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HomeMy WebLinkAbout3607 Orlando Dr 100 17-2249; INTERIOR REMODEL1- Y 1 ai t' i tom; CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 07 mented Construction Value: $ 'fdeU 0 a Job Address: 5 C2r" 1 to n d O " Historic District: Yes No v'-'ek, tt_ 3Z773 Parcel ID: Residential Commercial Type of Work: New Addition Alteration V Repair Demo Change of Use Move Description of Work: ' r,J"n 0e^E-+ `- ne`1/ S%`1 Plan Review Contact Person: ( Ica r e c" Title: r S l d-f-_ Phone: % C' 7G' tF Fax: Email: Cvn' Property Owner Information Name R a Se ni , no I -e-, t_l. G Street: 010 A u e J (54' Ri c7, o.!' City, State Zip: Ke;,-J Or- N `' 100 1 G Phone: (2i2-3 265 - 6& o 0 Resident of property? : Contractor Information Name, T13ll 6 o bee c1e4erM`eeNe'-i ) Phone: Street: City, State Zip: Fax: State License No.: Architect/Engineer Information 1,3 o j e-t - ( 4-o(-) 570 - 7L+3 iName: L.. c. to S Phone: Street: 324 a. s+ ict n cl -D"' \1 --" Fax: City, St, Zip: Deb C A +LA A 3 o o3 o E-mail: +-- -fv(f -j G)-irey wcct. SffoCorm Bonding Company: Mortgage Lender: Address: 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 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: +51h Edition (2014) Florida Building Code e a A I Revised: June 30, 2015 Sk0Ne3(`Jr1''t! Ot. " Permit Application 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 at the time of permit submittal. 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 permit 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. ignature of Owner/Agennt Date Signature of Contractor/Agent Date DaC, SCc7r 1)c7 Print Owner/Agent's Name 7--2-q-1:: Signature of Notary-Sfattt, Fag da ANNETTE E GUTIEI UY COMMISSION # GG 076M erSc` EXPIRES: Febn W 2Z M1FOFF1.00 BMW Ttru Budget Notary SW*U Ownerkis Personally Known to Me or Produced ID Type of ID Print Contractor/Agent's Name Signature of Notary -State of Florida Date 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: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Fire Alarm Permit: Yes No UTILITIES: 3701- ASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application aI94sY J CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No • it - a a L1 7 ® Documented Construction Value: $ ' W/UC7 0 a Job Address: Historic District: Yes No Parcel ID: ` 73 Residential commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: -r r\ i C3 r (Z4--"n o `—' \/ -A n1 `l l C S 1i_C_:i I / Plan Review Contact Persona Phone: •% L " 7C' Fax: Email: G)-j L,, 1 Cad fe+cc>oS+ r-b 0n6cc1Q\S 04< Coil Property Owner Information Name Ll. C, Phone: LZi2_3 265 Street: A ue- )O 'Fi c7o`' Resident of property? 0 City, State Zip: I\feLO 0-'V_ Ioo 1 C1 Contractor Information Name 6To be de4erM`iex Phone: Street: City, State Zip: Fax: State License No.: Architect/Engineer Information Name: e' e j L.A c. a s Phone: \ ' 578 ' 7 4 1 Street: 324 Er,: S+ (ct v-) ci Fax: City, St, Zip: i e c A +u,- , G A 30080 E-mail: t; -hr(f j O-f ret' joca S o Cory) Bonding Company: Address: 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 in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, 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: i511 Edition (2014) Florida Building Code Revised: June 30, 2015 ' f S' `P 1ml Permit Application A 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 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 at the time of permit submittal. 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 1CC 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 permit 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. ignature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name X . 74k Sign lure of Notary-S at, 09 Fbp da E GUTIEFkf MY COMMISSION #GG 076098 co EXPIRES: EXPIRES: February 22, 2021 e1 F rl-cBmW Thru Budget Notary Swvius Ownerf gel is Personally Known to Me or Produced ID Type of ID Print Contractor/Agent's Name Signature of Notary -State of Florida Date 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: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS:' ZONING: UTILITIES: WASTE WATER: 1#7 ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application i ' V- ECEIVE t a 1 a CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: ba -% E Documented Construction Value: $ eV D Job Address: c;,,-- I a n ,!J o " Historic District: Yes No Parcel ID: Residential Commercial Type of Work: New Addition Alteration 5gRepair Demo Change of Use Move Description of Work: T Plan Review Contact Persona %_k Phone: L% % 7' C' 70 V F Fax: Title Pr'e_S l cl e_n+ j Email: iQ2L&{Cape i(crms uchonc ct sor< Cv Property Owner Information Name Phone: Street: A oe- 0 Fi c)%' Resident of property? : 13 o City, State Zip: Ke-i.,v ; 0--V- N ` !oo I c1 Contractor Information Name I Coo e Cie pie r rV1'1 e\ Phone: Street: Fax: City, State Zip State License No.: Architect/ Engineer Information 4 5 I Name: C. ,l -( L a C Phone: S ^ 7 S 7 4 Street: 32LfEa_ S+ll!: n ci ir t`Fax: City, St, Zip: DF c A+t A Y- I G A 3 o o3 O E-mail: i, iye i e -fyey loccL S o CorY Bonding Company: Mortgage Lender: Address: 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 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: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 \ i' '' 1 ' A igP-Ma a Permit Application __3z / . 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 at the time of permit submittal. 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 permit 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. ignature of Owner/Agent Date Signature of Contractor/Agent Date GJCz--4rpe 1) Print Owner/Agent's Name Print Contractor/Agent's Name Sign ture of Notary-S attRof Fdgfida MNETTE E GLME191#2 Signature of Notary -State of Florida Date MY COMMISSM # GG 0760% dr car EXPIRES: FeWiary 22, 2021 FOF F-G" Bonded T= Budget Notary SwAm Ownerkis Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID" Type of ID 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 APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: FIRE: SF BUILDING: Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.688.5051 DATE: ; 1 PE IT NUMBER: BUSINESS PROJECT NAM ) ADDRESS: l CONTACT NAME: PHONE: J. lb C) dc PLAN REVIEW INFORMATION INSTRUCTION [ ]C/O [ ] FIRE ALARM [ ] FIRE SPRINKLER []-HOOD [ ]PAINT BOOTH [ ]TANK DOES' 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES NO TOTAL FEES: _7 I v....,,n... Deen, Joy From: Sent: To: Subject: Attachments: Joy Deen City of Sanford Plans Examiner PH: 407.688.5064 Fax: 407.688.5152 Deen, Joy Wednesday, August 02, 2017 10:32 AM Paul Scarpello' 17-2249 17-2249.pdf City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32771 Phone: 407.688.5150 Fax: 407.688.5152 PLAN REVIEW COMMENT Date: July 31, 2017 Project: Interior Renovations Contact Person: Paul Scarpello Job Address: 3607 S. Orlando Drive Suite 100 Contact Phone Number: Application Number: 17-2249 Contact E-mail: paul@retailconstructionadvisors.com Contact Fax Number: ARCHITECTURAL 1. Submit two sets of site specific Florida Product Approval or Miami Dade County Notice of Acceptance for all exterior doors, windows and storefront systems. STRUCTURAL 1. No comment. MECHANICAL 1. No comment. PLUMBING 1. No comment. ELECTRICAL 1. Sheet E0, Electrical Riser Diagram. No conduit or wire sizes indicated from Disconnect to New Panel P. Advise, 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: Monday, July 31, 2017 10:05 AM To: 'paul@retailconstructionadvisors.com' Subject: 17-2249 Attachments: 17-2249.pdf Joy Deen City of Sanford Plans Examiner PH: 407.688.5064 Fax: 407.688.5152 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32771 Phone.: 407.688.5150 Fax: 407.688.5152 PLAN REVIEW COMMENT Date: July 31, 2017` Project: Interior Renovations Contact Person: Paul Scarpello Job Address: 3607 S. Orlando Drive Suite 100 Contact Phone Number: Application Number: 17-2249 Contact E-mail: Contact Fax Number: ARCHITECTURAL 1. Submit two sets of site specific Florida Product Approval or Miami Dade County Notice of Acceptance.for all exterior doors, windows and storefront systems. STRUCTURAL 1. No comment. MECHANICAL 1. No comment. PLUMBING 1 No comment. ELECTRICAL 1. Sheet E0, Electrical Riser Diagram. No conduit or wire sizes indicated from Disconnect to New Panel P. Advise, 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 atjoy.deen@sanfordfl.gov. Respectfully, Joy Deen, Plans Examiner I THIS INSTRUMENT PREPARED BY: Name: Patrick Murphy GRANT IIAL.0"I"? ca1---111NOLE COUNT( Addrzms: 6405 South US HWY 17/92 C: IFernParkFlorida32730 -ERK OF MRCUIT COURT ('OMPTROLLER j CLERK'S 201v004234 NOTICE OF COMMENCEMENT REX:ORDED Cllyllufi"IAV j F"11 f,'T'C:ORD1NG FEESL* - 11-1.1:1A State of Florida RECORDED BY tstlith County of Seminole Permit Number. 