedules & Details A08 Exterior Elevations Alterations A09 Building Sections Alterations A10 Toilet Rooms & Interior Elevations A & B All Interior Elevations A, C, D & E Al2 Reflective Ceiling Plan E01 Electrical Power Plan E02 Electrical Lighting Plan E03 Electrical Panel Schedules & Riser Diagram MOl HVAC Plan M02 Hood Elevations M03 Hoods & Schedules M04 Hoods & Schedules POI Plumbing Waste Plan P02 Plumbing Gas & Waste Water Supply Plan P03 Plumbing Notes & Details Sol Structural Footings Plan & Details S02 Structural Roof Support Plan & Details 503 Structural Details & Notes SO4 Exterior Wall Sections Structural Alterations & Details 11/17/14 11/9/14 10/22/14 11/9/14 11/17/14 10/22/14 10/22/14 8/16/14 10/22/14 S05 Exterior Wall Sections Structural Alterations & Details Specifications: Section Title Pages 3 addenda prepared by the Architect as follows: Number Date Pages 4 written orders for changes in the Work issued after execution of this Agreement; and 5 other documents, if any, identified as follows: ARTICLE 2 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION The number of calendar days available to the Contractor to substantially complete the Work is the Contract Time. The date of commencement of the Work shall be the date of this Agreement unless otherwise indicated below. The Contractor shall substantially complete the Work, no later than 16-20 weeks from the date the building permit is issued by the City of Sanford Building Department ( ) calendar days from the date of commencement, subject to adjustment as provided in Article 10 and Article 11. AIA Document A105T —2007 tformerlyA105T —1993 and A205Tm —1993). Copyright ©1993 and 2007 by The American Institute of Architects. All rights Init. reserved. WARNING: This AIA Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of 3 this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 16:37:21 on 01/22/2015 under Order No.7756364398_1 which expires on 01/18/2016, and is not for resale. User Notes: (1432442473) Insert the date of commencement, if it differs from the date of this Agreement.) The date of commencement will be the date the building permit is issued by the City of Sanford Building Department ARTICLE 3 CONTRACT SUM 3.1 Subject to additions and deductions in accordance with Article 10, the Contract Sum is: Two Hundred Forty-eight Thousand Three Hundred Twenty-six Dollars and Zero Cents ($ 248,326.00 ) 3,!2 For purposes of payment, the Contract Sum includes the following values related to portions of the Work: Itemize the Contract SuM.among the majorportions of the Work.) Portion of Work Value 3.3 Unit prices, if any, are as follows: Identify and state the unit price; state the quantity limitations, if any, to which the unit price will be applicable) item Units and Limitations Price per Unit ($0.00) 3.4 Allowances included in the Contract Sum, if any, are as follows: Identify allowance and state exclusions, if any, from the allowance price) Item Price 3.5 The Contract Sum isbased upon the following alternates, if any, which are described in the Contract Documents and'hereby accepted by the Owner: State the numbers or other identification of accepted alternates. If the bidding orproposal documents permit the Owner to accept other alteniates subsequent to the execution of this Agreement, attach a schedule of such other alternates showing the amount for each and the date when that amount expires) 3.6 The Contract Sum shall include all items and services necessary for the proper execution and completion of the Work. ARTICLE 4 PAYMENT 4.1 Based on Contractor's Applications for Payment certified by the Architect, the Owner shall pay the Contractor, in accordance with `Article 12, as follows: Insert below timingforpayments and provisions for withholding retainage, if any.) 25% Due upon completion of demolition 25% Due upon completion of exterior masonry 25% Due upon completion of drywall 15% Due upon completion 10% Retainage 4.2 Payments due and unpaid under the Contract Documents shall bear interest from the date payment is due at the rate below, or in the absence thereof, at the legal rate prevailing at the place of the Project. 18 % per year ARTICLE 5 INSURANCE 5.1 The Contractor shall provide Contractor's general liability and other insurance as follows: AIA Document A105T —2007 formerly A105' —1993 and A205T —1993). Copyright ©1993 and 2007 by The American Institute of Architects. All rightsInit. reserved. WARNING: This AIA Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of 4 this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under t the law. This document was produced by AIA software at 16:37:21 on 01/22/2015 under Order No.7756364398_1 which expires on 01/18/2016, and is not for resale. User Notes: (1432442473) Insert specific insurance requirements and limits) Type of insurance Commercial General Liability - Westfield Insurance Company - CWP3581975 Automobile Liability - Westfield Insurance Company - CEP3581975 Limit of liability ($0.00) 2,000,000 - Each Occurrence 100,000 - Damage to Rented Premises 5,000 - Med. Exp. 2,000,000 - Personal & Adv. Injury 4,000,000 - General Aggregate 4,000,000 - Products 1,000,000 - Combined Single Limit Umbrella - Westfield Insurance Company - $1,000,000 - Each Occurrence CEP3581.975 $1,000,000 - Aggregate Workers Compensation & Employers $1,000,000 - E.L. Each Accident Liability-`Bridgefield Employers Ins. Co. - $1,000,000 - E.L. Disease - Ea Employee 830-30924 $1,000,000 - E.L. Disease - Policy Limit 5.2 The Owner shall provide property insurance to cover the value of the Owner's property, including any Work provided under this Agreement. The Contractor is entitled to receive an increase in the Contract Sum equal to the insurance proceeds related to a loss for damage to the Work covered by the Owner's property insurance. 5,3 The Contractor shall obtain an endorsement to its general liability insurance policy to cover the Contractor's obligations under Section 8.12. 5.4 Each party shall provide certificates of insurance showing their respective coverages prior to commencement of the Work. 5.5 Unless specifically precluded by the Owner's property insurance policy, the Owner and Contractor waive all rights against (1) each other and any of their subcontractors, suppliers, agents and employees, each of the other; and 2) the Architect, Architect's consultants and any of their agents and employees, for damages caused by fire or other causes of loss to.the extent covered by property insurance or other insurance applicable to the Work. ARTICLE 6 GENERAL PROVISIONS 6.1 THE CONTRACT The Contract represents the entire and integrated agreement between the parties and supersedes prior negotiations, representations or agreements, either written or oral. The Contract may be amended or modified only by a written modification in accordance with Article 10. 6.2 THE WORK The term "Work" means the construction and services required by the Contract Documents, and includes all other labor, materials, equipment and services provided, or to be provided, by the Contractor to fulfill the Contractor's obligations. 6.3 INTENT The intent of the Contract Documents is to include all items necessary for the proper execution and completion of the Work by the Contractor. The Contract Documents are complementary, and what is required by one shall be as binding as if required by all. 6.4 OWNERSHIP AND USE OF ARCHITECT'S DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS Documents prepared by the Architect are instruments of the Architect's service for use solely with respect to this Project. The Architect shall retain all common law, statutory and other reserved rights, including the copyright. The Contractor, subcontractors, sub -subcontractors, and material or equipment suppliers are authorized to use and reproduce the instruments of service solely and exclusively for execution of the Work. The instruments of service may AIA Document A1051 — 2007 formerly A1105"'-1993 and A205TM —1993). Copyright ©1993 and 2007 by The American Institute of Architects. All rights nit. reserved. WARNING: This AIA Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of 5 this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under t the law. This document was produced by AIA software at 16:37:21 on 01/22/2015 under Order No.7756364398_1 which expires on 01/18/2016, and is not for resale. User Notes: (1432442473) not be used for other Projects or for additions to this Project outside the scope of the Work without the specific written consent of the Architect. ARTICLE 7 OWNER 7:1 INFORMATION AND SERVICES REQUIRED OF THE OWNER 7.1.1 If requested by the Contractor, the Owner shall furnish all necessary surveys and a legal description of the site. 7.1.2 Except for permits and fees that are the responsibility of the Contractor under the Contract Documents, the Owner shall obtain and pay for other necessary approvals, easements, assessments and charges. 