The URL can be used to link to this page

Home My WebLink About1771 WP Ball Blvd 18-3716*C rl �' o SANFORD FIRE DEPARTMENT Building & Fire Prevention Division PERMIT`APPLICATION Application No: ' o Documented Construction Value: $ 6)')C)3 3J ) �0 Job Address: 1771 WP Ball Blvd Historic District: Yes❑NoFv-1 Parcel ID: `3D - ) 9 - 3D - SD_ - 0000 — CD%O Residential❑ Commercial Type of Work: New❑✓ Addition❑ A ❑ IterationRepair❑ Demo[]Change of Use❑❑ Move Description of Work: signage .-If)�,4cd) woj 95h E {YGple S14h 1.Jc,1) C9/ -I .9S Sc a \ , (-'6d e ( LI.3s �4� Plan Review Contact Person: Nadine Phone: 5612395516 Fax: 8666156872 Title•auct I Email: impermitting@yahoo.com Property Owner Information � '��) ❑ Name V)elhacAtYt Rcc. L Phone: 35I -� OaD' Street: S2�'�G -Tot,Cltnj e Pc) S)'e y0 a Resident of property? : D' City, State Zip: E>3c-o. FL n 1$6 Name St Lucie Signs LLC Street: 1147 hernando St Apt A City, State Zip: Name: Street: City, St, Zip: _ Ft Pierce FI 34949 Bonding Company: Address: Contractor Information Phone: 561-239-5516 Fax: 866-615-6872 State License No.: esl 2001557 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 ayg;rgit 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, tank.and air conditioners, etc. a s / FBC 105.3 Shall be inscribed with the AlIg o�application and the code in effect as of that date: 6" Edition (2017) Florida Building Code Q r Revised. January 1, 2018 Permit Application s V 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. CON Owner/Agent is Personally Known to Me or Produced ID %—Type of ID T�C 01, $-Ja� /i abj '%a?/� onlracmr gent Dale actor/Agent's Name 9)a;I li 8 Date v'• NADINE MARIA AUSTERFIELD Notary Public - State ofPorto :•' Commission GG 143590 MyComm. Expires Nov 7,3021 °°•`. •^'' Bended th;uqF haucralhetaryAw. 111111 for gen is ersona n to d ID Z 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 Min. Occupancy Load: Flood Zone: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes ❑ No ❑ # of�eeads SO C �}. APPROVALS: ZONING: -I UTILITIES: ENGINEERING: COMMENTS: FIRE: Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: 1-7.- /t Jjf Based on 65 linear feet of building length, ok to install one 95.88 square foot "Five Below" wall signage and 4.38 square foot "Five Below" under canopy sign as shown on plan for a total of 110.26 square feet of attached signage. Attached signage meets the Comprehensive Sign Plan regulations for the "The Marketplace at Seminole Towner Center". Any additional signage on canopy, wall or window shall require approval by City of Sanford Planning Department. Revised. January 1, 2018 Permit Application vj i ' � i� IM l ., �: ! - ,. o; � �% I �. � �� a ,. �yu�✓�•c: 'Si.:fa. l�.='�L� � J�. h�::«lJ1i. K??n,�� 'til j .'l 'i' r . f A� `� � � �� % _ � 3t i• . .j^'� "��g� II CITY OF S CITY 01 Building & Fire Prevention Division PERMIT APPLICATION .9 FIRE DEPARTMENT Application No: Documented Construction Value: $ )S 0 Job Address: 1771 WP Ball Blvd Historic District: Yes❑NoFv—(] Parcel ID: 3a - F9- 30- 5O-9 - 0000— Qd9 > Residential❑ Commercial Type of Work: New❑✓ Addition❑ Alteration❑ Repair❑ Demo❑ Change of Use❑ Move❑ Description of Work: signage - u Plan Review Contact Person: Nadine Title: agent Phone: 5612395516 Fax: 8666156872 Email:impermitting@yahoo.com Property Owner Information Name �J e I n� RPrA {ti Phone: 9Sy - 3S 1 - X00 a Street: 1-.3% Town L2C�eIr Rd Sie 'i 03 Resident of property?: Olfhl�,- City, State Zip: goCO. Rrj ,fin FL 334 8 C Name St Lucie Signs LLC Street: 1147 hernando St Apt A City, State Zip: Ft Pierce FI 34949 Name Street: City, St, Zip: Bonding Company: Address: Contractor Information Phone: 561-239-5516 Fax: 866-615-6872 State License No.: esl2001557 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 in this jurisdiction. 