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Home My WebLink About1511-0140lolkatA K 5A &t SC, All APPLICABLk INFO MUST BE C wir-LETED FOR APPLICATION TO BE ACCEPT _`a.,, Date: Permit Number: aW NZze p,rir, � r Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial _L Residential PERMIT APPLICATION FOR: Address:y 7 7 T.- r , U5 ( . ,'l `f f;3iv _ p' Legal Description: " tF' �� 3 3 35� qO / � Pa�t'a,' AJ 315 p Cho U t0F2 �(� IV o Property Tax ID #: �1 /-7 49 006-7 60 Lot No. Site Plan Name: :1 /fit / ��j �( 0e(y Q'!L2ge Block No. Project Name: Setbacks Front a V_(5Back: — Right Side: Left Side: Additional worK to ne pertormea unaer tnis permit — cnecK a _Mechanical _ Gas Tank _ Gas Piping Electric _ Plumbing _ Sprinklers a piy: 1. Shutters ,Generator K Windows/Doors Roof Total Sq. Ft of Construction: Sq. Ft. of First Floor: Cost of Construction: $® Utilities: _Sewer Septic.. Building., Height: gk.w �' °r5 '.. 4 ' 3 x3 ,,^£T -;# A 45 4 >'' OWNERjLESS.EE _ ��, ¢CONTRACTOR,, R� i Address �lt��`°� 'F�IVi�' Com anrt � C' erA City: —.. 11 State: _ -_Address: :33I :i u �:r�Se a' _,. Zip Code: J��i J Fax: City: w'-+e State: Phone No. Z' .5 (Cl ` ?J' �IL'1 Zip Code: 3�Yt; Fnax: E-Mail: X�u�j� e.0"CA37 •�C.1 Phone No �� P3 7d N. Fill in fee simple Title Holder on next page (if different " E-Mail from the.Ovvner listed above) State or County License CF6' /aS SPQR" N If value of construction is 2500 or more, a RECORDED Notice of Commencement is required. 1 SUPP�LEMENTALCONSTRUCTI 'LIEN LACK [NFO'RJUj`ATaION x` _ 4�s u' DESIGNER/ENGINEER:! _ Not Applicable MORTGAGE COMPANY: Not Applicable Name: We air_ _ Name: Address: `-f if S w B t l�recos� T ST /V Address: City: State: City: State: Zip: 3 ' Phone Zip: Phone: FEE SIMPLE TITLE HOLDER: _ Not Applicable BONDING COMPANY: _Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will aut4orize the.permit holder to build the subject structure is Home Owners Association rules, bylaws or and covenants that may restrict or such which -in conflict with any applicable prohibit structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and -accessory uses to another non-residential use 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 jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording our Notice of Commencement. Signature o Owner/ Less a/Agent Signature of Contractor/Li ense Holder STATE OF FLORIDA COUNTY OF �. Lu c_(�- STATE OF FLORID , COUNTY OF The forgoing instrument was acknowledged before me The forgoing instrum nt was cknowledged jefore me this day of 0 C �� , 201S by this day of Ygrr � 20,1 by bav--�IvWl (Name of pers n acknowledging) (Name of person ac<no le g (Signature of No ary Public- State of Florida) (Signa No y. Pu/blic- lorida ) / Personally Known OR Produced Identification Personally Known Y OR Produced Identification Type of Identification Type of Identification ; :�;,„, L WHITE '- ' Produced GINGER P HE d ' = = TER � 9310N # FF196574 •�' y COMMISSION # F Commission No. rF C(2- ~a� ••• .; EXPIRES 11, 2019 $7�99d�1ssion No.r � ' �ry EXPIRES August 25 N07139e o:3s y., iwrkiat�otaryServbe.wR 2019 norkMOW Safte REVIEWS FRONT ZONING 'SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE / COMPLETED Rev. 7/2014 PLANNING AND DEVELOPMENT SERVICES DEPARTMENT Building and Code Regulations Division 2300 Virginia Ave Fort Pierce, FL 34951 772-462-1553 APPLICATION FOR ZONING COMPLIANCE — BUSINESS (Not in home) Name of Business: Aucx otrvnm.. M Ari lsic Type and description of business: m1ty-11JE �S\ . Scv--V `C-F� t 51kLE5 _ Number of Employees / Number of Parking spaces available for business S Address of Business: ?i-1�1� %k-) • US HVJ�/ '� �-{� T- 0L :� L FL Zip �� Name of Shopping Center, if applicable: Name of Applicant: Mailing Address:,I bJ ?�L—y Contact Phone: -772-S �'1 �1 � Email: iC (_y"cika—k - ue-\— 0 Property Tax ID #: (Available from the Property Appraiser's Office) 1 t iM - 1 Z-0 - 6 b 61 - D 0 U-1 Is this a restaurant? Yes NozIf yes, will alcohol be served? Yes _ No Comply with distance req: Yes — No - If yes, need a copy of License from ATF Is this a conditional Use? Yes /No If yes, please attach Conditional use document with conditions of approval. I understand it is my responsibility to contact the Fire Department prior to the issuance of the Zoning Compliance. This application certifies that the property on which the above described business will operate is properly zoned for that purpose pursuant to applicable county land development code. -- 1-11-\1 Applica 's Sign ture Date Please Print Name OFFICE USE ONLY Zoning: Land Use: C-0 'V SIC Code: Landscaping Req.: Yes/No; Parking Req: Yes/No Notes: Name & type of previous business: Site Plan Name: Verify if proposed use triggers a "Change in Occupancy"? Yes/No; Building permit needed: Yes/No PDS Staff Revised 5/28/2015 Date PERMIT # � J &/0 ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 29442 State of Florida Certification Number (If applicable): S&W Electric Inc EC 13006897 have agreed to be the (Company Name/Individual Name) Electric Sub -contractor for (Type of Trade) (Primary Contractor) For the project located at X7.7 57 /v US / (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDv (No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) NOTARIZED SIGNATURES ARE REQUIRED Business Name: Address: 501 West Coker Road City/State/Zip: Ft. Pierce FI 34945 Phone: 772-464-6466 email: stuboutelectric@aol.com Lawrence Stubbs SIGNATURE PRW NAME DATE STATE OF FLORIDA, COUNTY OF THE FO GOING INSTRUMENT W G ,,,.ZED BEFORE ME THIS DAY OF , 2oZb BYS WHO IS PERSONALLY KNOWN OR HAS PRODUCED AS IDENTIFICATION. t _ 40—��-r (STAMP) SI OF NO LIC PRINT NAME OF NOTARY PUBLIC SLCPDS:08/06/2014 � y,, ;'"�P&";; LISA L WHITE "y COMMISSION # FF198574 EXPIRES February 11, 2019 :0-:.;: ..:.1i53 FloridallotaryService.eor Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave Fort Pierce, FL 34982 772-462-2165 Fax 772-462-6443 Request for 30-Day Temporary Power Release Date: �'��''l Permit Number: Project Address: 9-7 -Zl THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EXCEED THIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARATION FOR A FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THE REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS: 1. This temporary power release is requested for the above stated purpose only, and there will be no - occupancy of -any type, other.:than that permitted by construction during this time period. 2. As witness by our signatures; we hereby agree to abide by all terms and conditions of this agreement, including Building Division Policy, which is incorporated herein by reference. 3. All conditions and requirements listed in the attached document entitled "Requirements for 30 Day Power for Testing have been fulfilled and the premise is ready for compliance inspection. 