7.2 OWNER'S RIGHT. TO STOP THE WORK If the Contractor fails to correct Work which is not in accordance with the Contract Documents, the Owner may direct the Contractor in writing to stop the Work until the correction is made. 73 OWNER'S RIGHT TO CARRY OUT THE WORK If the Contractor defaults or neglects to carry out the Work in accordance with the Contract Documents and fails within a seven day period after receipt of written notice from the Owner to commence and continue correction of such default or neglectwith diligence and promptness, the Owner may, without prejudice to other remedies, correct such deficiencies. In such case, the Contract Sum shall be adjusted to deduct the cost of correction from payments due the Contractor. 74 OWNER'S RIGHT TO PERFORM CONSTRUCTION AND TO AWARD SEPARATE CONTRACTS 7.4.1 The Owner reserves the right to perform construction or operations related to the Project with the Owner's own forces, and to award separate contracts in connection with other portions of the Project. 7.4.2 The Contractor shall coordinate and cooperate with the Owner's own forces and separate contractors employed by the Owner. . 7.4.3 Costs caused by delays or by improperly timed activities or defective construction shall be borne by the party responsible therefor. ARTICLE 8 CONTRACTOR 8.1 REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS BY CONTRACTOR 8.1.1 Execution of the Contract by the Contractor is a representation that the Contractor has visited the site, become familiar with local conditions under which the Work is to be performed and correlated personal observations with requirements of the Contract Documents. 8.1.2 The Contractor shall carefully study and compare the Contract Documents with each other and with information furnished by the Owner. Before commencing activities, the Contractor shall (1) take field measurements and verify field conditions; (2) carefully compare this and other information known to the Contractor with the Contract Documents; and (3) promptly report errors, inconsistencies or omissions discovered to the Architect. 8.2 CONTRACTOR'S CONSTRUCTION SCHEDULE The Contractor, promptly after being awarded the Contract, shall prepare and submit for the Owner's and Architect's information a Contractor's construction schedule for the Work. 8:3 SUPERVISION AND CONSTRUCTION PROCEDURES 8.3.1 The Contractor shall supervise and direct the Work, using the Contractor's best skill and attention. The Contractor shall be solely responsible for and have control over construction means, methods, techniques, sequences and procedures, and for coordinating all portions of the Work. 8.3.2 The Contractor, as soon as practicable after award of the Contract, shall furnish in writing to the Owner through the Architect the names of subcontractors or suppliers for each portion of the Work. The Contractor shall not contract with any subcontractor or supplier to whom the Owner or Architect have made a timely and reasonable objection. AIA Document A10511 — 2007 formerly A105- —1993 and A205- —1993). Copyright ©1993 and 2007 by The American Institute of Architects. All rights Init. reserved. WARNING: This AIA Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of 6 this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 16:37:21 on 01/22/2015 under Order No.7756364398_1 which expires on 01/18/2016, and is not for resale. User Notes: (1432442473) 8.4 LABOR AND MATERIALS 8.4 .1 Unless otherwise provided in the Contract Documents, the Contractor shall provide and pay for labor, materials, equipment, tools, utilities, transportation, and other facilities and services necessary for proper execution and completion of the Work. 8.4.2 The Contractor shall enforce strict discipline and good order among the Contractor's employees and other persons carrying out the Contract Work. The Contractor shall not permit employment of unfit persons or persons not skilled in tasks assigned to them. 8.5 WARRANTY The Contractor" warrants to the Owner and Architect that: (1) materials and equipment furnished under the Contract will be new and of good quality unless otherwise required or permitted by the Contract Documents; (2) the Work will be free from defects not inherent in the quality required or permitted; and (3) the Work will conform to the requirements of the Contract Documents. 8.6 TAXES The Contractor shall pay sales, consumer, use and similar taxes that are legally required when the Contract is executed. 8.7 PERMITS,FEES AND NOTICES 8.7.1 The Contractor shall obtain and pay for the building permit and other permits and governmental fees, licenses and inspections necessary for proper execution and completion of the Work. 8.7.2 The Contractor shall comply with and give notices required by agencies having jurisdiction over the Work. If the Contractor, performs Work knowing it to be contrary to applicable laws, statutes, ordinances, codes, rules and regulations, or lawful orders of public authorities, the Contractor shall assume full responsibility for such Work and shall bear the attributable costs. The Contractor shall promptly notify the Architect in writing of any known inconsistencies in the Contract Documents with such governmental laws, rules and regulations. 8.8 SUBMITTALS. The Contractor shall promptly review, approve in writing and submit to the Architect Shop Drawings, Product Data, Samples and similar submittals required by the Contract Documents. Shop Drawings, Product Data, Samples and Similar submittals are not Contract Documents. 8.9 USE OF SITE The Contractor shall confine operations at the site to areas permitted by law, ordinances, permits, the Contract Documents and the Owner. 8.10 CUTTING AND PATCHING The Contractor shall be responsible for cutting, fitting or patching required to complete the Work or to make its parts fit, together properly. 8.11 CLEANING UP The Contractor shall keep the premises and surrounding area free from accumulation of debris and trash related to the Work. At the completion of the Work, the Contractor shall remove its tools, construction equipment, machinery and surplus material; and shall properly dispose of waste materials. 8.12 INDEMNIFICATION To the fullest extent permitted by law, the Contractor shall indemnify and hold harmless the Owner, Architect, Architect's consultants and agents and employees of any of them from and against claims, damages, losses and expenses,:. including but not limited to attorneys' fees, arising out of or resulting from performance of the Work, provided that such claim, damage, loss or expense is attributable to bodily injury, sickness, disease or death, or to injury to or, destruction of tangible property (other than the Work itself), but only to the extent caused by the negligent acts or omissions of the Contractor, a subcontractor, anyone directly or indirectly employed by them or anyone for whose acts they may be liable, regardless of whether or not such claim, damage, loss or expense is caused in part by a party indemnified hereunder. AIA Document A105TM —2007 Lformerly A105TM —1993 and A205T —1993). Copyright O 1993 and 2007 by The American Institute of Architects. All rightsInit. reserved. WARNING: This AIA Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 16:37:21 on 01/22/2015 under Order No.7756364398_1 which expires on 01/18/2016, and is not for resale. User Notes: (1432442473) ARTICLE 9 ARCHITECT 9.1 The Architect will provide administration of the Contract as described in the Contract Documents. The Architect will have authority to act on behalf of the Owner only to the extent provided in the Contract Documents. 9.2 The Architect will visit the site at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the Work. 9.3 The Architect will not have control over or charge of, and will not be responsible for, construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the Work, since these are solely the Contractor's responsibility. The Architect will not be responsible for the Contractor's failure to carry out the Work in accordance with the Contract Documents. 