The URL can be used to link to this page

Home My WebLink About2702 French Ave #99-2778 - NEW BUILDINGlUZ SUBDIVISION: 49ZONEDATE p CONTRACTOR GJ( l a (/YY1P.t.-L-- PERMIT M qc LOT NO. aooRess roe A.&..4, ) AAt fG. 6t SECTION: PHONE It J COST S oc vQ SQUARE FEET: LOCATION FEE $ MODEL: STATE NO. CO(DDiDJ OCCUPANCY CLASS: .(- 1. ADDRESS PHONE li - -- INSPECTIONS PLUMBING CONTRACTOR c3'!57c7 FEE $.3s TYPE DATE OK REJECT BY ADDRESS PHONE # ELECTRICAL CONTRACTOR FEE $ ADDRESS PHONE # 12MECHANICALCONTRACTOR _. -"-s" FEE $s- ADDRESS PHONE ±I MISCELLANEOUS CONTRACTOR FEES ENERGY SECT. EPI: ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS (_) f FINISHED FLOOR ELEVATION REQUIREMENTS (_) CERTIFICATE OF OCCUPANCY I ARCHI7E DATE. APPROVAL DATISSUED N DATE: Ia FINAL DATE - I%/ ? OWNER: rv-&Lo ADDRESS: 2 "? o Q- DATE: / (h 2 / 0ERIIFICATEAlEAlGGUPANfzY ADDEN -UM CPC-./tLi REASON FOR DISAPPROVAL: 1-7 FIRE DEPARTMENT UTILITIES PUBLIC WORKS ENGINEERING 9 6 CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION NEW INDUSTRIAL BUILDING**** DATE: 1\I,-okc'i ADDRESS: CONTRACTOR/PROJECT NAME: The Building Dept. Has prepared a certificate of occupancy for the above location and is requesting a final inspection by your department. After your inspection, please contact the Building Dept. To sign off on the C.O. or submit an addendum if it has been denied. Your prompt attention will be appreciated. Thank you. Engineering: Fire Dept: Utilities/Cross Connection: Zoning Department: Mo '8 OCR L1-7e t. A r--zr t '4 'V/ 'Pz01?'d1"U6- Rquesi Rec'6-ved 4011-9— ato L3 Utility inspector's Final ---------- ---------- e 5 FDEP Clearance - V.1ater -------NSA ----------- e --o V C C C FDEP Clearance - Sewer --------'CIA ---------- City Services Easements ---------- ---------- Maintenance Bond (10% - 2yd --------- Q/A -- — — — — — — — — 00W----- 4 -- ----- ---------- ---------- Public Works: CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION NEW INDUSTRIAL BUILDING**** DATE: t \ I - =k c ADDRESS: CONTRACTOR/PROJECT NAME: i The Building Dept. Has prepared a certificate of occupancy for the above location and is requesting a final inspection by your department. After your inspection, please contact the Building Dept. To sign off on the C.O. or submit an addendum if it has been denied. Your prompt attention will be appreciated. Thank you. Engineering: Fire Dept: Public Works: Utilities/Cross Connection: Zoning Department: G Request Received 5"5 004 Utility inspector's A-,!ai FDEP Clearance - E,Iater-----------.-------- __ FDFP Clearance - Sever ---------- --- --- City Services Easements ---------- ----------- Mc tenance Bond (10% - 2yd -------------------- r"k" ------------------- .------ OL F° "'- S-e- Z) N + [owpt/ an CAPwl C f ,ties n/o L45 r 0 9 rr`cRfl°i OA C, _ l CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION NEW INDUSTRIAL BUILDING**** DATE: 1 0 ADDRESS: The Building Dept. Has prepared a certificate of occupancy for the above location and is requesting a final inspection by your department. After your inspection, please contact the Building Dept. To sign off on the C.O. or submit an addendum if it has been denied. Your prompt attenti Qe a ed. Thank you. Engineering: Utilities/Cr. Connection: Fire Dept: Zoning Department: Public Works: Certificate Of Occupancy Addendum Owner: Angelo Reali Address: West 27th Street Date: 12/2199 Reason for Disapproval: none Conditional Agreement: Install handicap fine sign at right height of 7' to bottom of the sign. Complete handicap symbol striping. Complete landscaping and irrigation per approved plans. Install wheel stops on the west side. Please provide engineering grade channels at he stop signs and mount signs to proper height. Bottom of sign to be at 7'-0". Fill hole at valve near H.C. parking space. Fix and repair all roadway damage from demolition. Mitered end at rear pond to have a permanent head wall. Complete general site cleanup. Above items are required to be complete by December 10,1999. Applicant shall call Engineering Department (330-5674) for re -inspection. Thanks - Chris Smit FASHA_ENG\Development Review\Yost Approval\Certificate of occupancy\angelo reali.co.wpd CITY OF SANFORD FIRE DEPARTMENT L a FEES FOR SERVICES PHONE #: 407-302-1091 DATE: I 7- PERMIT #: (11 7lef BUSINESS NAME: ADDRESS: C), A Ve, PHONE NUMBER: ( /) - -1 /c In, L'A PLANS REVIEW TENT P RMIT BURN PERMIT REINSPECTION' TANK PERMIT FIRE SYSTEM AMOUNT $ COMMENTS: ' -- e,)-ACQ. v t 17 t" rg,- Fees must be paid to Sanford Building Department, 300 N. Park Avenue, Sanford, Florida. Phone # 330-5656. Proof of payment must be made to Sanford Fire Prevention before any further services can take place. I certify that the above information is true and correct and that I will comply with all applicable codes and ordinances of the City of Sanford, Florida. J Sanford Fire Prevention Applicants Signature r I CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION NEW INDUSTRIAL BUILDING**** DATE: l i ADDRESS: f-rtA-c-k-1 Aw CONTRACTOR/PROJECT NAME: J` The Building Dept. Has prepared a certificate of occupancy for the above location and is requesting a final inspection by your department. After your inspection, please contact the Building Dept. To sign off on the C.O. or submit an addendum if it has been denied. Your prompt attention will be appreciated. Thank you. Engineering: Fire Dept: Public Works: Utilities/Cross Connection: Zoning Department: CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION NEW INDUSTRIAL BUILDING**** DATE: l tD JCJ 9 ADDRESS. CONTRACTOR/PROJECT NAME:-e( The Building Dept. Has prepared a certificate of occupancy for the above location and is requesting a final inspection by your department. After your inspection, please contact the Building Dept. To sign off on the C.O. or submit an addendum if it has been denied. Your prompt attention will be appreciated. Thank you. Engineering: Fire Dept: Public Works: Utilities/Cross Connection: Zoning Department CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION NEW INDUSTRIAL BUILDING**** DATE: 6A 1 clC/ ADDRESS: CONTRACTOR/PROJECT NAME:, The Building Dept. Has prepared a certificate of occupancy for the above location and is requesting a final inspection by your department. After your inspection, please contact the Building Dept. To sign off on the C.O. or submit an addendum if it has been denied. Your prompt attention will be appreciated. Thank you. Engineering: Utilities/Cross Connection: Fire Dept: Zoning Department: Public Works: CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION NEW INDUSTRIAL BUILDING**** DATE:I ! a! ADDRESS: CONTRACTOR/PROJECT NAME: 67YI The Building Dept. Has prepared a certificate of occupancy for the above location and is requesting a final inspection by your department. After your inspection, please contact the Building Dept. To sign off on the C.O. or submit an addendum if it has been denied. Your prompt attention will be appreciated. Thank you. Engineering: Utilities/Cross Connection: Fire Dept: Zonina Deaartment: Public Works: ,'.A j Iq 9 4 1 1 J- i lz"huh Allen A. Davii; P.E. 103 West Wisconsin Avenue, Suite 104 DeLand, Florida 32720 904) 738-7475 FAX (904) 738-7781 December 6, 1999 City of Sanford Building Department 300 N. Park Ave. Sanford, FL 32771 Re: Permit Number: 992778 Angelo Reali 2703 French Avenue Sanford, FL 32773 Dear Sirs, In my professional opinion this site meets the requirements specified in the city of Sanford code regarding the finish floor of this structure that have been indicated for the. above referenced project are not in the flood zone. The building site slopes from center line of E. Florida Avenue at el. 49.01 to el. 44.71 at the south property line. The site also slopes from the center line of French Ave.at el 48.00 to el 45.26 at the west property line. The grade elevations around the building are 45.47 on the west side; 47.0 at the top of the retention pond on the east side. To the north and south of the building are asphalt surfaces with access to the building. Sincerely, len A. avis, P.E. AAD/sg E 5 TBPf CL 4_&T'7 kS IPCC Zv ® 7/3v/gg .e CITY OF SANFORD, FLORIDA 7 0 655Cu me / APPLICATION FOR BUILDING PERMIT PERMIT ADDRESS -70 Z rkls ltA Total Contract Price of Job Describe Work b U a x 0 a a 3 o E Z Q 1 H to I C o . ti o a m a) 4J la a o a) Z a El Type of Construction Qr Number of Stories _' Occupancy: Residential PO Md 6 f PERMIT NUMBER : 1 1 - C;0_1 S/ Total Sq. Ft. Se. Irt°,'7YC— Flood Prone Number of Dwellings l Zoning Commercial ,x Industrial NO LEGAL DESCRIPTION (please attach printout from Seminole County) TAX I.D. NUMBER OWNER F Q / PHONE NUMBER 3 9 2- 2 ADDRESS ,O CITY STATE ZIP 32 773 TITLE HOLDER (IF OTHER THAN OWNER) ADDRESS CITY BONDING COMPANY ADDRESS CITY ARCHITECT ADDRESS _ CITY MORTGAGE LENDER ADDRESS CITY V_< STATE STATE STATE STATE ZIP ZIP ZIP ZIP CONTRACTOR PHONE NUMBER ADDRESS C/%,s/ /!£' ST. LICENSE NUMBER CITY ,ofe_ ,,,l bSTATE ZIP ':r27 20 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, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER' S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating Construction and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713. e y IliZ 0 N gnat e of Own r/Agent & at Signature of Contractor & Date o a `< En T or Pri t Owner/Agent Name Typ or Print Mractor' s Name d x 0) h Si nat e of Notary & Date Sig atu e of Not & Date ]' Official Seal) Official Seal) (- v 11 MARY L. MUSE=`•v:P. DIARY L. MUSE R.! MY COMMISSION # CC 470040 r :._ MY COMMISSION # CC 470040 a *' EXPIRES: August 4, t099 = EXPIRES: August 4.1999 pF; t;°QO Banded Thru Notary Public Undembrs 'uoWed ibru Notsry Public UndenOters Application Approv BY• Date: — T FEES: Building Radon Po -lice %L _ Fir ,ie-3-7 Open Space Road Impact 3 •CPS pi -cation PERMIT VALIDATION: CHECK CASH DATE 3• ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) THIS APPLICATION USED FOR WORK VALUED $2500.00 OR MORE IL d O.M.B. No. 3067-0077 FEDERAL EMERGENCY MANAGEMENT AGENCY Expires July.51, 1999 NATIONAL FLOOD INSURANCE PROGRAM ATTENTION: Use of this certificate does not provide a waiver of the flood insurance purchase requirement. This form is used only to pro- vide elevation information necessary to ensure compliance with applicable community floodplain management ordinances, to determine the proper insurance premium rate, and/or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMR). You are not required to respond to this collection of information unless a valid OMB control number is displayed in the upper right corner of this form. Instructions for completing this form can be found on the following pages. E ELEVATION CERTIFICATE SECTION A PROPERTY INFORMATION I FOR INSURANCE COMPANY USE I POLICY NUMBER STREET ADDRESS (Including Ap .; U , Suite and/or Idg. Number) OR P.O. ROUTE AND BUMBER COMPANY NAIC NUMBER 1 t Z --ram L < ?O,)-_ CN 4 OTHER [ ASCRIPTION (Lot and Block Numbers, etc.) CITY STATE ZIP CODE Vf) A v F0rV / c.I v 2 7 SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Provide