1 -1 — I -L 4 Parcel ID Number: 11 -20-30-5QU-0000-0020 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) 3607 South Orlando NA. Suite 100 Sanford Florida 32773 LOT 2 SEMINOLE CENTRE PB 62 PQS 39 & 40 GENERAL DESCRIPTION OF IMPROVEMENT: Build out of space. Space 100 OVMEIR INFORMATION: Pj. rn.- REI Seminole LLC Address: c/o RD Management LLC 810 Seventh Ave. 10th Floor New York, NY 10019 Fee Simple Title Holder (f other than owner) Name: CONTRACTOR: Name: Retail Construction Advisors Inc. - FL License #CBC1260300 Address: 1741 Palmer Ave. Winter Park Florida 32789 Persons within the Side of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1Xb), Florida Statutes. Name: Patrick Murphy Address: 6405 South US HWY 17/92 Fem Park Florida 32730 In addition to himself, Owner Designates Alfred Rossi 810 Seventh Ave.10th Floor New York NY 10019 of RD Management LLC — 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 I year from date of recording unless a different date Is specified) March, 15th 2018 WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, 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 BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the beat of ffry knowledge and belief. Richard Birdoff Signature ofOwner/A Natural Person Owner's Rftftd Name Florlda Statute 713.13(1)(g): ' The owner must sign the notice of commencement and no one else may be permitted to sign In his or her stew.. State of N; County of 10 t was 20 Theforegoinginstrumentacknowledgedbeforethisofby Who Is personally known to me Name of person ffuddng state nerduced Identification type of Identification produced: rRAN OIa T Jam' q# ftlh 2" Hy MARGARITACAVEDAMURPHYState of Florida NotaryPublicANuremy Comm. Expires Oct 1, 2021 Borded thrcugh Nauorai Nctary Assn. Deen, Jo From: Deen, Joy Sent: Wednesday, August 02, 2017 10:32 AM To: Paul Scarpello' Subject: 17-2249 Attachments: 17-2249.pdf Joy Deen City of Sanford Plans Examiner PH: 407.688.5064 Fax: 407.688.5152 1 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32771 Phone: 407.688.5150 Fax: 407.688.5152 PLAN REVIEW COMMENT Date: July 31, 2011 Project: Interior Renovations Contact Person: Paul Scarpello Job Address: 3607 S. Orlando Drive Suite 100 Contact Phone Number: Application Number: 17-2249 Contact E-mail: paul@retailconstructionadvisors.com Contact Fax Number: ARCHITECTURAL 1. Submit two sets of site specific Florida Product Approval or Miami Dade County Notice of Acceptance for all exterior doors, windows and storefront systems. STRUCTURAL 1. No comment. MECHANICAL 1. No comment. PLUMBING 1. No comment. ELECTRICAL L. Sheet EO, Electrical Riser Diagram. No conduit or wire sizes indicated from Disconnect to New Panel P. Advise, 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, Jo From: Deen, Joy Sent: Monday, July 31, 2017 10:05 AM To: Ipaul@retailconstructionadvisors.com' Subject: 17-2249 Attachments: 17-2249.pdf Joy Deen City of Sanford Plans Examiner PH: 407.688.5064 Fax: 407.688.5152 1 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32771 Phone: 407.688.5150 Fax: 407.688.5152 PLAN REVIEW COMMENT Date: July 311 2017 Project: Interior Renovations Contact Person: Paul Scarpello Job Address: 3607 S. Orlando Drive Suite 100 Contact Phone Number: Application Number: 17-2249 Contact E-mail: Contact Fax Number: ARCHITECTURAL 1. Submit two sets of site specific Florida Product 'Approval or Miami Dade County Notice of Acceptance for all exterior doors, windows and storefront systems. STRUCTURAL 1. No comment. MECHANICAL 1. No comment. PLUMBING 1. No comment. ELECTRICAL 1. Sheet E0, Electrical Riser Diagram. No conduit or wire sizes indicated from Disconnect to New Panel P. Advise, Please direct any questions you may have to Joy Peen 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 GENERAL NOTES: 1. THIS PRODUCT HAS BEEN TESTED, ANALYZED & APPROVED FOR DESIGN PRESSURES NOT TO EXCEED THOSE SHOWN IN THE 'ALLOWABLE DESIGN PRESSURE TABLE(S)'. 2. OPENINGS, BUCKING & BUCKING FASTENERS MUST BE PROPERLY DESIGNED & INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE 3. ALL HARDWARE & FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS & SHALL NOT VARY UNLESS SPECIFICALLY MENTIONED ON THE DRAWINGS, SPECIFIED ANCHOR EMBED TO BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. 4. THIS PRODUCT HAS BEEN DESIGNED IN ACCORDANCE WITH AND MEETS THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC) INCLUDING HIGH VELOCITY HURRICANE ZONES (HVHZ). 5. THIS PRODUCT IS NON -IMPACT RATED & MUST BE SHUTTERED WITH A FLORIDA CODE APPROVED SHUTTER WHERE REOUIRED BY CODE ALL ANCHORS SECURING PRODUCT FRAMES TO PRESSURE TREATED BUCKS OR WOOD FRAMING SHALL BE CAPABLE OF RESISTING CORROSION CAUSED BY THE PRESSURE TREATING CHEMICALS IN THE WOOD. 7. DETERMINE THE POSITIVE & NEGATIVE DESIGN LOADS TO USE WHEN RE-ERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, A DIRECTIONALITY FACTOR OF Kd = 0.85 MAY BE APPLIED PER THE ASCE-7 STANDARD. MATERIALS, INCLUDING BUT NOT UMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. B. TO THE BEST OF OUR KNOWLEDGE, THE PRODUCT SHOWN HEREIN IS QUALITY ASSURED BY A FLORIDA STATE APPROVED CERTIFICATION/QA ENTITY & SHALL BE LABELED IN ACCORDANCE WITH THE FBC AND THE FLORIDA DEPARTMENT OF BUSINESS & PROFESSIONAL REGULATION SPECIFICATIONS. THESE DRAWINGS SHOW ALL APPLICABLE ELEVATION, COMBINATION, INSTALLATION & COMPARATIVE ANALYSIS CONDITIONS AS DETERMINED THROUGH TESTING & ENGINEERING RATIONAL ANALYSIS. PRODUCT ASSEMBLY SHALL BE IN ACCORDANCE WITH THESE DRAWINGS, THE MANUFACTURER'S QUALITY ASSURANCE SPECIFICATIONS & TESTING REPORTS. 10. CERTIFICATION OF THIS PRODUCT SHALL BE CONSIOEREDVOID IF IT IS INSTALLED WITHOUT A BUILDING PERMIT FROM THE APPLICABLE LOCAL BUILDING DEPARTMENT OR IF IT IS INSTALLED BY ANYONE OTHER THAN A UCENSED CONTRACTOR EXPERIENCED WITH INSTALLATIONS OF THIS TYPE OF PRODUCT. FRAME ANCHOR REQUIREMENTS TABLE FRAME & SILL ANCHORS OPENING TYPE JAMB TO OPENING MINIMUM MINIMUM SUBSTRATE) FASTENER TYPE EMBED EDGE DIST. MIN. 2X_ WOOD FRAME OR BUCK MIN. GR. 3 & G=0.55) 110. 12 SMS SCREW 1 3/8" 3/4" MIN. 18 GA. 33 KSI METAL STUD 1/4-20 SELF TAPPING SCREW FULL 1/2" MIN. 1/8" THK A36 STEEL 1/ 4-20 SELF TAPPING SCREW DR 1/ 4" THRU-BOLT FULL 1/2" 2) C-90 CMU 1) 1/4" CONCRETE SCREW 1 1/4" 2 1/2" 3000 PSI CONCRETE 1) 1/4" CONCRETE SCREW 1 3/4" 2 1/2" 1) CONCRETE SCREWS SHALL BE ELCO ULTRACONS (C.S.), ELCO CRETE-FLEX (S.S.), ITW RAMSET/ RED HEAD TAPCONS (C.S. OR S.S.) OR HILTI KWIK-CON II (C.S OR S.S.). 2) CMU IS APPLICABLE AT SIDES ONLY. CORNER & FRAME END CONSTRUCTION: FRAME HEAD CORNER: HEAD IS SQUARE CUT, BUTTED TO SIDE, FASTENED WITH 4 N0. 12 X 1 1/8" PPHFT TYPE AS FASTENERS THROUGH THE SIDE MEMBER INTO THE HEAD MEMBER SCREW SPLINES & SEALED WITH SILICONE. FRAME 511E CORNER: SILL IS SQUARE CUT, BUTTEO TO SIDE, FASTENED WITH 2 NO. 12 X 1 1/8' PPHFT TYPE AB FASTENERS THROUGH THE SIDE MEMBER INTO THE SILL MEMBER SCREW SPLINES & SEALED WITH SILICONE HORIZONTAL FRAME MULLION ENO: MULLION IS SQUARE CUT, BUTTED TO SIDE, FASTENED WITH 2 NO. 12 X 1 1/8' PPHFT TYPE AB FASTENERS THROUGH THE SIDE MEMBER INTO THE MULLION MEMBER SCREW SI UNES & SEALED WITH SIUCONE. DOOR TRANSOM MULUON END: SEE SECTIONS EI/6, E2/7 & E3/7. DOOR HEAD FRAME CORNERS: SEE SECTIONS Li/8, L2/8 & L3/8. DOOR SILL CORNER: THRESHOLD WAS SQUARE CUT, BUTTED TO THE SIDE, SECURED TO THE SIDE MEMBER USING A PIVOT ASSEMBLY OR STEEL CUP & SEALED WITH SILICONE. DOOR PANEL TOP RAIL CORNERS: AT EACH TOP CORNER, THE TOP RAIL END IS SQUARE CUT, BUTTED, AND ATTACHED TO THE VERTICAL STILE BY MEANS OF A 1.094' LONG WELD CUP (KAWNEER PART #200-450, #200-452, OR #200-453). EACH WELD CUP IS ATTACHED TO THE VERTICAL STILE USING. TWO(2) 1/4-20 X 3/4' PHMS THAT PASSED THROUGH THE DOOR STILE AND ARE THREADED INTO 3/16' THICK STEEL NUT PLATES. THE INTERSECTION OF EACH CORNER JOINT WAS WELDED USING ONE(1), 1/2' DIAMETER PLUG WELD AND ONE(I), 1/4' X 1 1/8' FILET WELD THAT ARE APPLIED TO BOTH WEBS OF THE TOP RAIL. DOOR PANEL BOTTOM RAIL CORNERS: AT EACH BOTTOM CORNER, THE BOTTOM RAIL END IS SQUARE CUE, BUTTED, AND ATTACHED TO THE VERTICAL STILE BY MEANS OF A 1. 