9.4 Based on the Architect's observations and evaluations of the Contractor's Applications for Payment, the Architect will review and certify the amounts due the Contractor. 9.5 The Architect has authority to reject Work that does not conform to the Contract Documents. 9.6 The Architect will promptly review and approve or take appropriate action upon Contractor's submittals, but only for the limited purpose of checking for conformance with information given and the design concept expressed in the Contract Documents. 9.7 The Architect will promptly interpret and decide matters concerning performance under, and requirements of, the Contract Documents on written request from either the Owner or Contractor. 9.8 Interpretations and decisions of the Architect will be consistent with the intent of and reasonably inferable from the Contract Documents and will be in writing or in the form of drawings. When making such interpretations and decisions, the Architect will endeavor to secure faithful performance by both Owner and Contractor, will not show partiality to either and will not be liable for results of interpretations or decisions rendered in good faith. 9.9 The Architect's duties, responsibilities and limits of authority as described in the Contract Documents shall not be changed without written consent of the Owner, Contractor and Architect. Consent shall not be unreasonably withheld. ARTICLE 10 CHANGES IN THE WORK 10.1 The Owner, without invalidating the Contract, may order changes in the Work within the general scope of the Contract consisting of additions, deletions or other revisions, the Contract Sum and Contract Time being adjusted accordingly in writing. If the Owner and Contractor can not agree to a change in the Contract Sum, the Owner shall pay the Contractor its actual cost plus reasonable overhead and profit. 10.2 The Architect will have authority to order minor changes in the Work not involving changes in the Contract Sum or the Contract Time and not inconsistent with the intent of the Contract Documents. Such orders shall be in writing and shall be binding on the Owner and Contractor. The Contractor shall carry out such orders promptly. 10.3 If concealedorunknown physical conditions are encountered at the site that differ materially from those indicated in the Contract Documents or from those conditions ordinarily found to exist, the Contract Sum and Contract Time shall be subject to equitable adjustment. ARTICLE 11 TIME 11.1 Time limits stated in the Contract Documents are of the essence of the Contract. 111 If the Contractor is delayed at any time in progress of the Work by changes ordered in the Work, or by labor disputes, fire, unusual delay in deliveries, unavoidable casualties or other causes beyond the Contractor's control, the Contract Time shall be subject to equitable adjustment. AIA Document All 051" — 2007 formerly A1051 —1993 and A205T —1993). Copyright ©1993 and 2007 by The American Institute of Architects. All rights Init. reserved. WARNING: This AIA Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 16:37:21 on 01/22/2015 under Order No.7756364398_1 which expires on 01/18/2016, and is not for resale. User Notes: (1432442473) ARTICLE 12 PAYMENTS AND COMPLETION 12.1 CONTRACT SUM The Contract Sum stated in the Agreement, including authorized adjustments, is the total amount payable by the Owner to the Contractor for performance of the Work under the Contract Documents. 12.2 APPLICATIONS FOR PAYMENT 12.2.1 At least ten days before the date established for each progress payment, the Contractor shall submit to the Architect an itemized Application for Payment for Work completed in accordance with the values stated in the Agreement. Such Application shall be supported by data substantiating the Contractor's right to payment as the Owner or Architect may reasonably require. Payments shall be made on account of materials and equipment delivered and suitably stored at the site for subsequent incorporation in the Work. If approved in advance by the Owner, payment may similarly be made for materials and equipment stored, and protected from damage, off the site at a location agreed Upon in writing. 12.2.2 The Contractor warrants that title to all Work covered by an Application for Payment will pass to the Owner no:later than the time of payment. The Contractor further warrants that upon submittal of an Application for Payment, All Work for which: Certificates for Payment have been previously issued and payments received from the Owner shall, to the best of the Contractor's knowledge, information and belief, be free and clear of liens, claims, security interests or other encumbrances adverse to the Owner's interests. 12.3 CERTIFICATES FOR PAYMENT The Architect will, within seven days after receipt of the Contractor's Application for Payment, either issue to the Owner a Certificate for Payment, with a copy to the Contractor, for such amount as the Architect determines is properly due, or notify the Contractor and Owner in writing of the Architect's reasons for withholding certification in whole or in part. 12A PROGRESS PAYMENTS 12AA After the Architect' has issued a Certificate for Payment, the Owner shall make payment in the manner provided in'the Contract Documents. 12.4.2 The Contractor shall promptly pay each subcontractor and supplier, upon receipt of payment from the Owner, an amount determined in accordance with the terms of the applicable subcontracts and purchase orders. 12.4.3 Neither the Owner nor the Architect shall have responsibility for payments to a subcontractor or supplier. 12.4.4 A Certificate for Payment, a progress payment, or partial or entire use or occupancy of the Project by the Owner shall not constitute acceptance of Work not in accordance with the requirements of the Contract Documents. 12.5 SUBSTANTIAL COMPLETION 12.5.1 Substantial Completion is the stage in the progress of the Work when the Work or designated portion thereof is sufficiently complete in accordance with the Contract Documents so the Owner can occupy or utilize the Work for its intended use. 12.5.2 When the Work or designated portion thereof is substantially complete, the Architect will make an inspection to,determine whether the Work is substantially complete. When the Architect determines that the Work is substantially complete the Architect shall prepare a Certificate of Substantial Completion that shall establish the date of Substantial Completion, shall establish the responsibilities of the Owner and Contractor, and shall fix the time within which the Contractor shall finish all items on the list accompanying the Certificate. Warranties required by the Contract Documents shall commence on the date of Substantial Completion of the Work or designated portion thereof unless otherwise provided in the Certificate of Substantial Completion. 12.6 FINAL COMPLETION AND FINAL PAYMENT 12.6.1 Upon receipt of a final Application for Payment, the Architect will inspect the Work. When the Architect finds the Work acceptable and the Contract fully performed, the Architect will promptly issue a final Certificate for Payment. AIA Document A105TM' —2007 formerly A1051 —1993 and A205' —1993). Copyright ©1993 and 2007 by The American Institute of Architects. All rights Init. reserved. WARNING: This AIA Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of 9 this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 16:37:21 on 01/22/2015 under Order No.7756364398_1 which expires on 01/18/2016, and is not for resale. User Notes: (1432442473) 12.6.2 Final payment shall not become due until the Contractor submits to the Architect releases and waivers of liens, and data establishing payment or satisfaction of obligations, such as receipts, claims, security interests or encumbrances arising out of the Contract. 12.6.3 Acceptance of final payment by the Contractor, a subcontractor or material supplier shall constitute a waiver of claims by that payee except those previously made in writing and identified by that payee as unsettled at the time of final. Application for Payment. ARTICLE 13 PROTECTION OF PERSONS AND PROPERTY The Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs, including all those required by law in connection with performance of the Contract. The Contractor shall take reasonable precautions to prevent damage, injury or loss to employees on the Work, the Work and materials and equipment to be incorporated therein, and other property at the site or adjacent thereto. The Contractor shall promptly remedy damage and loss to property caused in whole or in part by the Contractor, or by anyone for whose acts the Contractor may be liable:` ARTICLE 14 CORRECTION OF WORK 14,1 The Contractor shall promptly correct Work rejected by the Architect as failing to conform to the requirements of the Contract Documents. The Contractor shall bear the cost of correcting such rejected Work, including the costs of uncovering, replacement and 'additional testing. 