the following from the proper FIRM (See Instructions): 1. COMMUNITY NUMBER 2. PANEL NUMBER 3. SUFFIX 4. DATE OF FIRM INDEX 5. FIRM ZONE 6. BASE FLOOD ELEVATION in AO Zones, depth) 1 2—F,7 Y 2/z 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): NGVD'29 Other (describe on back) 8. For Zones A or V, where no BFE is provided on the FIRM, and the community has established a BFE for this building site, indicate the community's BFE: L _L_L Ll . U feet NGVD (or other FIRM datum —see Section B, Item 7). SECTION C BUILDING ELEVATION INFORMATION 1. Using the Elevation Certificate Instructions, indicate he diagram number from the diagrams found on Pages 5 and 6 that best describes the subject building's reference level 2( a). FIRM Zones Ai-A30; AE, AH, and A (with BFE). The top of the reference level floor from the selected diagram is at an elevation of I I 1 10. LQ feet. NGVD (or other FIRM datum —see Section B, Item 7). b). FIRM Zones V1430, VE, and V (with BFE). The bottomofthe lowest horizontal structural member of the reference level from the selected diagram, is at an elevation of -1 (411.3 feet NGVD (or other FIRM datum —see Section B, Item 7). / c). FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is LII.LLJ feet above L"or below (check one) the highest grade adjacent to the building. d). FIRM Zone AO. The floor used as the reference level from the selected diagram is feet above or below (check one) the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor (reference level) elevated in accordance with the community's floodplain management ordinance? VYees No [:1Unknown 3. Indicate the elevation datum system used in determining the above reference level elevations: it. —I NGVD '29 Other (describe under Comments on Page 2). (NOTE: If the elevation datum used in measuring the elevations is different than that used on the FIRM [ see Section B, Item 7], then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) 4. Elevation reference mark used appears on FIRM: 5(Yes No (See Instructions on Page 4) 5. The reference level elevation is based on: K actual construction construction drawings NOTE: Use of construction drawings is only valid if the building does not yet have the reference level floor in place, in which case this certificate will only be valid for the building during the course of construction. A post -construction Elevation Certificate will be required once construction is complete.) 6. The elevation of the lowest grade immediately adjacent to the building is: I I VJW. Ld feet NGVD (or other FIRM datum -see Section B, Item 7). SECTION D COMMUNITY INFORMATION 1. If the community official responsible for verifying building elevations specifies that the reference level indicated in Section C, Item 1 is not the "lowest floor" as defined in the community's floodplain management ordinance, the elevation of the building's "lowest floor" as defined by the ordinance is: I I I I I . feet NGVD (or other FIRM datum —see Section B, Item 7). 2. Date of the start of construction or substantial improvement %- —J- I 77 6 . FEMA Form 81-31, MAR 97 REPLACES ALL PREVIOUS EDITIONS SEE REVERSE SIDE FOR CONTINUATION SECTION E CERTIFICATION This certification is to be signed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation information when the elevation information for Zones Al—A30, AE, AH, A (with 13FE),V1—V30,VE, and V (with BFE) is required. Community officials who are authorized by local law or ordinance to provide floodplain management information, may also sign the certification. In the case of Zones AO and A (without a FEMA or community issued BFE), a building official, a property owner, or an owner's representative may also sign the certification. Reference level diagrams 6, 7 and 8 - Distinguishing Features —If the certifier is unable to certify to breakaway/non-breakaway wall, enclosure size, location of servicing equipment, area use, wall openings, or unfinished area Feature(s), then list the Feature(s) not included in the certification under Comments below. The diagram number, Section C, Item 1, must still be entered. 1 certify that the information in Sections 8 and C on this certificate represents my best efforts to interpret the data available. understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME LICENSE NUMBER (or Affix Seal) TITLE COMPANY NAME ADDRESS CITY STATE ZIP SIGNATURE DATE PHONE 3 Copies shout a made of this Certificate for: 1) community official, 2) insurance agent/company, and 3) building owner. COMMENTS: ON WITH ON PILES, SLAB BASEMENT PIERS, OR COLUMNS A V A A V ZONES ZONES ZONES ZONES ZONES REFERENCE REFERENCE BASE LEVEL LEVEL FLOOD REFERENCE LEVEL ELEVATION I BASE' ADJACENT REFERENCE FLOOD GRADE - LEVEL ELEVATION REFERENCE ADJACENT BASEFLOOD ELEVATION LEVEL GRADE GRADE The diagrams above illustrate the points at which the elevations should be measured in A Zones and V Zones. Elevations for all A Zones should be measured at the top of the reference level floor. Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member. Page 2 Jul-12-99 01:38P SANFORD FIRE DEPT 407 302 1097 CITY OF SANFORD FIRE DEPARTMENT j1303 South French Avenue Samford, Florida 32771 407) 302-1091 (407) 302-1097 FAX Plans Review Sheet Date: June 2, 1999 Business Address:2702 S. french Ave_ Occ. Chap. 26,29 Business Name: Spec/office Ph. Contractor: BIdg. Express, Inc. Ph. 904 738-1922 Reviewed 1 [ Reviewed with comment [ J Rejected Reviewed by: Bart Wright, Fire Protection Inspector Comment: Application is incorrect. Type of construction is not metal. J 1.1 Application — New building OJ 1.2 Mixed - NIA 1.3 Special Definitions - N/A I 1.4 Classification of Occupancy — New Business/Storage 1.5 Classification of Hazard of Contents— Ordinary for both at time of plans review. Specific contents are unknown for storage. This classification could change subject to further review prior to or after certificate of occupancy. 1.6 Minimum Construction — N/R by code; applicant submitted type 1V up. 1.7 Occupant Load — I110) for business (for egress capacity); limited to maximum number of persons expected for operation for storage occupancy. 2.2 Means of Egress Components - O.K. 2.3 Capacity of Egress - O.K. 2.4 Nu nbcr of Exits - O.K. 2.5 Arrangement of Egress - Q. K. 2.6 Travel Distauree — O-K. as shown, notwithstanding location of storage (not shovrn); local authority reserves the right to reevaluate once storage is in place. Storage may compromise common path of travel limits and further require additional exits_ P.O1 e 07/29/1999 08:23 9047344066 BUILDING EXPRESS PAGE 01 Angelo Reali d/b/a Auto Club 609 W. 27" St. Sanford , Fl. 32773 DATE: -7^30' S 91 Tony VanDerworp, City Manager City of Sanford via: HAND DELIVERY 300 North Park Avenue Sanford, Fl 32771 RE: ESTOPPEL LETTE ReAlNameofProject:&) 6-10 I . Permit Application Number: ' Z This ESTOPPEL LETTER is provided to the City of Sanfkrd for reliance upon by the City of Sanfordand as the basis for the issuance of Permit No. —Z5Z3 for the following work: Name of the Owner) /-ri)6 E 1 D 1 Pc1 hereinafter referred to as the "Owner", recognizes that issuance of Permit N will be made with numerous limitations as more particularly set forth herein. The owner recognize that this approval does not exempt us from complying with any applicable building codes, land development regulations, Comprehensive Plan requirements, or exempt our site or building(s) from any applicable development regulations. By issuing Permit No. Z3, the City does not guarantee approval of any other development orders or development permits. The Owner ackAowledgep and.agrees that no Certificate of Occupancy will be issued by the City for the until all required land development approvals have been obtained and all required improvements have been installed, inspected and authorize or use by the City. The Owner hereby grants the City the right to deny use of the uXYJoYf JA-) U -11-4— for occupancy until all of the above -referenced project is in compliance with all applicablePY development regulations. The Owner hereby agrees to indemnify and hold the City and its officers, employees and agents harmless for any and all losses, damages, injuries and claims in any way relating, directly or indirectly, to the permitting or construction of the above -referenced project or s Tony VanDerw rp CCity Manager Date:. Page 2 the issuance of Permit No. C19' 2523. The 03yner also agrees to the following as additional conditions for Permit No.94- 5_2' The Owner hereby agrees to disclose the contents of this document to any and all of our successors in interest, contractors, sub -contractors and agents. The undersigned further warrants that he or she is authorized to bind the Owner and has been duly authorized to sign this document. WITNESSES: gnature Printed/Typed Name S' nature Pr' ted/Typed Name STATE OF FLORIDA COUNTY OF SEMINOLE yvvR) Signa re N6C 0 T Printed/Typed Name Title The foregoing instrument was ack owledge before me this d h day of lG 9 , by Rnc4Q o'Ke&l as for who is personally known to me or mho produced their Florida Driver's License as identification. Rg80--10c 6 Notary Public Print Name: I My Commission Expires: ARLENE K. RUMBLEY Q:° MY COMMISSION # CC 821908 aril;_'' EXPIRES: Jun 26, 2003 1-WO-3-NOTARY Fla. Notary Service & Bonding Co. DEVELOPMENT FEE WORKSHEET CITY OF SANFORD'_, UTILITY,- ADMIN., P. 0. BOX 1788 SANFORD, FL 32772-1;788 Project Name: l% IyrIv /+f;c Owner/Contact Person: Address: 2'7o 2 Type of Development: 1) RESIDENTIAL; Type of Units (single family or multi -family): i — Total Number of Units: Type of Utility Connection individual connections or central water meter & common sewer tap): Water Meter Size (3/4", 1" 2" etc.): I 4 REMARKS: 2) NON-RESIDENTIAL Type of Units (commercial, industrial, etc.): Total Number of Buildings: Number of'Fixture Units each building): Type of Utility Connection individual connections or central water meter & common sewer tap): Water Meter Size (3/4" 1" , 2", !etc.) i Date: Phone: REMARKS: Q'iG"(nLny'o / Of- Si"6t1_C f'(3 2 14 2 Pc c, wC, 7/f 19- w,0--ed%fo-i o r-t-ece CONNECTION FEE CALCULATION: i I 02 *k /s/7of}c7 F s i Name` - Signature - Date. REVISED 38 96 a2 a7119?9 i32 44 r?pt7 7,'31 F.91 N DISTINGUISHED DESIGNS and Engineering. Inc. 6-46 S. LAIJ.M.O.N7 AVENUES WINMER 7.t1RK FL 32792 Office (07) 644-2536 Fax (407) -3794 June 29, 1999 To: City of Stuiford Building Depwm—ent. Atim Sill Culbertson, plans examirer Sanford, Florida 32171 Re: R.ealli Warehouse Metal Building 2742 French Avenue 4 hr, gall, infonnation NY/ door specifications. Dear Bill, You have wked us to provide a written letter detailing the i.TL Listing and specifications for the proposed 4-hour wall, and the 4-hour rated doors, Ilie detkil of the 4-hr wall, is shown below, and attached are the specification =6 111i5tistgs ,For the proposed doors that will be used in Cis Wail, DE: C.7F FOCI pF'i"'dJALL iE TH 61;.yE9) WALL SECT Stets ttj^xrGi€snits {a;on l artli-r,r'sns) r3ottrti:tih.r rt i ,t1cs--' try sFtrrn*Ccx n:ana mrstrm r",:E, ctr:,orr. t 7rr n^-,1dc''/.'