094' LONG WELD CUP (KAWNEER PART J200-451 OR 1200-459). EACH WELD CUP IS ATTACHED TO THE VERTICAL STILE USING, TWO(2) 1/4-20 X 3/4' PHMS THAT PASSED THROUGH THE DOOR STILE AND ARE THREADED INTO 3/I6' THICK STEEL NUT PLATES. THE INTERSECTION OF EACH CORNER JOINT WAS WELDED USING ONE(1). 1/2' DIAMETER PLUG WELD AND ONE(I), 1/4' X 1 1/8' FILLET WELD THAT ARE APPLIED TO BOTH WEBS OF THE TOP RAIL v lu a. 1 3/4" OR 4 1/2" 6" MAX. 6" MAX. 3" MAX. 2 w F2 7 a 18" MAX- O. C. AT FIXED PANEL SIDES n 6" MAX. 52 1/2" MAX. 52 1/2" MAX. 1 3/4" OR 4 1/2" 20" O.C. SEE MULLION END MAX. CONNECTION DETAILS ON A \ SHEET 2 FOR ANCHOR QUANTITY OPTIONS I I III (IIII IIII 1 3/4" 52 1/2" MAX. OR 4 1/2" 1 3/4" OR 4 1/2" II IIII IIII o I I o I MULLION LOAD WIDTH MULLION LOAD WIDTH MAX. 57") MAX. 57") a WINDOW WINDOW WINDOW io CENTERLINE CENTERLINE CENTERLINE SEE MULLION m END 52 1/2" MAX. D.LO. CONNECTION DETAILS ON TYP.) SHEET 2 FOR C1 C2 / ANCHOR QUANTITY OPTIONS f2 D.C. MAX.l TYP. FRAME ANCHOR WHERE SHOWN. SEE FRAME ANCHOR REQUIREMENTS TABLE" ON THIS SHEET FOR REQUIREMENTS. I EXTERIOR ELEVATION MULTIPLE FIXED PANEL STORE FRONT ASSEMBLY SCALE: 1/2"=1'-O" HORIZONTAL STACKING & OVERALL UNIT WIDTH IS UNLIMITED. NUMBER OF VERTICAL OANIPI0 IC 1I1,11lurrcn AI IT MUST FIT INSIDE MAXIMUM FRAME HEIGHT SHOWN EVALUATION OF THIS PRODUCT IS BASED ON APPLICABLE STANDARDS AND/OR INFCRMATION & RESULTS FROM APPLICABLE TEST REPORTS. THE FLORIDA BUILDING CODE VERSION CONSIDERED WITH THIS EVALUATION WAS THAT IN FORCE AT THE TIME OF THE EVALUATION. IN THE EVENT OF CODE VERSION CHANGES/UPDATES OR IN THE EVENT THAT NEW OR ADDITIONAL TESTING IS COMPLETED ON THIS PRODUCT, PRIOR TO STATING CODE COMPUANCE WITH THE STATE, THE MANUFACTURER SHALL CONFIRM WITH THE EVALUATION ENGINEER OF RECORD THAT EVERYTHING SPECIFIED HERE - IN IS CURRENT WITH ALL CURRENT TESTING. CODES AND APPUCABLE STANDARDS. ALLOWABLE DESIGN PRESSURE SEE LOAD TABLES ON SHEET 5 Q<; Lin U Qi r O O N V' 6dbM •• QQ ITHESE GRAWINGS ARE APPLICABLE ONLY TO THE PRODUCT SPECIFIED. THEY MAY NOT BE USED FOR THE ASSEMBLY AND/ OR INSTALLATION OF ANY OTHER PRODUCT NOR MAY THEY BE USED FOR RATIONAL AND/OR LOCAL APPROVAL OF ANY PRODUCT NOT PRODUCED BY THE MANUFACTURER m Lu0 Do 0 W0 z w rn az w o Boa 3 Ian o In z w U! z U U zO " z00a w to m i zv o O Z.< z was uW wm U) w2 N U) z N3U a z u3" d a tt 4n L p Qv 7 SHEET NO. OF 1 - i 1 3/4- 96" MAX. WITH TRANSOM MULLION PART #7 OR 8 OR 52 1/2" MAX. 52 1/2" MAX. 84" MAX. WITH TRANSOM MULLION PART #5 OR 6 1 3/4" 4 1/2" (SEE TRANSOM MULLION END NOTE BELOW) SEE MULLION END 1 3/4" OR 4 1/2" 1 3/4" 6" MAX. CONNECTION DETAILS ON 16" MAX. THIS SHEET FOR ANCHOR 20" MAX. O.C. AT DOOR QUANTITY OPTIONS—O.C. TRANSOMr I IIII IIII 6 I 11111 IIII 1 IIII ILII 6 1 I I I 1 i 81 82 6 6 I 1 7 a MIL 77 v 71AX. G2 7 52 1/2" D.L.O. TYP ) DOOR CENTERLINE i FOR DOOR SIZE, PRESSURE & INFORMATION NOT SHOWN, SEE MULLION LOAC WIDTH I MULLION LOAD WIDTH MAX. 57") (MAX. 76") _ _ _ _ _ _ _ 66 67 68 69 0 71 WINDOW WINDOW LDCK CENTERLINE CENTERLINE s7sTeMs 8 a2 1 1 I IIII 11 1 III I/ QI l I I I 20" O.C. 1 1 MAX. L SEE MULLION END CDNNECMAX. DETAILS ON THIS SHEET FOR ANCHOR QUANTITY OPTIONS EXTERIOR ELEVATION TRANSOM MULLION NOTE: STORE FRONT ASSEMBLY WITH DOORS & TRANSOM WHEN TRANSOM MULLION PART #5 SCALE: 1/2"=1"-0" OR 6 1S USED, MULLION SPAN IS NOTE: 1), FIXED PANELS MAY BE PLACED ON ONE OR BOTH SIDES OF DOORS. LIMITED TO MAX. 84". WHEN 2) DOORS MAY BE SINGLE OR DOUBLE DOORS. TRANSOM MULLION PART #7 OR 8 IS USED, MULLION SPAN MAY ALLOWABLE DESIGN PRESSUREUPTOMAX. 96". SEE PARTS DRAWINGS FOR MULLION PARTS. SEE LOAD TABLES ON SHEET 5 NOTE: THESE DOOR UNITS ARE NOT APPROVED FOR USE WHERE WATER INFILTRATION RESISTANCE IS REQUIRED BY THE DOOR UNLESS THE UNITS ARE INSTALLED IN NON -HABITABLE AREAS WHERE THE UNIT & THE AREA ARE DESIGNED TO ACCEPT WATER INFILTRATION OR THE UNITS ARE INSTALLED AT LOCATIONS PROTECTED BY A CANOPY OR OVERHANG WHERE -BY THE OVERHANG(OH) RATIO IS EQUAL TO OR MORE THAN 1.0 PER FBC, 6" MAX. 7 _ 2" TO 3" 16" MAX. O.C. AT DOOR SIDES 1—2" MAX. Ili 'I 6" MAX. 6" MAX- -- Fz TYP. FRAME ANCHOR WHERE SHOWN J SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR REQUIREMENTS. NOTE: DOOR SILL ANCHORS INCLUDE 9 TOTAL AT DOUBLE DOORS & 3 TOTAL AT SINGLE DOORS AS SHOWN.) THREE(3) 3/8" WEDGE/SLEEVE ANCHORS WITH MIN. 2 1/2" Ef AND 2 1/2" EDGE DISTANCE GALVANIZED STEEL OR S.S. RAMSET/RED HEAD DYNABOLT, HILTI KWIK-BOLT 3 OR POWERS RAWL POWER BOLT) 2" 2" MULLION END CONNECTION DETAIL CONNECTION TYPE "A") 2 ANCHORS EACH SIDE OF MULLION) 2" 2" MULLION END- CONNECTION DETAIL CONNECTION TYPE "B" j 3 ANCHORS EACH SIDE OF MULLION) 2„ 2" MULLION END CONNECTION DETAIL CONNECTION TYPE "C") 4 ANCHORS EACH SIDE OF MULLION) MULLION END CONNECTION DETAIL TAT DOOR -SIDE JAMB MULLION) NOTE: THIS MULLION END CONNECTION IS EQUIVALENT IN PRESSURE CAPACITY TO CONNECTION TYPE "C". 3 w o0Lo W wZoo 3 0 0 w wwO En o, rV a z mtoW I z z z Lei off. o wujvwz o3N15 w DOOR SILL m Fw voi.- 8 H 3r N3Ur z u3 SILL ANCH 2 OF 11 Q 1 3/4" OR 52 1/2" MAX. 52 1/2" MAX. 96" MAX. 1 3/4" 4 1/2" SEE MUWON END CONNECTION DETAILS ON 1 3/4" or 4 1/2" 1 3/4" DOOR 6" MAX. SHEET 2 FOR ANCHOR CENTERLINE QUANTITY OPTIONS 20" MAX. O.C. r L7 L2 L3 16" O.C. 6 8 8 8 - MAX. 11 1 6" MAX. 114 52 1/2" MAX. D.L.O. _ TYP.) @Gl 6 6 MULLION MA: WINDOW CENTERLINE I \ Op P Sf1E K P I \ N1 7 g g v 16" MAX. 66 67 71 \ 8 ODDOST 69 7D 71 I MAX. AD WIDTH MULLION LOAD WIDTH 57") (MAX. 76") - I WIWN SEENDOWFORDOORSIZE, PRESSURE do CENTERLINE WN, SE DOOR ELEVATIONS ONINFORMATIONNOTO SHEET 5 i I IL, I 1 6" MAX. 1\ Hill I 20" O.C. I_ / a 6" MAX. SEE MUWON END CONNECTION TYP. FRAME ANCHOR WHERE SHOWN. DETAILS SHEET 2 FOR ANCHOR SEE "FRAME ANCHOR REQUIREMENTS QUANTITY OPTIONS TABLE" SHEEP 1 FOR REQUIREMENTS. EXTERIOR ELEVATION (NOTE: DOOR SILL ANCHORS INCLUDE STORE FRONT ASSEMBLY WITH DOORS & NO TRANSOM S TOTAL AT DouBDOORS & 3 D TOTALATSINGLEDOORSAS SHOWN.) SCALE: 1/2 =1'-O" NULL: 1) FIXED PANELS MAY BE PLACED ON ONE OR -BOTH SIDES OF DOORS. 2) DOORS MAY BE SINGLE OR DOUBLE DOORS. ALLOWABLE DESIGN PRESSURE SEE LOAD TABLES ON SHEET 5 NOTE: THESE DOOR UNITS ARE NOT APPROVED FOR USE WHERE WATER INFILTRATION RESISTANCE IS REQUIRED BY THE DOOR UNLESS THE UNITS ARE INSTALLED IN NON - HABITABLE AREAS WHERE THE UNIT & THE AREA ARE DESIGNED TO ACCEPT WATER INFILTRATION OR THE UNITS ARE INSTALLED AT LOCATIONS PROTECTED BY A CANOPY OR OVERHANG WHERE -BY THE OVERHANG(OH) RATIO IS EQUAL TO OR MORE THAN 1.0 PER FBC. m i v7 tit a, aZmW O O Lo LU Ab w n W U U r Z W O N U z O o] z O K poi w a z W V)N 4 z z a er,111ililllB>i ae e((P 133 1ry cc a r, 102 Ln 0,, f co U` n w tn. W. d' a 4:Os Nvj Z aw. y Za 1I t11t „` ORAa,6N . Rn: 3 of 11 96" MAX. WITH WIDE STILES & RAILS, 72" MAX. WITH NARROW STILES & RAILS DOOR CENTERLINE I 16MAX0 _„ MAX. I81 Ig Ia O.C. 1 f rT J n Q 3 N1 wJ oaN2 8 3 o you N3 o a w a W 9 3 3 rn OPPOSITE P 9 N1 1 66 67 68 N2 69 70 71 I 8 LOCK SYSTEMS.. N3 I 9 9 I 37 3/4" MAX. I 28 1/2" MAX."' D. L.O. WITH WIDE I D.L.O. WITH STILES & RAILS I NARROW STILES & RAILS 8 I I 6" MAX. 0 16" MAX. O. C. AT DOOR SIDES 2" MAX. TYP. FRAME ANCHOR WHERE SHOWN. SEE FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR REQUIREMENTS. NOTE: DOOR SILL ANCHORS INCLUDE 9 6" MAX. TOTAL AT DOUBLE DOORS 3 TOTAL AT SINGLE 11 1 11111 LULLDOORSAS SHOWN.) 