1 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: 6" Edition (2017) Florida Building Code Revised: January 1, 2018 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 jnanagement 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. -- J,),- j-Ty)r 'm 7/i3li8 Al" Signature of Owner/Agent Date Ugnature of Contractor/Agent Date T12,( 12,(oA 1Gr�s Nole n A ;lox�� Print Owner/Agent's Name w R print Contractor/Agent's Name N'Y Signature of Notary -State of Florida Date Signature ofNotary-Smte of Florida Date i r- iIIEEf 0 ou os�•''.. �z Owner/Agent is Personally Known to Me o g Contractor/Agent is Personally Known to Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required Construction Type: Building ❑ Electrical ❑ Mechanical ❑ Plumbing❑ Gas[] Roof ❑ Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps. Fire Sprinkler Permit: Yes ❑ No ❑ APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: # of Stories: Plumbing - # of Fixtures # of Heads Fire Alarm Permit: Yes ❑ No ❑ UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: January 1, 2018 Permit Application it Letter Of Authorization St. Lucie SignsON To Whom It May Concern: T J i rn H a I) Am nn anthnri7eri renresentativr fnr Five Below located at: 1771 WP Ball Blvd Sanford, FL 32771 do hereby give authorization to St. Lucie Signs LLC, Scott A. Hunt to complete and sign all permit applications on our behalf. I fully understand the current Construction Lien Law and authorize said contractors or authorized agents to sign and notarize permit application(s) as Owner/Agent. All work done by said contractors will meet or exceed Code requirements, and meet NEC Standards. Parcel Control Number: By: Owner Representative Signature Print Name Here: ✓ ! / ti �/ -Fi V2 MOW Owner Representative Address: IM rnQ►'y6+ S4 1 <<ade tDnIa Phone: Z15' ` 5 l lV NOTARY: n Acknowledged before me this day off 11�tU �U 12018n Notary Publicl,/State of I l*ni6tw C.,rmmmaft of PennS9lvanle Notarial Seal HEATHER MOORS - Nalary Puhblicc WEST NORRITON TWP, MOTNGOMEIN CWNIY My Commission Expires Sep 8.2021 WEINGARTEN REALTY June 14, 2018 City of Sanford 300 N. Park Ave Sanford, FL 32771 Re: Five Below — Marketplace at Seminole Town Center 1771 Wp Ball Blvd Sanford, FL 32771 To whom it may concern, 5355 Town Center Road, Suite 802 Boca Raton, FL 33486-1069 (954)351-7002— Phone (954) 351-7010 — Fax www.weingarten.com Please accept this letter to allow Apex Sign Group and/or their subcontractor, St. Lucie Signs, to pull permits for the above listed location. If you have any questions please feel free to give me a call. Sincerely, WRI SEMINOLE MAETPCE, LLC, a Delaware lin*edfiabilb, pane Manager State of 4 - County of P6A �t�ol The foregoing instrument was acknowledged before me on this f/ day of� ( .2011 by who is personally known to me or who produced as identification. Signature of Notary _kb