14.2 In addition to the Contractor's other obligations including warranties under the Contract, the Contractor shall, for a period of one year after Substantial Completion, correct work not conforming to the requirements of the Contract Documents. 14.3 If the Contractor fails to correct nonconforming Work within a reasonable time, the Owner may correct it in accordance with Section 73. ARTICLE 15 MISCELLANEOUS PROVISIONS 15.1 ASSIGNMENT OF CONTRACT Neither; party to the Contract shall assign the Contract as a whole without written consent of the other. 15.2 TESTS AND INSPECTIONS 15.2.1 At the appropriate times, the Contractor shall arrange and bear cost of tests, inspections and approvals of portions of the Work required by the Contract Documents or by laws, statutes, ordinances, codes, rules and regulations, or lawful orders'of public authorities. 15.2.2 If the Architect requires additional testing, the Contractor shall perform those tests. 15.2.3 The Owner shall bear cost of tests, inspections or approvals that do not become requirements until after the Contract is executed. 15.3 GOVERNING LAW_ The Contract shall be governed by the law of the place where the Project is located. ARTICLE 16 TERMINATION OF THE CONTRACT 16.1 TERMINATION BY THE CONTRACTOR If the Architect fails to certify payment as provided in Section 12.3 for a period of 30 days through no fault of the Contractor, or if the Owner fails to make payment as provided in Section 12.4.1 for a period of 30 days, the Contractor may, upon" seven' additional days' written notice to the Owner and Architect, terminate the Contract and recover from the Owner' payment for Work executed including reasonable overhead and profit, and costs incurred by reason of such termination. 16.2 TERMINATION BY THE OWNER FOR CAUSE 16.2.1 The Owner may terminate the Contract if the Contractor 1 repeatedly refuses or fails to supply enough properly skilled workers or proper materials; AIA Document A1051" —2007 formerly A105 TM —1993 and A205T —1993). Copyright 01993 and 2007 by The American Institute of Architects. All rights nit. reserved. WARNING: This AIA Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of 10 this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 16:37:21 on 01/22/2015 under Order No.7756364398_1 which expires on 01118/2016, and is not for resale. User Notes: (1432442473) Geneva Construction, Inc. P O Box 621858 —Oviedo, FL 32762 407) 349-5904 — (407) 349-0888 FAX genevaconst@aol.com Mr. Rob Hawkins robh insuranceriskservices.com We hereby propose to furnish the materials and perform the labor necessary for the completion of the following at: Sanford BBQ - 120 S. Park Ave; Sanford, FL Permit - budget (no impact fees included) 2,500.00 Demolition - siteriinterior 14,890.00 Rental - fence/equipment 3,500.00 Exterior concrete / block / footers interior / concrete interior/ 29,500.00 concrete exterior Steel interior w/LVLs 4,900.00 Shoring interior 2,000.00 Metal framing & drywall 9,400.00 Framing wood 3,600.00 FRP kitchen 2,002.00 Cabinets - budget (supplied by Owner) Roll -up garage door (budget) 13,500.00 Doors - interior new 4,300.00 Doors/windows restoration - budget 7,000.00 Painting - interior & exterior 7,500.00 Ceramic tile - exterior - budget 2,100.00 Ceramic tile - interior - budget Restrooms 1,804.00 Kitchen 3,300.00 Acoustical ceiling 1,800.00 Painted concrete floors - customer side 1,400.00 Gated trash enclosure - budget 2,400.00 Landscaping - budget 5,000.00 Re -roofing 10,680.00 Electrical 29,895.00 Light fixtures - budget 4,500.00 HVAC w/hood installation & tempered make-up air 27,500.00 Plumbing w/grease trap 22,780.00 Sail awnings budget Supervision 8,000.00 Overhead & profit (10%) $ 22,575.10 TOTAL $ 248,326.10 NOTES: Hood / fans / curbs - by Owner All equipment by Owner Walk-in w/roof kit by Owner All furniture - by Owner Proposal based on site having nothing hidden below grade. Price for roll -up garage door is for door approved by Building Dept. We will try to find a less expensive alternative. Any alteration or deviation from above specification involving extra Respectfully submitted: GENEVA CONSTRUCTION, INC. costs will be executed only upon written order and will become an extra charge over and above the proposal. All Agreements contingent upon strikes, accidents, or delays beyond our control. Note -This proposal may be withdrawn by us if not accepted in thirty days. ACCEPTANCE OF PROPOSAL- The above prices, specifications and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Date Signature Certification of Document's Authenticity AIA® Document D401 TM —2003 I, Stephen P. Smith, hereby certify, to the best of my knowledge, information and belief, that I created the attached final document simultaneously with its associated Additions and Deletions Report and this certification at 16:37:21 on 01/22/2015 under Order No. 7756364398_1 from AIA Contract Documents software and that in preparing the attached final document I made no changes to the original text of Ale Document A105TM — 2007, Standard Form of Agreement Behveen Owner and Contractor for a Residential or Small Commercial Project, as published by the AIA in its software, other than.those a0fion and deletions shown in the associated Additions and Deletions Report. Signed) Title) Dated) AIA Document D401111 —2003. Copyright 01992 and 2003 by The American Institute of Architects. All rights reserved. WARNING: This Ale Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 16:37:21 on 01/22/2015 under Order No.7756364398_1 which expires on 01/18/2016, and is not for resale. User Notes: (1432442473) City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32771 Phone: 407.688.5150 Fax: 407.688.5152 CONDITIONS OF PERMIT Date: November 18, 2014 i Contact Person: Stephen Smith Contact Phone Number: Contact Fax Number: ,,,r J` N eee Contact E-mail Address: genevaconst@aol.com , `-"'-CQ Building Permit Application Number: 14-2203 Project: Renovation Job Address: 120 Park Avenue The above permit is issued under the following conditions: 1. Provide two sets of Florida Product Approval FL4553.1 or NOA option as noted on sheet C. Could not download as sent by Architect. 2. Submit two full size revised sheets C, A05 and E03. 3. Other submittals may be requested by field inspectors during construction. 4. See enclosed letter Samuel Olmedo / Christine Dalton dated November 7, 2014 addressing Certificate of Appropriate nes e str tures, windows and lighting. 5. Shade structures, windows and lightin canno e insta ed until approved by HPB. Contractor / Agent Signature Please direct any questions you may have to Joy Deen at 407.688.5064 or fax to 407.688.5152. You may also contact me by e-mail at joy.deen@sanfordfl.gov. Respectfully, Jo Deen, Plans Examiner Samuel olmedo, Architect FL. REG. AR0015027 P.O. BOX 784825 Winter Garden, FL 34778 Telephone 407 . 967 . 3109 Email soarcht@yahoo.com November 07, 2014 Plans Review Revision Letter #3 Christine Dalton City of Sanford 300 N. Park Avenue Sanford, FL 32771-1244 Owner/Client: Mr. Robert Hawkins 116 S Park Ave, Sanford Florida 32771 General Contractor: Stephen P. Smith/Geneva Construction, Inc. Permit: Permit 14-2203 Project: _120 S Park Ave Sanford, Florida Dear Ms. Dalton, PN - 14004 The following comments have been revised with triangle revision#3 and clouded area. Below are some comments regarding the building permit drawings that are under review by the City: 1. Sheet A00.3 — drawings reflect incorrect handicap sign; must use City approved sign, per 94. Response — Sign replaced with image found on Schedule H; Figure H-2. Need elevation drawing of dumpster enclosure. Response — Dumpster drawings added to sheet A00.3 from the building elevation drawings. Also, reference tag is added to sheet A05. 