?'S qa kr11vtJ52C er M3 ESYt PY vry 1':r T rr.nrp1 non--{tanel%=m rat S < ".v 111 Y,ry ti t;n--- s rn n+tic mu v:rct- ur ras u•tct: utr «tom a Ac w,rn s>a ren,n. t trrrnrn nstmore c r....--.,..._.. hits( &an Se.',eq Into saftas' i;.r;mi n" ,i^±zmh.`y tv Yit i1 1 „ (1, to cirdir--Sh•..II 4,. sr,vro 23 SMY; 5 Please let this :eater and det4, sen a as written addendvin addressing tlds issue. Thank you for your promptness and in handling this ujatteT, if voU have any further comments, please feel free to contact us at ycx-11- V;,3rlies4 cc)nvenience. t RoClIie"y .. `Jermilic President, PUNS RV1111e CITY OF Ste' TOTFL i.31 m JUL-o6-99 ea :23 PM MILLS&NEBRASKA DOOR i 6.1 Q4 -9/1 /98 Ceco Distributor Technical Data LABELED FIRE DOOR APPLICATION TABLE r— LOCATION i FIRE HAZARD CLASS RATING MIAXIMOM GLASS AREA RE.;E 1T CMECA MEDAL - LION FUEGO tMPERAL JERSA CCCR Openings In waft, see NTn 4 50' 250° NTR separating bullulr•go o' A 3 HOAR chair Max50 n Mam xlmudividing a building into 'ir'e pas' Te t,p. raa Temp rise a; ea s openings in enclosures or 230a mu Vertical comnication: R { 1-1/ 2 see NTR 4 Maxim..-, Md7tirn Uln NT11 erevators, 3tZirwel' s, and in NCUR Chart Temp- :isc Temp.'is9 2 hour rated part&OnS page ....-. providing hcrizS7rtal fire separation. I Corridor and room partitipns C 3r4 seo NTR NTP. Wn NTR HOUR chart t— Extcrlor - walls subject to 1 1+2 n-' µ5v 250, Maximum NTR severe fire• exposurc from D HOOF NOhE NTR Maximum Temp. rise p Temp, riseolltSide. Extorlor w2115 subject t0 3/4 see NTR NTR NTR NTR rnodcrat; fire exriosura E HOUR chail from outsi0c. pa9a ------ Openings where Smoke control is a prlrr,ary N' ' CUniderat10n: in partitions 1 /3 i between a hnh;rabie ronn- HOUR see NTR nr NTr; NTfi and a corridor %-.hen tic 20 chart woll is constructed to haV0 MINUTE Or page ...... a filo resistance of mcra L 4_. f«soairr" m than one hour -• or across 1/' Temp. Ilse 1 car idcrs_whero a srr..oke HOUR li p1RtiGn : S req irCcS. ripe -rang, regtGrina'Pusitivc UCC 7-2 t !3 see NTR 450' 250° Maximum I NA Pressure' test confo(m rcc KOUR chart page ------ Tefnp rase Tem,rlsa Open ngs re•q ,firing Smckc UL 1784, 1/3 see NTR as-' Maxi-c, 0 250° ni N. 4 Ci,ntrCt sestina f<FPA- HOUR chart Toi'p. riso 7e;n u Te"Jaxmpp. "" 105page ------ NTR denotes;. N9 temperature Ilse Irxn uc1 iv« . - µ, REVIEWED NEUTRAL PRESSURE / POSITIVE PRESSORE FIRE TEST CB ®F SANFC RD Fer doorSeric5compliancewithaspecificliretest, see tables beginning on p?ge0.107. HOURLY RATING / LETTER CLASSIFICATION The letter -reference shown in 91C'CLASS' Column above is in disuse. It was meant to classiry the 41'0' n for which the fire door was considered suitable. The current trend, is to use the Tire r.rotoction hourly rating not the letterC1355. Normal!d, a unit witil 2 higher hourly rating can be used in lieu of one with a lesser rating, The maxirnurn dlaaS diitiensiona for tavtl, door aid to cation r. ti,u :Ub hnlr, and anY r.nnflici Woltld prOhltlt labelirty of the opening, Galicrally, doors have the hourly rating listed on the label; frames do not (slip-on DW frames, which have the hourly rating fstcd on the label, are an exception} - Continued) L= CecoDoorProd ucts O11O A Unitdd Cominlan Gon,p4ny n LABELING Generally speaking, fire labels for steel doors indicate; labeling agency, manufacturer, duration of fire test (rating), temperature rise, and latch or fire exit hardware category. Certification of the positive pressure fire test is indicated by a statement on the label or by a supplemental USC-7-2 conformance label. Labels for steel door fames usually just indicate the label agency, manufacturer, and product, c.g., "UL, Manufacturer's 1,D., Fire door frame". Normally, frames thus labeled can be used v ith all types of fire door ratings up to 3 hours. Exceptions., certain frames designed for specific applications have guidelines noted on label ( e.g., slip-on•dryv ail frames designed for 1-V2 hour rated DW partitions have "1-11i2 hour" specified on the label, certain panel assemblies have the panel type specified on the label, etc.). INSPECTION All labeled fire doors and frames are subject to factory or warehouse follow-up Inspection programs. tinder these programs, an inspector from the labeling Iigency frequently spot checks labeled doors and frames in various stages of manufacturing and in the warehouses to be certain material provided is in accordance with label service procedures. Strict control prevents manufacturer from furnishing anything which is not included in their procedures. FIRE DOORS FOR THE INTERNATIONAL MARKET Ceco floor products has sxtensive experience and expertise in international fire door testing methods and code acceptance (including the positive pressure test). Existing programs are in place to satisfy the needs of the global market place — ask for details. , LABELS There are various labeling methods authorized by the agencies involved — label examples appear below. In addition to the methods shown, certair frames have the labels embossed into the steel during manufacturing. Under vritcrs Laboratory Inc Metal Label Supplemental, Positive Pressure Products Vinyl Label Warnock Horsey Metal Label Factory Mutual Metal Label 1172 rt( it61 ' ly0s A80PATQfj(E5' !C Y.' r'_;:` •,. tira, SEfi 'O KN6, 407 578 2881 P . 02o JUL-06-99 03:22 PM 6•102 9i1 /98 MILLS&NEBRASKA DOOR Deco Distributor 'Technical Data FIRE DOOR AND FRAME TESTING AND LABELING (continued) resulting in a tendency for products of combustion and superheated gases inslde the furnace to axit the test chamber throagh the margin5. TEMPERATURE RISE fir r3") Although the heat transmitted can be recorded throughout the test, ure^— i the furnace tr,)p.lature ri5' criteria-1nr la _41in . After 30 minutes, the temperature in. 5 The about 1550° F. The temperature then begins to lcvYl off and after 3 hours reachas About 1 325° F. rnarufacturer can opt to end the test at 1-112 hours which would limit product to 1-112 ratingmaximum. Ceco typically goes for the full 3 hour test w ,ich allo:s the product to be labeled for any fire -rating specified, HOSE STREAM TEST when As soon as the fire is ey.hn5eished, I? Est (rlelostpiheeUUS1Lthehosestreamisrotrequiredfcrnll3hourrequired, subjected to a o rated assemblies). During the hose stream test, the door(s), which rltay be red hot on the furnace side, are immediate; hit v ith a stream of eater from a fire hose. orurAM TEST 1. 1/2 but less than 3 1 Lut less thon to 1-11 t• lozzie Water Pressur 45 Psi 30 fIsi 30 Psi _ Duration 3 Sec Pcr Sq Ft of Exposed Area 1 5 Sec Per Sq Ft of Cxposed Area 0.° Sec Per Sq F' of Exposed Area Le s t1 1 0u r>+ 1 - The rapid change in temperature and force exerted by the hose stream test cause extrome stresses on the assembly. sli0KE consideration - The 2Q minute (S! Clasgfticetior; is for oF en;ngs vJi,ere :make control is a primary The 20 rztinute fire doer category uvc'S not have to ce; with UL 1764 tAssembl es tested Smoke incontrol testing of door assernblics is ,performed in accorda,.lce with and NFPA 10G conformance with UL 1764 comply 'wilh NFPA 80 (...Installation of Fire Doors Smoke and Droft Control ...). The U1. 1764 test assenib!y includes sorne form of gasketing. ketsareapprovedVario,is listed gasketing are acceptahle (however, only positive pressure listsd gc.., for positive pressure rated assen-,blics). Ceco's "Smoke -Tech" labeled door, kerfUECI fr2ae d l Land I11784. gasket assembly complies with this smoke protection category, i.c., Srr,oke techalsomeetsfireprotectioncriteriaforupto3hourrating (ULIOB, URC 7-2), EVALUATION Upon completion of the test(s), a final evaluation is made, if the test is rate nrop3te lobe is) to agency, a "procedure" its issued and the mrnufacturer is allowed to attach ri doors / frames -- when the units are of the sa-t',e type as those tested and as described in the procedure. PROCEDURES zed labeling Procedures from the following 2r3enc es: Ceco door ProductshasauttloriULWH (ITS) ° Q ca FM CecoDaorProducis A Unil°0 9o+ pinion Company JUL—e6-99 03:21 PM MILLS&NEBRASKA DOOR 407 578 2881 P.01 9/1198 6-101 Coco Distributor Technical Data FIRE DOOR AND FRAME TESTING AND LABELING Geco Door Products invests considerable research and development efforts in the design end performance testing of fire barrier and smoke infiltration resistant products. Only independent, third party agencies which are internationally recognized by fire and safety authorities are utilized for testing. TESTING AGENCIES: Underwriters Laboratories, Inc. JUL] Warnock Hersey, Int, (WH1 (ITS, Intertek Testing Services) In addition to providing the testing service, the above agencies and Factory Mutual Engineering Corp. (FMI furnish labeling and follow-up inspection services, and they also publish directories of products that meet established standards, In addition, UL & FM publish standards that define the testing of various prcduct categories, FIRE TESTING In order for a manufacturer to apply a fire label to its products, the manufacturer must first Submit the product to one of the testing agencies for a fire test. There are currently two basic methods of fire tests -- one we crall `neutral pressure" and ono that is known as 'positive pressure, These :wo methods have multiple document identifiers ; Iftw- Neutral Pre-55!40 fire test method UL-10B ASTM E152 (Obsolete - withdrawn) NFPA 252 (Lets user decide on pressure condition) CSFM title 19 Positive Press ire flue tort me Il d UBC 7-2 UL-10C NFPA 252 (Lets user decide on pressure condition) Both ,majbQds test the assembly for the following; i. Prevention et passage of fire and products of combustion for a designated time period. 2. Heat transmission criteria, after 30 minutes of fire exposure. 3. Structural performance — unit to remain intact throughout the fire exposure period. 4. StRlctural performance — unit to rornain intact throughout the hose stream test TEST PROCEDURE: The two test methods ara quite similar except for the pressure gradient within the furnace. The positive' pressure test is said to better represent "real -life" conditions in this respect (typically, the upper 2/3 of a room is under positive pressure during fire conditions). The door assembly which is to be tested is installed in a test panel that becomes the front of the test furnace. Attached to Cacti door, on the outside of the test panel, are several thermoccuplcs which measure the temperature on the unexposed face of the unit. During a "neutral -pressure' test, pressure inside the furnace Is slightly less than ambient resulting In a tendency for atmosphere outside the furnace to be drawn into the furnace. During a 'pos(Mvc- pressure" test, pressure lns4e tho furnace near the top of the door is slightly more than ambient" Ceco DoorProducts a A United 0ominlcn Corm2ny S 9 0 som: Joseph A. Bowman To: Date: 5121/99 Tirne.: 11:05:10 Page 3 of 9 Who Building Performance Method for Commercial Bail.dings ENERGY EFFICIENCY CCCE FOR.,BUILDING CONSTRUCTION Florida Derartment of Community ,Affairs FLA./COM--97 version 2.2 Form 400A-97 PROJECT NAME_'Office / Unc nd. Zone_ PER`1ITTING OFFICE: ADDRESS: -A Sanford. LL _ San 0 CLIMATE BONE. 5 _ WNER: _ 1,2 71,49 PERMIT NO: _ AGENT: _6F JURISCICTION NO: 691500 BUILDING TYPE: _Business (0ffi:=e) CONSTRUCTION CONDITION: New construction DESIGN COMPLETION: _Finished Building____ CONDITIONED FLOOR AREA: _1533.5 _— MAX. TONNAGE OF EQUIPMENT PER SYSTEM: _—_—__5 COMPLIANCE CALCULATION: NUMBER OF ZONES: 2 METHOD A t)'_STGN CRITERIA RESULT A WHOLE BUILDING ?4.