KARENL.CARLSON t MY COMMISSION f FF 194735 EXPIRES: February 1, 2019 BMWThru Budget NotarySenIM 'Goll Citadel Plaza Drive WEINGARTEN REALTY """698 86.' , iv°oR `00 6RR RR6i 111-866 6040 1, ax www.weingarten.com March 1, 2018 To: County and City Building Departments: (including) Cities of: Boca Raton, Clearwater, Clermont, Cooper City, Deerfield Beach, Hollywood, Jacksonville, Kendall, Largo, Miami, Oakland Park, Orlando, Palm Coast, Palm Harbor, Pembroke Pines, Plantation, Sanford, Sea Ranch Lakes, Stuart, St. Augustine, Tampa, Wellington, Winter Park; and Counties of Palm Beach, Pinellas, Lake, Broward, Duval, Miami -Dade, Orange, Seminole, Flagler, Martin, St. Johns, Hillsborough RE: Approval from owner for signature acceptance Dear City Official: Please be advised that the following Weingarten personnel are authorized to sign the types of documentation listed below on behalf of the owners listed on Page 2. Weinearten Personnel: Mark Schultz - Associate Director of Property Management Chris Oftedal - Senior Regional Property Manager Ryan Tufts - Regional Property Manager John Haggerty - Regional Property Manager Karl Brinkman - Area Vice President/Leasing Alexander Evans - Regional Leasing Director Joel F Kaplan - Construction Manager Martin Espejo - Construction Manager Gina Fongyee - Property Manager Documentation: Permit Applications Sign Approval Letters Notice of Commencement Documents required by City Department and Code Enforcement Department (violations) Documents regarding utility and or refuse service Waste Water Applications Development Orders Development Agreements Page 2 Owners: Weingarten Realty Investors Weingarten Nostat Inc. WRI JT Tamiami Trail, LP WRI JT Pembroke Commons, LP WRI JT Flamingo Pines LP WRI Seminole 11, LLC WRI-TC East Lake Woodland LLC WRI-TC Marketplace at Dr. Phillips LLC Weingarten I-4 Clermont Landing LLC Weingarten I-4 Clermont Landing TRS, LLC WRI Shoppes of South Semoran LLC Weingartentinvestments Inc. Weingarten 14 St. Augustine EV LLC WRI JT Northridge, LP WRI JT Hollywood Hills 1, LP WRI JT Hollywood Hills 11, LP WRI Seminole Marketplace, LLC Pineapple Commons Retail LP WS Atlantic West, LLC WS Kernan Village, LLC WRI Wellington Green, LLC Sincerely, Weingarten Realty Investors, a Texas real estate investment trust By: Mark I . Stout Senior Vice President/General Counsel Page 3 STATE OF TEXAS COUNTY OF HARRIS The foregoing instrument was acknowledged before me this Zn day of JkJACLJA_. 2018, by Mark D. Stout, Senior Vice President/General Counsel of Weingarten Realty Investors, a Texas real estate investment trust, on behalf of the trust. He is personally known to me. IN :�'�j. - Notary Public, State of Texas t. ° Comm. Expires O5r1 5-2021 Notary ID 406969-3 . m 1111 ITno.,.v...w.ap— — Client: Apex Sign Group Overall Height: 25'-0" Max. Sean M. McFarland, P.E.I Sign Five Below Wind Speed 140 mph McFarland Engineering Project Description 1771 WP Ball Blvd Table of Contents ME Job: 41147 A Content: Page Design Loads ................... 