2. Shade structures require HPB review/approval. A Certificate of Appropriateness application must be submitted so the item can be placed on the next available HPB agenda for review. Response—Acknowledged. Application will be submitted. I Planter areas shown with sharp concrete ends nearest to the building may be a problem over time. Concrete with that narrow width is likely to break off. Response — Acknowledged. See sheet A00.2 for clouded area revision of slab. 4. A Certificate of Appropriateness is required for repair of existing windows. Response — Window unit 41 will not be repaired, only replaced with new windok units to match existing. Window unit 94 to remain. See Window Schedule on Sheet AOS. The application must include photographs of the existing condition of each window with a written description of the work to be undertaken for each window. Response — Acknowledged. Application will be submitted. 5. A Certificate of Appropriateness is required for architectural lighting. The application must include information regarding light output, colors, placement, and photographs of examples. Response — Acknowledged. Application will be submitted. 6. Sheet A08 reflects a wall sign which requires a Certificate of Appropriateness. The application must include dimensions, material list, colors, and other design details. Response — Wall Sign is removed from the building scope of work. See sheets A8, E2, & E3. Landscaping: 1. PT 1.: This is a very large palm for the area proposed. These are the same palms that are used in Veteran's Memorial Park. You may want to drive by there and look at their size. Response — Palm is changed, however taller palms are intended here — maybe you have a suggestion_ 2. CMI: Need to specify if using multi or single trunk. Since the height specified has a 6' range it is probably multi trunk in which cakes it should specify the number of trunks (ex. 3-5). Response — Acknowledged, multi -trunk indicated. 3. SP: Saw palmetto may not be a wise choice adjacent to walking paths. The stems have sharp teeth that may cut pedestrian; the plant has a serrated edge. Response — Acknowledged, Changed to P 1 — Jaded empress. 4. There are some spelling errors on plant types. These should be corrected so the contractor has no confusion when purchasing the plants. Response — Acknowledged, names are copied from web site. 5. Plant sizes should be refined to reflect larger, more established plants. Respo —Acknowledged. Sincere }, SameIOImedo, Architect= THIS INSTRUMENT PREPARED BY: Name: Stephen P. Smith Address: PO Box 621858; Oviedo FL 32762 NOTICE OF COMMENCEMENT State of Florida County of Seminole MARYANNE MORSE, SEMINOLE CO,Iwy CLERK OF CIRCUIT COURT & COMPTROLLER HK 08420 Pg 0660; Opg) CLERK'S # 2015020568 RECORDED 02/26/2015 01:38:04 PM RECORDING FEES 10.00 RECORDED BY H DeVore Permit Number: 14-2203 Parcel ID Number: 25-19-30-5AG-0304-0100 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. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) 120 Park Avenue: Sanford FL 32771 GENERAL DESCRIPTION OF IMPROVEMENT: building renovation for future restaurant OWNER INFORMATION: Name: ROKA Properties, Inc. Address: 856 Silverwood Drive; Lake Mary, FL 32746 Fee Simple Title Holder (if other than owner) Name: n/a CONTRACTOR: Name: Geneva Construction, Inc. Address: PO Box 621858; Oviedo, FL 32762 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: Address: In addition to himself, Owner Designates of To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a L= different date is specified) - ` a WARNING TO ON_ tJE_R: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, CD FLORIDA STATUTES, AND CAN 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 m BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. m. vw Under pen Ities of perjury, I declare that I have read the foregoing and that the facts stated in it are tr r W: to the bes anfmdge d belief. : w1eJ >A cN ' •oma= v O is SiAnature Owner's Printed Name • ...... Florida Stat to 713.13(1)( a owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead." W0 W 0 z State ofr)_C'7 I Jam_ County of-5 A-47-44E- The foregoing instrument was acknowledged before me this QL2day of by 7—A A1E37 . e, 7'1,4k1,1f-1JV Tie Who is personally known to me Name of person making statement OR who has produced identification type of Identification produced:. p"";.P%A RAYNAW.KOESTRING MY COMMISSION 1 FF 122369 EXPIRES: JunA'- 01$ qTf OF f a 1 k1 GGG NotaFy Sign lure a it 0 LL OL112UGi4 CITY OF SANFORD License Renewal Fee Calculations License number . . . . 12 00028765 Business control . . . 4624 Business name & address GENEVA CONSTRUCTION INC CITY SANFORD FL 32771 Classification . . . . 16000 Exemption . . . . . . Type information, press Enter. Transaction date . . . . 81114 Renewal charge . . . . . Penalty charge . . . . . Additional charges . . . Interest charge . . . . Less: exemption . . . . Total charges . . . . . F3=Exit F9=Apply deposit CITY OF SANFORD CUSTOMER RECEIPT *** Oper: JONNSONJO Type: OC Drawer: 1 Date: 8/11/14 01 Receipt no: 167496 Year Number Amount 2014 2203 120 S PARK AVE SANFORD, FL 32771 BP BUILDING PERMIT RECEIPTS 2812 28765 $ 565.80 CITY SANFORD, FL 32771 OR OCCP LIC - RENEWAL 10.00 TRANS ID 002540518018976 Tender detail CC CREDIT CARD $575.08 Total tendered $575.00 Total payment $575.00 Trans date: 8/11/14 Time: 9:51:30 Mailing address P 0 BOX 621858 OVIEDO BUILDING CONTR/CERTIFIED e s, 00 00 00 00 91191I11 F12=Cancel 8/11/14 09:44:41 FL 32762 CITY OF W URD 8U1LU1N5 90 ;°ARK AVENUE NORTH rsANFORD. FL 32771 Merchant. ]D: 9450 Ref N: 0003 Sale XXXXVY'"'42003 RntX Entry Method: Swiped Total: g 5 5,Ci0 08/11/14 09:55; 33 In"; h: 000003 Appr Code, 524543 Transaction IG: 00254051Q018976 Batch4:000325 Cu5t a: 1111 Order p: Zip Code: 32771 Customer coat THANK YOU, BP200I,(?3 CITY OF SANFORD 8/11/14 Application Inquiry - Fees 09:48:43 Application number: 14 00002203 Property . . . . : 120 S PARK AVE Fee Class/Type/Description Trans amt A AF 01-APPLCTN FEE -BUILDING 25.00 A BR 01 -BLDG PLAN REVIEW 540.00 Amt due Struct Permit Insp 25.00 540.00 Bottom Credit fees due: .00 Revenue fees due: 565.00 Total due: 565.00 Press Enter to continue. F3=Exit Fll=Change view F12=Cancel F10=Amt billed AT Revis an U ...,. City of Sanford sponse to Comments uilding & Fire Prevention Division APR 1 12016 Ph: 407.688.5150 Fax: 407.688.5152 j4 Sr Email: building@sanfordfl.gov Permit # - z Zo Submittal Date 2 Project Address: I ZO ,S Contact: Ph: -ZI-F0&,5,roZ Email: g000(,,6 -r0 (Jy-ch.1. co— Trades encompassed in revision: Building 011 Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fax: General description of revision: Gooy f iu sion (AAA !o S we,Fer HeaVee A -it- ! .10 -e r ROUTING INFORMATION Fire Prevention Building Y _f Approvals Zo\Z Mc aMt n 5 To, b\f. '-koz,3) Iko oc e oPr C,t Sv: 135 ccV 2 2 U EFIM'-T # proJcc\- A88ccSu I? c) 9e,ck 5a,.\ ' 1 , riv,dct Qd' ""' Int- ZZo3 G 5 ASvc-', U& 4* 4kFFICE Ci35"t 5Q(" Uc kc o lw ncld -lr , 3 APR 1 1 2016 0 WAYNE GANDY PROFESSIONAL ENGINEER r ( LPELIC#: 033134 720 S. ORANGE BLOSSOM TRAIL SUITE 528 PH# 321-297-8635 Date: March 22, 2016 Re: Seminole Center Signs To: Building dept./ Bldg. Inspector This letter is to address the following revisions to the reinstallment of the raceway signs w/ channel letters at the referenced location:, It shall be noted that all raceway signs shall be attached to existing wall w/ 3/8" dia. Fasteners @ 48" o.c. max top & two fasteners min. bot @ 10ft o.c. max. See schedules on approved engineered drawings for various fasteners for different wall types. Please call if further information required. GAND y Wayne Gandk •'• '• ' r f Signature ?'` OF Bate r ZP WO March 22, 2016 WAYNE GANDY PROFESSIONAL ENGINEER PE LIC#: 033134 720 S. ORANGE BLOSSOM TRAIL SUITE 528 PH# 321-297-8635 Date: March 22, 2016 Re: Seminole Center Signs To: Building dept./ Bldg. Inspector This letter is to address the following revisions to the reinstallment of the raceway signs w/ channel letters at the referenced location:, It shall be noted that all raceway signs shall be attached to existing wall w/ 3/8" dia. Fasteners @ 48" o.c. max top & two fasteners min. bot @ 1 Oft o.c. max. See schedules on approved engineered drawings for various fasteners for different wall types. Please call if further information required. Wayne GandQ.v\ E % i 3134 . sjNb3 Signature " mate: March 22, 2016 o i. 91 iOSSIONO- WAYNE GANDY PROFESSIONAL ENGINEER PE LIC#: 033134 720 S. ORANGE BLOSSOM TRAIL SUITE 528 PH# 321-297-8635 Date: March 22, 2016 Re: Seminole Center Signs To: Building dept./ Bldg. Inspector This letter is to address the following revisions to the reinstallment of the raceway signs w/ channel letters at the referenced location:, It shall be noted that all raceway signs shall be attached to existing wall w/ 3/8" dia. Fasteners @ 48" o.c. max top & two fasteners min. bot @ 1 Oft o.c. max. See schedules on approved engineered drawings for various fasteners for different wall types. Please call if further information required. A 'vn Wayne Gand),:.