4. Alt requests for an extension beyond 30 days must be made in writing to the Building Official stating the reason for the request. Power may be removed from the site and/or a Stop Work Order issued if the Final .Inspection has not been approved within 30 days. A fee of $100.00 will be required to lift the Stop Work Order. WE HEREBY RELEASE. AND AGREE TO HOLD HARMLESS, ST. LUCIE COUNTY, AND THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAIMS OF ANY TYPE OF NATURE WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS TRANSACTION, INCLUDING ANY DAMAGE WHICH MAY BE INCURRED DUE TO THE DISCONNE ON OF ELECTRICAL POWER IN THE EVENT OF VIOLATION OF THIS AGREEMENT. OWNER S GNATURE DATE GENE DATE DATE PLANNING AND DEVELOPMENT SERVICES 'DEPARTMENT • Building and Code Regula tions Division 2300 Virkinia,Ave F60.Pierce, . FL 34951 Ct,: 772462-4553 97a1 APPLICATION FOR ZONING'COMPLIANCE —BUSINESS (Not in home) Name ofBusiness Type.qud descripti NnmW of Employees/ Number ofParking Re 2il bl ,'For b - luess A Address of Business:: #J Name, of.Sho'ppidgUenter, if a pplkabW Fame of Applicant: Mailing Address: t,�, +4i cA �k t...' 0"4 LJ Cofitact,Ph6ne: Email,:. tliu Property Tax -IO.:#: '(Available from the-•P I ropertyAppraiseris Offlce) 0 w Is this. a. r.estaurant9 Yes :7r-ves., Eyes, will -alcohol lie. served? Yes No Comp!yWith distance reqtNes No If yes, need a, copy of License from ATF Is this a,ioAditional Use? Yes - /No— If yes,, please attach. Conditional use document, with conditions of approval. I understand It is myr'repponWbilitylq contact the, FireDepprtinen(ptibi to the issuance of he. Zoning Compliance. This application certifies that the property on which the Above,desciriWd business. will operate. is properly zoned for thatp4rpose pars 'i Z�oyIn development code. AlipUcant';r Signature Date PlOakeTridt Name Zoning:, Land Use: SIC Code: e: Lands6apin e Notes: 1q. 1q. q; Parking Req: Name& ty.p, f r, sous business: . P , P.. .. , .1 : 'Site Plan Name: Verifyifproposed use trjggers a "Q -0,d�upanq�'T Yes/No;'B'ildifi perrnitneeded: Yes/No . T "Change in. u ng W� Revised'5/128/201.5 Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave Fort Pierce, FL 34982 772-462-2172 Fax 772-462-6443 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT PERMIT #: i 11 01 d BUILDER/CONTRACTOR: jj PEST CONTROL CONTRACT PEST CONTROL LICENSE # JOB ADDRESS: 2:2:2E JU GC 5 1-�, �L✓a} -, Fdrfp e,re M CAA C- We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance with the standards of the National Pest Control Association. Square feetaf area treated: �! Percentage of solution: D� Date of Treatment: I �� Footing 1st Treatment Re -Treat Driveway 1st Treatment Re -Treat Other 1st Treatment Re -Treat Chemicals used: l 715 k r Total gallons used: J Time of Treatment: Slab �Treatment Re -Treat Pools 1st Treatment Re -Treat Perimeter for Final Inspection 4� ignature of Exterminator Date Note: There must be a completed form for each required treatment or re -treatment and this form must be on the job site to be picked up by the inspector at time of each inspection or the scheduled inspection will fail and a re -inspection fee charged. FBC104.2.6 Certificate of Protective Treatment for prevention of termites A weather resistant jobsite posting board shall be provided to receive duplicate Treatment Certificates as each required protective treatment is completed, providing a copy for the person the permit is issued to and another copy for the building permit files The Treatment Certificate shall provide the product used, identity of the applicator, time and date of the treatment, site location, area treated, chemical used, percent concentration and number of gallons used, to establish a verifiable record of protective treatment. If the soil chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. St Lucie County requires for the final inspection for CO, a Permanent Sticker to be placed on the electrical panel box cover, listing all the treatments and dates of applications. Revised 7/24/2014 C�gf7� Permit No. State of Florida County of St. Lucie NOTICE OF COMMENCEMENT Tax Folio No. /cf,37 /";Lt7 P®0 - A90 I+ The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes the following information is provided in this Notice of Commencement. Legal Des59ption of Property: (and street address if available ?�. ! % �/1t'► � 3 0 General description of improvement:__ ©3Y Owner information or Lesseg�rnf rmatio Z�me jadress Interest in property:.L Name and address of fee simple titleholder Contractor's Name: Contractor Address: e Lessee contracted for the improvement: different from Owner listed above): Phone Number: Surety (if applicable, a copy of the payment bond is attached): Amount of bond: $ Name and address: Phone number: Lender Name: _ Lender's address: Number: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Sect 713.13(1) (a)7., Florida Statutes: 1 ;0OT(Ac- M;0Fa0 000Zm v�sr= we G)Zwo m mwn• 00) Fn PD�O-1 omoZ= N c -4n cn r w� m '~ z N � wo O 4 o g 2 m m � z n 0 c n O c Name: - . - -� Phone Number: Address: I I In addition to himself or herself, Owner designates of Lienor's Notice as provided in Section 713.13(1) (b), Florida Statutes. Phone number of person or entity designated by owner: I to receive a copy Oruic Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowledge and belief. Owner or Lessee, or Owner's or Lessee's Authorized Officer/Director/Partner/Manager LE 3a—r� (Signatory's Title/Office) The foregoing instrument was acknowledged before me this :5 day of n 0y , 20 5 By 70S-P-nh as for Name Jf Person Type of authority (e.g. officer, trustee) Party on beh7or whom instrument was executed �/ r_ p',_ ally known_ produced Identification ' ;- GINGER P RESTLIffso (Signature of tary Public State of Florida) :r MY COMMISSION # FF9 (Print, Type, or Stamp Commissioned Name of No Identification produced • ,4!