-8 1O0.00 PASSES PRESCRIPTIVE REQUIRE(-'ENTS: LIGHTING LIGHTING CONTROL REQUIREMENTS PASSES HVA.0 EQUIPMENT COOLING EQUIPMENT 1. SEER 10.00 10.00 PASSES HEATING EQUIPMENT- 1. Et 1.00 N/A AIR DISTRIBUTION SYSTEM INSULATION RE0,UIRE"IENTS 1. Unconditioned Space 5.00 4.20 PASSES 2. No Ducts 0.00 0.00 N/A REHEAT SYSTEM TYPES USED NO REHEAT SYSTEM is USED WATER HEATING EQUIPMENT PIPING INSULATION REQUIREMENTS COMPLIACE CERTIFf'C'A:T10N: I hereby, certify' z'hat Id -he plans and Reviewof the plans and 5peciPica- specificat_ions cove_Ied by -this cal-u- Lions covered by this calculation lat iron are, ,.n c•';i th the i nd i cafes compliance wl th the Florida _Energy f1,ci Code. flor'lda '_nergy Efficiency Code. PREPARED BY. !^=° _ Before construction is completed, DATE: ! — — this building will be inspected d it 1, I hereby certify that this building is in compliance with the -'lor da n. gy Efficiency Code OWNER/AG NT: DATE:- '' — ----- for comp tance in actor ante w Section 553.908, Florida Statutes. 6UI_nIPJG OFFToAZ„,NLDATE : t Flom: Joseph A. Bowman To: Date: 5/27/99 Time: 11:06:06 Page 4 of 9 a I hereby certify(*?-.f?at the system design is in compliance with the Florida Energy Efficiency `C.oce. h SYSIEr' UESd' NER REGISTRATION/STATE MECHANICAL-- PLUF,BING - ELECTR"CAL _ LIGHTING Signature -is —required where Florida law requires design to be performed by registereddesie.n professionals. Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans. prom: Joseph A. Bowman TO: Date: 5l27l99 Time: 11:06:40 Page 5 of 9 BUILDING ENVELOPE SYSTEMS COMPLIANCE CHECK 401.--.----GLAZING--ZONE 1------------------------------------------------ v- Elevation Type U SC VLT Shading Area(Sgft)) I South Commercial 1 1 1 Con`illUOUS Ove 301 West Commercial 1 1 1 Continuous Ove 721 Total Glass Area in Zone I = 1021 401.------GLAZING--ZONE 2--------------- --------------------------------- v- Elevation Type U SCVLT Shading --- Area(Sgft)l I North Commercial 1 1 1 None 01 Total Class Area in Zone 2 = 01 Total Glass Area = 1021 402------- WALLS --ZONE 1------------------------------------------------ I --- Elevation Type -U Insul R Gross(Sgft)l I South 8"CMU/3/4"ISO Btwn 24"oc/5/8"Gyp 0.151 4.2 4671 West 8"CMU/3/4"ISO Btwn 24"oc/5/8°Gyp 0.151 4.2 2861 Adjacent 3/4"Stco/2x4@16"oc+RliBatt/'/z"Gyp 0.07 li 7461 Total Wall Area in Zone 1 = 14991 402.------WALLS--ZONE 2------------------------------------------------ I --- Elevation Type U Insul R Gross(Sgft)l North 8"CMU/3/4"ISO Btwn 24"oc/5/8"Gyp 0.41 0 7501 East 8"CMU/3/4"ISO Btwn 24;`oc/5/8"Gyp 0.41 0 13001 South 8°CMU/3/.4"ISO Btwn 24"oc/5/8"Gyp 0.41 0 2001 West 8"CMU/3/4"ISO Btwn 24"oc/5/8"Gyp 0.41 0 10001 North Mtl Bldg wall/R-11 Batt .10 10 7501 East Mtl Bldg wall/R-11 Batt i0 10 13001 South Mtl Bldg wall/R-11 Batt .10 10 7501 West Mtl Bldg wall/R-11 Batt .10 1.0 13001 Total Wall Area in Zone 2 = 73501 Total Gross Wall Area = 88491 403.------DOORS--ZONE 1------------------------------------------------ I --- Elevation Type U A.rea(Sgft)l I Adjacent 1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 421 Total Door Area in Zone 1 = 421 403.------DOORS--ZONE 2------------------------------------------------ I --- Elevation Type U Area(Sgft)l I East 1-3/4 Steel Docr-Fiberglass/Mineral woo 0.60 2801 Total Door Area in Zone 2 = 2801 Total Door Area = 3221 404.------ROOFS--ZONE 1------------------------------------------------ I --- Type Color U Insul R Area(Sgft)l Mtl Bldg Roof/R-19 Batt Light .051 19 15341 Total Roof Area in Zone 1 = 15341 404.------ROOFS--ZONE 2------------------------------------------------ I --- Type Color U Insul R Area(Sgft)l I Mtl Bldg Roof/R-11 Batt Light .1.0 10 82171 Total Roof Area in Zone 2 = 82171 Total Roof Area = 97501 405. -----FLOORS-ZONE 1------------------------------------------------ I--- From: Joseph A. Bowman To: Ja!e 5/27/39 Time: 11:07:39 Page 6 of 9 Type Insul R Area(Soft)j I Slab on Grade/Uninsul.ated 0 15341 Total Floor Area in Zone 1 15341 405.------FLOORS-ZONE 2--------------------------------------------------- I --- Type Ir.sul R Area(Sgft) I I No exterior floor 0 82171 Tctal. Floor Area.in Zone 2 82171 Total Floor Area 97501 406.------INFILTRATION --------------------------------------------------- I --- I CHECK I nfiltraticn Criteria in 40E.1.ABCD have been met. I I MECHANICAL SYSTEMS CHECK HVAC load sizing has been performed. (407.1.ABCD) 407.------COOLING SYSTEMS--------------------------------------------------- Type No Efficiency IPLV Tonsl i 1. Split System 1 10 0 5.00I 2. No Cooling System 0 0 0 0.00I 408.------HEATING SYSTEMS ------------------------------------------------ I --- Type No Efficiency I BTU/hrl 1. Electric Resistance 1 1 341001 2. No Heating System 0 0 UI 409.------VENTILATION --------------------------------------------------- I--- ICHECKI Ventilation Criteria in 409.1.ABCD have been met. I 410.-----AIR DISTRIBUTION SYSTEM ------------------------ ---------------- I'-- CHECKI I-----I--- Duct sizing and,des!gr have been performed. (410.1.ASCD) AHU.Type Duct Location R-value) I 1. Air Conditioners Unconditioned Space 61 2. None .(Unconditioned Zone) No Ducts OI CHECKI I-----I--- Testing and balancing will be performed. (410.1.ABCD) 411.-----PUMPS AND PIPING -ZONE ------------------------------------------I--- Basic prescriptive requirements in 411..ABCD have been met. PLUMBING SYSTEMS 411.-----PUMPS AND PIPING -ZONE----------- ---------------------------I--- Type R-valueiin Diameter Thickness) I 1. Circulating 0 0 Ol, 411.-----PUMPS AND PIPING -ZONE I'-------------- -•-----------------------I--- Type R-value/in Diameter Thicknessl I 1. Circulating 0 0 OI 412.-----WATER HEATING SYS-rEMS-ZONE 1---------------------------------- I --- Type Efficiency StandbyLoss InputRate I Gallonsl From: Joseph A. Bowman To: Date: 5127/99 Time: 11:08:32 x Page 7 of 9 412------ WATER HEATING SYSTEMS -ZONE 2----------------------------------I-"` Type Efficiency StandbyLoss InputRate Gallonsl ELECTRICAL SYSTEMS CHECKI 413 ------ ELECTRICAL FOWER DISTRIBUTION----------------------------I- Metering criteria in 413.1.ABCD have been: met. 414.-----MOTORS ------------------------------------------------- Motor efficiencies in 414.1..ABCD have been met. 1 415 ------ LIGHTING SYSTEMS -ZONE 1---------------------------------------I'-` Space Type No Control Type 1 No Control Type 2 No watts Area(Sgft)I I Accounting 1 On/Off 6 On/Off 6 3190 15341 Total Watts for Zone 1 = 31901 Total Area for Zone 1 = 15341 415 ------ LIGHTING SYSTEMS -ZONE 2--------------------------------------- I' -- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft)l I Unlisted S 1 On/Off 6 None 0 3200 82171 Total watts for Zone 2 = 32001 Total Area for Zone 2 = 82171 Total Watts = 63901 Total Area = 97501 1CHECKI Lighting criteria in 415.1.ABCD have been met. I i I-----1--- 16. Operation/maintenance manual will be provided to owner.(102.1)I I From: Joseph A. Bowman To: Date: 5127199 Time: i 1:09:14 Page 8 of 9 PROJECT TITLE Gffice / Uncond. Zone BUILDING TYPE Business (Office) BUILDING LOCATION SANFORD BUILDING AREA (ft2) 9750 BUILDING ANNUAL ENERGY USE DESIGN BUILDING BASELINE BUILDING M M 4-------------------------+---------------------- HEATING ENERGY Electric Resistance Electric Furnace COOLING ENERGY Direct Expansion Air Conditioner (PTAC) DOMESTIC HOT WATER -ENERGY BUILDING MISCELLANEOUS 2.22 15.11 21.17 21.24 Lights ; 31.80 1 24.25 Equipment ; 22.96 22.96 SYSTEM MISCELLANEOUS Fans ; 2.64 ; 10.38 PLANT MISCELLANEOUS , TOTAL ENERGY CONSUMPTION ' 74-78 100.00 PASSES ****** PROJECT TITLE Office i Uncond. Zone BUILDING TYPE Business (Office) BUILDING LOCATION SANFGRDUNTY BUILDING AREA(ft2): 9750 BUILDING DESIGN : Exterior Lighting Power 0 W EXTERIOR LIGHTING CRITERIA: AREA AREA AREA OR ALLOWANCE CODE DESCRIPTION LENGTH WATTS Exterior Lighting Power Allowance 0.00 W Not Applicable **** From: Joseph A. Bowman To: Date: 5/21/99 'rime: 11:09:59 Page 9 of 9 LIGHTING SYSTEM CONTROL REQUIREMENTS.' TOTAL EQUIVALENT SPACE -------- NO. --------- CONTROLS -------•- CONTROL POINTS NO. DESCRIPTION AREA TASKS TYPE 1 NO. TYPE 2 NO. DESIGN CRITERIA 28 Accounting 1533.5 1 'On'Off 6;0n/Off G; 12 > 2 48 Unlisted S 821E.5 1 ;On/Off 6;11one 0; 6 > 2 A** PASSES PROJECT TITLE Office / Uncond. Zone BUILDING TYPE Business (Office) BUILDING LOCATION SANFORD BUILDING AREA(ft2): 9750 HVAC SYSTEM REQUIREMEN-S: Cooling System; Measure ;P"inim.;Minim-; System ; System Result ; Result Type ;#1 #2; #1 #2 ; Eff.#1 Eff.#2 for #1 for #2 Split Sys. ;SEER ; 10.00; 0.00; 10.00 0.00 PASSES Heating System; Measure ; Minimum Req.; Efficiency Result Ele. Resis. ; Et ; 1.00 N/A PASSES ***"**** AIR DISTRIBUTION SYSTEM INSULATION REQUIREMENTS: Zone # Duct Location MinimUCl R-Value Cesign R-Value Result 1. Unconditioned Space 4.20 6.00 PASSES 2. No Ducts 0.00 0.00 NIA PASSES PROJECT TITLE Office / Uncond. Zone BUILDING TYPE Business (Office) BUILDING LOCATION SANFORD BUILDING AREA(ft2) : 9750 WATER HEATING SYSTEM REQUIREMENTS System ;Measur-e; Minimum ; Maximum Design Design ;Result Type ; ; EF / Et SL ; EF / Et SL I---------+----------+----------+------- Not. Applicable **** PIPING INSULATION REQUIREMENTS: Pipe Insulation Thickness(in) System Type ' 0.D.(1r)', Piinimum Req. Design Result Not Applic:aLle ***` From: Joseph A. Bowman To: Date: 5/27199 Time: 11:03:29 a Page 1 of 9 N-Master(c) COMMERCIAL HEAT LOSS / GAIN Based on ACCA MANUAL N MANUAL N Copyrighted (c) 1988 by ACCA Project name Office I Address City/State Sanford Owner Builder Bldg Express HVAC contr.: I COOLING PARAMETERS Geographical Location ----> State FLCRIDA City : Sanford North Latitude / Elevation I 28 / 14 Ft. Above Sea Level Relaltive Himidity 50 % Grains / Lb. (Inside) 64 Outdoor Dry Buld (Deg F°) I 93 ° Outdoor Wet Bulb (Deg F°) I 76 ° Indoor Dry Bulb (Deg F°) I 75 ° Indoor Wet Bulb (Deg F°) Outdoor Humidity Ratio I 110 Daily Range 16 ° Peak Load Time 1600 Hours Temperature Differance (Td)(Deg F°) I 18 ° Cooling Load Td Correction (Deg F°) j 30(+) HEATING SUMMARY COOLING SUMMARY TOTAL LOSS 25517.2 TOTAL SENSIBLE 46421.73 LATENT GAINS 3721 TOTAL GAIN 50142.73 SENSIBLE OVERSIZE @ 20% 9284.347 HVAC Equipment Heating Manufacturer Htg System 10 Kw @ 34.1 MBTU COP/HSPF 1 Cooling Clg System 5 Ton @ 60.0 MBTJ S)EER 10 Air Handler Vertical @ 2000 cfm HTG AIR FLOW FACTOR _ 09188 CLG AIR FLOW FACTOR = .050505 ZONE CFM 626.9582 ZONE CFM = 2344.53 SENSIBLE HEAT RATIO = .91 From: Joseph A. Bowman To: Date! 5/27/99 Time: 11:04:21 Page 2 of 9 41 GLASS_SOLAR--------------------------------------------------------------- TYPE GLASS FACES AREA Sc U-VALUE LOSS/BTUH GAIN/BTUH SINGLE CLEAR South 30 1 1110 750 SINGLE CLEAR West 72 1 2664 12960 GLASS CONDUCTION ---------------------------------------------------------- DINULL LLLfIK SINGLE CLEAR JV 72 1 1 1G? 1611 11.