•,.NE. 3313 ` Signature i0 ` bate: March 22, 2016 a STATS OF ; SIONA e` r z'rt sai Re .Three Air Curtain Intallations Field Revision14064 r t r Crtyyof Sanford Buildrng.®e'partrnent' Sa nor FL`32771 ti OwnerAAient W._Robert Hawkins: da'32771k . general Contractor Ste hen P Sm,th Ge 116 S Park Ave -Ave Sanford Flo,r p / neva Construction, Inc. Permit ;Permit 14-2203 ` Project 120'S Park Ave Sanfofd;'Florida bear Building Official, The air curtains installed -above the garage door for this project are "Mars" model LPV260 1UA OB1 Each ofjhe three units.is, 60 long.and mounted to the wall with the bracket provided by the manufacturer {as per attached cut sheet). The brackets,are mounted to the wall wrth'1/4 x 3 1/4 T peon concrete anchors at' N ias+k 5 a ieachahole inthe°bracket There are 6 holes<m each bracket spaced as shown on the cut heet"di gram Eacii unitwei Fs9 lbs an`d the fastenin to "con resistance is'2501bs' _` a4 . o g f, g p tension,=and'6001bsshear each for the light block application4 R 2 1 I ig CITY OF SANFORD P.O. BOX 1788 SANFORD FL 327721788 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . Parcel Number . . . . . Property Address . . . Subdivision Name . . . Legal Description . . . Property Zoning 4/27/16 25.19.30.5AG-0304-0100 120 S PARK AVE SANFORD FL 32771 TWN OF SANFORD (TRAFFORDS MAP) S 11.46 FT OF LOT 10 + ALL LOT 11 BLK 3 TR 4 TOWN OF SANFORD PB 1 PG 58 SPECIAL COMMERCIAL Owner . . . . . . . . . ROKA PROP INC Contractor . . . . . . Application number Description of work Construction type . . . Occupancy type . . . . Flood Zone . . . . . . GENEVA CONSTRUCTION INC 407 349-5904 14-00002203 000 000 INTERIOR & EXTERIOR REMODELING COMMERCIAL NOT APPLICABLE BUSINESS USE GROUP Approved . . . . . . PP Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL In accordance with this Certificate of Occupancy, all inspections for compliance with Florida Building Code 2010 for occupancy and use have been performed and approved. If the construction project was permitted and built under the owner/builder contractor exemption of Florida State statute 489.103; refer to state statute regarding limitations on renting, lease or sale of this property. Job Address: 120 P#4)21< M CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION pplication No•'—/0- O Documented Construction Value: $ 13 50 . Historic District: Yes No Parcel ID: 'LT-- I — 0 — 03 0 e) 16 0 Residential Commercial Type of Work: New Addition Fvr Alteration Repair Demo Change of Use Move Description of Work: b A/ —/ C L v vh r n1 Oa Plan Review Contact Person: M%jj4A'EL Phone: q0_1 8-7g 39 81 Fax: LfD7 9-7,9 3190 Email: wlt GN Property Owner Information Name Ko Kr F120 f /46 Street: $65 S ILUR WOOD City, State Zip: C #41X 44)eV , ri- 3 27y( Phone: Title: nqi I 4E -L. W)4rreSfGIUS6)6q*L Resident of property? : Contractor Information Name LOM ITE S I LIll COV41? AJ Phone: -t .5c,.5c, Street: 201 MhPLc- AV,e5 Fax: ria ? ® O 7Z3 84 City, State Zip: 54.*j F:OtLQ , f`L. -32771 State License No.: S ( 2 00 9 76 Name Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: 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. 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 standards of all laws regulating construction ®01 in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5"' Edition (2014) Florida Building Code Revised: June 30, 20] 5 Pennit Application h 1 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other govermmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, .FS 713. The City of Sanford requires payment of a plan review fee at the tune of permit subnuttal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your pent -tit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Oxvner/Agent Print Owner/Agent's Name Date Signature of Notary -State ofFlorida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID LI-4 Sig r re of Con Tactor/Agent Date s-C. EL.- t ,) FA 11-15 Print ntr jtor/Agent'sName e of Notary -State of F io— iiia Date r• SHEILA BOMAN Commission # FF 187102 a Expires January 4, 2019 or F &,4od l hr Troy Fain ln nca 800-385-7014 Contractor/Agent is ' Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: T 0. 11 • UTILITIES: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit .Application 4/1/2016 laetvid ,.ic nac. C iA. S£¢vOs.E CC7urv'rr, Fi.4r3 Da I Parcel: 25-19-30-5A&0304-0100 Property Address: 120 PARK AVE Owner: ROKA PROP INC Mailing: 856 SILVER WOOD DR LAKE MARY, FL 32746 Subdivision Name: SANFORD TOWN OF SCPA Parcel View: 25-19-30-5AG-0304-0100 Property Record Card Parcel: 25-19-30-5AG-0304-0100 Owner: ROKA PROP INC Property Address: 120 PARK AVE SANFORD, FL 32771 Tax District: S3-SANFORD-WATERFRONT REDVDST Exemptions: DOR Use Code: 11 -STORES GENERAL -ONE STORY Value Summary Units Price Land Value 2016 Working 2015 Certified jValues Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 36,717 $37,927 — Depreciated EXFT Value 4,088 j $4,088 Land Value (Market) 61,060 $61,060 v Land Value Ag Just/Market Value 101,865 $103,075 Portability Adj TOWN OF SANFORD Save Dur Homes Adj 0 $0 Amendment 1 Adj j $0 i $0 Assessed Value 101,865 — i $103,075 Tax Amount without SOH: $2,097.72 2015 Tax Bill Amount $2,097.72 Tax Estimator Save Our Homes Savings: $0.00 r Does NOT INCLUDE Non Ad Valorem Assessments Legal Description Units Price Land Value SQUARE FEET 0 I T 0 6106 — $10.00 — $61,060 1 S 11.46 FT OF LOT 10 + ALL LOT 11 BLK 3 TR 4 TOWN OF SANFORD PB1PG58 Taxes Taxing Authority AssessmentValue. u. Exempt Values Taxable Value County General Fund 101865 0 101,865 Schools 101,865: 0 ; 101,865 City Sanford 101,865 i 0 ; 101,865 SJWM(SaintJohns Water Management) 101,865. 0 ' 101,865 County Bonds 101,865 0 ; 101,865 Sales Description Date k Page i Amount Qualified Vac/Imp WARRANTY DEED 2/1/2014 f 08208 i 0192 145,000 i Yes Improved WARRANTY DEED 3J1/1998 03395 1211 77,200 ;Yes Improved WARRANTY DEED 6/1/1995 02936 1527 50,000 Yes i Improved QUIT CLAIM DEED 3/1/1991 i 02278 1605 100 I No Improved TRUSTEE DEED 11/1/1981 01364 1344 100 ; No Improved Find Comparable Sales within this Subdivision Method Frontage Depth Units Units Price Land Value SQUARE FEET 0 I T 0 6106 — $10.00 — $61,060 1 Building Information hftp://www.scpafl.org/Parcel Detail lnfo.aspx?PID=2519305AGO3040100 1/2 White Sign Company, LLC 201 North Maple Avenue Sanford, Florida 32771 Bill To Geneva Construction Steve 407-927-7781 Ship To The Alley B13Q Fuel 13BQ Michelle 407-701-2961 Invoke Date Invoice # 3/21/2016 5026 S.O. No. P.O. No. Terms Project Item Description Ordered Prev.lnvoi... Backord... Rate Amount SIGN -NON -E... Manufacture, engineering, permit and install 1,750.00 1,750.00 the following: 1 non -illuminated dimensional letters on a Y round three layer cabinet sign: 4.5" black returns, 1/8'' thick aluminum rusting steel stood off base '1/8", 1/4" flat cut aluniinunn pin mounted letters stood off the aluminum 1/4" painted with automotive grade paint. Per design. Field Survey for exacting plate measurements See design for colors. Subtotal $1,750.00 Sales Tax (7.0%) $0.00 Total $1.750.00 Payments/Credits -$$75.00 Balance Due $875.00 This Instrument Prepared By and Return To: Ms. Christine Dalton Community Planner/Historic Preservation Officer Planning and Development_ Services Department City Hall 300 North Park Avenue Sanford, Florida 32771 Tax Parcel Identification Number: 25-19-30-5AG-0304-0100 HISTORIC PRESERVATION BOARD OF THE CITY OF SANFORD DEVELOPMENT ORDER RELATING TO 120 SOUTH PARK AVENUE AND ISSUING CERTIFICATE OF APPROPRIATENESS On March 16, 2016, the Historic Preservation Board of the City of Sanford issued this Development Order issuing a Certificate of Appropriateness relating to and touching and concerning the following described property: 120 South Park Avenue, Seminole County Tax Parcel Identification Number: 25-19-30-5AG-0304-01 00. FINDINGS OF FACT Property Owner: ROKA Properties, Inc. 856 Silver Wood Drive Lake Mary, Florida 32746 Applicant: Rob Hawkins 856 Silver Wood Drive Lake Mary, Florida 32746 Project: To install two canopies on the south elevation'- relative to property located 120.South Park Avenue and to install a wall