�� EXPIRES August 25, 20 PS (407) 39"153 FloridNlaar , �nrk o mm clerk of Court - (772)46 3928 s 201 South Indian River Dr St Lucie BI d Juanita Ave ass s - N � 0 Sea Avenue D ^, Oran a Ave Clerk of Court 201 S Indian River -Dr See inset below Delaware Ave 'F w ri �a E in r N R a. ►fin 3 ^ N. t N Virginia Ave _ CO Rd OWN d O t0 CO CO M! H I "�- s. PERMIT# � ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 26901 State of Florida Certification Number(Vapplicable): CFC1428458 Lindquist Plumbing have agreed to be the (Company Name/Individual Name) Plumbing Sub -contractor for (Type of Trade) (Primary Contractor) For the project located at _� 775. IV (/,S (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, Iwill immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCbV (No. 004-06) BUSINESS QUALIFIER ` " Q (Name of the "Individual shown on the Contractor's License) NOTARIZED SIGNATURES ARE REQUIRED Business Name: Lindquist Plumbing & Supply Co., Inc. Address: 3185 Sneed Road City/State/Zip: Fort Pierce, Fl. 34945 Phone: 461-1969 email: lindquistplumbing@vmail.com Wade Case SIGNATURE PRINT NAME DATE STATE OF FLORIDA, COUNTY OF St. Lucie THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS 2.2 . DAY OF /44q Cf� , 20/4 BY Wade Case WHO IS PERSONALLY KNOWN X OR HAS PRODUCED AS IDENTIFICATION. (STAMP) Michelle Trotta �SGVOTU*REPOF &NOTAR"Y_P_U_VL14ff PRINT NAME OF NOTARY PUBLIC SLCPDS: 12/16/2013 ;'►'a'� MICHELLE TROTTA MY COMMISSION # EE869768 EXPIRES December 20, 2016 (407) 398.0153 FIorIMNoWyServwe,eorr / �r& -- 0) Y0 MIAMI-DApE MIAMI—DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)' -11805 SW 26 Street, Room 208 r BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE O . _ :„ wwwminmidadLgov/economy Trulite Glass & Aluminum Solutions, LLC L;()PY 800 Fairway Drive, Suite 200 1w Lw'E Deerfield Beach, FL 33441 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use --of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used .in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall ;not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within then jurisdiction. RER- reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series " 3000-Resistor" Aluminum Storefront/Window Wall System = L.M.I. APPROVAL DOCUMENT: Drawing No. AD11-20, titled "Resistor 3000 Aluminum Storefront Wall - LMl", sheets 1 through 11 of 11, dated 09/22/11, with revision #2 dated 02/06/15, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number'and expiration date by the Miami -Dade County Product Control Seefion. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series, and following statement: 'Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed, and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County; Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire MA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site:at the request of the Building Official. This NOA revises NOA No.14-0203.01 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No.15-0619.01 Expirliffi n ly0e. Tviercn 18,2019• --_..._._.._.__.._._ Approval Date: December 24 2015 Page I Trulite Glass & Aluminum Solutions; LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 03-121L 08) 2. Drawing No AD1120, Sheets 1 through 11 of 11, titled "Resistor 3000 Aluminum Storefront Wall - LMI", dated 09/22/11, with revision #2 dated 02/16/15, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E. B. -TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series 3000/L-3000 aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5893, dated 04/02/09, signed and sealed by Michael R. Wenzel, P.E. (Submitted tinder NOA# 09-1110.03) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation .diagram of a series 3000/L-3000 aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5416, dated 11/15/07, signed and sealed by Michael Wenzel, P.E. (Submitted under.NOA# 09-0122.06) 3. Test reports on Safety Glazing Materials per ANSI Z97.1-1984 and CPSC 16 CFR 1201 of a series 3000/L-3000 aluminum window wall system, prepared by Fenestration Testing Laboratory; Inc., Test Report No. FTL-5421, dated 10/18/07, signed and sealed by Michael Wenzel, P.E. (Submitted under NOA# 09-0122.06) 4. Test reports on: 1) Uniform Static Air Pressure Test per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum storefront system, prepared by Fenestration Testing Laboratory, Test Report No. FTL-3398, dated 12/10/03, signed and sealed by Edmundo J. Largaespada, P.E. (Submitted under NOA# 03-121 L 08) Ma Duel er , P.E. Product Contr4j.Wininer NOA No.15-0619.01 Approval Date: December 24 2015 E-1 Trulite Glass & Aluminum Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBIVIITTED B. TESTS (coNT1NUED) 5. Test reports on: 1) Uniform Static Air Pressure Test per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-33631 dated 04124/03, signed and sealed by Edmundo 1 Largaespada, P.E. (Submitted tinder NOA# 03-1211.08) 6. Test reports on: 1) Large Missile Impact Test PA 201-94 2) Cyclic Loading Test, per SFBC PA 203-94 along with marked -up drawings and -installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-3326, dated 01/09/02, signed and sealed by Luis Antonio Figueredo; P.E. (Submitted under NOA# 03-1211.08) 7. Test reports on: 1) Air Infiltration Test, per SFBC,. PA 202-94 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202-94 3) Water Resistance Test, per SFBC, PA 202-94 4) Large Missile Impact Test per SFBC, PA 201-94 5) Cyclic Wind Pressure Loading per SFBC, PA 203-94 along with marked -up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc. Test Report No.FTL-1010, dated 10/25/94, signed and sealed by Yamil Gerardo Kuri, P.E. (Submitted under NOA# 03-1211.08) .8. Test reports on: 1) Air Infiltration Test, per SFBC, PA 202-94 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202-94 3) Water Resistance Test, per SFBC, PA 202-94 along with marked -up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL 2221, dated Dec. 9, 1998, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA# 03- L211. 08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 06105115, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E. 2. Glazing complies with ASTM E1300.09 Mandel rez, P.E. Product Control Exa finer NOA No.1 .0619.01 Expiration-Dot.m. Mnreh 1R;2g1Q ~ J Approval Date: December 24 2015 E-2 Trulite GIass & Aluminum Solutions LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 2. Notice of Acceptance No.14-0423.16 issued to Eastman Chemical Company (MA) for their "Saflex B P Clear or Color Glass Interlayers" dated 06/ 19/14, expiring on 04/14/18. 3. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. for their "SentryGIas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'h Edition (2014), dated June 05, 2015, issued by MCY Engineering,. Inc., signed and sealed by Yiping Wang, P.E. 2. Statement letter of no financial interest, dated June 05, 2015, issued by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E. G. OTHERS 1. Notice of Acceptance No.14-020101; issued to Trulite Glass & Aluminum Solutions, LLC for their Series "3000 Resistor" Aluminum Storefront/Window Wall System — L.M.I., approved on 03/20/14 and expiring on 03/18/19. Manu Pe ez, P.E. Product Cont of aminer NOA No.15.0619.01 --- Approval Date: December 24 2015 E-3 i `k A0 b , Z u Gi m L c�ziLii m MI o`y o y Opp a Z. I `•' S lie p8 y o� IUD � Vl 1J /�i Fami o 4EE 'TRULR OOR RI`DOOR F ATING MMWy yl tz5 '/��/i !�' vl Q DETAILS. %-•ANCHORS TYPE A. 8 OR C 2. 