1 ULTIMATE LOADS Connection Design...............1-2 Overall Size: T-9" x 26-6" Design Drawing ................. (Numbered Mounting Height: 25'-0" Max. Separately) Mounting Style: Flush Mounted Channel Letters, Various Attachment Methods Structural Variables and Code Loading Specifications Sign Type: Channel Letters /Wall Signs Code: 2017 FBC 6th Ed Existing Wall Material: Various Wind Speed: 140 Sign Weight Per Foot: S � V1 Wind Exposure: C Wind Loads Per ASCE 7-1 G Connection Design Using ASCE 7-10 (Simplified Procedure) Topography: Homogeneous 1 = 1.15 (Table 6-1) Exposure: C lambda = 1 35 (Figure 6-3, Exp. C, height=25 ft) Enclosure: Enclosed Structure: Components and Cladding Zone = 5 (End -Wall - Worst Case) Building: Category III Effective Wind Area = 10 Sq. Ft. Net Wind Pressure = Total Load Pnet = (lambda)*I*Pnet Pnet (25) = -58.53 PSF Sign Loads Area Pressure (Suction) Large Letters 6.8 FTA2 -58.5 PSF "I" and "0" 3.0 FTA2 -58.5 PSF Tension Connection Design Connections Total Large Letters 5 6 6 5 4 "I" and "0" 3 4 4 3 3 Tension / Connection -79 LBF -66 LBF -66 LBF -79 LBF -99 LBF -59 LBF -44 LBF -44 LBF -59 LBF -59 LBF 3/8" Dia. HY-20 3/8" Dia. Kwik Bolts 250 LBF 250 LBF -37 7 (Figure 6-3) 11111111 %%%% CFAR/��-�i��i `��Q�; \GENS .;'Y�Oi�'i Tension SZOC No 649 Force FgTcp -395 LBF 34 LBF F : W -178 LBF i§BF STAT :_ Fk 111111111100 � ON P; 1/4" Dia. 3/8" Dia. 3/8" Dia. 3/8" Dia. Tapcons Toggles Lags (2x) Thru Bolts 95 LBF 85 LBF 245 LBF 350 LBF 95 LBF 85 LBF 245 LBF 350 LBF OFFICE PERMIT #- /J_ 2L(e DEC 17 2016 --- - -- - - ._.._.._ _. _......_ ..._. - - - - -- ..._..._........._.........._ _..__.._......_ ----. . ..............--- Date: 5123/18 City, State: Sanford, FL SHEET: 2 OF 2 Client: Apex Sign Group Overall Height: 25'-0" Max. Sean M. McFarland, P.E. Sign: Five Below Wind Speed 140 mph McFarland En ineerin 1771 WP Ball Blvd ME Job: 41147 A Shear Total Shear Large Letters 5 Connection Design 3.9% 31.8% OK 6 Tapcons -69.3% 11.3% 70.2% Connections Shear / 318" Dia. HY-20 114" Dia. 318" Dia. 3/8" Dia. 3/8" Dia. Lags (2x) -32.3% Total Connection 318" Dia. Kwik Bolts Tapcons Toggles Lags (2x) Thru Bolts Large Letters 5 7 LBF 175 LBF 23.9% OK 4 Tapcons 46.8% 7.6% 6 6 LBF 4 50 LBF 9.5% 53.1% OK 3 6 6 LBF 24.5% OK 40 LBF Thru Bolts -16.9% 1.7% 17.0% 5 7 LBF 140 LBF 4 8 LBF 300 LBF "I" and "0" 3 5 LBF 175 LBF 4 4 LBF 50 LBF 4 4 LBF 40 LBF 3 5 LBF 140 LBF 3 5 LBF 300 LBF Combined Connector (% of Capacity) Tension Shear Total Capacity Large Letters 5 Kwik/HY-20 -31.6% 3.9% 31.8% OK 6 Tapcons -69.3% 11.3% 70.2% OK 6 Toggles -77.5% 14.1% 78.7% OK 5 Lags (2x) -32.3% 4.8% 32.6% OK 4 Thru Bolts -28.2% 2.8% 28.4% OK "I" and "O" 3 Kwik/HY-20 -23.7% 2.9% 23.9% OK 4 Tapcons 46.8% 7.6% 47.4% OK 4 Toggles -52.3% 9.5% 53.1% OK 3 Lags (2x) -24.2% 3.6% 24.5% OK 3 Thru Bolts -16.9% 1.7% 17.0% OK Embed Tapcons - 1 1/4" Min. into Solid Wall Kwik Bolts or HY-20 HAS Rods - 1 1/2" Min. Embed. into Solid Wall (or Hollow Cr:I?U w/ Screens) Toggle Bolts - Don't Overtighten Lags into 2X - Full Tip Penetration Thru Bolts Require Continuous 2X or Angle Backers Connection Specifications Attach Channel Letters to Wall with Evenly Spaced Connectors. See Drawings for Complete Fabrication Specifications. Don't Overtighten Connectors. Use Oversized Washer Backers for Thru Wall Connectors. Date: 5/23/18 City, State: Sanford, FL SHEET: 1 OF 2 Client: Apex Sign Group Overall Height: 15'-0" Max. Sean M. McFarland, P.E. Sign- Five Below Wind Speed 140 mph McFarland Engineering Project Description 1771 WP Ball Blvd Table of Contents Homogeneous I = -ME Job: 41147 B Exposure: Content: Page Enclosure: VERTICAL TUBES IN (2) PLACES Design Loads ................... 