sign above one awning in a manner that is related to the historic significance of the property. Requested Development Approval: The Applicant has requested approval to install two canopies (awnings) on the south elevation and a wall sign above one awning relative to property located 120 South Park Avenue. The application lists "canopies", but the proposed items are awnings as canopies relate to fabric while awnings relate to structures. Additional Findings: The Seminole County Property Appraiser's website lists the year of building construction as 1938, with alterations in 1965. The building served as a Greyhound Bus Station for many years and is one of only two Art Deco buildings in the downtown. The Property Owner received approvals from the Historic Preservation Board in 2014-2016 for modifications to the building. The rehabilitation project is ongoing at this time and the applicant has submitted a request to install two aluminum awnings on the south elevation The first awning will be placed over the garage and entrance doors below the triple architectural band on the south elevation and will be sized at 23' x 4'. The second awning will be placed over the southeast window and entry door and will be sized at 15'11" x 5'. The proposed awnings are 4' deep as to the south awning and 5' deep as to the southeast awning. The proposed awnings are similar in design to awnings on contributing buildings, and will not conceal any of the building's architectural details. Additionally, a wall sign sized 3' x 3' is proposed to be located above the southeast awning which is in the same shape of and in the same location as the historic Greyhound Bus Station" sign that was historically located on the building. That historic shape and location is of great significance and the Property Owner has taken great strides towards achieving a look for the building that maintains the historically significant appearance of the building although, of course, the use has changed overtime. CONCLUSIONS OF LAW a). Pursuant to Section 8.0 of Schedule "S" of the City's Land Development Regulations as set forth in the Code of Ordinances of the City of Sanford, the Historic Preservation Board has reviewed the proposed Certificate of Appropriateness and all matters relating thereto in accordance with the procedures for altering historic 2 landmarks or structures within historic districts as set forth in Schedule "S''. b). Schedule "S" provides with regard to the facts of this case as follows: 1), The minimum height of awnings on non-residential buildings shall be 8' from the lowest point to the sidewalk. Generally, awnings shall not extend more than 6' from the face of the structure. However, the Historic Preservation Board may approve awnings that extend 8' feet from the face of the structure upon a finding of fact that the awning width is consistent with the width of awnings on adjacent buildings. The highest point of a first floor awning shall not be higher than the midpoint of the space between the second story window sills and the top of the first floor storefront window sills. 2). Protection from the sun and adverse weather conditions for patrons shall be considered for the entranceways. Overhangs/awnings shall be no less than 3' deep to function to protect pedestrians from inclement weather. 3). Wall signs (parallel to the face of building) may not be placed above an awning or canopy. c). To the extent that a conclusion of law as set forth herein also constitutes a factual finding, then such shall'betakento be so as part ofthisDevelopment Order. d). The proposed Certificate of Appropriateness is hereby found and determined to comply with the aforestated requirements with it being noted that the Property Owner has engaged in significant efforts to achieve a look for the building that maintains the historically .significant appearance of the building while developing the property for a contemporary use. e). Additionally, the Certificate of Appropriateness sought is hereby found and determined to be consistent with the City of Sanford Comprehensive Plan and development of the property as proposed would be consistent with and in compliance to 3 applicable land development regulations and all other applicable regulations and ordinances as set forth in the Code of Ordinances of the City of Sanford. NOW, THEREFORE, IT IS ORDERED THAT: 1). The aforementioned application for a ' Certificate of Appropriateness is APPROVED subject to the following conditions: a). The sign shall remain in the same shape of and in the same location as the historic "Greyhound Bus Station" sign that was historically located on the building. b). The sign shall not be internally illuminated and shall be externally illuminated. 2). This Development Order granting approval of a Certificate of Appropriateness touches and concerns the aforedescribed property. Done and Ordered on the date first written above. As approved and authorized for execution by the Historic Preservation Board of the City of Sanford at its meeting of March 16, 2016. ATTEST.' HISTORIC PRESERVATION BOARD OF THE CITY OF SANFORD Ian Carfagna, Cheyman Date: Nunc pro tunc 6 March 16, 2016. y - ADDITIONAL SIGNATURE BLOCK FOLLOWS: 4 JOINDER AND APPROVAL OF CONDITIONS BY PROPERTY OWNER IN WITNESS WHEREOF, the subject Property Owner has signed and sealed these presents, through its authorized officer and representative, the day and year written below and AGREES to all of the terms and conditions of this Development Order approving a Certificate of Appropriateness. ATTEST.` ROKA PROPERTIES:, INC. Karen M. Hawkins Jam R. aw 'ns, Jr. Director Direct r Signature of Witness# 2 Printed Name: ACKNOWLEDGMENT STATE OF FLORIIJA COUNTY OF SEMINOLE ) The foregoing was sworn_to .and subscribed .before me_ this2-i day -of _Marsh,__ A.D. 2016, by Karen M. Hawkins and James R. Hawkins, Jr., who are personally known to me or who produced as identification. WITNESS my hand and official seal in the County and State aforesaid this- day his day of March, A.D. 2016. c _, "- 01 Lpi_ Notary Public My Commission Expires: ld 12-612. 01 LORNASEYLER MY COMMISSION 9 EE 832851 EXPIRES: Octobei20, 2016' 5 r ffOFf,OP e Bonded Thru Budget NotarySekes 10. OFFICE PERMIT # PROOF SHEET NON -ILLUMINATED CHANNEL TYPE SIGN Multi -layer pan channel sign consisting of an 1/8 thick aluminum backer with a 4.511 return, routed circles painted black and the historic palette color "Homestead Resort Jefferson White" for the inner ring and the raised 1/4" flat cut aluminum letters The interior is 1/4" aluminum painted burgundy all with matte clear coat. WHITE SIGN COMPANY 201 N. maple A„e. 407.878.3981 Office sa.w1m. F111aa nm www.whltesigncompany.c0m 4.5" x .050 Aluminum Retu ns 063 Aluminum B c s Side View illustration Total Sign Area: 9 sq ft CLIENT APPROVALCLIENTiUEL PRODUCTION APPROVAL TO MFR. INITIALS: DATE: INDATE: CONCEPTUAL DESIGN IS THE PROPERTY OF WHITE SIGN CO LOCATION PARK AND 2ND REVISION: IS SUBMITTED FOR YOUR USE IN IJUNCTION WITH A PROJECT BEING FOR DATE FINAL ARTWORK NNED YOU BY US.. IT CANNOT PRODUCTION REPRODUCED EITHER IN WHOLE OR IN T WITHOUT THEIR WRITTEN CONSENT SALESPERSON MJ I DESIGNER MJD sHOPDRAWING CLIENT APPROVAL PRODUCTION APPROVAL TO MFR. INITIALS: DATE: INDATE: DO NOT MANUFACTURE WITHOUT APPROVALS THE BOXES ABOVE MUST BE INITIALED AND DATED PRIOR TO MANUFACTIJR.NG e' DENOTES 1/4" DIA. FASTENERS 4) MIN PER LETTER SEE SCHEDULE FOR OPTIONAL ATTACHMENT FOR VARIOUS WALL TYPES) DIA6RAMMATIG LETTERS N.T.S. EXISTING WALL 12 VOLT ELEGTRONIC PONER SUPPLY MOUNTED 1/4" DIA. FASTENER SEE SCHEDULE FOR VARIOUS WALL TYPES) DISGONNEGT SEGTION jl N.T.5. GHANNEL LETTERS NOTE: I. DE516N WIND PRESSURE IN GONFORMANGE H/ A5GE -7-10, 139 MPH Vult, PER 2014 5TH EDITION 2. BOLTS: A5TM A50-1 3. CONTRACTOR SHALL BE RESPONSIBLE FOR HATERPROOFIN6. 4. ALUM: 6061-T6 TYP WALL TYPE ATTACHMENT SCHEDULE 1/4' DIA x 4' P0KR VEDGE ammma) 1/4" DIA X 4' TAPGON5 MASONRY 1/4' DIA x 4' EXPANSION ANCHOR 1/4' DIA ALL THREAD x LENGTH A5 REGD. PV ANGLE 5TP4W-ER STUCCO / FOAM / LATH 4 STUD e W YflE ND* , P. R E OA 4 N0s, ee6 &8ee:, 1/4" DIA. X 4" TOGGLE ESO ° LSTUG '0 /FORM /LATH foe a , ,.y`•,a 4 STUD PRO.IEGT, PRO.61—T: PDX HHEN STRINGER NOT REG -0 6ENERIG FLUSH MOUNTED LETTERS 2016-I1l CLIENT: 1/4" DIA. x 4" LA6 BOLT MDF A 506 5TUGC,0 / HOOD LATHATE, Wommm 4 STUD 02-26-2016 11 OF I WIND DESIGN CRITERIA R15K GATE60RY 2 WIND VELOGiTY 150 MPH Vult I EXPOSURE GATECOW (F Vf) (, COMPONENT 4 CLADDING PRE59,921 5 32.5 PSF FORCE COEFFICIENT I.