3 OR 4 AT JAMB SEE SHEET B IMPACT WALL 3000/L-3000 ALUMINUM WINDOW WALL SYSTEM INSME_OR OUTSIDE GLAZED WINDOW WALL SYSTEM IS RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. THIS SYSTEM MAY BE:USED IN CONJUNCTION WITH MIAMI DADE COUNT,,' APPROVED ENTRANCE DOORS. CODE IkQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2014 EDITION INCLUDI;AG HIGH VELOCITY HURRICANE ZONE (WHZ). ULTIMATE DESIGN LOAD OBTAINED FROM ASCE 7-10, MULTIPLY BY 0.6, SHALL ',3E LESS. THAN OR EQUAL TO MAX. DESIGN LOAD IN THE DOCUMENT. WOOD!BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADSITO THE STRUCTURE ANCHORS SHALL BE AS LISTED, SPACED -AS SHOWN ON DETAILS, ANCHORS EMBEDT,IRIT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCKRING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE N)T PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY, MATERUINCLUDING BUT NOT LIMITED TO STER/MEIAL SCREWS, THAT COME INTO CONT iTIS WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2CiH14 FLORIDA BUILDING CODE SECTION AS APPLICABLE D.L OPO. SEE SHEET 3 m 11 IL V U, U1 N J_ 1 • 1 1 1 1 1 I J� 1 • MAX. TYP 4• MAX. AT HW/SILL- AT CORNERS _ I - IO R TYPE A B SOR IDE HE 4 AT EACH SIDE Of NULL SHEET 8 TYPICAL ELEVATIONS ANCHORS TYPE A. B OR C ' 2, 3 H 4 AT IA:N SINE OF MULL SEE SHEETS 6 & B ANCHORS TYPE A 8 OR C 2, 3 OR 4 AT JAMB SEE SHEET B INSTRUCTIONS: USE CHARTS As FOLLOWS. ' STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WINO VELOCITY, BLDG. HECK WIND ZONE USINO APPLICABLE ASCE 7 STANDARD. STEP 2 SEE CHARTS ON SHEET 3 FOR DESIGN LOAD CAPACITY OF DESIRED GULSS SIZE. STEP 3 CHECR LNWON CAPACITY FOR A GIVEN SPACNG AND HEIGHT USING CHARTS ON SHEET 4 THDRU 7 THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. SIEP USING CHART ON SHEET 8 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2. 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. PRODUCT COMPLIES WITH REQUIREMENTS OF' ANSI Z97.1. 4oTrul'ite. DlAS4 � A W NHYM DOLV RDN1� IIupJAvwwJnNFte.mm BOO FAIRWAY DRIVE, Suite 200 DEERFIELD BEACH, FL 33441 PRODUCT: Resistor 3000 ALUMINUM STOREFRONT WALL-LMI *Resistor PRODUCT SERIES Tev.2 2.08.16/UPDATE TO 2014 FOC ENGINEER: M MCY ENGINEERING, INC. GLAZING CONSULTANT 8501 SW 17ATH AVE. STE. 205A MIAMI, M 33183 R.. P02T1-0117 STAMP:•'.`".....,rr.r: ' •I�IyG.�)YAtIGi.P.&' . FLORIDA ;REOINiF1AT10N• CAN. 28677•. PRODUCT CONTROL APPROVAL: PRODULTREVISED ns canplyiDEvrilh me [lDlida DINlding Code AeerylleMlce ND -Olol A 1 Falpinll � 126i�j By Miemi ode tRe'. DRAWN: S.L DRAWING No: DATE: 8-22-11 1 OF 11 DWG: AD11-20 2015 i D.L.O. D.L.O. u WIDTH f rnn-- o D.L.O. WIDTH D.L.O. WIDTH , o .S �E 1 ri 1 , 0 1 1 I= I I ICJ .O.t 1 I o to d I rc ' D.L.O. D.LO.' WIDTH 2 I II — i� I I ri I c o k D.L.O. jp D.L.O. WIDTH 1= Jo ld c= -4 L J HEAT STREN'D CLASS 0.090" SAFLEX GLASS INIERLAYER BY !E49MAN CHEMICAL COMPANY I rt/4' HEAT STRE WD GLASS HEAT STREWD GLASS 0.1OW SAFLEX HP INTERIAYER I11Y '61STMAN CHEMICAL COMPANY ,-1/4- HEAT STREN'D GLASS 5 5 3 i0j 3 m m C K m O m O 0 0 1 10 9 10 GLASS TYPE 'A' GLASS TYPE 'B' GLAZING OPTIONS 9/16- OVERALL LAMINATED CLASS' ` GLASS TYPES 1 I- X. 'B' OR 'C' D.L.O. WIDTH D.L.O. WIDTH i M — -j O of= op i 1 1 ALOOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE V(3TIFIE0 BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SI4DWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. SINGLE LTIES MAY BE INSTALLED VERTICALLY AS SHOWN ABOVE OR HORIZONTALLY. FOR ALTERNATE SHAPES LIMIT MAX. LOADS TO t90.0 PSF SEE SHEET 3 FOR D.L.O. WIDTHS AND HEIGHTS USE ANCHOR TYPES A. B OR C AT 4- FROM FRAME ENDS AND 12- O.C. MAX. SPACING. z m kDOW 0 SILICONE CORNING 995 GE ULTRAGLAZE S5 TREMCO PROGLAZE ALTERNA E GLAZING DBTAIL ,F1 SILICONE SEALANT OPTIONS: (BA) DOW CORNING 995 (69) GE ULTRAGLAZE SSG4000 (610) TREMCO PROGLAZE SSG vTrufi.te HEAT STREN'D GLASS 0U189\ALV70Y1Y fiOlAIIiCR9� 0.090- KURARAY SENTRYGULS, hupjh w.Iruile.00m -INTERLAYER BY KURARAY AMERICA, INC 900 FAIRWAY DRIVE. SWLe200 DEERFIELD REACH, FL 33441 1/4- HEAT STREMO CLASS FL NO 132.81321 r.950-724-2083 PRODUCD Resistor = m 3000 ALUMINUM 5 STOREFRONT WALL-LMI 3 m TYPES OR 'C' rc — gs ALTRRNATfi GLAZING DETAIL j FOR GLAZING DETAIL 82 ONLY LIMIT MAX. LOADS TO *50.0 PSF LIMB MAX. GLASS AREA TO 29 SO. FT. oftsistor PRODUCT 511111112 • Ra%2 2.06.15/UPDATE TO 2014 FOG - ENGINEER: M MCY ENGINEERING, INC. GLAZING CONSULTANT 9561 SW 124TH AVE. STE. 205A MIAMI, FL33183 P. (305) 271-0117 ' Eme@NCY.FigNudnp�iDaol rMv, C1f mm YIPINQ - AN P •' FLORII)A:REGISTFf(I�N,: •• PE 955993 CAfN. 28677 m i 4,4 :.�•.. DEC 0" PRODUCT CONTROL APPROVAL: PRODUCTREVISE'D m Cemelvica with Gf Florida GLAZING OPTION DRAWN: S.L. DRAWING No: DATE: 9-22-11 2 OF 11 DWG: AD11-20 20Z O � 8g8S8�;', O O o e O N a m°1wo,ggqoqqqooqqo�goo�o 888$8S8eo8888 So g8$8g8gq «ciii � o g 09q o 0 0 0 0 0 Lz q ooqo00oqq�S�oS�m6�m�mwmm gq d rr r o M h Y f •'f N� b H !; A� f V 1D h N A A •f Y f N N � � �H lH913H I O 1C- $$$0088088818888o888S81888o88881008888888'$oSgB000' O O O O O O O D 0 0 0 0 0 0 0 0 0 0 gig O O O O O O O O O O O O g 0 0 0 O O O O O O O O w +� o o d g o o q o 0 d o q o o q q q o 0 0 0 0 o 6.98 e o q q $8go800$ooSdo o o d' e o d 0 0 d 0 0 d d 0 0 0 Cc;d 0 o o g q q q q q q o 8 q o d 80000 0 0 0 d d d e 8488oSSo88888888- 008888888 � q. O g q o o ^ q q o q ^ 0 0 0 ^ q g o 0 M 00,m�iDgqOqm� � m a'�D s OJ s iD Oi aa�� y� mm � 1� Gp �N m � N N m � ♦♦ O Yf m b OO�� ilf CD � ♦ 1� p �p O� N mm � S� pp ��ff b Ol N YY11 ' � yy 1� Gp Z ON q q oo 00 0 ��; 000og q0 0 00 083oS88888S ' MULLTON LOAD cAPACTCY - PSF' t J WITHOUT INTERMEDIATE HORIZONTALS• I NOMINAL DIMS. WIDTHFRAME HEIGHT WITHOUT REINFORCING E%T.(+) / INT.(-) W'CH REWORCING ER(+) / INT.(-) 54" 60" I 66" .I 72" 78" 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 874 _ 100.0 24" •j 30- 1 36" i 42' 48' 54' 60' s6" 72• 84" 87.5 100.0 87.5 100.0 17.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 85.6 100.0 81.3 100.0 78.5 100.0 , 24' 30' 38" E 42` ' 48' 54, 60" 68' 72" 90' 87.5 100.0 57.5 100.0 87.5 100.0 87.5 100.0 81.7 100,0 75.0 100.0 70.1 100.0 66S 100.0 63.9 100.0 t 24" 30' I 36" i i 42" k 43" I 54' 1 60" 1 68' 1 72" 96" 87.5 100.0 87.5 100.0 84.4 100.0 73.9 100.0 66.3 100.0 60.7 100.0 56.4 100.0 63.2 100.0 ' 50.8 100.0 t 24" i 30" • 36' 42 54- 60' 66• -, 72• '87.5 100.0 82.6 100.0 69.9 100.0 61.0 100.0 54.6 100.0 49.8 100.0 48.1 95.9 43.3 90.0 - 85.6 MULLION LOAD CAPACITY - PSF WITHOUT INTERMEDIATE HORIZONTALS NOMINAL DIMS. WITHOUT REINFORCING WITH REINFORCING WIDTH (W) E HEIGHT EXI'.(+) / INT.(-) EXT.(+) / INT,(-) 24' 30' 36" 42" 48' 54" 60" 66" 105' 85.7 100.0 69.3 100.0 58.5 100.0 51.0 100.0 45.5 94.7 41.4 86.1 38.2 79.5 35.7 • 74.3 24" 30" 35" 4Y 48' 54' SO' 114' 72.7 100.0. 58.7 100.0 49.6 100.0 43.1 89.7 38.4 79.8 34.8 72.4 32.0- 66.7 24' 30' 36' 42' 45" 54" 80' -12V 62.2 100.0 - 50.2 - 100.0 42.3 68.0 36.8 76.5 32.7 68.0 29.6 61.5 1 7:2 5&6 u W1 WIDTH (W) - Wl (JAMB) Tz OT^4 Sz IIV"3 _ D7 eY4 Sz. IN"3 ALUM 4.0975 1.8066 ALUM 1 4.1418 1 1.8138 FORMOIMMU INTERIM ATE WITHOUT REINFORCING Iz Of'4 8i OT'3 It IN•'1 IN'3 ALUM i BS717 13.779Z AL 8. 