6" MAX- z' EXTERIOR ELEVATION DOUBLE DOOR ASSEMBLY SCALE: 1/2"= V-O" ALLOWABLE PRESSURE = +/-65 PSF J J J Q J o o< co N J d Q W Q J 3 a m 73 m o 3 1 rn 48 1/16" MAX. WITH WIDE STILES & RAILS, 36 1/16" MAX. WITH NARROW STILES & RAILS 16" MAX. O. C. LocK69 70/EM1 28 1/ 2" MAX. D.L. O. WITH NARROW STILES & RAILS,/' 6" MAX. — I 6" MAX. 6 MAX. f 16" MAX. O.C. AT DOOR SIDES 2" . MAX. TYP, FRAME ANCHOR WHERE SHOWN. SEE FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR REQUIREMENTS. NOTE: DOOR SILL 6" MAX. ANCHORS INCLUDE 9 TOTAL ATDOUBLEDOORS3TOTAL AT SINGLE DOORS AS SHOWN.) EXTERIOR ELEVATION SINGLE DOOR ASSEMBLY SCALE: 1/ 2"=1'-O" ALLOWABLE PRESSURE = +/- 65 PSF NOTE: THESE DOOR UNITS ARE NOT APPROVED FOR USE WHERE WATER INFILTRATION RESISTANCE IS REQUIRED BY THE DOOR UNLESS THE UNITS ARE INSTALLED IN NON -HABITABLE AREAS WHERE THE UNIT & THE AREA ARE DESIGNED TO ACCEPT WATER INFILTRATION OR THE UNITS ARE INSTALLED AT LOCATIONS PROTECTED BY A CANOPY OR OVERHANG WHERE - BY THE OVERHANG(OH) RATIO IS EQUAL TO OR MORE THAN 1.0 PER FBC. 3 00 W rn 4W i W d W 'n00WC5Ur 3' o nz ui In t- rn U z m a Wm I z Re z Way - p c Uri WN a ' zU) j3Ua 3' 8 4 OF 11 VERTICAL MULLION LOAD TABLE MULLION -A' VERTICAL MUWON LOAD TABLE MULLIONB" VERTICAL MULLION LOAD TABLE MULLION "" ) C VERTICAL MULLION LOAD TABLE MULLION "D GLASS LOAD TABLE s rinrl"1 wrt:: "s' DAY LIGHT OPENING (D.L.O.) ALLDWABLEUNREINFORCEDFIXEDPANEL VERTICAL MULLION FIXED PANEL VERTICAL MULLION REINFORCED WITH SINGLE CHANNEL DOOR JAMB VERTICAL MUWON REINFORCED WITH SINGLE CHANNEL DOOR JAMB VERTICAL MUWON REINFORCED WITH TWO CHANNELS MAXIMUMWNGSIDEIN. MAXIMUMSHORTSIDE PRESSUREPSF) mWoe/m MAXIMUMMULLIONSPANIN.) MAXIMUMLOADWIDTHIN.) ALLOWABLE CONNECTION A" PSF) PRESSURE CONNECTION B' PSF PS CONNECTION C' PSF) MAXIMUMMULLION SPAN IN.) MAXIMUMLOAD WIDTHIN.) ALLOWABLE CONNEC110N A' PSF) PRESSURE CONNECTION B' PSF) PSF CONNECTION C" PSF) MAXIMUMMULLIONSPANIN.) MAXIMUMLOADWIDTHIN.) ALLOWABLE CONNECTION A' PSF) PRESSURE CONNECTION B' PSF) PS CONNECTION C. PSF) MAXIMUMMULLION SPANIN.) MAXIMUMLOAD WIpTHW. ALLOWABLE PRESSURE (+ -PSF CONNECTION CONNECTION CONNECTION A" `B" "C' PSF) (PSF) (PSF GLASS OPTION i g6.0 34.0 65.0 93.5 52.5 65.0 57 42A 47.6 47.6 51 47.0 53.2 53.2 86 45 51.3 60.3 60.3 39 61.5 65.0 65.0 33 65.0 65.0 65.0 57 45.2 ' 59.1 59.1 80 Si 50.5 65.0 65:0 45 57.3 65.0 65.0 39 65.0 65.0 65.0 57 48.9 65.0 65.0 74 51 54.6 65.0 65.0 45 61.9 65.0 65.0 57 532 65.0 65.0 68 51 59.5 65.0 65.0 45 65.0 65.0 65.0 57 58.3 65.0 65.0 62 51 65. 6 65.0 65.0 56 57 fi4.6 65.0 65.0 MULL ON ".A" =VERTICAL MULLION BETWEEN FIXED PANELS WITH NO REINFORCEMENT WITH N "B" = VERTICAL MULLION BETWEEN FIXED PANELS ONE(1) CONINUOUS STEEL CHANNEL FOR REINFORCEMENT C" = VERTICAL MULLION BETWEEN DOORS AND PANELS WITH ONE(1) CONTINUOUS STEEL CHANNEL REINFORCEMENT. MUWON "D" = VERTICAL MULLION BETWEEN DOORS AND FIXED PANLES WITH TWO(2) CONTINUOUS STEEL CHANNELS FOR REINFORCEMENT. LOAD TABLE NOTES: 1. THE LESSER OF THE LOADS DETERMINED FROM THE MULLION LOAD TABLES AND THE GLASS LOAD TABLE SHALL CONTROL FOR THE ASSEMBLED UNIT. 2. ALL LOADS IN THE GLASS LOAD TABLE ARE AS RESTRICTED BY TESTING AND THE CURRENT ASTM E1300 STANDARD. 3. ALL LOADS IN THE MULLION LOAD TABLES HAVE BEEN WEAKESTON THE 1 DETERMINED BASED WIDE FRAMING EMBERS. CONDITION POSSIBLE IT AT THE ALLOWABLE LOADS MAY INCREASE WITH USE OF THE 4 1/2" WIDE FRAMING MEMBERS, BUT CONSIDERATION OF ?HIS INCREASE IS NOT APPLICABLE TO THIS APPROVAL. INCREASE IN MULLION LOADS DUE TO USE OF THE 4 1/2" FRAMING MEMBERS SHALL BE REVIEWED AND CERTIFIED BY A FLORIDA LICENSED ENGINEER UNDER A JOB SPECIFIC APPROVAL. 123.5 57 29.3 59.5 59.6 76 27.7 56.8 59.9 123.5 76 22.0 45.1 47.9 GLASS OPTION 2 8i u 51 32.7 65.0 65.0 72 29.2 SO.() fi}.2 72 23.2 47.6 50.5 96.0 34.0 65.0 45 37.1 65.0 65.0 fifi 31.9 65.0 65.0 fifi 25.3 51.9 55.1 93.5 38.5 65.0 39 42.8 65.0 65.0 60 35.1 65.0 65.0 60 27.8 57.1 fi0.fi 87.0 41.5 65.0 33 50.6 65.0 65.0 gg 54 39.0 65.0 65.0 54 30.9 63.5 65.0 81.0 44.5 65.0 27 61.8 55.0 65.0 48 43.8 65.0 65.0 48 34.8 65.0 65.0 75.0 48.0 65.0 21 65.0 65.0 65.0 42 50.1 65.0 65.0 42 39.8 65.0 65.0 69.0 52.5 65.0 120 57 30.1 61.9 Sao 36 58.4 65.0 65.0 36 46.4 65.0 65.0 GLASS OPTION 3 St 33.7 65.0 65.0 30 65.0 65.0 6S.0 30 55.7 65.0 65.0 93.5 18.0 65.0 z 45 38.2 65.0 65.0 76 31.5 64.8 65.0 24 65.0 fi5.0 65.0 87.0 79.5 65.0 W N 3. WUz W v`1 E 0FIXED U 1 Oz o0 a DO z z3U U I- N o O O w 2 o 0 , o 22 - U Z N I-v1 I 0-' n O O W w '- a3a u O s 39 44.1 65.0 fi5.0 72 33.7 65.0 65.0 120 76 22.6 46.452.2 81.0 21.0 65.0 33 52.1 65.0 65.0 fifi 36.3 65.0 65.0 J2 23.9 49.0 55.1 75.0 23.0 65.0 27 63.6 65.0 65.0 B6 6o 40.0 65.0 65.0 66 26.0 53.5 60.1 69.0 2&0 65.0 21 65.0 65.0 65.0 54 44.4 65.0 65.0 60 28.6 58.8 65.0 108 57 33.5 65.0 65.0 63.0 27.0 65.0 48 50.0 65.0 65.0 54 31.8 65.0 65.0 57.0 3Q0 65.0 51 37.4 65.0 65.0 42 57.1 65.0 65.0 4B 35.8 65.0 65.0 46.0 37.0 65.0 45 424 65.0 65.0 36 65.0 65.0 65.0 42 40.9 65.0 65.0 4J.0 40.0 ED 39 49.0 65.0 65.0 76 33.1 65.0 65.0 36 47.7 65.0 65.0 GLASS OPTION 1: 1 /4" TEMPERED PANES SS OPTION 2: 1/4" H.S. PANES GLASS OPTION 1 /4" AN. PANES 33 57.9 65.0 65.0 72 34.9 65.0 65.0 30 57.3 65.0 65.0 27 65.0 65.0 65.0 fifi 38.1 55.0 65.0 24 65.0 65.0 fi5.0 98 57 36.9 65.0 65.0 82 80 41.9 65.0 fi5.0 76 25.1 51.6 58.0 51 41.3 65.0 65.0 54 46.6 55.0 65.0 72 26.5 54.4 61.2 45 46.8 65.0 6s.0 ss.o 65.0 fifi 28.9 s9.a 65.0 39 54.0 65.0 65.0 9 65.0 65.0 60 3T8 65.0 65Au7 33 638 65.0 65.0 0 65.0 65.0 54 35.4 65.0 650 NOTE: GLASS SHALL MEET ALLWITH REQUIREMENTS OF CAPTER 24 THE FLORIDA BUILDING CODEMUWON FBC) INCLUDING ALLo APPLICABLE SAFEfYFOR REQUIREMENTS.Frn z7 65.0 65.0 65.0 o4a52. 4 9 65.0 65.010848 39.8 65.0 65.0 86 s7 a2.t ss.o 6s.D 6 ss.o 6s.0 a2 ass 65.0 6s.o 51 47.0 65.0 65.0 74. 9 65.0 65.0 36 53.0 6s.o ss.o 45 93.3 65.0 65.0 0 2 65.0 650 30 636 650 65.0 C1p HEb m L,W1 Z Q z w ILit 05 waz a o 3 39 61.5 65.0 65.0 65.0 65.0 24 65.D fis.0 65.0 33 65.0 65.0 65.0 68 s sss 65.0 65.0 98 76 27.7 56.8 53.9 P114 Elp, "'! JN 1- Y % Ze:4 0•. •• M. 6 ' a V f7 O Ot i m co :z w d: a a w F. JOS O `. O Z /•`Qjy r O'Q P,\\\ 80 57 45.2 65.0 65.0 45 65.0 65.0 65.0 72 29.2 60.0 65.0 51 50.5 65.0 65.0 57 58.3 65.0 65.0 66 31.9 65.0 65.0 45 57.3 65.0 65.0 62 51 65.0 65.0 55.0 60 35.1 65.0 65.0 39 65.0 65.0 65.0 56 57 64.6 65.0 55.0 54 39.0 65.0 fi5.0 74 57 48.9 65.0 65.0 48 43.8 65.0 65.0 51 54.6 fi5.0 65.0 42 50.1 65.0 65.0 45 61.9 65.0 65.0 36 58.4 65.0 65.0 65.01UjIZ3965.0 65.0 65.0 30 65.0 65.0 68 57 53.2 65.0 65.0 B6 76 31.5 64.8 65.0 51 59.5 65.0 65.0 72 33.3 65.0 65.0 62 57 58.3 65.0 65.0 60 400 65.0 65.0 e^ gn o \ o oz r N ac Uz' v a 51 65.0 65.0 65.0 sa aa.a 65.0 65.0 56 57 64.6 65.0 65.0 48 50:0 65.0 65.0 42 57.1 65.0 65.0 36 65.0 65.0 65.0 82 76 33.1 65.0 65.0 n 34.9 65.0 65.0 fifi 38.1 65.0 65.0/j%•. 60 41.9 65.0 65.0 54 46.6 65.0 65.0 48 524 65.0 65.0 WING No' 1431 D4259.9 65.0 85.0 36 65.0 65.0 65.0 SHEET N0. 5 OF 11 FRAME ANCHOR SUBSTRATE BY OTHERS PER ELEVATIONS 1/4" MAX. SHIM AT EACH ANCHOR SEALANTS JoKiE12 BY OTHERS EXTERIOR b SEE GLAZING DETAIL 3 ON SHEET 9 SECTION SCALE: 1/2 FULL 6 SEE GLAZING DETAIL 1 ON SHEET 9 a r ws EXTERIOR / —SEE GLAZING DETAIL 3 ON w SHEET 9 SECTION B1 SCALE: 1/2 FULL 6 SEE GLAZING DETAIL 2 ON EXTERI O R / SHEET 9 IIIr SEE GLAZING DETAIL 4 ON EXTERIOR / / SHEET 9 ML/`SEE GLAZING DETAIL 1 ON SHEET 9 SECTION n SCALE: 1/2 FULL SEE GLAZING DETAIL 4 ON EXTERIOR / SHEET 9 I CD w x w of SEALANTS —L BY OTHERS 1/4" MAX. SEALANTS L 1/4" MAX. SHIM AT EACH BY OTHERS SHIM AT EACH ANCHOR ANCHOR FRAME ANCHOR SUBSTRATE BY OTHERS FRAME ANCHOR PER ELEVATIONS PER ELEVATIONS SUBSTRATE BY OTHERS SECTION c1 - SECTION cz SCALE: 1/2 FULL 6 SCALE: 1/2 FULL 6 FRAME ANCHOR SUBSTRATE BY OTHERS PER ELEVATIONS w a 1/4" MAX. SHIM AT EACH ANCHOR IK SEALANTS 13 b BY OTHERS o_ w.. x L c 2 EXTERIOR / ` SEE GLAZING = DETAIL 2 ON w SHEET 9 SECTION D uj SCALE: 1/2 FULL 6 rn m SEE GLAZING 3 w 0 CD Lon SHEETETAIL 9 ON SHEET 9 z q a.a F o C3 a, EXTERIOR ( 1 w X o 0 1 S w U, 3vNo 0 Inz OOf w wOo s in a m zm a W( m w z B2 34 Iz z 0 = n w dWO] 56 In w0z n tL F nU)Z SEE R3.d GLAZING DETAIL 8 ON 111111110/e' , P.. * a/ Jy o w SHEET 9 t,F : '••., ` SECTION Et m Qr.M. y o' j,= o = N 6i SCALE: 1/2 FULL r 6" Z : O'. i N § W, O N41 bj: i 2 z w U 3e C6 0 e'''• 11M PP` 3 0•„ `, a@ WIN R 1j D SHEEP N0. 6 0F 11 SEE GLAZING - EXTERIOR DETAIL 7 ON SHEET 9 C SEE GLAZING I, SHE 9 DETAIL ON SHEEP 9 SECTION Ez SCALE: 1/2 FULL 7 1/4" MAX. SHIM AT EACH ANCHOR SUBSTRATEBYOTHERSXXX 1/4- MAX. SHIM AT EACH -- ANCHOR REQUIRED ONLY WITH MULLION "B" SEE GLAZING DETAIL 2 ON SHEET 9 1 0 6 w zirrn 3 p0 U oUrn a W - 3no z Po i N i _ m 2Go d Wm I z XG zo wd -! A d rLoi. O W cso i u- Lj U W L SEE GLAZING U SEE GLAZING SEE GLAZING SEE GLAZING DETAIL 11,3 irnz DETAIL 2 ON SHEET F` < DETAIL 1 ON DETAIL 1 OR 5 ,Illitl/=3c a SHEET 9 / SHEET 9 ON SHEET 9 / •...... ../ 13 EXTERIOR 85 •p 40ZN j29e( V=Q 3W6 °•' FRAME ANCHOR REQUIRED ONFRAME ANCHOR PER ELEVATIONS REQUIRED ONLY WITH MULLIOPER ELEVATIONS >///lllel1 SEALANTS BY07HERSrlSECTION G1 WITH MULLION "D" C" & "D" SEALANTS 3 SECTION F1 SCALE: 1/2 FULL 7 SECTION BY SCALE: 1 2 FULL SECTION H OTHERS SCALE: 1/ 2 FULL 7 SCALE: 1/2 FULL 7 s4 No 7 aF 11 SECTION E3 SCALE: 1/ 2 FULL 7 ONLY WITH MULLION "B" STRATE THERS AME ANCHOR R ELEVATIONS EE GLAZING ETAIL 1 OR 5 ON SHEET 9 ONLY WITH MULLION "D" DETAIL 2 ON SHEET 9 1 EXTERIOR SEALANTS BY OTHERS SECTION F2 SCALE: 1/ 2 FULL 7 4 29 REQUIRED ONLY WITH MULLION C" & "D" SECTION Gz SCALE: 1/ 2 FULL 7 Jb SEE GLAZING DETAIL 8 ON SHEET 9 1 SECTION K EXTERIOR SCALE: 1/ 2 FULL 7 1/4" MAX. SHIM AT j EACH ANCHOR FRAME ANCHOR PER ELEVATIONS SEALANTS — BY OTHERS IBSTRATE BY FRAM HERS PER 1/4" MAX. r SHIM EACH ANCHOR SECTION L1 J /SCALE: 1/2 FULL 8 SEE GLAZING DETAIL 8 ON SHEET 9 SUBSTRATE BY OTHERS ME ANCHOR ELEVATIONS SECTION M SCALE: 1/2 FULL 8 SEAL BY 0 OTHERS 1/4" MAX. SHIM AT EACH ANCHOR T DETAIL 8 ON L2SHEET9SECTION SCALE: 1/2 FULL 8 FRAME ANCHOR SUBSTRATE BY OTHERS PER ELEVATIONS n BY OTHERS SEE GLAZING- DETAIL468ON SHEET 9 / l SECTION L3 SCALE: 1/2 FULL 8 1/4" MAX. SHIM AT EACH ANCHOR T 1/4" MAX. ..