1 Components and Cladding Zone = MATCHPLATE DESIGN Connection Design...............1-2 Category III Effective Wind Overall Size: 15" x 42" ULTIMATE LOADS Installation Details ............... (Numbered Mounting Height 15'-0" Max. Separately) Mounting Style: Cantileevered Wall Sign Structural Variables and Code Loadin Sign Type: Existing Wall Material: Sign Weight Per Foot: Connection Design Cantileevered Wall Sign Other 15 • Code: Wind Speed: • Wind Exposure: Wind Loads Per ASCE 7-10 2017 FBC 6th Ed 1AA C Using ASCE 7-10 (Simplified Procedure) Topography: Homogeneous I = 1.15 (Table 6-1) Exposure: C lambda = 1.21 (Figure 6-3, Exp. C, height = 15 ft) Enclosure: Enclosed Structure: Components and Cladding Zone = 5 (End -Wall -Worst Case) Building: Category III Effective Wind Sq. Ft.`� le Net Wind Pressure = -37.07 (Figure 6- Total Load Pnet = (lambda)*I*Pnet Pnet (15) _ -52.46 PSF CO;' N 61p4 Sign Loads Area Pressure (Suction) Force' * ; OF :•tt Total Projected Area 4.38 FTA2 -52.46 PSF -230 LBF 9 ST E P : \L Vertical Supports (2) �'0 A%� • �C O R ��'��` Moment Arm - 1.0 FT 'Ile lit Total Moment - 267 LB FT (WL)fill Sxx Req'd - 0.16 inA3 (Each Support (60% of Total Load Approx) Sxx Provided -0.24 inA3 (OK) (USE: (2) TA 1 1/2x1 1/2x1/8" Alum Square Tubes, 21 KSI) Sleeve TA1 1/2x1 1/2x1/8" into Stubs of TA2x2x1/4" with (2) Thru Bolt Set Bolts (3/8" Dia. ) Each. DEC 17 2019 Date: 5123118 City, State: Sanford, FL SHEET: 2 OF 2 Client: Apex Sign Group Overall Height: 15'-0" Max. Sean M. McFarland, P.E. Si n: Five Below Wind Speed 140 mph McFarland En ineerin 1771 WP Ball Blvd ME Job: 41147 B -Baseplate Design - T6061 Alum. Fy= 18ksi D = 2.00 IN e= 1.00 IN b = 2.00 IN # of Bolts = 4 Dia. Bolt 0.375 d = 2.00 IN Column Mom= 156 #-FT plate t = 0.38 IN P Bolt = M * 12 (in/ft) 277 # < 375 # 2 bolts (D + e + t) t req'd = [(6*P*e*2 bolts)/(.75 * Fy (D+2 *t))] ^112 .299 IN < 0.38 IN Weld = M * 12 (in/ft) 1.07 16th's < 2.00 16th's Fw (b*d + D^2/3) _ USE: (4) 3/8" Dia. Thru Bolts with Angle Backers or Unistrut Backers. Weld to 3/8" Plate with Single Sided 118" Fillet ME #: 41147 SIGN A 46• Five Below SIGN B Five Below Individual Channel Letters D/F Under canopy sign Internally Illuminated LED NoMiluminated PON M. 99.38 4.38 EE 32'-0• EQ 26'-6- , EQ 1 , Front (North) Elevation Sign B Scale: 3/32"= 1'-0• /� McFarland M/1 ASCE 7.10,140 mph Wind, Exposure C This design Complies with the High Velocity Hurricane Zone Code and with the 2017 FBC 6th ed. Ph: (281) 813-7439 454 N tit{ I nbrunk Dr ABv n<.. NC 27006 Email: sean@signstmdures.com Web: www.signstructures.com Structural Sign Design Engineering Services Storefront Work: E;nslmg bump up m ontam ac is. LL to muddy c,rrnc, as shown Existing glazing to remain as is. LL to refers to Iike-new" condition LL to locale storefront doors per Tonant'a final plans LL to Install walkway lighting, 6'-0' min O.C.. with addlfiori door light LL to install decorative scones per Five Below plans LL to install HILTI eyeboRs in facade for temporary banners, see A40 for Iec LL to resen awnings to match Sunlerella Royal Blue 4'-0- pout. Existing curb cut LL to provide unobsbucad permanent access to sign mount area' oleclnr. connect area LL To,,,v,de slare.al to center of all ri o o mie sign mountable amus. Tenant Signs: -Primary Sign: 45" internally Illuminated channal loiters -Temp Post and Panel: Construction sun placed near entrance -Walkway sign: 1 S x 42' UC Sign -Pylon Panel: Two panels on monuments as depicted above. Tenant approved finishes: -Facade bump up: 3- Dryvil 456 Oyster Shell -Fares a EIFS: 4. Oryvit FI8E0110Chi -Frame EIFS: 4- wideDryv Dryvit 310 China White q -Cornice EIFS: Existing to remain -Accent EIFS 2- Dryvit 113 Amarillo White %..