161 3.7730. FRAME JAMB INTERMEDIATE DOOR MULLION MUIUON WITH REINFORCING I . Wt W2 WIDTH (W) = W7 + W2 2 oTrulite OtA03 A ALt1tANN180 W 110N9` hllp•JAw .eu6te.0om 600 FAIRWAY DRIVE, Sulle 200 DEERFIELD BEACH, FL33441 p. GOD 43241321 L 954-7242003 PRODUCT: Resistor 3000 ALUMINUM STOREFRONT WALL-LMI *Resistor PRODUCT mCR1lC REVN DATER M I S . Revi 3.14.14/UPDATE TO 2010 ENGINEER M MCY ENGINEERING, INC. GLAZING CONSULTANT 8501 SW 124TH AVE. STE. 20M MIAMI, FL 33163 P: (305) 271-0117 Em.II:MGKF-�gN"Mn9®allnal . 'mwr31CY mo4nggom STAMP: . • :'- YIPINO'WANG. P.E •• FLORIDA RECISTRATIOR PF 559B3 CA : 2 -17 a 0l iov PRODUCT CONTROL APPROVAL: PRODUCT REVISED as wmplying wllh Rs Waddla DuildingCodc „" �_ _ . DRAWN: S.L. I DRAWING No: STEP 3: MULLION LOAD CAPACITIES I DAZE 9-22-11 • 4 OF 11 DWG ADII-20 i MULLION LOAD CAPACITY - PSF 1WITH INTERMEDIATE HORIZONTALS NOM AL DIMS.. WIDTH (W) FRAME HEIGHT WITHOUT REINFORCING EXT.(+) / INT.(-) WITH REINFORCING D(T.(+) / INT.(-) 24" 3W 36" I 42" 1 45" ! 54" - 60" ? 66" 72" j 78" . 87.5 - 100.0 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 87.5 - 100.0 82.9 100.0 75.4 100.0 89.1 100.0 24" I 30" ( 36" 42" 48" 54" } ' 60" r 66" ? 72" 84" 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 79.0 100.0 71.1 100.0 64.6 _ 100.0 59.2 100.0 24" 30" 35" 42" 48" 54" 60" 66" 72" ! 90" 87.5 100.0 87.5 100.0 87.5 100.0 63.1 100.0 72.7 100.0 64.6 100.0 55.2 100.0 52.9 100.0 48.5 100.0 24" 30" 36" I 42" I 48" ! 5e j Be j 66" 72" 96" 87.5 100.0 87.5 100.0 79.9 100.0 65.5 100.0 59.9 100.0 53.3 100.0 47.9 99.7 43.6 90.7 39.9 83.1 24" S 30" 38" ; 42" i 48" 54" 60" ! 66" I 72" ;' 102" _ 87.5 i0o.0 79.9 100.0 66.6 100.0 57.1 100.0 50.0 100.0 44.4 92.4 40.0 83.1 . -36.3 - 75.11 - 69.3 MULLION LOAD CAPACITY - PSF WrrH INTERMEDIATE HORIZONTALS .NOMINAL DIMS. WIDTH (W) FRAME HEIGHT WITHOUT REINFORCING EXT.(+) / INT.(-) WITH REINFORCING DU.(+) / INT.(-) 24" 30. 36" 42" 48" 54" 60" 66" 108" 84.2 100.0 67.3 100.0 56.1 100.0 48.1 100.0 42.1 87.5 37.4 77.8 33.7 70.0 30.6 63.7 24" 30" 36" 42" 48" 54" 60" lie 71.6 100.0 57.3 100.0 47.7 99.3 40.9 SSA 35.8 74.4 31.8 66.2 28.6 59.6 24" 30" 36" 42" 48" 54" 60" 120" 61.4 IOD.O 49.1 100.0 '40.9 85.1 35.1 72.9 30.7 63.8 27.3 56.7 24.5 51.1 FRAME JAMB INTERMEDIATE DOOR MULLION MULLUN IALUM 4.0975 1.8068 ALUM 4.1419 1.B136 WITHOUT REINFORCING FRAME JAMB INTERMEDIATE DOOR MULTJON MULTJON ' IL M�4 Sz-W'3 !z IN"4 8i IN$ ALUM 8.5717 1.3.779Z I I ALUM 8.8181 3.7730 WITH REINFORCING x W1 WIDTH (W) = Wl (JAMB) 2 CINTERMEOIATE HORIZONTALS t 1 x Wl W2 WIDTH (IN) = W1 + W2 2 'TRUUTE' DOORS INTERMEDIATE SEE SEPARATE NOA7 rHORIZONTAL I' I 1 �`I 6I i --J W1 I W2 : WIDTH (W) W1 + W2 2 Z 4 STEP. 3: MULLION LOAD CAPACMES * Tru l ite OURSBAWMWUM9m1RWNS^ hllpJ/wWwLuRetom 600 FAIRWAY DRIVE. Sulle 200 DEERFIELD BEACH. FL 33441 p. BOD.=-0132 it 054-7242M PRODUCT: Resistor 3000 ALUMINUM STOREFRONT WALL-LMI *Resistor PADeu(:T SERIES R4V.2 1 2.05.15/UPDATE TO 2014 FBC - ENGINEER: M C MCY ENGINEERING, INC. GLAZING CONSULTANT 8501 SW 124TH AVE. STE. 205A MIAMI, FL 33183 P. (305) 271-0117 Bn.m MCY.E.gm.fim3 P41 xvmcMCYB... . ...mm STAMP: ... YIPING, W I. P:E. Fl-OFfIP R50331 ECISTaAT10)1;, : : CA .. 2887.7 : DE, "!#7 2115 PRODUCT CONTROL APPROVAL' PRODUC['REYISDD' m mmpl7lq w8h m0 Florida Buiidi6s Cody AmEpimm N. l5vamsm_1q tlxpbe im DEte r D Mi m Dade Product DRAWN: S. DRAWING Np: 'DATE 9-22-,1 5 OF 1 7 DWG: 111-20 MULLION TOAD CAPACITY - PSP AT DOUBLE DOOR WITH TRANSOM WITHOUT WITH NOMINAL DIMS. REINFORCING RZINF ORI ADTH WIDTH LENGTH LBNGIR fXL(+) ar.(i ,M) CA) (A) 0.) Inc-) •(_ 30' 71. e7.5 3r. 68.1 87S 60• !3e' 65.3 875 i39' 62.7 87.54r 603 875 41i 87.5 l54- 96' 102' 87.5 30' 87S'33' k66.O 87572• '36' 1875'J9' 87.5 i42' 87.5 .51.8 - 87.5 154' 48.6 875 l30' 58.8 87.5 33, 54.5 875 6D' 136• 52.4 e75 '39' 50.4 87.5 142' 4&6 975 14W 453 875 ; 98' 108' 42.4 87.5 72' 1 " 138' 42' 48, se : 30' J3' 39' 42' 1 445. (54' 96' lie f 33- 7r 36' 39- 42' 48' MULLION LOAD CAPACITY - FSP AT DOUBLE DOOR WITH TRANSOM WITHWTTa L DIMS. RBININOIHIOUrING I AERNPORI 3r 60. 35' 38' 4r 48' 54' 96' 120' 30' 3r 7r 3r 32, 42' C TOTAL NO. OF ANCHORS AT DOOR MULLION HEAD ANCHORS REwF. UL1AN1 U THE AT Ll%. lRE AT f100R AT RN. 111E AT DOOR A ♦ 3 3 2 e C 2 3 2 2 MULLION LOAD CAPACITY - PSF AT DOUBTS DOOR WITH TRANSOM MULLION LOAD CAPACITY - PSF AT DOUBLE DOOR WITH TRANSOM NOMINAL DIMS. IIITBOUT REINFORCING •I'TH REINFORCING NOMINAL DIMS. TRYIOUT REINFORCING WITS REINFORCING VAOTH (WI) WIDTH (W2) LENGTH VJ MIGIH (L) FJO.(+) MT.(-) ' E%L(+) INN.(.-) WIDTH (WI) MOTH (1112) LENGTH (N LFMOH (U EXr.(+) INT.(-) EM.(+) W.(-) 60' 30' 33' 36' 39' 42' 48' 54' 90' 96' 85.0 97.5 �. 30' 3r 38' 39' 4r 49' 54' 90' t14' 44.3 87.5 81.3 673 42.6 41.1 875 85.9 78.0 97.6 74.9 87S 311.5 82.9 72.1 87.3 38.3 80.1 07.0 62.6 87.5 87.5 35.9 33.7 75.0 70.6 72• w 3r 38, 39' 42' 48' w 77.0 87S 7r 30' 3r 36' 39' 42 48' 1 54' 39.7 53.0 74.0 875 383 37.1 80.2 -775 71.3 88.1 87.5 875 35.9 34.8 75.1 72-8 663 62,0 50.2 87.5 87.5 87.5 32.6 68.0 31.0 64.8 60' 2w 3r 36' 39. 4r 48' �- 90' for GTO 87.5 6w 1 n33' 1. 1. 36, 39' 1. 45' 64' 30, 36'39- 90' 120' 36.9 355 77.1 74.3 64.3 615 875 97.5 34.3 71.7 59.5 875 33.1 69.2 57.3 87.5 32.0 67.0 53.5 50.t 87.5 87.5 30.0 28.3 82.8 59.2 72• 30' 33. 36' 54' 60.5 87.5 33.0 31.9 69.0 68.6 S63 S6.2 87.5 87.5 S43 87.5J9'427 S2.5 49.2 67.542•4W 87.548' 27.4 57.3 463 87.5 . Go. 30' J3' 35' 39' 1. 48' Se 90' low40.8 54.0 51.9 87.5 87.5 49.9 87.5 48.1 4&5 -87.5- 873 43.4 97.5 85.3 72 30' 3r 36' 39' 42' 48' 54, 48.5 87.5 46.0 97.5 45.2 43.7 87.5 675 42.4 07.5 39.8 33.3 37.6 78.6 TOTAL NO, OF ANCHORS AT DOOR MULLION SILL ANCHORSREIN AT FOL UTEI ON INTYPE AT ODOR 1AX FIX. LUC M DOOR A 2 11 2 11 2 2 2 oTruflte Ol/l99 • ALUM9IUM 80LDTION9" hltplAW,w.tlulite.40m 800 FAIRWAY DRIVE, Suite 200 DEERFIELD BEACH, FL 33441 p. 800432A M21 E 954-724-2083 PRODUCT: . Resistor 3000 ALUMINUM STOREFRONT WALL-LMI *Resistor •ROoUOT /In11e g DATE/REMARKS 3.14.14/UPDATE TO 20IO'FBf 2.06.15/UPDATE TO 2014 FBI ENGINEER: M MCY ENGINEERING, INC. GLAZING CONSULTANT 8501 SW 124TH AVE. STE. 205A . MIAMI, FL 33183 P: (305) 271-0117 Email: MCY.aV1fty UMadUM rm Xcyeontroe4ae.Mm STAMP: ....: : ':. • 4[NG..WANO; • P.E. FLORIDA' REG!SP VinDN, .• . PE'• 55883:' CA 28077 0.7 20' PRODUCT CONTROL APPROVAL• PRODUCT REVISED as cemDlYi118 arlth Ote PIDTidO N DRAWN-2--L DRAWING No: ' STEP 3: MULLION LOAD CAPACITIES DATE 9-22-11 s OF 11 DWG: ADI1-2o 0 m $ x S .+..• g k'• i r� a o i � : R ZS, i r�.• m o � m �.,• m iS w � g+o � � � R fS i r:� w •� ; a • a f5 i a% $ S i � K a q + � ox mm p m N • O P h S R meb 4.,F.bio;jZ. b k,t. 1 $bo tYSg'ssss�it� ; GLiibbi by L'a g��i:i+L �ibbNle��ogibb+NbbLRb Bobo Hl"i hobo ao^"�Q$bbbb b .