-tv 983.43 ALLS---------------------------------------------------- WALLS ... II IIr T-H--------FTI-IHII11 I rA/r" riD7AC[IVT Al rA TOIL 4 11- 11 AI OT 630. J4 3n OD:5!p TYPE :WOOD FRAME -ADJACENT South 436.5 4.2 15 2422.58 1767.83 TYPE :8in.CONC.N/W BLK West 214.431 4.2 15 1190.09 675.46 TYPE :8in.CONC.N/W BLK WALL SUB TOTAL 4251.21 3042.384 DOORS----------------------------------------------------------------------- DOOR FACES AREA R-VALUE U-VALUE LOSS/BTUH GAIN/BTUH North 42 n/a 63 1890 423.36 TYPE :WOOD CEILINGS-------------------------------------------------------------------- AREA R-VALUE U-VALUE LOSS/BTUH GAIN/BTUH TYPE :STEEL SHEET W/lin. INSUL WITH SUSPENDED CEILING ROOF COLOR: LITE 1533.5 19 05 2836.98 6134 FLOORS---------------------------------------------------------------------- SLAB PERIMETER 160.7 0 81 5206.68 000.00 STRUCTURAL SUB TOTALS 19413.87 24725.06 OTHER SENSIBLE GAINS PEOPLE 5 N/A 1375 FLOUR./LIGHTING 3040 Watts N/A 11413.07 ICAND/LIGHTING 150 N/A 511.95 INTERNAL GAINS N/A 3500 VENTILATION 75 CFM 2775 1458 ROOM SENSIBLE 22188.87 42983.09 DUCT LOSS & GAIN 3328.331 3438.647 TOTAL SENSIBLE 25517.2 46421.73 LATENT GAINS PEOPLE N/A 1375 VENTILATION N/A 2346 TOTAL LOAD 25517.2 50142.73 4 DESIGN CRITERIA BUILDING DESIGNATION L NONE BUILDING CODE SBC-97 CLASSIFICATION ENCLOSED LIVE LOAD FRAMES12.0 PSF LIVE LOAD 20.0 PSF SECONDARY SNOW LOAD 0.0 PSF WIND LOAD 100 MPH IMPORTANCE 1 A SEISMIC 0.05 Av VELOCITY SEISMIC 0.05 Aa ACCELERATION DEAD LOAD 2.91 PSF COLLATERAL LOAD 0.0 PSF I SPECIAL LOADINGS : NONE FOUNDATION DESIGN • STEEL BUILDING SYSTEMS, INC. IS NOT RESPONSIBLE FOR THE DESIGN, MATERIALS, AND WORKMANSHIP OF THE FOUNDATION`. ANCHOR BOLT PLANS PREPARED BY "SBS" ARE INTENDED TO SHOW ONLY LOCATION, SIZE, AND PROJECTION OF ANCHOR BOLTS. "SBS" IS RESPON - SIBLE FOR PROVIDING THE LOADS IMPOSED BY THE BUILDING(S) ON THEFOUNDATION. IT IS THE RESPONSIBILTY OF THE CUSTOMER TO ENSURETHATADEQUATE -PROVISIONS ARE MADE FOR FOUNDATION DESIGN. PLANS REVIEWED CITY OF SANFORD 9. 9 AJI REVISIONS 0] z 131 4] 51 w o o 05 8OLp2iW c!) z Z 5 25 ® Lu Ca- C Coo W A cm. T 0W LIL 0m W Lu O cm JOB Ito: 99-01-021 OAM 02-09-1999 ME saw NONE a. 1 I O I Y1 D t0 r-- O O N 0 0 N t0 t0 Q O PLANS REVIEWED CITY OF SANFORD O 0 L_ 25' 0 26' 0 26' 0 I 26' 0 I 25' 0 130' 0 NOTE: ALL TAIL DIMENSIONS ARE FROM EDGE OF SLAB. CJ O N 0 0 CV t0 c0 0 REVISIONS 0] Z 3] 141 51 uj L CC u gL U: Cl LU 3 t» LU amo®r r J 0 a N 0 . W Ul sp O 3 N IL Jw NO: 99-01-021 02-08-1999 eY : ME mmz NONEI TTrtz A BOLT PLAN Numom E DETAIL AO 0 V LOCATION 0 USE (2) 1 /2 x 12 A/BOLTS o. o 1 2 AI(1TC. OnCITIVC OCAPTInKIC AOr I Ir] AAIM -rn TI Ir 1 rrT REACTI N (KIPS) DESCRIPTION SUPPORT HORIZ VERT 1 1.OD+1.OL 1 7.79 14.11 1 1.OD+1.OL 2 7.79 14.11 2 1.OD+1.OW C1 1 8.51 13.01 2 1.OD+ 1.OW C 1 2 2.47 8.88 3 1.OD+1.OW C2 1 6.66 6`.70 3 1.OD+1.OW C2 2 62 2.57 4 1.OD+1.OZ 1 1.52 2.75 4 1.OD+1.OZ 2 1.53 2.76 5 1.OD+ 1.OS 1 1.52 2.75 5 1.OD+ 1.OS 2 1.52 2.75 6 1.OD+ .5S+ 1.OW C1 1 8.51 13.01 6 1.OD+ .5S+1.OW C1 2 2.47 8.88 7 1.OD+ .5S+ 1.OW C2 1 6.66 6.70 7 1.OD+ .5S+1.OW C2 2 62 2.57 8 1.OD+1.OS+ .5W C1 1 3.69 5.47 8 1.OD+1.OS+ .5W C1 2 67. 3.41 9 1.OD+1.OS+ .5W C2 1 2.76 2.31 9 1.OD+1.OS+ .5W C2 2 26 25 10 1.OD+1.OS+ 1.OZ 1 1.52 2.75 10 1.OD+1.OS+1.OZ 1 2 1.53 1 2.76 QTY DESCRIPTION PROJECTION IN 8 AB.5x 12 1.50 20 AB. 63x12 1.50 32 AB.75x 12 00 DETAIL H] 1-1/2" 1-1/2" in Z O F- o LOCATION USE (4) 3/4 x 12 A/BOLTS DETAILF 1' 0" N z NO Q U O J USE (2) 5/8 x 12 A/BOLTS PUNS REVIEWED CITY OF SANFORD T- A/BOLT PROJECTION USE (2) DETAIL® is 0„ N N 5/8 x 12 A/BOLTS REVISIONS z 131 4, 151 uj C 8 8 .0 Howw 5coW® 0® La a o N LL. LU L ca WLu CO3 w N M dae rro 99-01-021 autrE 02-08-1999 ME NONE A BOLT DETAILS Whom 3 3 1 1 P-2 I I I P-3 P-1 EP1 EP1 III 97P1 1 1. 3 3 III P-3 I I I P ^2 PURLINS OC1 CA\/C C'Ml ll'Q AC-' 1 EPI EAVE STRU' a Q 0 PURLIN ENDWALL CONNECTION DETAIL FOR FRAME LINE 1 IS ROOF01 PURLIN ENDWALL CONNECTION DETAIL FOR FRAME LINE 6 IS ROOF01 PURLIN FRAME CONNECTION DETAIL AT FRAME LINE(S) 2- 51S ROOF04 EAVE STRUT ENDWALL CONNECTION DETAIL FOR FRAME LINE 1 AS ROOF06 EAVE STRUT ENDWALL CONNECTION DETAIL FOR FRAME LINE 6 IS ROOF06 EAVE STRUT FRAME CONNECTION DETAIL AT FRAME LINE(S) 2 - 5 IS ROOF05 LONGITUDINAL BRACING DETAIL DESIGNATIONS a = CBLO1 b = CBL01 c = CBL01 26' 0 0 CITY PART MARK DESCRIP LENGTH LEFTRIGHT- LAP 4 CB1 CBL .25 30' 2- 9 16 4 CB2 CBL .25 32' 2-15 16 10 EP 1 8 ES 14 25' 11- 1 2 16 P-1 8Z25 16 28' 0 11 11 16 P-2 8Z25 16 29' 0 33 16 1 P-2 BZ25 16 29' 0 33 16 P-3 BZ25 16 1 30' 0 11 33 16 P-3 I BZ25 16 30' 0 1 33 11 SECTION LAP AT SUPPORTS LAP INDICATOR LAP LENGTH FT & IN 1 1' 0 2 2' 0 3 3' 0 PLANS REVIEWED CITY OF SANF®R, REVISIONS i] 2 4] 151 Al cc uj rcCL8®w oaH-3 z_9 -5 M ® u Lu e a 2 11 P U. wo C W ui N wa NO 99-01-021 LATE : 02-08-99 By: ME wiLE NONE 1 ROOF FRAMIN pp U i CABLE DETAIL C131-01 OLUMN OR AFTER HILLSIDE CABLE INSTALLATION DETAIL DETAIL ROOF05 2) 11M.5x1.0 I SAVE STRUT COLUMN — MAINFRAME] EAVE STRUT CONNECTION AT MAINFRAME DETAIL ROOF01 1 t of]PURLIN 4x2x`14AN RAKE ANGLE] to 016, (2) .5x1.0 RAFTER ENDWALLSINGLEOR DOUBLE CEE] [BYPASS] PURLIN TO ENDWALL RAFTER DETAIL ROOF06 EAVE STRUT RAFTER ANY TYPE EAVE STRUT CONNECTION AT ENDWALL DETAIL ROOF04 LAP 8)M.5x1.0 Ci T i PURLIN PURLIN RAFTER MAINFRAME] PURLIN CONNECTIONS AT MAINFRAME PURLIN 210„ O i0 Oi Oi RAFTER FLANGE MAINFRAME] ( 2 BRACEE M.5x 1.0 FLANGE BRACE DETAIL PLANS REVIE 2 CITY OF SAFUR , REVISIONS s] 131 41 5] Lua® co) r- U. Lu ®® cc IL 8 inLu 0 z_25 CC®w w o co W a4 cm W r W L6 Wnai N a. tort doe No 99-01-021 WE : 02-09-1999 ME wAu NONE ME PROOF DETAILS NuMm: 20 of 8 I t` 0 N O 3) o 5 o V b b G-3 G-4 G-4 G-4 G-3 C-1_ C-1 C-1 — C-1 a a O O 1 I1I O N O 26' 0 26' 0 26' 0 130' 0 GIRT CONNECTION DETAIL FRAME LINE DESCRIPTION 1 SW01 6 SW01 2 —5 SW04 SECTION LAP INDICATORS O O G O I I il 26' 0 a 0 N YQTARK PART M DESCRIP LENGTH LEFT LAP IGHT P 4 CB3 CBL .375 32' 9— 5 8 4 G-3 8Z25 16 27' 0 11 4 G-3 BZ25 16 27' 0 11 8 G-4 8Z25 15 28' 0 11 11 3 FG1 8Z25 16 O'11— 1 2 3 FG2- 8Z25 16 0'11— 1 2 4 FG3 8Z25 16 9' 11— 1 2 3 FG4 BZ25 16 15' 3— 3 4 11 3 FG5 BZ25 16 15' 3— 31 4. 11 4 J-1 SC35 14 19' 3— 1 2 2 H-1 8C35 16 8 C-1 I 8C35 16 25' 11— 1 2 2 C-2 8C35 16 14' 3— 1 2 2 C-3 1 8C35 16 0'11— 1 2 SECTION LAP AT. SUPPORTS LAP INDICATOR LAP LENGTH FT do IN 2 2' 0 3 3' 0 a LONGITUDINAL BRACING DETAIL DESIGNATIONS a = CBL01 b = CBL01 26' 0 26' 0 26' 0 130' 0 SIDEWALL AT B GIRT CONNECTION DETAIL FRAME LINE DESCRIPTION 1 SW01 6 SW01 2 —5 SW04 PLANS REVIEWED CITY OF SANFORD (0 1 r% REVISIONS 21 131 41 5] U 0 0L 8®_w 0 w u, 8 CY Qx N c; U VLjL W w j r o O 2 N IL JOB NO 99-01-021 DAM: 02-08-1999 ME BovE NONE T=: S FRAMING Nunn: O DETAIL C131_01 DETAIL SW01 DETAIL SW04 DETAIL F002 IRT DEPTH i IQ ENDWALL CABLE r [BYPASS] COLUMN MAINFRAME] COLUMN GRIP COLUMN OR RAFTER o., o [SINGLE OR DOUBLE CEE] 8)M.5x1.0 2) H.5x1.25 o SILL IF REQ'D) o o; (2) M.5x1.0 o i.o o EYE-80LT JAMBk- HILLSIDE 3x304AN a-.- °i ° ; 2) A8.5x12 CORNER ANGLE] GIRT GIRT LAP GIRT SIDEWALL BYPASS] SIDEWALL BYPASS] CABLE INSTALLATION DETAIL SIDEWALL GIRT TO CORNER COLUMN GIRT CONNECTIONS AT MAINFRAME FRAMED OPENING JAMB 1 "SD SCREW DETAIL F005 DETAIL F006 BASE ANGLE) EACH GIRT) EAVE STRUT) 2) M.5x1.25 SW GIRT EAVE STRUT GIRT IF REQ'D] 3x3x14AN 2) M.50.0 o JAMB JAMB o 0 2) M.50.0 4-__ o, 2) H.5x1.25 o HEADER GIRT Ew GIST PLANS REVIEWED CITY OF SANFORD CORNER ANGLE DETAIL SIDEWALL FRAMED OPENING JAMB GIRTS TO JAMB if ! REVISIONS I] 21 131 4) 51 Q Ldin0 ton N LL uj ® a) Vow Hr00CD z d U 5 co o vim•-® p, a N 4' V_ LLL LN co) wwn l rjQ N N IL Joe No 99-01- 021 a 02- 09- 1999 By . ME acruE NONE nn. E S W DETAILS NUM M : 30 (OF 37' 7- 5/16 ER1L 6 I 8035C12 1.00/ 12 w EW 1 RAKE ANGLE EW 16 U Q o w o z N stir 7-4CC-5j[ N 1 17' 6 37' 7- 5/16 ® ENDWALL RAFTER ER1R 6 LENGTH 8035C12 PART MARK RAKE ANGLE 1 J DESCRIPTION Z Q w o z o 0 tV0 C-5 C-4 4 5 7' O 1 -7' a FNnWAI I AT FRAUD I IAIG a QTY MARK DESCRIP LENGTH 8 G-1 8Z25 16 16' 9- 1 2 8 G-2 BZ25 16 19' 1 1- 1 2 4 C-4 8C35 16 16' 9- .1 2 4 C-5 8C35 16 19' 1 1- 1/ 2 SWL = LEFT SIDEWALL SWR = RIGHT SIDEWALL ENDWALL COLUMNS PART MARK LLOCATION LENGTH DESCRIPTION TOP OF COL BASE OF COL GIRT TO COL EC11- 6 1 18' 8-11 Zl6 8035D14 EW07 EW02 EW27 IC2-6 2 20' 1- 3 16 8035D14 EW07 EW09 EW30 IC3-6 3 21' 9- 3 16 8035D14 EW07 EW09 EW30 IC4-6 4 1 20' 1- 3 16 8035D14 EW07 EW09 EW30 EC1R 6 5 1 18' 8-11 16 8035D14 I EW07 IEWO2 EW27 37' 7- 5/16 37' 7- 5/16 ER11- 1 ER1R 1 8035C12 EW16 8035C12 RAKF ANGLE, RAKE AAwr_i c- I I I i 1 1 17' 6 20' 0 20' 0 FNnWAl I AT FRAUD I INF 9 ENDWALL RAFTER LENGTH PART MARK w nFcrQioTinti w o z of O o U cV J ENDWALL COLUMNS PART MARK LOCATION LENGTH DESCRIPTION TOP OF COL BASE OF COL GIRT TO COL EC1R 1 1 18' 8-11 16 8035D14 EW07 EW02 EW27 IC2-1 2 20' 1- 3 16 8035D14 EW07 EW09 EVV30 IC3-1 3 21' 9- 3 16 8035D14 EW07 EW09 EW30 IC4-1 4 201- 3 16 8035D14 EW07 EW09 EW30 EC1L 1 1 5 18' 8-11 Zl6 1 8035D14 EW07 EW02 IEW27 REVISIONS 21 31 4] 5] W 0 n IL WOI. 8_3 Ho0WZ Z- a: ® O ga. Ifn F al a co X OVN v- r I UJILL ca lr. W W ca JWNo: 99- 01-021 o 02- 08-1999 ME aauE NONE THE: E W FRAMING G V DETAIL EW02 ENDWALL GIRT BASE PLATE DEPTH ENDWALL BYPASS] 2A 08 TS 2» COLUMN SIDEWALL GIRT EDGE OF DEPTH SLAB SIDEWALL BYPASS] DOUBLE CEE CORNER COLUMN DETAIL EW09 ENDWALL GIRT BASE PLATE DEPTH ENDWALL BYPASS] 2A /08.TS 2„ COLUMN DETAIL EW30 GIRT 2) M.5xl.0 COLUMN DOUBLE CEE] EDGE OF SLAB DOUBLE CEE INTERIOR COLUMN ENDWALL BYPASS] ENDWALL GIRTS TO INTERIOR COLUMN DETAIL- EW27 GIRT 2) M.Sx 1.0 ENDWALL BYPASS] COLUMN O 0 DOUBLE CEE] -'---' ENDWALL GIRT TO CORNER COLUMN DETAIL EW07 RAFTER SINGLE OR DOUBLE CEE] 2) H.5x1.25 COLUMN ANY TYPE] CEE RAFTER / COLUMN CONNECTION REVISIONS W 2 131 141 s in W Ho 8 ve I R Lu L e a i al N Lu W wLu IL JOB NO 99-01-021 o 02-09-1999 By ME NONE E W DETAILS Nun : 4D (OF 34' 10-1 2______ 34' 10-1 2 46-9/1 4 6-9 16 32' 1 32' 1 FB1 FB2 F83 FB4 F85 FB6 86 85 B4 B3 B2 B1 0 00 Lo O-Lj ,n _ o N O O t 37' 6 37' 6 I CONNECTION TABLE JOINT PARTMARK DEPTH THICKNESS BOLT QTY DESCRIPTION 1 MFC 1 1' 0 0.1345 4 AB.75x12 3 MFC 1 2' 0 0.1345 8 H.75x2.5 3 MFB 1 2' 0 0.1875 5 MFB 1 2' 0 0.1345 1 8 --rH.75x2.5 FLANGE BRACE TABLE PARTMARK LENGTH PLACEMENT QTY/FRAME QTY/BLDG FB 1 2' 1 1— 3/ 4 NS/FS 4 16 FB 2 2' 1 1— 3/ 4 NS/FS 4 16 FB 3 2 1 1— 3/ 4 NS/FS 4 16 FB 4 2' 1 1— 3/ 4 NS/FS 4 16 FB 5 2' 1 1— 3/ 4 NS FS 4 16 FB 6 2' 1 1—_ 3/ 4 NS FS 4 16 O in co Lo O o N O cn r-- O REVISIONS l1 21 131 41 151 ui r- LLig r ®® 8 u.