%% --0 �tMcFqfir., .,"I P? -*G E N SFq1'� No 61049 * ••* ,9. STATE OF • 2U . ,O• 2c P,'2� ss ON A; � �% DEC 17 2W lf2da[b¢-karilaWralla me xaa miniel M Sun BlLfa6MK, u W y 23, 3118 Date: 5-23-2018 Sheet #: 1 OF 5 NC Finn Registration: F-1136 Flodda License Number. 61049 Fbdda Uceme Expires: Feb. 28, 2019 ASCE 7.10,140 mph Wind, Exposure C This design Complies with the High Velocity Hurricane Zone Code and with the 2017 FBC 6th ed. FIVE BELOW Address: 1771WPBALLBLVO Initial Drawing: (41147)AB ENGINEERING OF ATTACHMENT TO WALL ONLY. NO CABINET ENGINEERING OR EVALUATION OFAS BUILT WALL CONDITIONS PROVIDED OR IMPLIED. CitylStale: SANFORD, FL Client APEX SIGN GROUP %..%% --0 �tMcFqfir., .,"I P? -*G E N SFq1'� No 61049 * ••* ,9. STATE OF • 2U . ,O• 2c P,'2� ss ON A; � �% DEC 17 2W lf2da[b¢-karilaWralla me xaa miniel M Sun BlLfa6MK, u W y 23, 3118 Date: 5-23-2018 Sheet #: 1 OF 5 NC Finn Registration: F-1136 Flodda License Number. 61049 Fbdda Uceme Expires: Feb. 28, 2019 ME #: 41147 Front Perspective Elevation Scale: NTS" = 1'-0" McFazland -- - `- ASCE 7-10,140 mph Wind, Exposure C This design Complies with the High Velocity Hurricane Zone Code and with the 2017 FBC 6th ed. Ph: (281) 813-7439 g6AN.. i , N 270 Oc Adwnn, NC 1]nlb Email: sean@signstmclures.com Web: wwwsignstmctures.com Str duml sign Design 8 Engineering Sendces ENGINEERING OF ATTACHMENT TO WALL ONLY. NO CABINET ENGINEERING OR EVALUATION OFAS BUILT WALL CONDITIONS PROVIDED OR IMPLIED. M11McFq111 i,��,i o � i� No 61049 ` N :* STATE OF DEC 17 2010 � IDetl b,SmoitW .44 WSEoomel.0 Z.an�spsmnuttmrsm W423, mia Dale: 5-23-2018 Sheet #: 2 OF 5 NC Fun Registration: F-1136 Floods License Number. 61019 Florida license Eegies: Feb 28 2019 ASCE 7-10,140 mph Wind, Exposure C This design Complies with the High Velocity Hurricane Zone Code and with the 2017 FBC 6th ed. FIVE BELOW Address: 1771 WP BALL BLVD Initial Drawing: (41147)AB ENGINEERING OF ATTACHMENT TO WALL ONLY. NO CABINET ENGINEERING OR EVALUATION OFAS BUILT WALL CONDITIONS PROVIDED OR IMPLIED. CiNlState: SANFORD,FL Client APEX SIGN GROUP M11McFq111 i,��,i o � i� No 61049 ` N :* STATE OF DEC 17 2010 � IDetl b,SmoitW .44 WSEoomel.0 Z.an�spsmnuttmrsm W423, mia Dale: 5-23-2018 Sheet #: 2 OF 5 NC Fun Registration: F-1136 Floods License Number. 61019 Florida license Eegies: Feb 28 2019 ME #: 41147 SIGN A 45• Five Belew Individual Channel Levers Internally Illuminaled LED 99.38 Electrical Detail - White LED's (3) 60 W Power Supplies Total amps: 3.60 UL tette (1) 120v/ 20 amp circuit required General Notes: This sign is to be installed in accordance with the requirements of Article 600 of the National Electrical Code. 1) Grounded and bonded per 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 leaving manufacturer' /� McFazland Ph: (281) 813-7439 4"N llld,hnl r D.. Advo., NC 270(b Email: sean@signstructures.com Web: www.signstructures.com Slructual Sign Design Engineering Services Sign Layout Detail Scale: 1/4" = V-0" Specifications: Channel Letters i. Existing Facade: To be determined - 2..040 Aluminum letter returns painted to match silver 3..125" x i" trim cap (silver) bonded to face, R8 pan head screws to returns 4. 