�ii �i eSe'w Cai die $py teem bw�'i +ebbs$ooH"$000aooebo'eoeo �°•�+b R� "s 88' gP g P.'ss,;se� gg$$ 's"88"$ a ill i1Ell1 1� i b b o 0 0 o eoob e b a e b b o 0 o b bbbb o 0 0 0 0 o c o b ,obsaN�� e o ga$og a� m$g 'o4s b g w 7n ob b N J N� Fn H L o b b .'sss$ "sos'.'s"s�$b ss"sssssssss� io eoob o o H b b b b o b b b' 0101111 s0 o b e o b b b o b b o b b b $$t`S�"•,eo8$888eo®?ef^8$�8g8YS�g��gog $$rg_o + e $ i �+ b b� b b b' o N b o e e o b a� e b e o b o b �•+ e b o o b b b o H b 5 'o� o o b o H o ME b b b b b iAWE ."s'ss��asMIA, o b b o 0 0 0 0 0 0 0 o b b b b b b b o b b b b b b bob o 0 AWE b o b o b b bb I4 n s> $•��Nmo Bois, ^tm�� F L � 10 AO 1111 r _ 4 m riei mm v>•>.� ��$e88+�'°�°8�88�i��'+,� �N/ m b.1aob noo'a Hbobb •j + •� � e l� S e o S O a 1• 8 0 8 8 .S g r it it ikp +boobeb+bbopbb Y1 e. u y AA AA 00 ERR ago C ViNNm�8m3a�S88 � b a+m bb b bio H �b0 y. m 4 s xs xxs We 0m ° op oo poo 9:C ss 3�S 4 EE Eck Otpt b��bbbo��°5oobo � fT4S� zz 2Z Z2Z g8$8b b bb- o e o C 0 0 o b R T 4 � 4 4 W _ laiCyc N+ yyqqQ N#{ my Y FRAME HEIGHT i > f 4 i I� { `^ N Nli qQ N D41 spy Y Y FRAME HE1GH1 A� 4 FRAME HEIGHT mg FRAME HeGHT Q� m N u Q 00 Pmr ¢ 411 �,m _r':a<.• '3�n �+z gaa �y ,z-ICyi vc O o pL ``".`•�'•�-'y+ b a ON O a rici1D" ZEr °� OZ `� � � • Z 3 � C) 0 0 0 °°i r C Zi •� So 2 t 0 GYI . m O P; E��jj+•,•, T-1 O m O Ri TORE W N Z N r------ _----------� I MIAMI—DARE COUNTY' APPROVED I SEPARATE NNOA ANCHORS EDGE DISTANCE it WOOD BUCKSANDMETAL STRUCTURES NOT. BY TRULITE. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE TYPICAL ANCHORS: SEE ELEVATIONS FOR SPACING TYPE 'A' 1/4' DR. ULTRACON BY•'ELCO' (Fu 177 KSI, Fy=155 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD THRU WOOD BUCKS INTO CONC.-OR MASONRY• 1-1/4" MIN. EMBED INTO MASONRY* 1-3/8' MIN. EMBED INTO CONC. OIA. ULTRACON BY 'ELCO' (Fu 177 KSI, Fy-155 KSI) DIRECTLY INTO CONCRETE OR MASONRY`. 1-5/8" MIN. EMBED INTO CONCRETE OR MASONRY - TYPE 'C' A14 SMSORS F ORI 1N RfW (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) INTO METAL STRUCTURE. . STEEL : 12 GA.. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ��------ — — — — — — — - TYPICAL EDGE DISTANCE . INTO CONCRETE AND MASONRY* — 2-1/2' MIN. . INTO WOOD STRUCTURE — 1' MIN. INTO METAL STRUCTURE = 3/4' MIN. CONCRETE PC — 3000 PSI MIN. TYPICAL ANCHORS 0-90 HOLLOW/F91ED BLACK I'm - 2000 PSI MIN. SEE ELEV. FOR SPACING SEALANTS: GLALNG BEAD AT FRAME SILL SEALED TO GLdS WITH SILICONE GLAZING OPTIONS 6A, 60 OR 6C. FRAME CORNERS SEALED WITH DOW CORNING 999 OR EQUAL COMPATIBLE. •MASONRY — GROUT FILLED CONCRETE BLOCK (f c-2000 PSI MIN.) ' NOTE: MASONRY USED AT JAMB SUBSTRATE ONLY THIS PRODUCT MAY BE INSTALLED. INSIDE OR OUTSIDE GLAZED oTru f 1te OlABa \ A W NM1Y SOUJIpIt9` MlplAvww.l„Ole.Oom 800 FAIRWAY DRIVE, Sulle 200 DEERF1= BEACH, FL 33441 P ao0432-01321 E 954.72420W PRODUCT' . Resistor 3000 ALUMINUM STOREFRONT WALL=LMI <Mesistor ►eooucr ne111ea REVN DATE/REMARKS R2 3.14.14/UPDATE TO 2010 1 Ree.2 R 2.06.15/UPDATETO 2014 1 ENGINEER: n NICYENGINEERING, INC. LJ GLAZING CONSULTANT SSOI SW 124TH AVE. STE. 205A MIAMI, FL 33183 P:(305)_271.0117 E=1:M0Y.E"pleef Ga1Loe1 ..",:.Mcm,ofro-ft— F1A91p, �, `RECJ$THIITIQN - 215. . �•:�%�� . Gam.:.• PRODUCT cokIR f. AWROVAL: VRODUCTRBVISED nsconlPlyiuutvdl5doFlarida Building code AwePmncoN01 C6 1 Bpfoi ljanpie b1 DadePloducl I: S&L DRAVmG No: 9-�-11 9 "OF 11 AD11-zo WOOD BUCK FILLER BYO�TFONAL IERS REINFORCING ON SHEETS i SEE ON SHEETS ® SEE CHARTS OPTIONAL SEE CHARTS ON REINFORCING OPTIONAL c • 4 & 5S 2 SHEETS 4 THRU7 SEE CHARTS ON SHEETS' 4 & 5 .a' - T 1'e=2� PSI , GROUT Fl 3 \I 1 Ko \ MIj EMSA ;•.•. Aa c i . z ; .::. D.L OPG. D.L. OPC. D.L. OPG. a . SIUCONE SEALANT z o. DOW CORNING 790 OR EQUAL. - -$... ' . ..a'•, - RECOMMENDED SEAUW7 DEPTH MIN. &MAX. GAP SWILLBE HALF THE SEALANT WIDTH. SEE CHART BELOW i MIN:g MAX. GAP FRAME.AWDTH FRAME WIDTH - 1 SEE CHART BELOW EXTERIOR - OR INTERIOR 4'MAX. SHIMSPACE ',. MAX. FRAME CAP HEIGHT MIN. MAX. 60' 3/16- 1/2- 72' 1/4' 1/2' { 84" 1/4" 1/2' 98' 3/8' 1/2' 108- 3X 1/2'.. 126' 1/2' 1/2' MAX. FRAME MAX. OAP AT WIDTH I EACH SIDE 30 Fr. 1-1/8' BD Fr. 1-1/8' ALTERNATE SEALANTS AT JAMB GAPS G DESIGNED BY ENGINEER OF RECORD BASED ON MANUFACTURER GUIDE LINES ,wTr.ulite Guss a Aw9Huta1 aowno9a- • httyJAvx�v.WSte.eom 800 FAIRWAY DRIVE, Stile 200 DEERFIELD BEACH, FL 33441 P.WO48241132I1.954.724.2083 PRODUCT: Resistor 3000 ALUMINUM STOREFRONT WALL-LMI oftsistor PRODUCT 9ERIE6 ENGINEER: M MCY ENGINEERING, INC. GLAZING CONSULTANT 8501 SW 124TH AVE. STE. 205A • MIAMI. FL 33183 P: (305) 271-0117 Em W: MCYF'ptneaF9®etlwet »ww.1.ICYFr➢Meehgmm STAMP•. 'YIPINO.•V%ATiC,, 'P..1Ci: � • . 'FLORIDA• RATLON',:. •PE 965983 " ' CAN, ,28677 PRODUCE CONTROL APPROVAL: 09 DRAWN: S.L. DRAWING No: DATE 9-22-11 10 OF 11 DWG: AD11-20 BILL OF MATERIALS IT6H Or PROFILE DRSCMPMN HATRRIAL 11AWAnU /RRYAR 1 AS JZEti0. 3001 FRAME NFAD/SILL/JABB ALUM. 0063-76 7RUUIE 2 AS1REpD. 3 002 INIERLIEOIATE MULLION (VERT/Ho" ALUAL 5053—T6 7RULIM 3 AS REOD. am GLAZING STOP ALUM. 6083-75 TRUUfE 4' 1/ CORNER 3004A SHEAR BLOCK ALUM. S063—T8 1' LONG 6 AS REQD. H-63 GLAZING GASKET - EPOM GI1 AS ;REQO. D0905 . SIUCQNE SEALANT SILICONE DOW CORNWO 69 AS!REOD, SSG4000 - SILICONE SEALANT SIUCONE CE 40MEMNE) SC AS REOD. PAOCCLAZE SILICONE SEALANT SIUCONE TREMOO SSG 7 2/0 ARNER S14 12-24 D 3/4' HAT HEAD THREAD CUTTING — SCREWS 6 2/ CORNER P13 1/2-20 R 1-1/2' PAN HEAD WICHNE SCRENS 9 — V2100 GLAZING FOAM TAPE NORTON E V2200 GLAZING FOAM TAPE HORTON 10 AS REOD. SETTING BLOCK (1/2' a 1/e' R 4' LONG) EPDM 10A AS ROOD. M82D SETTING BLOCK (1/2- a 1/4' x 4 LONG) EPDM 11 AS REOD. 3004A ALUMINUM RDNFORCFAIFYET ALUM., 6083—Te TRUUIE - 4.600 2f0 3.898 G O I. 4--.aee�z.apz f. 2.7b0--IL 1QFRAAIE HEAD/SILL/JAMB ® SHEAR BLOCK 4.500 :•250 ta I 1.095 f� OFRAk"IE INTERMEDIATE MULLION j .p(13 1.000 i (D GLAZING STOP (9/16' GLASS) © WEDGE —IN GASKET .olle•y �z.s/s I —T I� 3.938 11 REINFORCEMENT A. HEAD ASSEMBLY C. SILL ASSEMBLY- oTruiite Of AD3 � ALI01D W A190 W f10N0` hllylAYxw.Wfue.CDm 800 FAIRWAY DRIVE, Sulle 200 DEERFIELD BEACH, FL 33441 0.600132-8132 I I. VA-724.2083 PRODUCT: Resistor 3000 ALUMINUM STOREFRONT WALL-LMI *Resistor PRODUCT a6RIZD ENGINEER: M MCY ENGINEERING, INC.. GLAZING CONSULTANT SS01 SW I24TH AVE. STE.205A MIAMI. FL 33183 P: (305) 271-0117 E..M MCY,EIgO-dn2@W,.1 rAwtMCYEnpine•AeDcga - STAMP: YIRINO •V" P.E, FLORIDA TEEIISTFfALTON PE' #, 983' . •d#.N. 28677 '•. 