®®w 0 0_ zU.5 cc® UJI Vi P e P a N CL: r WLL a: wLto) v- JOB NO 99-01- 021 o 02- 08- 1999 By ME Bra NONE m=: CROSS SECTION Numm : 5 © F vp REVISIONS 51 z1 37 41 5] fig 8 W 0 2Zz2. Lu C e a e A tl raj Y wN W W N 3: JOB No 99-01-021 oaE 02-08-99 fff ME NONE mIZ: ROOF PANELS MULE R r OPEN FOR OWNER'S BLOCK SIDEWALL AT A r cn OPEN FOR OWNER'S BLOCK SIDEWALL AT B M c0 O) O M t0 0 O M cfl O O O O c0 M O rn c0 M O O) cp N N N N PO N N N N M C r r r r r O .O C r OPEN FOR OWNER'S BLOCK ENDWALL AT 6 M 10 rn O M c0 O Q r7 co rn O O rn co M O a) to M O rn ca M O O Q r r- N r r r -- r r r- r r r r N N 0 o r r r OPEN FOR OWNER'S BLOCK ENDWALL AT 1 f 1 REVISIONS l] 21 3] 4] 5] Uj cv RE W 0 0 z s2 Fc®w Lu a w UJM W W- w I cm cm CL i W«O: 99-01-021 ARE 02-09-1999 ME wAE NONE mom: WALL PANELS u x 7 ®F 8 GUTTER 0 ul BASE TRM 0 BASE TRM HEAD TRM HFAn TRM BASE TRM H 0 SIDEWALL AT B f`I 17TC0 d o a 0 a 0 a 0 0 V) p BASE TRM RAKE TRM PEAKBOX BASE TRM ENDWALL AT 6 RAKE TRM SIDEWALL AT A z x 0 U PEAKBOX _ z elf U V) 0 REVISIONS l1 2 l 41 51 uj LLI C7 IL8aw i CC o QCdui y as O a OD OD N LLI LL W C3 q. Ww i4c CD IL JOB NO: 99-01-021 onE 02-09-1999 By : ME sauE NONE mIE: TRIM DETAIL Num3m WALL PANEL ROLL CAULK 7/8-LAP SCREW ROOF PANEL (24'ON CENTER) O/S CORNER TRIM RAKE TRIM 7/8-LAP SCREW 24"ON CENTER) RAKE TRIMT7/8-LAP SCREW N"', ® 24'ON CENTER) WALL PANEL WALL PANEL PEAK BOX O/S CORNER DETAIL PEAK BOX DETAIL RAKE TRIM DETAIL ROOF PANEL I/S CLOSURE IF UN -INSULATED) 7/8-LAP SCREW 24' ON CENTER) WALL PANEL WALL PANEL GUTTER I/S CLOSURE FLUSH WITH ANGLE SD SCREW IF UN -INSULATED) ON CENTER) X' BOTTOM OF ° BASE TRIM GUTTER AND FOLD TABS INTO D'SPOUT HEAD TRIM DOWNSPOUT WALL PANEL NOTE: INSTALL GUTTER STRAPS 3V ON CENTER. NOTE: INSTALL D'SPOLIT STRAPS 5V ON CENTER. BASE TRIM DETAIL HEAD TRIM DETAIL AT HEADER GUTTER DETAIL GUTTER RAKE TRIM HEAD TRIM 1'SD SCREW 12' ON CENTER) RAKE END HEAD TRIM 1'SD SCREW7r LWALL PANEL 24' ON CENTER) WALL PANEL GUTTER END RAKE END DETAIL HEAD TRIM DETAIL AT JAMB HEAD TRIM DETAIL AT SILL REVISIONS 5] s] 41 51 Q cc woo 8 w 0 z SZ5 Cc®w vd s LLB P a NC5 V 5 8 Lw.Vn[ 0 vJ W`j1 l Q N r jw NO : 99-01-021 WE 02-09-1999 er . ME sru e NONE TRIM DETAILS NUMER : an O 8 i 4 0 K11 E. 19 CITY OF SANFORD BUILDING DEPARTMENT SUBMITTAL REQUIREMENTS FOR COMMERCIAL BUILDING PERMIT 1. Two (2) complete sets of plans and drawings to scale and to include; a. Site plan approved by Planning & Zoning and City Commission b. Boundary and building location survey C. Foundation plan d. Floor plan 1. Room or space identification 2. Indicate room dimensions 3. Specify door and window dimensions and types 4. Indicate tenant separation and fire resistant walls. Complete UL design noted. e. Four (4) or more elevations including finish floor(s) elevations. f. Structure details -signed and sealed by engineer g. Architectural drawings signed and sealed by architect h. Electrical drawings -signed and sealed by engineer, if over 600 amps i. Mechanical drawings -signed and sealed when 15 tons or more and/or 5,000.00 j. Plumbing drawings -signed and sealed, shall comply to Florida Handicap Code. 2. Plans shall show: a. Square Footage b. Type of construction c. Occupancy classification (group) d. Occupant load e. Sprinklers, standpipes and alarm systems f. Fire protection requirements & NFPA requirements g. Life safety Code 101 3. Three (3) sets of Florida Energy Forms 40OD-97 signed and sealed by architect or engineer. 4. Arbor permit when trees are to be removed from property. Contact the City Engineer for details regarding the Arbor Ordinance and permit. 5. Soil analysis may be included on site plan or foundation 6. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. 7. Utility Letters Required Inspections During and Upon Completion of Construction. 1. Footer 2. Underground electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab 5. Lintels -tie beams -columns -cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tenant separation/firewall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical final, and plumbing final 14. Building final 15. Other DATE g ' 99 SIGNATURE By Owner. or Authorized Agent) r `: CITY OF SANFORD INSPECTIONS DIVISION COMMERCIAL REVIEW COMMENTS NEW CONSTRUCTION PROJECT: Al,a.1 MereJ k/41te 0(j3-e, DATE: lo'-. 3o f499ADDRESS: A70-,,c SANFORD, FL CONTRACTOR: Dq./e ¢ a LIC# C 6 C06063-5ADDRESS: PHONE#('9b+) 33,4 3 7 0REVIEWCOMMENTS: 1. Finish floor elevation shall be 16 inches above center line of established street or a min. of 8' above grade when property has no paved street.. City Sections 6-7. 2. Strip footers shall be continuous with 2-45 rebars for 1-story buildings, 2-story buildings shallhave3-45 rebars in footers, and #5 dowel at each corner. Size footersof shall be 8" x 16" min. for a 1-story and 10" x 20" for a 2 story. 3. Mono footer/slab combination shall be 20" deep and 16" wide with 45 degree angle into 4" slab. 2-story shall be 20" deep and 20" wide with 45 degree angle into 4" slab. Reinforcementshallbeasinstripfooteralllapsamin. of 25 inches. 4• Masonry construction shall have a min. of 145 rebar in lintel course or tie beams. Verticaldownrodsshallbe #5 rebar with 24" bend tied to lintel rebar and min. of 25" lap at eachdowelandtied. XS. Means of egress shall comply to Chapter 10, 1997 S.B.C. 6•. Means of egress and illuminations shall comply to section 1016.1, 1016.2, and 1016.3ExitSigns) 1997 S.B.C. 7. All corridors shall be a minimum of 44", Table 1004, 1997, S.B.C. 8• All restrooms shall comply to 1997, H.C.F.S. 553, Part 5. 9 Interior finishes shall comply to Chapter 8, Table 803.3, 1997, S.B.C. 10. All electrical wiring service and fixtures shall comply to 1996 N.E.C. and Notice Lamendments. 11. All plumbing shall comply to 1994, S.P.C. and 1997 F.S. 553, Part 5 FloridaAccessibilityCode 12• All mechanical equipment & duct systems shall comply to 1997, S.M.C. and 1997FloridaEnegryCode. X13. Firewalls or tenant separations shall comply to Sec. 413.3 & Table 704.1 & 704.1.41997S,B.C. All rated wall pentrations shall be sleeved and fire caulked. 14• Stairs shall comply to Section 1006,1007,1007.1.2,1007.3,1007.4,1007.5,1007.5.3,1007.6, 1007.7,1007.8,1008.6, & 1015, 1997 S.B.C. 15. Shall comply to 1994 N.F.P.A. -1. eVN 16. Shall comply to Life Safety Code 101,1994. 17, Final grading inspection needs to be done after final grade but prior to final landscaping. Reviewed By: CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE #: 407-302-1091 DATE: U?qq PERMIT #: BUSINESS NAME: f C Gt% 1 i4'6 — ADDRESS: 2%Z • ENGH Ave PHONE NUMBER: ( Y'j 36 - ffZ 2 ac4S C-jcP)eISS PLANS REVIEW 0-- TENT PERMIT BURN PERMIT REINSPECTION TANK PERMIT FIRE SYSTEM AMOUNT $ D COMMENTS: SG 4PP4 Fees must be paid to Sanford Building Department, 300 N. Park Avenue, Sanford, Florida. Phone # 330-5656. Proof of payment must be made to Sanford Fire Prevention before any further services can take place. Aze2dA' Sanford Fire evention I I certify that the above information is true and correct and that I will comply with all applicable codes and ordinances of the City of Sanford, Florida. 4 / plicants Signature I 9/ 2 7 7of CITY OF SANFORD MECHANICAL APPLICATION PERMIT NO. (00- [A-0-DATE: U / THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING MECHANICAL EQUIPMENT: OWNER'S NAME V7/T/Q ea ADDRESS OF JOB *2- 7- ry MECHANICAL CONTRACTOR: %CG Q/rl l nA RESIDENTIAL COMMERCIAL t-,- Subject to rules and regulations of Sanford Mechanical Code Valuation: Application Fee: $10.00 Total By Signing this application I am stating that I am in compliance with City of Sanford Mechanical Code. 2/cl e Applicant Signature CZ! 06,2??2 States License# r-- 111897 3 v LIMITED POWER OF ATTORNEY I hereby name an appoint of F,1- in fact to act for me and apply to a at a location described as: Section Lot / Block n7 i n,L. / 1 and to si my f // Date: / to be my lawful attorney ad'/ U for permit for work to be performed Township Range Subdivision 22 j ( Address of Job) " 12P—(fq // / -? / OL4t' J / /Ic Owner of Propertyand Address lame and do all things necessary to this appointment. r, l Type or Print name of fled Contractor and License #) R6 d' 6k,-eI4 Signature of Certified Contractor) Acknowledged: Sworn to and subscribed before me this I,- Day of A.D.fq Notary Public, State of FloridaENOtCary LOP,IA B'JRK-E Seal uo;;c - s-ate of P:nrida ss or =xc 'es :c, 2001 iss or tir`,.7.,nMy Commiss'io Expires:9 .., 2 7/4, / r"' CITY OF SANFORD PLUMBING APPLICATION PERMIT NO. c7 DATE THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING PLUMBING: 3 OWNER'S NAME: ADDRESS OF JOB: 2 PLUMBING CONTRACT ! "ES. N-RES-4— Subject to rules and regulations of Sanford umbing Code By Signing this application I am stating that I am in compliance with City of Sanford Plumbing Code. a f Applicant Signature State License# OF VOIA rumnRy 19, 14 fMIT 11"noW UkkUy 1:11=1`0 1 60'1 1 QQ r IQ AM a X19 ARINCTIONU 06 Wavifycl VC 1 11 1 pho ON) Shis: .10 131 n - 1 PeMQUAn WKily i V I I. f 044 5104 A?KIWFV F4 Al jN11-11)) PoRk OWNER HANFr miscy l-ji-Righ kFAi T Why) I j I y ; 011, AUDlJFGqg INYO BRI[SfUlk PARK 11 wrld. lUT-IT p5mv;: Tool 01410 E=IFS. FORK 11. L nill PART' i 10 UYU U!"Vign <tv(),000 :15' 1YMLl9f3 ( TIVIVE FOCISAL AAAK D05ST!"F110143 unlAfy" f 140 PIXG Qh hJUIP CIP0 A NIA103. PH ILA liq N:: 40 A . HA 17 TD 1 (11 y nz. V TH MF 7 1 PIT I f V000 A I M,NY h! it LT 114 YCA H; 1 3 AD T I I T Y FCC Th V FF E. &ANA. 2n C I Qi, 4 =HUY DlP- n a I 11xv rhjdxo*-. ( 40: "QW1150 111,11 THIS Is A OUGF:1111111 CC FIFE 14W LNUU, 11h I 01DAII-ly, C(NAQ 1 0"!, 1,0/ol 1 i 10i'lod., 6AhU)C', , TMILI 11vt 001 in A. r f P. rVEK 1}1.Q f AV) f TOYAI I Fin (54 TIA 1 fill 011 it. I UA + 0141* v; 100 am III foAqpf D IHAJ I,( jqjf3jr1j) (IF DIF 6=01&5, it! (vow 1, lull OF evAy 10 UCE ADOX pool Y1,01 hTATF M F :01 XQ 114, 0 by VILA& A INIT-1 RAI !:[J-AV -,T 1,014111JAI 0AYS OF Till: WAV:1011i QcGtRATURIK DIAlU ABOVP YAJV 1R)y LA VETO ri to I 1114 f It TLAI V I W - 0 " , - 1.11 0 C; F: 11* 1 *'Y , 11 1r, "'IF, CAW f0l, FTIV RF vil, 91 iT 1; F WA U.1 7 1 11 RUIP 1 LRQqpljpj I Ty 1 14 1 A M jN i Y lion) ISAA A U VH A F IRA. - 1611+ 0 fjoh FAUNHA AFITALS MAY yo, 19 CAG 10 1 v (W to CH R A to v, i i,ii- i 'r mv,i i iit I A r Q pi by F TO Uot 5101 v M-1*1 `'; Avit k4a, IT. 327v I ; 121-1130, kxl 7156 " vAyllryll 11iol" D FE MAQQ Ills 17TTY of: SA1111011) 10AYNIAlf Ids{410 vc Ely (vacy cNe MlEy In"llwinj Alvin 1111TAX 1114AVIAKS 1 rk . CCA [14TVN 111f if it Q A IF 1 L4, R 1 ClIfy (q -To W. 140T Tcx: e`dNlf P I Hi- i r- 1 KIN1011 fir Ull r0p I AV f AT YIV7 hVIT03%, -043 1"'If" YOU'! 1` 1: Ily Yil U;-)V %V:) ppimyl W Iflb' P11+M1: 116 lz*;i("ili.11",.*'I'tlf,.. 