0.063' aluminum backs fastened to returns. Seal w/ VOC compliant 360 while latex caulk to prevent moisture penetration. (interior of sign can painted white for maximum Illumination) 5. White LEDs 6. 3/16' White Acrylic faces 7. Disconnect switch UL Outdoor rated toggle type w/ neoprene boot per NEC 600-6 8. Primary electrical feed in UL conduit/ customer supplied UL junction box 9. Power Supplies within UL enclosure (removable lid), 1/4" x 1" min screws 10. Mounting Hardware to suit FIVE BELOW Address. 1771 WP BALL BLVD City/State: SANFORD, FL Client APEX SIGN GROUP ENGINEERING OF ATTACHMENT TO WALL ONLY. NO CABINET ENGINEERING OR EVALUATION OF AS BUILTWALLCONDmONS PROVIDED OR IMPLIED. m immi cane I<I Me, ,m,a Section @ LED Channel Letter Front -Lit (Remote) Scale: N.T.S. . MCF ASCE 7-10,140 mph Wind, Exposure C ,`�Ja ........ !i� 6111% P. O ry This design Complies with the High Velocity ENS'* S �.` �\ Fes'•. L Hurricane Zone Code and with the 2017 FBC 6th ed. h; No 61049 e Initial Drawing: (41147)AB ATE OF i opt NA„�?��`� DEC 17 2018 �Raebbootseaa4parm9anmismwmmtuas �—aMai®1 Eyeeang.WFa1aN,PEmlkyfl, x118 Date: 5-23-2018 Sheet #: 301=5 NC Film Registration: F-1136 Florida License Number. 61619 Flol'da License Expires: Feb. 26, 2019 Connection Specifications Attach Channel Letters to Wall with Evenly Spaced Connectors. See Drawings for Complete Fabrication Specifications. Don't Overlighten Connectors. Use Oversized Washer Backers for Thru Wall Connectors. CONNECTION LARGE LETTERS T' AND "0" 0 Embed Tepwns -1 114' Min. into Solid Wall 318" KvAk Bolls or HY-20 HAS Rods -1 11Y Min. Embed. U BOLTS into Solid Wall (or Hollow CMU w/ Screens) 4 Toggle Bolts- Don't Ovedlghten Web: www.signstructures.com Lags into 2X - Full Tp Penetration 3 Thru Bolts Require Continuous 2X or Angle Backers EXTERIOR MASONRY ASCE 7-10,140 mph Wind, Exposure C This design Complies with the High Velocity Hurricane Zone Code and with the 2017 FBC 6th ed. EXTERIOR MASONRY Ph: (281) 813-7439 EXTERIOR MASONRY WALL 464 N. I Iidd—h—k etc Adr., . NC 27006 Web: www.signstructures.com WALL Engineering Se vw WALL LETTER BACK >' _ -: LETTER BACK LETTER BACK TAPCON -•' y._' HILTI HY 20 EPDXY EXPANSION ANCHOR WI HIT -A RODS. ANCHOR BOLT (KWIK BOLT) TYPICAL ANCHOR BOLT CONNECTION TYPICAL CHEMICAL ANCHOR CONNECTION TYPICAL EXPANSION BOLT CONNECTION EXTERIOR WALL WALL EXTERIOR WALL WALL EXTERIOR WALL WALL STRUCTURE STRUCTURE STRUCTURE 2X BLOCKING 1 LETTER BACK LETTER BACK t LETTER BACK BLOCKING G TOGGLE BOLT LAG BOLT THRU BOLT TYPICAL TOGGLE BOLT CONNECTION TYPICAL LAG BOLT CONNECTION TYPICAL THRU BOLT CONNECTION 3'=1'-W 3"=1'-0" 3"=1'-0" /� McPalanc ASCE 7-10,140 mph Wind, Exposure C This design Complies with the High Velocity Hurricane Zone Code and with the 2017 FBC 6th ed. FIVE BELOW Adaress: 1771WPBALLBLVO Ph: (281) 813-7439 Initial Drawing: (41147)AB Email: sean@signstnlctures.com 464 N. I Iidd—h—k etc Adr., . NC 27006 Web: www.signstructures.com Structural Sign Design Engineering Se vw Client APEX SIGN GROUP DEQ � i 2018 Ter*ba it W.W. .11421201 zawatlMSewk Ydalyd,ff mYaYNNIB