— I - SHIM AT EACH —FRAME WIDTH (F.W.) — ° DT -x °"oo aa/os ANCHOR FRAME ANCHOR PER ELEVATIONS 13 SEE GLAZING DETAIL 8 ON 4 SHEET 9 0 66 3637 ° z 0 lz SUBSTRATE EXTERIOR BY OTHERS 64 SEALANTS SECTION(NIn BY OTHERS SCALE: 1/2 FULL 8 > z BUTT HINGE CONDITION) 3 0 o n UMN 1/4" MAX. I U ¢ w SHIM AT EACH - F^ FRAME WIDTH (F.W.) — c ,o, oANCHORIFRAMEANCHORPERELEVATIONS w W_000 wo SEE GLAZING n oz 4 DETAIL 8 ON o w SHEET 9 E 56 38 39 w Y zm 0- 7- 0z Ldwa 6;4: SUBSTRATE EXTERIOR 0 w& 88o i BY OTHERS 63 SECTION SEALANTS N2 m F §N BY OTHERS SCALE: 1/2 FULL 8 y $aGEARHINGECONDITION) r 00 3z u 3 'Ad eee11111iNJ// _cc a J N w< U•xfIAd r OO.a z co z r C. p o O N4 Z C9 3 0,, ING N R sooOobM'1P ep' D1. 1431 D SHEET NO. 8 of 11 1 1/4" MAX. SHIM AT EACH -- FRAME WIDTH (F.W.) — ANCHOR ---1 FRAME ANCHOR PER ELEVATIONS J SEE GLAZING DETAIL 8 ON THIS SHEET 56 36 37 0 1 o O EXTERIOR SUBSTRATE'j 65 SECTIONBYOTHERS N3 SEALANTS SCALE: 1/2 FULL 9 BY OTHERS (PIVOT HINGE CONDITION) SEE GLAZING DETAIL 8 ON THIS SHEET SEE GLAZING DETAIL 8 ON THIS SHEET - SECTION S SCALE: 1/2 FULL 9 1/4" MAX. SHIM AT FRAME WIDTH (F.W.) EACH ANCHOR FRAME ANCHOR PER ELEVATIONS SUBSTRATE 13BYOTHERS 40 41 Z YO SEE GLAZING 58 DETAIL 8 ON 81 THIS SHEET INACTIVE ACTIVE 1 EXTERIOR SECTION p SCALE: 1/2SCALE: 1/2 FULL e SEALANTS - BY OTHERS SEE GLASS OPTIONS BELOW 59 EXTERIOR 59 3 15 5/8" MIN. BITE SETTING BLOCK AS REQUIRED GLAZING DETAIL 1 SCALE: 1/2 FULL SEE GLASS OPTIONS BELOW 59 EXTERIOR 59 2 11 5/8" MIN. BITE SETTING BLOCK AS REQUIRED GLAZING DETAIL 2 SCALE: 1/2 FULL SEE GLASS aBrfE OPTIONS BELOW 5/8" 591 3SETTINGBLOCK AS REQUIRED Dow 995 AT EACH END OF GLASS STOP GLAZING DETAIL 3 SCALE: 1/2 FULL SEE GLASS EXTERIiSlUCONE OPTIONS BELOW 5/8"SITE 59 16 SILLIC01 9 i6 AT EACH SETTING BLOCK AS REQUIREDATEACHENDOF GLASS STOP GLAZING DETAIL 4 SCALE: 1/2 FULL 59 ,J SEE GLASS OPTIONS BELOW EXTERIOR 19 5/8" MIN. BITE 15 19 DOW 995 GLAZING DETAIL 5 SILICONE SCALE: 1/2 FULL SEALANT USED ONLY AT SHALLOW TO SHALLOW POCKET GLAZING. FIXED PANEL GLASS OPTIONS GLASS OPTION 1: 1/4" TEMPERED GLASS GLASS OPTION 2: 1/4" HEAT STRENGTHENED GLASS GLASS OPTION 3: 1/4" ANNEALED GLASS SEE "GLASS LOAD TABLE" ON SHEET 5 FOR GLASS LOAD REQUIREMENTS. NOTE: GLASS SHALL MEET ALL REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC) INCLUDING ALL APPUCABLE SAFETY REQUIREMENTS. EE GLAZING V DETAIL 8 ON 56 3137 THIS SHEET 1 SECTION 1 EXTERIOR SCALE: 1/2 FULL 59 .J SEE GLASS OPTIONS BELOW EXTERIOR 18 5/8" MIN. BITE 4 GLAZING DETAIL 6 SCALE: 1/2 FULL SEE GLASS OPTIONS BELOW E+ XTERIOR 7/8" MIN. BITE DOW 995 SILICONE ` DOW 995 AT EACH END OF SIUCONE SEALANT GLASS STOP SETTING BLOCK AS REQUIRED GLAZING DETAIL 7 SCALE: 1/2 FULL 60 1/4" TEMPERED GLASS IN RIOR 1/2" M51 36 37 38 3940 SETTING BLOCK 41 4243 4445 AS REQUIRED 4647 48 49 GLAZING DETAIL 8 SCALE: 1/2 FULL m uja w Uw 0 w ww s0 rn U a I z0zu) 41 a N e a e Z s4 1NO. D. SHEET 9: OF 11 f 4.452 -{ - 4.500 - --{ 1.750 1.750 0.080 0.080 1 tJ1 FRAME HEAD C2)1 3/4" SILL, JAMB OR MULLION 4.452 0.188 2.000 0.125 7O DOOR TRANSOM MULLION USED WITH SPANS UP TO 96") i4.452 f - 1.750 EQZ 1.750 0.080 0.080 O31 3/4" HORIZONTAL MULLION REMOVE 4.500 THIS AREA AT 1.750 0.094 0.125 4.452 -- O DOOR TRANSOM MULLION LIMITED TO 84" SPAN) 4.452 0.580 TRANSOMS 1.7so 0 18a O4 OPEN BACK DOORo.12s JAMB/MULLION D.o90 3.590 0.080 DOOR TRANSOM MULLION USED WITH SPANS UP TO 96") 3.590 ------ 3.590 3.786 -{ 0 080 I 15 POCKET 4.452 - r 0.080 3.549 4.452 --j 0.125 1.750 0.090 DOOR TRANSOM MULLION LIMITED TO 84" SPAN) 4.500 0.080 0.080 FILLER 3.650 12 PERIMETER FILLER 13 FLAT FILLER 14 SILL INSERT 4•150 0.125 0.925 0.050 1.160 4.875 0.050 124 05O 548 1.750 II 1 0.094 f 4 0.666 0.893 17 TRANSOM 19 GLASS GLASS STOP 1g POCKET POCKET 20 HIGH PERFORMANCE INSERT EXTENSION FLASHING 4.150 0.718 0.125 23 TRANSOM MULLION & DOOR HEAD END CLIP USED WITH PART #6) 4.188 Li 000 0.135 29 STEEL REINF. 4.000 1.125 p,125 0.125 24 TRANSOM MULLION & DOOR HEAD END CLIP USED WITH PART #8) 4.406 -j 10 4 1/2" SIDE JAMB OR VERT, MULLION HALF 0.094 4.500 0.094 I 4.406 4 1/2" SIDE JAMB OR 0. 1 250.1251.484 11 VERT. MULLION HALF 1.484 0.156 W/GLAZING POCKET 0.156 0.094 0.094 21 TRANSOM MULLION &DOOR 22 TRANSOM MULLION & DOOR HEAD END SHEAR BLOCK HEAD END SHEAR BLOCK USED WITH PART #5) ( USED WITH PART #7) 0.062 1.030 1.928 16 GLASS STOP 4.125 0.935 0.120 t 28 STEEL REINF. O4 1 /2" SILL OR HORIZ. MULLION 12.000 0.250 - 4.000 @ DOOR JAMB MULLION END CONNECTION ANGLE 1.313 O O O 1 f - 4.500 4.250 0.125 I-- 2.000 ----1 2.000 -- 3.826 I 0.500 0.062 0.094 1.062 0.625 1.375 0.125 f 4.000 - - "_- - T 0.562 0.135 33 DOOR THRESHOLD D 12s D34SAMIIDOORSTOP35LCNDOOR STOP 30 STEEL- REINF. 31 DOOR JAMB MULL END CONNECTOR CUP U rL w Ad 0 F- LU 0 U) U d IZOZ O m u< ci - N z Q rn 0 0 . O a w U U n 3n0 00zwwo m w zd wa =fin WogoglO ?3wW? o UJ y3 nz m2 5 0 a` a z u 3'8 s o co OZ'N Z 1-1 plIN { 0 b SH14 10 OF 11 65 REM DESCRIP11ON I MANUFACTURER/NOTES PARTS 3.375 --{ 2.000 --{ - 3.563 I-- 2.188 6063-T6 ALUMINUM JAMB OR MULLION 6063-T6 ALUMINUM I 1ONTALMULLION5063-TB ALUMINUM OOR JAMB MIU.WN 6063-Tfi ALUMINUM EO 1.750 1.750 1.750 M & TRANSOM MUWON 6063-TB ALUMINUM MUWON LIMITEO TO 84- SPAN M & TRANSOM MUWON 6063-Tfi ALUMINUM MUWON LIMITED TO 84 SPAN .125 DI I 0.125 0-125 M MUWON 6053-T6 ALUMINUM JI_ .Jl- M MULLION 6053-T6 ALUMINUM OR HOREL MULLION 6063-T6 ALUMINUM - JAMB OR VERT. MULL HMF 6063-TB ALUMINUM 3g CONTINUOUS HINGE DOOR 39 CONTINUOUS HINGE 40 INACTIVE DOOR - 41 INACTIVE DOOR JAMB OR VERi. MULL HALF 6063-T6 ALUMINUM 1ER 6063-T6 ALUMINUM 35STILE (350 WIDE STILE) DOOR STILE (190 MEETING STILE ,0 MEETING STILE (190 SHIM SUPPORT 6063-T6 A NARROW STILE) 6063-T6 AWMINUM 3.5oo --- NARROW STILE) DE STILE) R 6063-T6.ALUMINUM _ 6063- T6 ALUMINUM T SS STOP 6063-T6 ALUMINUM I 2.125 2T 6053-T6 ALUMINUM 7 EXTENSION 6053-T6 ALUMINUM 1.750 0.125 T 0.125 MANCE FLSHRIC - 6063-T6 ALUMINUM 0 125 I T 1.750 1.750 1 & DOOR HEAD ENO SHEAR BLOCK 6063-T6 ALUMINUM USED WITH PART S 1 1.750 L & DOOR HEAD ENO SHEAR BLOCK 6063-T6 ALUMINUM USEO WRH PART 7 _J1 Jl_ LL &.000R HEAD ENO CLIP 6063-T6 AIUMINUN USED WRH PART 6 0.125 MULL STEEL RD ENO CUP 5063-Tfi ALUMINUM USED WITH PART 6 VIEW. MULL STEEL REINFORCEMENT 60 3- ALA 42 ACTIVE DOOR MEETING ---- 3-500 --- -- 2.125 -{ LL &DOORR50KS1srEEL STILE 350 WIDE STILE) O O REINFORCEMENT 50 KSISTEEL ( 43 ACTIVE DOOR 36 BEVELED & PIVOT 37 BEVELED & PIVOT MDLL STEEL REINFORCEMENTmHINGEDOOR STI E MEETING STILE (190HINGEDOORSTILELNARROWSTILE) (350 WIDE STILE) (190 NARROW STILE ALSO SINGLE DOOR LOCK STILE) (ALSO SINGLE DOOR LOCK STILE) 1.724 -T 1.724 0. 125 2. 250 0.125 3. 500 1.724 7. 724 45 DOOR TOP 0.125 3.875 RAIL 190 44 DOOR TOP RAIL NARROW STILE) i350 WIDE STILE 0.112 7.500 1.724 -i 48 DOOR BOTTOM RAIL (190 NARROW STILE) 0. 125 3. 688 0. 886 0.500 0. 050 47 DOOR BOTTOM 51 DOOR RAIL ( 350 WIDE' 46 LCN DOOR TOP STI GLASS STOP RAIL (350 WIDE TILE 8.250 1. 724 _ 0 0.125 7. 125 50 CROSS RAIL 49 DOOR COVER CROSS RAIL a w zoos Uw OUp> O a 1- U w Q j 0 0 3vN0 nz w 0 1 U zm a w z Z O - LUX z wa r, vS O X .$o i W g tLLZm ON Q U1Z 0ai I,.4' E` , SHIM NO. 1 OF a INSPECTION SEQUENCE BP# 17-2249 ADDRESS: 3607 S. Orlando Drive BUILDING`PERMIT Min Max Inspection Description Footer / Setback Stemwall 10 Slab / Mono Slab 10 Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In 20 Frame Insulation Rough Firewall Screw Pattern 30 Drywall / Sheetrock Lath Inspection Building Ceiling Air Barrier Insulation Roof (Com'1) 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 — 1000 Final Commercial — Addition / Alteration Final Commercial — Change of Use Final Building (Other) 4hT i „ ELECTRICAL' t PERMIT`c i { Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Ceiling Rough Electric Wall Rough 10 Electric Rough Pre -Power Final Temporary Pole 1000 Electric Final mgavapPtiusNGP R IT u fi W ,' 6 A m, M Min Max Inspection Description 10 Rough Plumb Plumbing Underground 20 Plumbing 2nd Rough Plumbing Tubset Plumbing Sewer Plumbing Grease Trap Rough Plumbing Steam / Chill Water Rough 1000 Plumbing Final 1VIECHANICAL PERIVIIT yr, Min Max Inspection Description 10 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 1000 Mechanical Final REVISED: June 2014 RB SENIINOLr LLC CONTRACT FOR: 4F/664 do. RD MANAGEMENT LLC 15B Build Out 810; Seventh Avenue, IOtt) Flour, New fork, NY 10019 Telephone: (212) 265•6600; Fax: (212) 7(5-844) for services and/or work to be perfiinned at 3605. 