31A,Q A'UOVL 10 1317JAIL. OF* CALCUtATION AVAILABLF', UPMl Rlv':1lff GT. CnLL 321-1t30,X7356. DESIGN CRITERIA BUILDING DESIGNATION NONE BUILDING CODE SBC-97 CLASSIFICATION ENCLOSED LIVE LOAD 1 12.0 PSF FRAMES LIVE LOAD 1 20.0 PSF SECONDARY SNOW LOAD 0.0 PSF WIND LOAD 100 MPH IMPORTANCE 1.0 SEISMIC 0.05 Av J VELOCITY SEISMIC 0.05 Aa ACCELERATION DEAD LOAD 1 2.91 PSF COLLATERAL LOAD 0.0 PSF SPECIAL LOADINGS : NONE t FOUNDATION DESIGN • STEEL BUILDING SYSTEMS, INC. IS NOT RESPONSIBLE FOR THE DESIGN, MATERIALS, AND WORKMANSHIP OF THE FOUNDATION. ANCHOR BOLT PLANS PREPARED BY "SBS" ARE INTENDED TO SHOW ONLYLOCATION, SIZE, AND PROJECTION OF ANCHOR BOLTS. "SBS" IS RESPON - SIBLE FOR PROVIDING THE LOADS IMPOSED BY THE BUILDINGS) ON THEFOUNDATION. IT IS THE RESPONSIBILTY OF THE CUSTOMER TO ENSURE THAT ADEQUATE PROVISIONS ARE MADE FOR FOUNDATION DESIGN. fi REVISIONS 5] s] 131 4] 5] C3 O LL 8pW 10 0 z U d co cd 0 co tt9 A 4 P co w v L LL cc W W Q cm tV jw no 99-01-021 GAM 02-09-1999 ME NONE nnE : DESIGN nun : OF a O D CO O O N O O N I 1' .0 I 25' 0 j.. 26' 0 I 26' 0 I 26' 0 25' 0 NOTE: ALL TAIL DIMENSIONS ARE FROM EDGE OF SLAB. O O N I REVISIONS l s 131 141 51 u ui 8 0 U. L M ELI 8 J 0 d N N c): qp P IU qp !L G w. 0 v W W Q U) - N IL W 160 : 99-01-021 am: 02-08-1999 ME tVONE A BOLT PLAN Nunn 9 ®F i I _ DEfAIL A O 4 LLOCATION 0 USE (2) 1 /2 x 12 A/BOLTS REACTION KIPS) DESCRIPTION SUPPORT HORIZ VERT 1 1.OD+1.01- 1 7.79 14.11 1 1.OD+1.OL 2 7.79 14.11- 2 1.OD+ 1.OW C1 1 8.51 13.01 2 1.OD+ 1.OW C 1 2 2.47 8.88 3 1.OD+ 1.OW C2 1 6.66 6.70 3 1.OD+1.OW C2 2 62 2.57 4 1.OD+ 1.OZ 1 1.52 2.75 4 1.OD+ 1.OZ 2 1.53 2.76 5 1.OD+ 1.OS 1 1.52 2.75 5 1.OD+1.OS 2 1.52 2.75 6 1.OD+ .5S+1.OW Cl 1 8.51 13.01 6 1.OD+ .5S+ 1.OW C 1 2 2.47 8.88 7 1.OD+ .5S+1.OW C2 1 6.66 6.70 7 1.OD+ .5S+1.OW C2 2 62 2.57 8 1.OD+ 1.OS+ .5W Cl 1 3.69 5.47 8 1.OD+1.OS+ .5W Cl 2 67 3.41 9 1.OD+1.OS+ .5W C2 1 2.76 2.31 9 1.OD+ 1.OS+ .5W C2 2 26 25 10 1.OD+1.OS+1.OZ 1 1.52 2.75 10 1.OD+1.OS+1.OZ 2 1.53 2.76 QTY DESCRIPTION PROJECTION IN 8 AB.5x 12 1.50 20 AB.63x12 1.50 32 AB.75x12 2.00 DETAIL HD 1-1/2" 1-1/2" I Z O o LOCATION USE (4) 3/4 x 12 A/BOLTS DETAIL© 1' 0" N Z N O Q U O J USE (2) 5/8 x 12 A/BOLTS T- A/BOLT PROJECTION DETAIL® 13 oil x N Z cV O I U O USE (2) 5/8 x 12 A/BOLTS REVISIONS l 131 141 151 L uj cL8 MulCDz8®w E]a: Z 5 cc 0 K a CMi to 0 Lu z w N cn WLU c v- ca N (L W doe No 99-01-021 am: 02-08-1999 ME NONE A BOLT DETAILS Numm : // p { 9A V per_. 1 I 3 3 1 1 1 1 EP1 I I I FP13 III Co, III 3 3 PURLINS EP1 I I I FP? SAVE STRUTS: Zb- U 26" 0 na' n I I ,_ I a o 0 PURLIN ENDWALL CONNECTION DETAIL FOR FRAME LINE 1 IS ROOF01 PURLIN ENDWALL CONNECTION DETAIL FOR FRAME LINE 6IS ROOF01 PURLIN FRAME CONNECTION DETAIL AT FRAME UNE(S) 2- 5 IS ROOF04 SAVE STRUT ENDWALL CONNECTION- DETAIL FOR FRAME LINE 1 IS ROOF06 EAVE -STRUT ENDWALL CONNECTION -DETAIL FOR FRAME LINE 6 IS ROOF06 SAVE- STRUT FRAME CONNECTION DETAIL AT FRAME LINE(S) 2 - 5 IS ROOF05 LONGITUDINAL BRACING DETAIL DESIGNATIONS o = CBLO1- b = CBLO1 c - CBL01 r 26 0 .1. 26 40 o OTY PART MARK DESCRIP LENGTH LEFT LAP IGHT- 4 CB1 CBL .25 30' 2- 9 16 4 CB2 CBL .25 32' 2-15 16 10 EP1 8 ES 14 25'11- 1 2 16 P-1 BZ25 16 28' 0 11 11 16 P-2 BZ25 16 29' 0 33 16 P-2 SZ25 16 29' 0 33 16 P-3 8Z25 16 30' 0 11 33 16 P-3 I 8Z25 16 30' 0 33 11 SECTION LAP AT SUPPORTS LAP INDICATOR LAP LENGTH FT & IN 1 1' 0 2 2' 0 3 3' 0 S: REVISIONS Ell s1 131 E41 E51 ujRo IN 1 W 0 Z zsu. 25 W ® w 5 (A 6maw- 8 0 T a r LLL 8 is Wu U) N IL am No 99-01-021 om : 02-08-99 ME SCAM : NONE ME ROOF FRAMIN sawn p V DETAIL C131-01 CABLE NEYE-BOLT COLUMN OR RAFTER HILLSIDE CABLE INSTALLATION DETAIL DETAIL ROOF05 2) M.5x 1.0 EAVE STRUT i EAVE STRUT CONNECTION AT MAINFRAME DETAIL ROOF01 PURLIN is 013 ft. o - o : 4x2x 14AN RAKE ANGLE] C (2) .5xl.0 RAFTER SINGLE' OR ENDWALL DOUBLE CEE] [BYPASS] PURLIN TO ENDWALL RAFTER DETAIL ROOF06 EAVE STRUT RAFTER ANY TYPE EAVE STRUT CONNECTION AT ENDWALL DETAIL ROOF04 LAP B)M.5xl.0 O Oi Ot o 10 oo PURLIN PURLIN RAFTER MAINFRAME] PURLIN CONNECTIONS AT MAINFRAME PURLIN 250" o to of o RAFTER FLANGE MAINFRAME] ( 2 BRx2xACE o M.5x 1.0 FLANGE BRACE DETAIL REVISIONS s 31 41 5] WRO co cm wo® o dw ME i 089M w arc® w Z coo W 0 P 8 a4 cy 4- Q- cri co w LL ccW` j CY CL Cy3 Joe No 99- 01-021 am: 02- 09-1999 er : ME sau. E NONE ME r ROOF DETAILS NUMM 20 ® F 8 E i O1 22 3 44 5O i lil I!I I!I i!I ( 0 N O b b G-3 G-4 G-4 G-4 G-3 C-1 C-1 C-1 a p C-1 O N O J_ 26' 0 y. 26' 0 26' 0 130' 0 GIRT CONNECTION DETAIL FRAME LINE DESCRIPTION 1 SW01 6 SW01 2 -5 SW04 O O O O li i1i III SECTION LAP INDICATORS O 1 26' SIDEWALL AT B GIRT CONNECTION DETAIL FRAME LINE DESCRIPTION 1 SWO1 6 SW01 2 -5 SW04 iF 0 b N OTY PART MARK DESCRIP LENGTH LEFT- LAP IGHT- P 4' CB3 CBL .375 32' 9- 5 8 4 G-3 8Z25 16 27' 0 11 4 1 G-3 8Z25 16 27' 0 j11 8 G-4 8Z25 18 28' 0 11 11 3 FG1 8Z25 16 0'l1- 1 2 3 FG2 BZ25 16 0' 11- 1 2 4 FG3 8Z25 16 9' 11- 1 2 3 FG4 8Z25 16 15' 3- 3 4 . 11 3 FG5 8Z25, 16 15' 3- '31 4 11 4 J-1 BC35 14 19' 3- 1 2 2 H-1 8C35 16 100 8 C- i 18C35 16 25' 11- 1 2 2 C-2 18C35 16 14' 3- 1 2 2 C-3 18C35 16 1 O' 11- 1 24--1 SECTION LAP AT SUPPORTS LAP INDICATOR LAP LENGTH FT & IN 1 1' 0 2 2' 0 3 3' 0 LONGITUDINAL BRACING DETAIL DESIGNATIONS a = CBL01 b = CBL01 REVISIONS I] 21 131 4] 5] WRO LL8. c 8 CL LLI C9 0 Z LL 2 Lu ca LLD r CY x N uJ LL c W w r JOB ND 99- 01-021 cm: 02- 08-1999 Br . ME BONE NONE mta t S FRAMING WLIMWR: DETAIL CBLO1 DETAIL SW01 DETAIL SWO4 DETAIL F002 IRT DEPTH ENDWALL BYPASS] CABLE COLUMN MAINFRAME] . COLUMN COLUMN ORNEYE—BOLT o o [SINGLE OR DOUBLE CEE] 8)M.5x1.0 2) H.5x1.25 0 RAFTER IFSREQ'D) 2) M.5x1.0 o :0 o JAMB HILLSIDE 3x3x14AN o i0 - of o i 2) AB.5x12 CORNER ANGLE] GIRT LAP GIRT - GIRT SIDEWALL BYPASS] SIDEWALL BYPASS] CABLE INSTALLATION DETAIL SIDEWALL GIRT TO CORNER COLUMN GIRT CONNECTIONS AT MAINFRAME FRAMED OPENING JAMB 1° SD SCREW DETAIL F005 DETAIL F006 BASE ANGLE) EACH GIRT) C EAVE STRUT) 2) M.5x1.25 SW GIRT EAVE STRUT GIRT IF REQ'D] o - - o 3x3x14AN 2) M.50.0 *! of JAMB JAMB , C 2) M.5x1.0 I---- o 2) H.5x1.25 0 HEADER GIRT EWGIRTCORNER ANGLE DETAIL SIDEWALL FRAMED OPENING JAMB GIRTS TO JAMB REVISIONS s7 2 131 4] 51 QQ mppp w Q`_) 8 V W C7® Z_ U. LIlJ w C u,® ch QwwN y.. V co 0. N V W W N roe NO 99- 01-021 DAM 02- 09-1999 er : ME scaeF NONE mE: S W DETAILS Mum3m : SIM OF 0 37' 7— 5/16 37' 7— 5/16 ER1L 6 FR1R R ENDWALL RAFTER LENGTH PART MARK w DESCRIPTION J Q W of N0 U t QTY MARK DESCRIP LENGTH 8 G-1 8Z25 16 16' 9— 1 2 8 G-2 8Z25 16 71 19' 1 1— 1 2 4 C-4 1 8C35 1'6 16' 9- 1 2 4 C-5 8C35 16 19' 1 1— 1/ 2 SWL = LEFT SIDEWALL SWR = RIGHT SIDEWALL FNnWAI I AT FRAMF IMP R ENDWALL COLUMNS PART MARK LOCATION LENGTH DESCRIPTION TOP OF COL BASE OF COL GIRT TO COL EC1L 6 1 18' 8-11 16 8035D14 EW07 EW02 EW27 IC2-6 2 20' 1— 3 16 8035D14 EW07 EW09 EW30 IC3-6 3 21' 9— 3 16 8035D14 EW07 EW09 EW30 IC4-6 4 1 201— 3 16 8035D14 EW07 EW09 EW30 EC1R 6 5 1 18' 8-11 Zl6 8035D14 IEW07 IEW02 A EW27 37' 7 5/16 ER1L 1 Rnlgr17 1. 00/ 12 - 0 z o 04 q 0 C V) 04. 37' 7— 5/16 ER1R 1 nnzrlrIn FNnWAI I AT FRAMP' I IMP 1 QENDWALL RAFTER LENGTH PART MARK UJ DESCRIPTION Z Q— T zw a z cf- a 0NUJ ENDWALL COLUMNS PART MARK LOCATION LENGTH DESCRIPTION TOP OF COL BASE OF COL GIRT TO COL EC1R 1 1 18' 8-11 16 8035D14 EW07 EW02 EW27 IC2- 1 2 20' 1— 3 16 8035D14 EW07 EW09 EW30 IC3- 1 3 21' 9— 3 16 8035D14 EW07 EW09 EW30 IC4- 1 4 20' 1— 3 16 8035D14 EW07 EW09 EW30 EC1L 1 5 18' 8-11 16 8035D14 EW07 IEW02 IEW27 v7/ 99 REVISIONS l] 21 3] 41 Ld O LL Ll8 Q V y _ OW LJA 0 cc Lu iico V1, 93 e h W X N wLL UJ c LU LL g 0 aeNo 99-01- 021 ONE: 02- 08- 1999 ME NONE TME: E W- FRAMING Numm : k OF 8 DETAIL EW02 ENDWALL GIRT BASE PLATE DEPTH ENDWALL BYPASS] 2A/BOS,TS 2„ COLUMN SIDEWALL GIRT EDGE OF DEPTH SLAB SIDEWALL BYPASS] DOUBLE CEE CORNER COLUMN DETAIL EW09 ENDWALL GIRT BASE PLATE DEPTH ENDWALL BYPASS] 2A%BOB TS 2„ COLUMN EDGE OF SLAB DETAIL EW30 GIRT 2) M.5x 1.0 COLUMN DOUBLE CEE] DOUBLE CEE INTERIOR COLUMN ENDWALL BYPASS] ENDWALL GIRTS TO INTERIOR COLUMN DETAIL EW27 GIRT — 2) M.5xl.0 COLUMN DOUBLE CEE] ENDWALL BYPASS] ENDWALL GIRT TO CORNER COLUMN DETAIL EW07 RAFTER SINGLE OR DOUBLE CEE] 2) H.5xl.25 COLUMN ANY TYPE] CEE RAFTER / COLUMN CONNECTION REVISIONS M 2 31 41 rc u U. ca 0. a: 8 w 6 ZQu3m 0a:dw WaLug P RX 4 d O P o r ` zLLa: a is W Lu o o cmIL W. JOB NO: 99-01-021 OQE 02-09-1999 ME s uF NONE E W DETAILS Nina 4D (OF A e 34' 10-1 2 34' 10-1 2 416_91 4 6-9 16 32 1 32' 1 FB5 FB686 B5 FB1 FB2 FB3 FB4 B4 B3 B2 B1 S8 37' 6 _ _ 37' 6 CONNECTION TABLE JOINT PARTMARK DEPTH THICKNESS BOLT QTY DESCRIPTION 1 M FC 1 1' 0 0.1345 4 AB.75x 12 3 MFC 1 2' 0 0.1345 8 H.75x2.5 3 M FB 1 2' 0 0.1875 5 MFB 1 2' 0 0.1345 8 H.75x2.5 FLANGE BRACE TABLE PARTMARK LENGTH PLACEMENT QTY/FRAME QTY/BLDG FB 1 2' 1 1- 3/ 4 NS/IFS 4 16 FB 2 2' 1 1- 3/ 4 NS/FS 4 16 FB 3 2' 1 1- 3/ 4 NS/FS 4 16 FB 4 2' 1 1- 3/ 4 NS/FS 4 16 FB 5 2' 1 1- 3/ 4 NS/FS 4 16 FB 6 1 2' 1 1- 3/ 4 NS FS 4 16 REVISIONS l] 2) 131 41 151 ui O w w a: Q 8 VOW 0Ho 9 g2 w W p. P 8 n a O owN n Cc JOB No: 99-01- 021 m4m: 02- 08- 1999 ME NONE CROSS SECTION Nuuetx O V REVISIONS I] 2] 1.1 4] 151 fig Lu Lu 88®W 0 rd5. W y gncoW® 8 V- a N qq /v— W I LU ICc II` W W01 L JM No : 99-01-021 MCE : 02-08-99 er . ME rx.E NONE WME : ROOF PANELS rwwe : ooff r ®r V OPEN FOR OWNER'S BLOCK SIDEWALL AT A OPEN FOR OWNER'S BLOCK SIDEWALL AT 8 M ca rn O M co rn O M c0 O O O rn c0 M O rn ca M 0 O r r N N N N M M N CV CN N_ r Q] (O M C O r r r r r r r r r r r r r r- r r r r .0 O O r r r r r r r r OPEN FOR OWNER'S BLOCK ENDWALL AT 6 M cD I rn. O M co rn O M to O O O rn co M O rn w M O rn O M O N N N N M PO N N N N OPEN FOR OWNER'S BLOCK ENDWALL AT 1 l REVISIONS Ili 21 131 41 5] g 8aW 010 Z g2 co cd Meng mx 211 cm coU0U. C4 W W j JW no 99- 01-021 am: 02- 09-1999 By . ME E NONE TMZ: WALL PANELS Mum3m : 7 ® 0 a_ V) 0 GUTTER 0 CL N BASE TRM CL 0 BASE TRM HFAn TRM HFAn TRM BASE TRM f-- Lf n SIDEWALL AT B M ITTFR 0 0 0 0 n o 0 0 BASE TRM RAKE TRM z Of 0 U W 11-1 PEAKBOX BASE TRM ENDWALL AT 6 RAKE TRM SIDEWALL AT A PEAKBOX REVISIONS Ell s 131 4] 51 woo 88<0w Z g Farx w co L r® e P a N w ca wnLu H Q N a C, JWNO: 99-01-021 02-09-1999 BY; ME suu NONE ME: TRIM DETAIL MUM: a WALL PANEL ROLL CAULK 7/8"LAP SCREW ROOF PANEL (24"ON CENTER) 0/S-CORNER TRIM 7/8-LAP SCREW 24°ON CENTER) RAKE TRIM RAKE TRIMd7/8"LAP SCREW 3 24"ON CENTER) WALL PANEL WALL PANEL PEAK BOX O/S CORNER DETAIL PEAK BOX DETAIL RAKE TRIM DETAIL ROOF PANEL I/S CLOSURE IF UN -INSULATED) 7/8'LAP SCREW 24. ON CENTER) WALL PANEL WALL PANEL GUTTER I/S CLOSURE - FLUSH WITH ANGLE SO SCREW IF UN -INSULATED) 12° ON CENTER) X' BOTTOM OFGUTTR BASE TRIM AND FOLD TABS ENTO D SPOUT HEAD tRihll DOWNSPOUT WALL PANEL NOTE: INSTALL GUTTER STRAPS 3V ON CENTER. NOTE: INSTALL D'SPOUT STRAPS 5V ON CENTER. BASE TRIM DETAIL HEAD TRIM DETAIL AT HEADER GUTTER DETAIL GUTTER RAKE TRIM HEAD TRIM 1-Sp SCREW 12 ON CENTER) RAKE END HEAD TRIM 1'SD SCREW WALL PANEL 24° ON CENTER) WALL PANEL GUTTER END RAKE END DETAIL HEAD TRIM DETAIL AT JAMB HEAD TRIM DETAIL AT SILL A. REVISIONS Ell 2 4] 51 WOO co 8 o W o 089Z 5&dw W MsLug r T a UJ0W o CDco W Lu f JW mo 99-01-021 ave 02-09-1999 er : sr c ME NONE 7mZ : TRIM DETAILS Mumm : BD ®F a OF SUSNERS d T EXT — 5' a i I 4 19 48 9 F5. 34.3:2 Affidavits. The building official may accept a:. sworn affidavit from a registered architect or engineer stating that the plans submitted conform to the technical codes. For buildings and structures, the affidavit shall state that the plans conform to the laws as to egress, type of construction and general arrangement and, if accompa- nied by drawings, show the structural design and that the plans and design conform to the requirements of the tech- nical codes as to strength, stresses, strains, loads and sta- bility. The building official may without any examination or inspection accept such affidavit, provided the architect or engineer who made such affidavit agrees to submit to the building official copies of inspection reports as inspec- tions are performed and upon completion of the structure, electrical, gas, mechanical, or plumbing systems a certifi- cation that the structure, electrical, gas, mechanical, or plumbing system has been erected in accordance with the requirements of the technical codes. Where the building official relies upon such affidavit, the architect or engineer shall assume full responsibility for the compliance with all provisions of the technical codes and other pertinent laws or ordinances. 