__2 ELECTRICAL NOTES: TOTAL AMPS: 1.1 1 - 120V / 20 AMP CIRCUIT REQ. T LISTED GENERAL NOTES: THIS SIGN IS TO BE INSTALLE=D IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE 600 OF THE NATIONAL ELECTRIC CODE. 1)GROUNDED AND BONDEDPER NEC 600.7! NEC 250 2) EXISTING BRANCH CIRCUIT IN COMPLIANCE WITH NEC 600.5. ,NOT TO EXCEED 20 AMPS 3) SIGN IS TO BE UL LISTED PER NEC 600.3 4) UL DISCONNECT SWITCH PER NEC 600.6 - REQUIRED PER SIGN COMPONENT BEFORE i_EAVING MANUFACTURER. NOTE: I. DE516N WIND PRESSURE IN GONFORMANGE H/ A5GE -7-10, 139 MPH Vult, PER 2014 5TH EDITION 2. BOLTS: A5TM A50-1 3. CONTRACTOR SHALL BE RESPONSIBLE FOR HATERPROOFIN6. 4. ALUM: 6061-T6 TYP WALL TYPE ATTACHMENT SCHEDULE 1/4' DIA x 4' P0KR VEDGE ammma) 1/4" DIA X 4' TAPGON5 MASONRY 1/4' DIA x 4' EXPANSION ANCHOR 1/4' DIA ALL THREAD x LENGTH A5 REGD. PV ANGLE 5TP4W-ER STUCCO / FOAM / LATH 4 STUD e W YflE ND* , P. R E OA 4 N0s, ee6 &8ee:, 1/4" DIA. X 4" TOGGLE ESO ° LSTUG '0 /FORM /LATH foe a , ,.y`•,a 4 STUD PRO.IEGT, PRO.61—T: PDX HHEN STRINGER NOT REG -0 6ENERIG FLUSH MOUNTED LETTERS 2016-I1l CLIENT: 1/4" DIA. x 4" LA6 BOLT MDF A 506 5TUGC,0 / HOOD LATHATE, Wommm 4 STUD 02-26-2016 11 OF I LIAUTED POWER OF ATTORNEY Date: 9 /?"o 16 I hereby name and appoint: M C HALL an agent of: WHITE SIGN CO. to be my lawful attorney-in-fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check one option): All permits and applications submitted by this contractor. e specific permit and application for work located at: 120 PA -r21- 4Ve tJF-OaJD ?:277/ Street Address) Expiration Date for This Limited Power of Attorney:_ License Holder Name: Joel White State License Number: ES 12000M6 Signature of License Holder: STATE OF FLORIDA COUNTY OF SEMINOLE The foregoing instrument was acrpersonally ledged before me this day of 1 le/ , 201, by Joel White who is known tome or who has produced as identification and who did (did not) take an oath - 67 &11- ture 90ei I k Print or type name SHEILA BOMAN Commission # FF 187102 aI ' x ires January 4,'i016 p B d.d Th. Troy Fain Insurance GOO- ME OO- MEd019 INSPECTION SEQUENCE BP# 16-1054 ADDRESS: 120 Park Avenue BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall Slab / Mono Slab Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Building Ceiling Air Barrier Insulation Roof (Com'l) Building Ceiling Grid Final Roof Final Stucco / Siding Final Insulation Final Firewall Final Door Final Window Final Utility Building Final Screen Structure Final Pool Screen Enclosure Pre -Demo Final Demo Final Single Family Residence Final Commercial — Final Commercial — Addition / Alteration Final Commercial — Change of Use Final Building (Other) REVISED: June 2014 ELECTRICAL PERMIT Min Max Ins ection Description Electric Underground Footer / Slab Steel Bond Electric Ceiling Rough Electric Wall Rough Electric Rough Pre -Power Final Temporary Pole 1000 Electric Final Sign PLUIVIBING'PER'M§IT Min Max Inspection Description Rough Plumb Plumbing Underground Plumbing 2nd Rough Plumbing Tubset Plumbing Sewer Plumbing Grease Trap Rough Plumbing Steam / Chill Water Rough Plumbing Final MECHANICAL PERMIT Min Max Inspection Descri tion Mechanical Rough Mechanical Fire Damper Framing Mechanical Ceiling Rough Mechanical Fire Damper Annular Space Mechanical Insulation Wrap Mechanical Fire Damper Angle Light / Water Test Ck Welds Mechanical Grease Duct Wrap Mechanical Final Date: j;, I 14 2D t L City of Sanfordr3i Det)t- 300 N. Park Avenue Sanford, FL 32771 Re: Fuel Barbecue 120 Park Avenue Sanford, FL 32771 FRE' C J%` APR 2 0.2u to This letter authorizes Joel White of White Sign Company and its agents, as authorized agents of the property owner to secure permits and install signs at the project address listed above. The specifics of the project are as follows: 1) install wall sign Owner Sign' Lure Owner Printed Name STATE OF fLo/,cla. County of Se.mNnetier The foregoing instrument was acknowledged before me this I LA day of, 20, by JoLK\QS who is ersonally known to me or who has produced as identification and who did (did not) take an oath. Signature L',-_— Name L..0 rr\CA Print or type name Notary Public - State of FLdfL & I Commission No. EE Q 3 2-V S 1 My Commission Expires: 1012-612-01(,,o Notary Seal) t ....0 c LORNA SEYLEP. MY COMMISSION 4F EXPIRES:Octobe: r TFOF FioPo Bonded Thru Budget Nos LORNA SEYLER R. MY COMMISSION # EE 832851 EXPIRES: October 20,20 16 e" Bonded Thru Budget Notary Services STOCKING & TRAINING PERMIT APPLICATION INDEMNITY AND HOLD HARMLESS AGREEMENT Cz-EMI Altamonte Springs, Casselberry, Longwood, Oviedo, SanforSeminoleCounty, Winter Springs Permit #: 11 2 C.() Project Address 2,0 S P Contractor: 1 1( ,li'/lS Property Owner: K26 Rooe,< e-< Plumbing Inspector Appt Electrical Inspector Appr Fire Inspector Approval: Mechanical Inspector Approval: Building Inspector Approval Inconsideration for the Stocking Permit fee, the JURISDICTION and the OWNER, CONTRACTOR and TENANT listed below agree to the following: The OWNER, CONTRACTOR and TENANT agree to indemnify and hold the JURISDICTION free and harmless from any and all claims, causes of action, damages, bodily injury(including death), losses, penalties or costs, including, but not limited to, all attorneys fees (whether from litigation or administrative proceeding, including cost and fees on appeal), with respect to any person or government authority arising our of, either directly or indirectly, the construction, operation, training or stocking at the premises covered by the above listed Building Permit number , whether the liability, loss or damage is caused by, or arises out of, the negligence of the JURISDICTION or of its officers, agents, employees, or otherwise. 2. If the JURISDICTION shall be subject to any claim, demand or penalty or become a party to any suit or other judicial or administrative proceeding by reason of any claimed act or omission by any party, or by reason of any act occurring on the subject premises, or by reason of any omission with respect to the construction or operation on the subject premises, the OWNER, CONTRACTOR and TENANT shall indemnify and hold the JURISDICTION harmless against all judgments, settlements, penalties, and expenses, including attorney's fees, court costs and other expenses of litigation or an administrative proceeding, incurred by or imposed on the JURISDICTION in connection with the investigation of defense relating to such claim or litigation or administrative proceeding, and at the election of the JURISDICTION, the OWNER, CONTRACTOR or TENANT shall also defend the JURISDICITON. 3. It is understood and hereby acknowledged between the parties hereto that the JURISDICTION shall not be liable for any act, debt, or other obligation to the OWNER, CONTRACTOR or TENANT. 5. This INDEMNITY AND HOLD HARMLESS AGREEMENT will terminate upon the issuance of a Certificate of Occupancy for property covered by the above listed permit number. However, this agreement shall remain in effect for all events occurring prior to the issuance of the Certificate of Occupancy. Building Owner Signature and Date Contr for Si nature and Date AA Q, - iehant Owner ignature and Date Rev. 8/12) Printed Owner Name Printed Contractor Name iMdie- IKh 6YL Printed Tenant Name Blanton, Deborah v. From: Aldrich, Dave AP ' 21 2016 Sent: Thursday, April 21, 2016 4:26 PM To: Blanton, Deborah .BY: Subject: Fw: New Voicemail Message from Unknown sender (94079277781) Attachments: Voice Message.wav Please give 120 S. Park a Stocking and Training peemit.Once they fill out the paperwork and pay the fee. Thanks, have a great weekend. Sent from my BlackBerry 10 smartphone on the Verizon Wireless 4G LTE network. Original Message From: Unity Voicemail Message <UnityVoicemail@sanfordfl.gov> Sent: Thursday, April 21, 2016 2:56 PM To: daldrich@voicemail.sanfordfl.gov Subject: New Voicemail Message from Unknown sender (94079277781) Hey Dave this is Steve with Geneva construction. Can you give me a call 407-927-7781. Trying to get 1:20 so or maybe not shield(?) but at least T C Road fire James is already been down there everything passed on fire.. John's got a couple little things. Wanted engineering detail on the air curtain for the front door that I've got the architect(?) working on that. Also wanted engineering on the garage door I guess(?) I emailed that down the first of the week to Joey and what was the how in the awnings. I had white shiny take that off my permit in in fact pull Shepherd permit for the army. So that should already." 1