2015 PRODUCT CCWTROL' APPROVAL: VRODUCT REVISED aY rnmplyingwith CLO Fladda Building Cede Acceplanco No . Cj ERpllellm QQJ9 lly Miami ah?mducE' DRAWN: S.L. I DRAWING Nw. GATE 9-22-11 17 OF 11 OWN: ADII-20 MIAMI-DADE MWII-DADS COUNTY g PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION i' (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.m1amidade.aov/econonry Tr elite Glass & Aluminum Solution, LLC 800 Fairway Drive, Suite # 200 Deerfield Beach, Fl. 33441 SCOPE: This NOA is being issued tinder the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the Nigh Velocity Hurricane Zone. DESCRIPTION: 11351 Series" Outswing Aluminum Entrance Door w/wo Transom —LMI APPROVAL DOCUMENT: Drawing No. AD-15-23, titled "351 Series Alum Outswing Door whvo Transom-L.M. Impact", sheets i through 11 of 11, dated JUN 02, 2015, prepared , signed and sealed by Yiping Wang , P.E., bearing tire Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Impact Limitations: 1. See applicable Door Design Pressure, anchors & hardware o on i era Rin o 's in sheet 4 son 2. See applicable Door w/ Transom's Design Pressure (DP), anchors & hardware optios . Whenhansom detail B/5 the rrrax frame height allowed is 120" including Max. 24" Transom. The transom glazing adapter items #17 or #36 to be secured with # 12 SMS screws at 12" OC max. 3. Lower DP shall control, when doors whvo transom is mulled to Storefront (under Separate approval), Full length Steel reinforcement is required, the tributary load, the mullion end anchors to be reviewed by Bldg. official, LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application hasbeen filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for tertnination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chancla, P.E. NOA No. 14-0225.02 MIAMIDADECOUN. Expiration Date: Jrrae 04, 2020 Approval Date: June 04, 2015 ,VK Page 1 Trulite Glass & Aluminum Solution. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. AD-15-23, titled "351 Series Alum Outswing Door w/wo Transom-L.M. Impact", sheets 1 through 11 of 11, dated RUN 02, 2015, prepared, signed and sealed by Yiping Wang, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings acid installation diagram of an outswing aluminum entrance door w/wo Transoms, prepared by Fenestration Testing Lab, Test Report No(s), FTL 7458, dated 10/15/13, signed and sealed by Marlin D. Brinson, P.E. Note: The above test reports have addendum letter dated April 09, 2014, issued by Fenestration Testing lab, signed and sealed by Marlin D. Brinson, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC2014, prepared by MCY Engineering, Inc., dated FEB 15, 2015 and last revised on 04/28/15, signed and sealed by Yiping Wang, P.E. 2. Glazing complies w/ ASTME-1300-02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.11-0624.02 issued to E.I. DuPont DeNeniours & Co., Inc. for their "DuPont Sentry Glass ®", expiring on 01/14/17 2. Technical cut sheet of EPDM glazing gasket compliance per ASTMC-864 issued to Teremco, Inc by Excel Polymers, LLC (Development Lab). F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5"' Edition) and no financial interest, prepared by MCY Engineering, Inc., dated NOV 19, 2014, signed and sealed by Yiping Wang, P.E. 2. Statement letter of Lab compliance, paid of above referenced test reports. G. OTHER 1. Test Proposal # 12-1089 dated DEC 10, 2012, issued by PERA. — Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 14-0225.02 Expiration Date: June 04, 2020 Approval Date: June 04, 2015 E-1 1 . 1. ... CHART 1 NUMBER OF ANCHORS AT HINGE \ - TYP. SILL LOCATION CLUSTER OF 5 ANCHORS AT SILL INTO CONIC. ONLY MAX. DESIGN LOAD W/LOCK OPTIONS 1,2,3 & 4 OUTSWING DOOR 72'x86' MAX. DOUBLE DOOR (SEE SHEET 3) - WITH 3000 SERIES FRAME . + 70• PSF ,OPENING WITH LOCK OPTIONS 1. 2. 3 & 4 - 70 PSF TYPICAL 'EXTERIOR ELEVATION SEE SHEET & 5 FOR WATER RATING SERIES 351 LARGE MISSILE IMPACT.DOOR • THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO ANCHORING OR LOADING CONDITIONS NOT SHOWN IN COMPLY WITH THE REGUIREMENTS OF THE FLORIDA THESE DETAILS ARE NOT PART OF THIS APPROVAL. BUILDING CODE 2014 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • DOORS ARE RATED LARGE MISSILE IMPACT. SHUTTERS OR EXTERNAL PROTECTION DEVICES IS NOT REQUIRED. • MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH • ULTIMATE DESIGN LOAD OBTAINED FROM ASCE 7-10, OTHER DISSIMILAR MATERIALS SHALL MEET THE MULTIPLY BY 0.6, SHALL BE LESS THAN OR EQUAL TO REQUIREMENTS OF 2014 FLORIDA BUILDING CODE MAX. DESIGN LOAD IN THE DOCUMENT. SECTION AS APPLICABLE. • FOR WATER INFILTRATION RATINGS, SEE LIMITATION ON ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON SHEET 4 & 5. DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. • IX OR 2X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE, TO BE REVIEWED BY BUILDING OFFICIAL. ekTrulite alAss a AwwxuF4 mI. unox9- h9PJAw .INOte.mn 800 FAIRWAY DRIVE, Suite 200 DEERFIELD BEACH, FL 33441 0. 800.432-8132 I L 954-724-2083 PRODUCT: 351 SERIES ALUM .OUTSWING DRY -GLAZED DOORS W/ OR W/O TRANSOM ( LARGE MISSILE IMPACT) ENGINEER: M ( MCY ENGINEERING. INC. GLAZING CONSULTANT 6501 SW 124 Ave. Ste. 205A MIAMI. FL 33183 P: 305-271-0117 F,aa�: MCY.Enem..e„•t .MCYEiynNMOmn \ACLUSTEROF(5) STAMP \\r � 7j /,f, ANCHORS AT SILL \ \ • FLQRMA• n INTO CONC. ONLY MAX. DESIGN LOAD lX1TSYlING DOOR 721x961 MAX. DOUBLE DOOR W/LOCK OPTIONS 1,2,3 & 4 I' •' PEN. 2B6 (SEE SHEET 3) Ct F'•. (�y i WITH 5000 SERIES FRAME + 70• PSF '• n lS;;r ' OPENING WITH LOCK OPTION 1.. 2, 3 70 & 4 PSF —_ TYPICAL EXTERIOfl ELEVATION •SEE SHEET4 8 5 FOR WATER RATING --1 • LIMITATION: ��Ci/�'' .....�!r✓l WHEN DOORS OR DOOR WITH TRANSOM ARE MULLED TO �i,EF1/ r nlr STOREFRONT (UNDER SEPARATE APPROVAL) LOWER DESIGN PRESSURE FROM DOOR, DOOR WITH TRANSOM OR STOREFRONT SHALL CONTROL FOR THE ENTIRE ASSEMBLY. • WHERE APPLICABLE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. Approredm4xanplyiog with the Flmide�Co l� Due a•4c %-0 NOAM -�62Z' •OZ MltRol CoMot By DRAWN. ADI5-23 DRAWING N. 1 OF 11 2 2015 74 11T MAX. FRAME WIDTH 701n• MAX. D.L.O. 3" MAX. TYP. 22" MAX. HEAD CORNERS TYP. E O A s G1 / o s uj S 0 / J In p a y7 B R A CLUSTER OF ANCHORS 8 7 ' OPP. A O ZONT ND B (SEECHART2) N I 5 E LIMI I c II II I I O / D I I L = d P m �G1 II G1 \ m o W _ � I I ° 6 Ra _ _ I I �p4 ± < zo 0 II i rL op \ II 4 wm o c \ INACTIVE II I ACTIVE (\ b Q 11 I \ / �R \\ oTrulite $� alAS7iA1ueENumsoLurtoxs- '� � MIDJM•mv.IMlo.com � BOO FAIRWAY DRIVE, SWte 200 DEERFIELD BEACH, FL 33441 D. 000432-81321 L 954-724-20M PRODUCT: 351 SERIES ALUM OUTSWING ig= = DRY -GLAZED ' DOORS B W/ OR W/O TRANSOM ( LARGE MISSILE IMPACT) eucolwExs 77sa + 70* PSF MAX. DESIGN LOAD - 70 PSF OUTSWING SINGLE DOOR + 70• PSF OUTSWING SINGLE DOOR WITH TRANSOM ENGINEER. ELEVATION - 0 PS ELEVATION *SEE SHEET 4 & 5 FOR WATER RATING r1 t4. MCY ENGINEERING, INC. ewc II II Ir-- \LS 3 1 3!4' M I - TYP. Sil L OF 5 T SILL ONLY Y MAX. 26" MAX. \ ✓_ s m D.L.O. D.L.O. 1 i' MAX. 36• MAX. ,F WIDTH LEAF WIDTH \ \\ ¢ / 72" DOOR OPENING 1 OUTSWING DOOR WITH TRANSOM ANCHORSAT W/3 POINT LOCK OPTION 4 iRANSOM END, TYPICAL EXTERIOR ELEVATION SEECHART 2 CHART2 ( \ i MAX. DESIGN LOAD NUMBER OF ANCHORS W/3 POINT LOCK OPTIONS.4 ATTRANSOMEND (SEE SHEET 3) MIEXOA WE + 70* PSF - 70 PSF ' rT *SEE SHEET 4 & 5 FOR WATER RATING EIA®Ex of AxpIORS 1/1• MI. S/i• Mill 5 6 B 5 5 C 3 5 vxwEwmx ro vrwx Mir • (SEElx1RSONSHFET 51 / 1 O• G7 • w�aar :e wx. ogi rn. 1• we 4 0.L0. ra�cwwrw 1 >r OornocEwwo GLAZING CONSULTANT pyruvrO us—,ggOlg l7nh 6WI SW 124 Ave. Sle. 205A Florida Building Code MUIMI,FL33103 wu Date NOAR -OZ -CP-X R305.271.0117 Mlmw Dade RodOe COMW �` MCY•En&,• E44_M II .wwincrE•y�ere.mw By 1Si�-� I. �� •� STAMP: ��,,�,t ��k1Atj( RECISiRAnOft,. . -II SIDEUTE, MULLION II REINFORCEMENT AND •• C,S2@6Z>•.1_r' ANCHORS REFER TO II SEPARATE NOA Y, '��a.