104.4 Issuing permits 104.4.1 Action on permits. The building official shall act upon an application for a permit without unreasonable or unnecessary delay. If the building official is satisfied that the work described in an application for a permit and the contract documents filed therewith conform to the requirements of, the technical codes and other pertinent X laws and ordinances, he shall issue a permit to the appli- cant. 104.4.2 Refusal to issue permit. If the application for a permit and the accompanying contract documents describ- ing the work do not conform to the requirements of the technical codes or other pertinent laws or ordinances, the building official shall not issue a permit, but shall return the contract documents to the *ith-kris efusal to issue such permit refusal shall, when requeste e in writing shall contain the reason for refusal.... IOX4.3 Special foundation permit. When application for permit to erect or enlarge a building has been filed and pending issuance of such permit, the building official may, at his discretion, issue a special permit for the foundation only. The holder of such a special permit is proceeding at his own risk and without assurance that a permit for the remainder of the work will be granted nor that corrections will not be required in order to meet provisions of the technical codes. 104.4.4 Public right of way. A permit shall not be give b e building official for the construction of any b ' d- ing, or e alteration of any building where build ing is to be cha affect the exte- rior walls, bays, balconies, or other appendages or projec- tions fronting on any street, alley or public lane, or for the placing on any lot or premises of any building or structure removed from another lot or premises, unless the appli- 104.3.2 - 104.6.3 cant has made application at the office of the director of public works for the lines of the public street on which he proposes to build, erect or locate said building; and it shall be the duty of the building official to see that the street lines are not encroached upon except as provided for in Chapter 32. 104.5 Contractor's responsibilities. It shall be the duty of every contractor who shall make contracts for the installation or repairs of building, structure, electrical, gas, mechanical or plumbing systems, for which a permit is required, to comply with state or local rules and regulations concerning licensing and inspections which the applicable governing authority may have adopted. 104.6 Conditions of the permit 104.6.1 Permit intent. A permit issued shall be construed to be a license to proceed with the work and not as author- ity to violate, cancel, alter, or set aside any of the provi- sions of the technical codes, nor shall issuance of a permit prevent the building official from thereafter requiring a correction of errors in plans, construction, or violations of this code. Every permit issued shall become invalid unless the work authorized by such permit is commenced within 6 months after its issuance, or if the work authorized by such permit is suspended or abandoned for a period of 6 months after the time the work is commenced. One or more extensions of time, for periods not more than 90 days each, may be allowed for the permit. The extension shall be requested in writing and justifiable cause demon- strated. Extensions shall be in writing by the building offi- cial. 104.6.2 Permit issued on basis of an affidavit. Whenever a permit is issued in reliance upon an affidavit or whenever the work to be covered by a permit involves installation under conditions which, in the opinion of the building official, are hazardous or complex, the building official shall require that the architect or engineer. who signed the affidavit or prepared the drawings or computa- tions shall supervise such work. In addition, they shall be responsible for conformity with the permit, provide copies of inspection reports as inspections are performed, and upon completion make and file with the building official written affidavit that the work has been done in conformi- y with the reviewed plans and with the structural provi- ions of the technical codes. In the event such architect or engineer is not available, the owner shall employ in his stead a competent person or agency whose qualifications are reviewed by the building official. 104.6.3 Plans. When the building official issues a permit, he shall endorse, in writing or by stamp, both sets of plans Reviewed for Code Compliance." One set of drawings so reviewed shall be retained by the building official and the other set shall be returned to the applicant. The permit drawings shall be kept at the site of work and shall be open to inspection by the building official or his autho- rized representative. STANDARD BUILDING CODE®1997 R 07/29/1999 08:23 9047344066 BUILDING EXPRESS PAGE 01 Angelo Reali d/b/a Auto Club 609 W. 27`h St. Sanford , Fl. 32773 JUI% 23__ DATE: 3 G Tony VanDerworp, City Manager City of Sanford via: HAND DELIVERY 300 North Park Avenue Sanford,Fl 32771 RE: ESTOPPEL LETTE Name of Project: 6e C c7 12e, ; ,1 Permit Application Number: This ESTOPPEL LETTER is provided to the City of Sanf d for reliance upon by the City of Sanford and as the basis for the issuance of Permit No. LI-1-%% 7for the following work: 4S'i-e1 C- A e- Name of the Owner)G E 20. 1 hereinafter referred to as the "Owner", recognizes that issuance of Permit No will be made with numerous limitations as more particularly set forth herein. The owner recognize that this approval does not exempt us from complying with any applicable building codes, land development regulations, Comprehensive Plan requirements, or exempt our site or budding(s) from any applicable development regulations. By issuing Permit No. I f-a-7?`N e City does not guarantee approval of any other development orders or development permits. The Owner ackno ledges and agrees that no Certificate of Occupancy will be issued by the City for the SM e AIL. - - until all required land development approvals have been obtained and all required improvements have been installed, inspected and authorized for use by the City. The Owner hereby grants the City the right to deny use of the 1 for occupancy until all of the above -referenced project is in compliance with all applicable development regulations. The Owner hereby agrees to indemnify and hold the City and its officers, employees and agents harmless for any and all losses, damages, injuries and claims in any way relating, directly or indirectly, to the permitting or construction of the above -referenced project or Tony Va erwo Kr),City Manager Date: Page 2 the issuance of Permit No. v'—' ' 1 ? Th Owner also agrees to the following as additional conditions for Permit No. ' a Thy e:X s. n! r K sawav b ! H . ® L V .G'6G i+' H. G o YB CC1 'U 1.!/ f ^1 vG c GLf RS / rJ'N YfJ s CJ ~G - rFG7 / O (V Q OI 1 The Owner hereby agrees to disclose the contents of this document to any and all of our successors in interest, contractors, sub -contractors and agents. The undersigned further warrants that he or. she is authorized to bind the Owner and has been duly authorized to sign this document. WITNESSES: r nf7a t u r e i Mt rte ioted/Typed Name STATE OF FLORIDA COUNTY OF SEMINOLE OWNER) 1,04 / A J Si natur A-K) Cie It) 21 Printed/Typed Name OLJ A CA Title The foregoing instrument was acknowledge before me this h day of M9 , by lo Ke.tiAl as for who is personally known to me or who produced their Florida Driver's License as identification. Rom- o o© -3q -3_? 1 Notary Public PrintName: < ` Rum b I 15 MyCommissionExpires: rrp` ARLENE K. RUMBLEY qy: MY COMMISSION # CC 821908 n EXPIRES: Jun 26, 2003 1- WO-3-NOTARY Fla. Notary Service 8 Bonding Co. CITY OF SANFORD FIRE DEPARTMENT 1303 South French Avenue Sanford, Florida 32771 407) 302-1091 (407) 302-1097 FAX Plans Review Sheet Date: June 2, 1999 Business Address:2702 S. French Ave. Occ. Chap. 26, 29 Business Name: Spec/office Ph. Contractor: Bldg. Express, Inc. Ph. 904 738-1922 Reviewed Reviewed with comment Rejected [ *X) 7 Reviewed by: Bart Wright, Fire Protection Inspector Comment: Application is incorrect. Type of construction is not metal. 1.1 Application — New building 1.2 Mixed - N/A 1.3 Special Definitions - N/A 1.4 Classification of Occupancy — New Business/Storage 5 Classification of Hazard of Contents — Ordinary for both at time of plans review. Sp contents are unknown for storage. This classification_ could change subject to further Ibrior to or after certificate of occupancv.F 1.6 Minimum Construction — N/R by code; applicant submitted type IV up. 1.7 Occupant Load — 1/100 for business (for egress capacity); limited to maximum number of persons expected for operation for storage occupancy. 2.2 Means of Egress Components - O.K. 2.3 Capacity of Egress - O.K. 2.4 Number of Exits - O.K. 2.5 Arrangement of Egress - O.K. 6 Travel Distance - O.K. as shown, notwithstanding location of storage (not shown); authority reserves the right to reevaluate once storage is in place. Storage may corn common oath of travel limits and further require additional exits 2.7 Discharge from Exits - O.K. 2.8 Illumination of Means of Egress - O.K. 2.9 Emergency Lighting - O.K.; will field verify 2.10 Marking of Means of Egress - O.K. for all uses; will field verify 2.11 Special Features - None rioted 3.1 Protection of Vertical Openings — None noted 3.2 Protection from Hazards — Business is, by construction note, separated by 4 hour construction from the storase use fbuildinu is unsminklered) - 3.3 Interior Finish - Class "C" 3.4 Detection, alarm and Communications Systems — N/R 3.5 Extinguishing Requirements — 1 x 2AlOBC portable fire extinguisher for the business office. 3.6 Corridors - N/A 4 Special Provisions - None noted 5 Building Services - No comment 5.1 Utilities 5.2 HVAC 5.3 Elevators, Escalators, Conveyors (4A-47) 5.4 Rubbish Chutes, Incinerators, and Laundry Chutes Sanford City Code - Chapter 9 Fire Sprinklers: *Not required by presence of 4 hour rated wall reducing square footage. below 8,000 sq. ft. in each section. Applicant must provide a 4 hour U.L. wall detail, showing allowances for two 3'0' x 6'8" opening or demonstrate acceptable wall_desig per Standard Building Code prior to permit being issued. Monitoring: N/A Other: NFPA 1 3-5.1 Fire Lanes — Required if bldg. is more. than 1S0' from roadway 3-6.1 Key Box required; will field locate 3-7.1 Bldg. Address Number Posted and Legible -