3715 South Orlando Drive Sanford, FL 327721110 SEMINOLE LLC,,huving an a dress set firth above, hercinallcr referred to as``Ocvd ee'. and 12CA CONS'1 RUCTION. hereinafter referred tows"Cnntrtcine' hereby agree that; for the constdcraii n ofS5?,390.00 (fifty I'vvo Thousand Three Iiundred.Ninety Dollars 00/100), Contracturwill supply all necessary tabor and materials to perform and complete th work;and/orsernvcs spccilicd in'the.aaached proposal (as modified herchy) (collectively, the "\5'or`") in a good workmanlike fashion and in accorda ce wilt Contractor hus made a site visit to review file existing conditions;aid sunic is reflected in the attached proposal. Contractor's proposal is attached.hcrcun and is made as part ofthis.Contract. SPECIFICATIONS / SCOPE Or IVORI : per proposal, dated 12/19/2017, June (1)]pagc(s) uuachcdl and made a pun of thisContract, as modal ed hereu) GENEUtAl, TERMS AND CONDITIONS: 1. Contractorshall file Ibr and obtuifi at its cost and expense all pennits and licenses required to cotiunen:e and complete file Wort: prior to conunencingthe Work. 3. It is the exclusive responsibility ofContraclor it) perfurniand complete all Work in accurtlauce with fcclerul, state und local law, 3. Prior to commencing the Work,'' Contractorugrccs°to provide a'listof all Subcontractors (including anysupplicrs of mulerials)to be utilized by Contractor. 4. Owner only tenninute this Contact upon thirty (30) days written notice (und upon live (5) days written notice in the event orate uncured breach by Contractor) to Contractor ( it being agreed that entails and faxes will constitute a writing for purposes o , fthKoniruct), 5, In'thu wsc,of any conflicts between tnisContract und Contractor's proposal(s), this Contract shall prevail acid control. I' LR\iS O , PAYiNIENT; Confaclor,a nd Ovvner agree to the t'uilowing ppy rront terns: Progress payments shall be made 30 days aflcr.upplicution therefor provided Contractor has: (i) completed that portion of the Work.being requisitioned, (ii) delivered to Owner all required insurance. (iii) delivered to Odtner a partial lien waiver for the Work being requisitioned,by such application I'or payment, (iv) delivered to Owner photographs evidencing contpletion of the York being requisitioned by such application f'orpayment und (v.) delivered to Owner any other influnnaliun rcquircd Hereunder. Such upplicution i;liall pruvidc for retainuge equal'to ten (10y4,) percent of cite "amount: being requisitioned. final i'ayrncnt, including rclai'bage, shall Ili: in`adc upon completion of all Work required by this C strict as well its` satisfaction of (i) through,(v) above as applicable and Contractor delivered to Owner: '(a) original Billy cotnplcleil and executed final (ica, waivers, in statutory lone reasonably acceptable to Owner, front Contractor and all Subcontractors (including suppliers of hntateriuls), (b) photographs evidencing wripletion ol'the Work and ( c) all closeout documentation reasonably requested by Owner including manuals, warrund" and lite like. Ail. federal, state, avid local taxes gLg included in above contract, price. INSURANCE: Contractor shall, during file term of this Contract, Lit its sole cost; and expense, carry -and keep; in full force and c)llect: (1) Commercial General, Liability Insurincc, ISO hornt CG0001 or its equivalent, covering bodily injury, property damage, personal acid advertising injury,, including without limitation indupen& il :co tractor's liability ceiveage, contactual liability coverage, prcntises/operations coverage, broad ibrni prorcrty . damage coverage, and products/ completed openations.coverage, with .:primary limits of liability not Icss,tban S2,000.000.00 cocfi,occumnce und,52 000.000 general and products/corttpleted operations aggregatc(s) on a per project basis, insuring'ugainstall injury;,loss, claims, demands, actions or damages to any person or property,.on a primary -and nun- contributory basis, (2) worker's compensationin accordance w1d) applicable law, and employers' liability insurance with limits of S1,000,000 each accident, each employee and policy limit, and (3) autumobile.liability insurance with limits of SI,000,00U combined single limit for uny anti all vehicles and equipment licensed Iur road use that arc used in perfuming the work or services rclutcd to this Contract. Contractor agrees, for itself and its Subcontractors und lheir respective insurers, to waive any right to subrogation. and coverage shall upply on a priniary and non-contributory basis, it being agreed that same shall be reflected by endorsement or other evidence accepiable, to O%v ner. All the above insurances shall provide that (a) it may not be cuaceU, surrendered ur ntodil ed, orrcfuse to renew, without at least 3U days written notice to Owner by Certified Mail und_(b) all losses shall be payable notvvidhstanding any act ol'negligence and/or misconduct by Owner, its affiliates and/or their agents and/or employees. Evidence must be provided by cerificate al' insurance satisfactory to Owwier cult! naming Owner, RD Mwiagement LLC, Owner's lender. und any other designees -of Owner. as Additional lnsurcd. parties with respect .to the insurance described in'(1) above in this paragraph for ongoing and completed operations coverages, and automobile liability coverage. In addition, Corivacror agrees for itself and its insurers, that the policies referenced herein do not contain any limitations or exctusions'r:lalcd in any way to tlte.Vork, including, without limitation, ally limitations or csclusions which would exclude covcruge relative to the eruployecs ofConlractor undror-uny Subcontractor. INDUNINi' mmISCELL. MOUS: Contractor hereby agrees to defend. save and indemnify Owner from any and athrijury, loss, claims, demands, actions or damages (including reasonable attorney's fees and disbursements) to any person or property arising from or relating to Cite Work, including, but not limited its;, wrungful acts,: negligence, or fault of Contractor or any subcontractor hired by Contractor (including any sub•subcontructor of any tier and any suppliers ol'mpteriuls, each, it ` Subcontacio '); or any of Contractor's or any Subcontractor's respective oflicsrs, agents, employees or contractors.. or anyone directly or indirectly employed by any of them, and all claims by third parties arising out of Contractor's performuucc hereunder, including any costs to enforce tllis in denmity. llds indemnity shall survive the completioin of the Work and/or the termination of this Contract. This Contract (i) sliall.be gnvcmctl by, aridd, construed in accurdanco with, the lanes or the Staic,% liercthe Work is to be performed, (ii) shull not be assigned by Contractor without Owner's prior written consent, (iii) represents the emir; and integrated ugrcenicatmuong the parties hereto with respect to cite subject matter covered hereby, (iv) iinuy not be cimnged orally, bill only by a writing signed by the party against Chinn enl'orccmcnt is sought. (v) shall not be strictly construed againstany party hereto, bit parties agreeing that they have participated holly and equally in (lie preparation of this agreement, Nil may be executed in two or rnorc counterparts, and (vii) may be executed by facsimile signatures (or by copies of physically signed documcats exchanged via email attachments in PDr or equivalent 1'onnay., IN WITNESS WHEREOF. the parties hereto haveexecutedand deliveredillk Contract as ofthis7eday of _ 2017.. RCA CONs, rl2llcrm. R: atria Iv l co' —re b 1'ftic; R 4- a;i Cot,! tsa.A Ig4VjvfS,ciirc RB SEfi• IiNOLIE LLC By: RD MAN AC) CN'C LLC, its agent By: ///I it 1" uc ,gaol Vi 41-11 S ftotiula of Yawas lnteitor Rtrfa!! RerrtodaC General Gorttractar. Retail Construction Advisers, I= (RCA) Bid prepared by Paul Scarpelo, 407-636-7048 Fl License CBC1260300, ProiecfName:: While Box Butldout @ Saminole Centre Project Address' 3607'S; Orlando Drive, Suite 100, Sanford, FL Parr iect $ize: Approuimstoly 1.;224 sq'. ff, Cen2irubtion OuraCion'. 