Date: 5-23-2018 Sheet #: 4 OF 5 NC Firm Regishalian: F•1136 Florida Iicense Number 61049 Florida License Exp'ves: Feb. 28, 2019 ASCE 7-10,140 mph Wind, Exposure C This design Complies with the High Velocity Hurricane Zone Code and with the 2017 FBC 6th ed. FIVE BELOW Adaress: 1771WPBALLBLVO Initial Drawing: (41147)AB ENGINEERING OF ATTACHMENT TO WALL ON LY. NO CABINET ENGINEERING OR EVALUATION OF AS BUILT WALL CONDITIONS PROVIDED OR IMPLIED. CitylState: SANFORD,FL Client APEX SIGN GROUP DEQ � i 2018 Ter*ba it W.W. .11421201 zawatlMSewk Ydalyd,ff mYaYNNIB Date: 5-23-2018 Sheet #: 4 OF 5 NC Firm Regishalian: F•1136 Florida Iicense Number 61049 Florida License Exp'ves: Feb. 28, 2019 ME #: 41147 SIGN B Five Below D/F Under canopy sign Non -Illuminated 4.38 L 42' 24' D/F Under Canopy Sign Scale: 1'= V-0' Specifications: 1. Facade; To be determined 2. 1" aluminum cabinet painted white with first surface applied vinyl Arlon Blue #2500-67 3. Aluminum plate w1 welded TA2x2x114" Stubs. Sleeve TA1-1/2x1-1/20/8" Into Stubs w/ (2) Thru Bolt Set Bolts (3/8" Dia.) Each. 4. Mounting hardware to suit �,-acFadapd ASCE 7-10,140 mph Wind, Exposure C This design Complies with the High Velocity Hurricane Zone Code and with the 2017 FBC 6th ed. .;". Ph: (281) 813-7439 Initial Drawing: (41147)AB Email: sean@signstmclures.com 4M N.Ihdd-br o D.. Adnnm. NC 270D6 Web: www.signsbuctures.com Structural Sign Design Engineering Services Client APEX SIGN GROUP Side View Scale: 1' = V-0" THRU BOLT STEELANGLE BLOCKING EXTERIOR WALL BUILDING STRUCTURE ALUM. PLATE 4 TYPICAL THRU BOLT CONNECTION 3'=1'-O' 6" 112' Dia. Hole A',, for 3/8' Dia. Bolt 118' ,t < 318'Thick Num Plate O PLATE DETAIL 110-1 - T606fAbmPlenle AcFAIi,',��i `JPS .... E N S F'tiO�''. 61049 , ND _ �.••. STA OF : LIJ� C� \ DEC 17 2018 r 1�0, a g N3atlaM.PEm Nay13.N18 Date. 523-2018 Sheet #: 5 OF 5 NC Finn Regalmgon: F-1136 Florida License Number: 61619 Florida License Expires: Feb. 2Q 2019 ASCE 7-10,140 mph Wind, Exposure C This design Complies with the High Velocity Hurricane Zone Code and with the 2017 FBC 6th ed. FIVE BELOW Address: 1771WPBALLBLVD Initial Drawing: (41147)AB ENGINEERING OF ATTACHMENT TO WALL ONLY. NO CABINET ENGINEERING OR EVALUATION OF AS BUILTWALLCONDITIONS PROVIDED OR IMPLIED, City/State: SANFORD, FL Client APEX SIGN GROUP 6" 112' Dia. Hole A',, for 3/8' Dia. Bolt 118' ,t < 318'Thick Num Plate O PLATE DETAIL 110-1 - T606fAbmPlenle AcFAIi,',��i `JPS .... E N S F'tiO�''. 61049 , ND _ �.••. STA OF : LIJ� C� \ DEC 17 2018 r 1�0, a g N3atlaM.PEm Nay13.N18 Date. 523-2018 Sheet #: 5 OF 5 NC Finn Regalmgon: F-1136 Florida License Number: 61619 Florida License Expires: Feb. 2Q 2019 V , , 1 INSPECTION SEQUENCE BP# I8-3716 ADDRESS: 1771 WP Ball Blvd. 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 Dp7all / 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 Inspection Description Electric Underground Footer / Slab Steel Bond Electric Ceiling Rough Electric Wall Rough Electric Rough Pre Power Final Temporary Pole 1000 Electric Final PLUMBING PERMIT Min Max Inspection Description Rough Plumb Plumbing Underground Plumbing 2nd Rough Plumbing Tubset P umbing Sewer Plumbing Grease Trap Rough Plumbing Steam / Chill Water Rough Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 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 - - -1. �TTVVI"W