4 weeks 1802ral Contractor Pricing 8reak own• General Conditions S8c750 Permit Fees 872 8 Demolition 51,500 5 Concretettronchirig (cuttiggrpakA back) 51,500 i Carpentry 75Q Doors, Frames and Hardware 600 N600Storafrogt-glossldoorsfmail gri11s NStorefrontawrningsr50E. Raoring 55o0 P, Frothing & D ",all 54.SOQ e Barricade sQ Paint 500 pi Exterior Pairtt- 5.350At Flooring-Carpot SO N Flooring -. VCT Flooring -- Other 30 6 Acoulakal-Ceiling Grid S1,150 Ft Acoustical' Ceiling Tiles 31 800 in Fire Protoctloa-sprinklars 30 , Fire SprinWer'Shul OFf Fear (Half Fee 50 Ni Plumbing 7200 Ni HVAC 51;990 Ni Electrical i 9.77,5 , It'lona only; no Impact foors rpot, cei.ingi Was umbing; Ind tonmlo apray;A Csbar four instals; blocking for grab'aars,:tati Ian woad dour wtpdva yl cksatlor bathropm nuw bnihcoem exhaust Ian, ductad through Ui zj well y for paint; now bathroom wags'& txillne wd sfilw ! ba! bnww E eCtnt i}I 4125 Per plan, tnGitidrig new sign'drouitArmt,ighting Package 650 induttos proyWing 4 now lights, and rc CATS Dato,Cabting 30 None iT RacklSholvo SO Not applicable Fife Alarin (if epp,) s0i Not applicabie tliscoilonoous I I52 390 Fito Extinguishers 240 Two'.new FA s Baihrooirl Accessoni3s 400 Asbestos Testing so Not. required Temp Utilities (Pov+erNVeteq 200 Cleaning. 356 Trash Dumpster S1 r200 Instun Fixturas Sol Overhead & Prom L$a,7Ei3 10% dvamaau pro! t Archltectural &(MEP Design Fees $0 A nsstly performed Permit Submittal $0 Atropdy pononnad TOTAL COST ' 5 ,3 I LA QQ Noted Qualification 1) A!I work performed per applicable building codes with one year workmanship warranty' 2) Plumbing" includes tie -Into aw.rarmater linesoutsideof the building, and palchlrepair of asphalt 3) Excludes waterisawermeter, backflow preventor, tap, slit -up or impact less q) Assurrios existing Door to remain as is; d' 1IMto`remove adhesive and provide smoothiconcrete Boor 5) Add ITIS to upgrade ceiling Ilia and mainta in'oxisting lnsuitition above ceiling (not necessary), Retail tionstruction Advisors, Inc. Livonsed General Contractor — Retail Development Spadal;sta rusted gratis s, 6 n F CITY OF SANFORD JUL 2 5 2017 BUILDING & FIRE PREVENTION PERMIT APPLICATION 01 JA9rF f3 t Application No: dLfDocumentedConstructionValrue: $ (0 4V4lid9e /00 Job Address: rl 4 0 Historic District: Yes No Parcel ID: Residential Commercial Type of Work: New Addition Alteration 9 Repair Demo Chan2e of Use Move El Description of Work: Plan Review Contact Person: Ica r(i (c Title: ?e-c51 clen+ Phone: 'VU7, 6 3 6' 70 Fax: Email: r), u• I @ fe+,- i t CCX)S+ c{ 1 onc«f-s 015 C04- Property Owner Information Name RIB Sem'ndl-e— L_L.G Street: 1 fl rx e w, AyG 10 A c7of Phone: 61& 00 Resident of property? : 1,30 City, State Zip: Nfeu-)'10,r P4a, Y Co,,6Pc.4--,- "vr'sci3 Contractor Information rtln C Name T &0 be cir+- Phone: Street: I _/ V C K (,;, v /t-c' City, State Zip: wit. &,- a.,j- PL ?, 9 Fax: State License No.: CAC 12 L D - O0 Architect/ Engineer Information Name: I C "1 (L.A C. a S Street: 324 Ea. s+ lci City, St, Zip: I)e C f G A 30080 Bonding Company: Address: Phone: ( 4 0 1 ') 578 - 7 g 3 I Fax: E- mail: t, -fyCc j 04Ye_{ )OCCLS o Cory) 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 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: 5th Edition (2014) Florida Building Coe Cr 35: 7s Revised: June 30, 2015 j -' `7 .l1"'r r s Permit Application h i 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 at the time of permit submittal. 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 permit 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. ignature of Owner/Aggnt Date Signature of Co ctor/Agent Date Print Owner/Agent's Name 2A Sign tore of Notary-S att,<OS Fd4rida ETTE E GUTIEF#1' MY COMMISSION # GG 076096 e c EXPIRES: February 22, 2021 lFOf F`oQ f30rlded Tiw Budget Notary Swoen S CL -D d (e LISA ANTONINI Notary Public - State of Florida My Comm. Expires May 21, 2018 Commission # FF 125242 Ownero en is Personallv Known to Me or Con a to ge t is Persona ly own to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building . Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps_ Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: A 111c,1LO)"UTILITIES: ENGINEERING: of Stories: Plumbing - # of Fixtures_ Fire Alarm Permit: Yes No WASTE WATER: BUILDING:-i Z COMMENTS:. I I= Revised: June 30, 2015 Permit Application COUNTY OF SEMINOLE IMPACT FEE STATEMENT 'T-s a, STATEMENT NUMBER: 1810.0000 DATE: January 12, 2018.-/{ BUILDING APPLI'CATI:ON #- 18-10000043 BUILDING PERMIT,NUMBER 18;-10000043 UNIT ADDRESS: ORLANDO DR S 3607 Ste 100 11--.20-30-5QU-0000-002.0 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK LOT: OWNER NAME: ADDRESS: APPLICANT NAME: RB SEMINOLE LLC ADDRESS: 810 SEVENTH AVE LOTH FLOOR NEW YORK NY 10019 LAND USE:i RETAIL TYPE USE: WORK DESCRIPTION': CITY-SANFORD SPECIAL NOTES: VANILLA SHELL FOR FUTURE BUILD OUT. 3607 S. ORLANDO'DR STE 100. FEE BENEFIT RATE UNIT CALC UNIT TOTAL 'DUE TYPE DIST SCHED RATE UNITS TYPE ROADS -ARTERIALS N/A ROADS -COLLECTORS N/A 0,0 00 FIRE RESCUE N/A LIBRARY N/A 00 SCHOOLS N/A, 00 PARKS N/A 00 LAW ENFORCE N/-A 00 DRAINAGE N/A 00 00 AMOUNT DUE.00 STATEMENT' RECEIVED BY: SIGNATURE: fff PLEASE PRINT NAME) DATE;, I • b c jS NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO 'NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRI,BUTION': 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 PERMIT. 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 6,0 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 4,07-.665-7356. CITY OF SANFORD BUILDING & FIRE PREVENTION TI oilEjp4232018 BI PERMIT APPLICATION Application No: Documented Construction Value: Job Address: 3 6 0 - S • 0 r / Jr, : $ t, 4 / D D Historic istrict--Yes No Parcel ID: Type of Work: New Addition Alteration Repair Description of Work: 'ro / vS iX. wffa l Plan Review Contact Person: Phone: Name Residential Commercial Demo Change of Use Move 0_0 4-ni1AC7 /n /iidinQ .1. , ,. , n,, Fax: Email: Property Owner Information Phone: Title: Street: Resident of property? City, State Zip: f Contractor Information Name iC' l 'ir S aZ 1 _ 2 ` -7-. 4 elA4 c f{G, may/ Phone: Street: S"1 ©r ;, Fax: City, State Zip: b State License No.: 6C / 3 D 0 W e i Name: ArchitectlEngineer Information Phone: Street: Fax: City, St, Zip: Bonding Company: Address: 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 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: Sill Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions. applicable tothis property that may be found in the public records of this county, and there may be additional permits required from other goveirinental 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 time of permit submittal. A copy of the executed contract is required in order to calculate a plan review chargeiand 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 permit 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 Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Print Contractor/Agent's Name Ar _ r Signature of Notary -State of Florida Date lure q a e o r o` r b':;, LISA ANTONINI c Notary Public - State of Floridaf N• : o. My Comm. Expires May 21. 2018 Commission # FF 125242 Owner/Agent is Personally Known to Me or Contractor/Agent is Personal y own to Me or Produced ID Type of ID Produced ID /_Type of ID - BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures P Fire Sprinkler Permit: Yes . No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: COMMENTS: ENGINEERING: WASTE WATER: BUILDING: MR Revised: June 30, 2015 L__ . Permit Application e Construction Subcontractor Contract Subcontractor: All City Electrical, LLC 4755 Hampton Drive Orlando, FL 32812 407-592-9734 EC 13007687 . Project: 3607 S. Orlando Drive, Suite 100 Sanford; FL 32773 located between HR Block and Subway) Building Contractor: Retail Construction Advisors, Inc. 1741 Palmer. Avenue Winter Park;;FL 32789 CBC1260300 Plans: Architectural Sheets Al and A2 (most recent plan date of 8.15.17) Structural Sheet Sl (dated 7.6.17) MEP Sheets MPO, MP1, EO and E1'(most recent plan date of 8.15.17) Subcontractor ("Subcontractor") is hereby contracted by Building Contractor("RCA") to perform the work described below ("Work Scope), underthe terms and conditions described below; for the specific project ("Project") referenced above. Subcontractor shall submit to RCA a copy of its license (if a license is required by law for Subcontractor's work) as well as the insurance documentation listed in this Contract. Subcontractor . acknowledges that it is able to allocate sufficient, skilled resources to perform its work within the timeline indicated herein. Subcontractor shall comply with all Federal, State and local laws, in so far as applicable to the performance of this Contract, and shall take all reasonable safety precautions with its work. Work Scope and Fees: The following Work Scope shall be performed by Subcontractor at the total agreed upon price of Nine Thousand One Hundred Twenty five Dollars ($9125). This price includes'any and all applicable sales tax. 'Subcontractor to furnish and .install the following: Includes electrical work scope described and depicted within the Plans referenced above Includes electrical permit (as sub permit to RCA's buildingpermit) Includes EM exit lights to meet code Includes ( 1) sign circuit with timeclock from new panel to front of store for futuresign connection by others 0 includes relocating the 14 existing 2' x 4' lights as per the Plans 9 e Includes an utility after-hours shut -down to change the tap -lugs in the wire trough that are maxed; currently there are 4-hole taps that will change to-6-hole so there will be one extra tap for future use (five 6-tap 3/0-500MCM taps total) All'work to comply with governmental code i Debris may be placed in GC's dumpster. 0 Subcontractor can perform work during normal business hours, but an. early morning... start is preferred for any work -that is noisy to reduce interference to the abutting tenants Timeline: , Subcontractor to order its materials immediately and perform the work as scheduled with RCA. Total projection duration from start to finish is expected to be three (3) weeks. Project Payment: e Subcontractor's invoices shall be emailed to Paul@retailconstructionadvisors.com. 90% payment upon completion of Work Scope; RCA agrees to pay Subcontractor prior to its receiving payment from the Owner C Remaining 10% upon receipt upon 1) the correction of any and all. punchlist items identified by RCA or the client relating to the Work Scope; 2) the passing of any and all governmental inspections relating to the Work Scope, and 3) the receipt of a final conditional signed/notarized lien waiver from Subcontractor o I Due to Project being of expected short duration, progress payments are not mentioned herein; however, should Project become delayed for any reason, reasonable progress payments for all completed work by Subcontractor shall be made during the Project Subcontractor Insurance& Indemnification: To the fullest extent permitted bylaw, Subcontractor shall indemnify and hold harmless the property owner, its agents, employees and contractors, and Building Contractor, its agents, employees and subcontractors from and against.any injuries, claims; damages, losses and, expenses, including -but not limited to attorney's fees, arising out of or resulting from performance of Subcontractor's work under this Contract. Subcontractor shall maintain the following insurance coverages, and send a certificate to Building Contractor evidencing such insurance and indicating Building Contractor as an additional insured on the policy. Coverages shall remain in effect until the completion of all work by Subcontractor. o General Liability Insurance — minimum $1,000,000 per occurrence; $2M aggregate Workmen's Compensation — $500,000 each accident, $500,000 Disease, Policy Limit, 500,000 Disease, Each Employee Owned, Hired and Non -Owned Business Vehicle liability insurance in an amount no less than 500,000 per accident Combined Single Limit for bodily injury and property damage Termination This Contract shall continue in full force and effect until completion of all work described within the Work Scope, including Subcontractor's receipt of full payment. Notwithstanding, RCA shall have the right to terminate this Contract for any reason, with or without cause, upon written notification Notification") to Subcontractor of the termination. A possible reason for a termination without cause could be due to a client termination of its contract with RCA. Notwithstanding, if RCA's termination of its contract with Subcontractor is due to one or more of the following occurrences, then the termination shall be considered to have occurred for Due Cause ("Due Cause"). Prior to RCA terminating for Due Cause, RCA must provide written notice t ' Subcontractor of the issue(s) and allow Subcontractor up to three,(3) days to respond in writing, including a written action'plan describing Subcontractor's steps to correct the issue. if'no written response by Subcontractor is received,by RCA within the 3-day period, or, if the issue has not been resolved to RCA's reasonable satisfaction within ten (10) days following RCA's original written notice, it shall be considered a Due Cause termination. Due. Cause termination events: Subcontractor is not allocating proper resources or time to complete the Work Scope in RCA's expected timeframe RCA is evidencing poor workmanship or that the Subcontractor is not performing the Work Scope accurately or with correct materials Safety violations by Subcontractor v Subcontractor is a cause of disruption on the job site that affects RCA's ability to complete the project on time and per project requirements Upon a notification of termination of this Contract, Subcontractor shall submit a final invoice for all work completed until the date of termination. Should RCA's termination be due to one or more of the Due Cause events listed above, RCA shall pay Subcontractor a fair estimate for all work completed by Subcontractor as of the day of termination, less any additional cost that RCA reasonably expects to incur in hiring another subcontractor to complete Subcontractor's Work Scope. If the termination is not due to Due Cause, then Subcontractor shall be paid for all work completed as of the termination date. Final payment shall be made to Subcontractor within 30 days of a termination. Correction of Work (Warranty): Subcontractor shall provide a 12-month warranty of its materials, equipment and labor, with Subcontractor promptly correcting (up onrnotice) all work failing to conform to the requirements of the Work Scope within the 12-month period following the completion of the Work Scope: This provision shall exclude any damage caused as a result of negligence or willful misconduct by the owner's employees, customers, representatives, etc. Further, this warranty provision shall cover only the specific work performed by Subcontractor, excluding any existing conditions that the Work Scope was subject,to. Subcontractor shall transfer its warranties, including its 12-month warranty and any applicable equipment or manufacturer's warranties, directly to RCA's client (Owner) once Subcontractor completes the Work Scope. Notices: All notices, demands, requests and documents required or permitted to be delivered herein shall be in writing and delivered by a nationally recognizable overnight courier services, such as Federal Express, or certified U.S. Mail, return receipt requested, postage prepaid, and shall be delivered when, received or refused by the intended party or by electronic means (such as email); if sending electronically, RCA's email address shall be Paul retailconstructionadvisors.com and Subcontractor's email address shall be Iqz r• --Z;rC'!N/ j / j{1f Jv4 • if sending to a physical address, the addresses within Ae first page of this Contract shall be used. Effect: This Contract shall be governed by and construed in accordance with the laws of the State of Florida, and shall be binding on and inure to the respective benefit of each of the personal representatives of RCA and Subcontractor and its successors and assigns. The persons signing this. Contract below warrant that they have the full, legal authority within their respective company to execute this Contract. Counterparts: This Contract may be executed in counterparts and sent to the other party by electronic means such as by email, each of which, when fully executed and received by the other party, shall be deemed an original, and all of which shall be but one agreement. This Contract is hereby accepted and entered into by both parties on the dates listed below: Paul Scarpello Retail Construction Advisors, Inc. Building Contractor Print Name: /I / Its: RAIX - All City Electrical, LLC Subcontractor Date i= 3 X8 Date