- II WHEN DOORS OR DOOR WITH TRANSOM ARE II MULLED TO STOREFRONT • �j (UNDER SEPARATE :��•.• S ST, i*, 0;: • APPROVAL) LOWER DESIGN t`-,[:�•.�L:c10P,.•�•\C Jl II PRESSURE FROM DOOR, F'• -i: •""' .� �` II DOOR WITH TRANSOM OR PROD b AL STOREFRONT SHALL t; ll' I CONTROL FOR THE ENTIRE II ASSEMBLY. 1 I I 1; OUTSWING DOOR WITH OR W/O TRANSOM 3UZ 31tr3yr & SIDELITES(UNDER SEPARATE NOA) (SINGLE DOOR ALSO APPLIES) MAX. DESIGN LOAD + 70• PSF - 70 PSF -SEE SHEET 4. & 5 FOR WATER RATING DOOR OPTIONS By N: FRANK DRAWING 11, 03-24-15 2 OF 11 AD1s-23 022015 TYPICAL ANCHORS: SEE ELEV. FOR SPACING Tru I ite TYPE A: 1/4' DIA. ULTRACON (Fu=177 ksi Fy=120 ksi) r ITRYGLAS 1s• OR 1/4" DIA. TAPCON (Fu=120 ksi Fy=92 ksi) O1A593 AWHIMIM80LNIONS� 'Hs. GLASS • THRU IBY OR 2BY WOOD BUCKS M1p9Avww.W3le.cam W INTERLAYER 1-1/4" MIN. EMBED INTO CONC.@ HEAD/SILL NTRYGLAS BY DUPONT 1-1/4' MIN. EMBED INTO CONC./MASONRY @ JAMB 600 FAIRWAY DRNE. SuRe 200 DEERFIELD BEACH. FL33441 H.S. GLASS • INTO 2X WOOD BUCKS OR WOOD STRUCTURAL p.$00432613211954-724-2053 1-1/2' MIN. EMBED @ HEAD AND JAMB PRODUCT: TYPE B: 1/4" DIA. ULTRACON (Fu=177 ksi Fy=120 ksi)351 SERIES *1_<0.-24X314F"_MS OR 1/4' DIA. TAPCON (Fu=120 ksi Fy=92 ksi)ALUM OUTSWING DIRECTLY INTO CONCRETE 1-1/4' MIN. EMBED @ HEAD/SILL DRY -GLAZED 1-1/4" MIN. EMBED INTO CONC./MASONRY @ JAMB 10TYPE C: 1/4" TEK OR SELF DRILLING SCREWS(GRADE 5 FU=120ksi FY=92ksi) DOORS � 3FROMEND INTO METAL STRUCTURES (HEAD/JAMB) WI OR W/O TRANSOM STEEL : 1/8' MIN. THICKNESS (Fy = 36 ksi MIN.) (LARGE MISSILE IMPACT) ALUMINUM : 1/8' THK. MIN. (6063-T5 MIN.) ' (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TOTAL LAMINATED GLASS �, THICKNESS AT TRANSOM 114' H.S. GLASS 0.09V INTERLAYER SENTRYGIAS BYGUPONT 9/16' LAMINATED GLASS G� GLAZING DETAIL DOOR LEAF (ACT/INACT) 1N'KS. GLASS NOTE: 1?AIRSPACE BLAZING COMPLIES WITH ASIR E1300.00. 114' TEMP. GLASS 3] SPACER: 21 IV AIR SPACE WITH AN ALUMINUM SERIES LPXC SPACER BY ALL METAL INC. AROUND THE PERIMETER OF GLASS. PRIMARY SEALANT: PIS - POLYISOBI/TYLENE 14- 00 C. SECONDARY SEALANT: SILICONE SEALANT 01 24X12'PH.&IS 5 Irr OM END 0 1B- O.C. TYP. �l II V 14 SETTING BLOCK: \`IWIIIV/ 30 TWO BLOCK PER DOOR LITE THREE BLOCK PER TRANSOM LITE v1 5/18' TOTAL INSULATED LAMINATED GLASS THICKENSS AT TRANSOM HINGES: REFER TO DETAILS H3 ON SHEET 7 OF 11 HINGE OPTION 1: 32 H1: 4 1/2' BUTT HINGE (26298) 9 1/4' FROM TOP & BOTTOM HINGE OPTION 2:31 H2: OFFSET CAST ALUMINUM PIVOT HINGES TOP (21274) BOTTOM (21273) MIDSPAN (2456x) HINGE OPTION 3:33 H3: CONTINUOUS ALUMINUM GEAR (60095) MIN. EDGE DISTANCES' A,yuwmpq�ytahYr INTO CONCRETE AND MASONRY = 2 1/2' A,: uufed dn�1�LQo� INTO WOOD STRUCTURE = 1 1/2' Ome� INTO METAL STRUCTURE = 1" NO i o2 ENGINEER: CONCRETE Vc = 3000 PSI MIN. Mi9mIDldr MASONRY C-90 V c = 2000 PSI MIN. BY 4 MCY ENGINEERING, INC. SEALANTS: GLAZNG CONSULTANT ALL FRAME AND PANEL JOINT, INSTALLATION SCREWS AND 6501 SW 124 Ave. SIe. 205A HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH MIAMI. FL 33103 P: 305-271.0117 CLEAR SEALANT. Enm NCv.Fn ym.nn9g.are vwr.MCYE,gina , LOCKS: STAMP: ; Ig I t I I: I I, LOCK OPTION 1(ACTIVE/INACTIVE PANEL): AHT 8000 CVR TWO POINT LOCK `L ��`\)ltiiw6c5TIRTIgA;i SYSTEM WITH STRIKE PLATES AND ACTIVATING SURFACE MOUNT -METALLIC �5g} INTERIOR PANIC DEVICE AND REGENT KEY OPERATOR ON THE EXTERIOR CAN 29bI7 .1 LOCK OPTION 2(ACTIVE/INACTIVE PANEL): FALCON DOOR-O-MATIC 1690 CVR TWO POINT LOCK SYSTEM WITH STRIKE PLATES AND ACTIVATING SURFACE MOUNT METALLIC PANIC DEVICE ON THE INTERIOR it LOCK OPTION 3(ACTIVE/INACTIVE PANEL): VON DUPRIN 9947 CVR POINT LOCK SYSTEM WITH TOP/BOTTOM STRIKE PLATES AND ACTIVATING SUN 0 2 20t5 SURFACE MOUNT METALLIC PANIC DEVICE ON THE INTERIOR AND SCHLAGE L' 1r"` �` PRODUCE COMRDL AdPf(OYAL STANDARD KEY OPERATOR ON THE EXTERIOR LOCK OPTION 4: INACTIVE PANEL: ADAMS RITE MS1880, MS1881'CONCEALED TWO POINT LOCK SYSTEM WITH VERTICAL ROD AND STRIKE PLATES. THUMB TURN ON THE INTERIOR CAN NOT APPLY TO SINGLE PANEL DOOR ACTIVE PANEL: ADAMS RITE W/AR4016 TOP ROD & AR4015 BOTTOM ROD WITH STRIKE PLATE, CONCEALED THREE POINT LOCK SYSTEM WITH ILGOI85 EIGHT PLY HOOK LOCK, KEY OPERATOR ON THE EXTERIOR AND THUMB TURN ON .THE INTERIOR 1X OR 2X WOOD BUCKS AND METAL STRUCTURES BY OTHERS DRAWN: FRANK No: MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEMS ;OF PATE w z4-1 AND'TRANSFER THEM TO THE BUILDING STRUCTURE. $ OF 7 7 O -. AD,5-23 112 ACING 1) FOR ONS) Iff 5" BUMPER THRESHOLD (LIMITED WATER RESISTANCE) NOTE: ADA COMPLIANT TO BE REVIEWED BY BUILDING OFFICIAL' YA$iALL WHERE WATER INFILTRATION IS LESS THAN 5 PSF (POSITIVE LOAD t 33.3 PSF) OR WHERE WATER INFILTRATION IS NOT REQUIRED OR MEET NOTE N7 ON RIGHT. Tru I ite Ir TYPICAL ANCHOR(SEE SHEET 3) MIN. EDGE DISTANCE SEE ELEVATION FOR SPACING GuJ�'u�do.=I � (SEE CHART 1 ON SHEET 1) p8py�v,INNp.� • i''• 93 n • - 800 FAIRWAY DRIVE, SWIe 200 �. _ e OEERFIIID 6FACH, FL 33441 fc= 000 MIN,' OP--., P. 800�32d1J21L984.724-2003 PRODUCT: 357 SERIES SEE STRIKE DET FLPT—F� ALUM OUTSWING 12° MIN. EON NGAGEEM1 I 14 DRY -GLAZED o DOORS N z 0 w AG&w rz_ W/ OR W/O TRANSOM ce o F ( LARGE MISSILE IMPACT) =a 0 II X. a m is I is APlet 11v�tbD REVN DATE/RDMRKS I 1 NOM ^e z •G2 I I Mi4mi O BY �5 H EncwEeR: M I y d I I II MCY ENGINEERING, INC. GLAZING CONSULTANT TREMCO'S EPDM GASKETS USED IN THIS FENESTRATION PRODUCT ARE IN COMPLIANCE WITH ASTM STANDARD C864 NOTE Nt: UNITS WHERE WATER INFILTRATION IS REQUIRED MUST BE INSTALLED AT LOCATIONS PROTECTED BY AN OVERHANG MEETING CRITERIA AS PER ILLUSTRATION BELOW OR IN NON -HABITABLE AREAS WHERE WATER INFILTRATION IS ACCEPTABLE. IT IS APPLIED TO 4" NON -WATER RATING SADDLE THRESHOLD (DETAIL C/5). AND 4°(DETAIL I/5) OR 5°(DETAIL H/4) BUMPER THRESHOLD FOR WATER INFILTRATION REQUIRE HIGHER THAN 5 PSF (533.3 PSF) I T—I EXTERIOR OVERHANG LENGTH OH flATIO= OVERHANG HEIGHT z1 8501 SW 124 Ave. Ste. 205A MIAMI. FL 33183 P:305-271-0117 B-WY.Eg4 .mo@.4 t Y,1+r.YFYErebmenm— ,�.• %1rE 1Z 1:t7ISIRA716fa4, \`G CJ`M52867). :_ N° it �J = A.•• `tPt `oP•. PRODUCT L APPROVAL• DRAWN:FRAIM I DRAWING No: a1E o3-24-1s 4 OF 11 02 2015 METAL STRUCTURE TYPICAL ANCHOR (SEE SHEET 3) 1x WOOD SEE ELEVATION FOR SPACING (SEESHEET2) MCA AI SEE STRIKE _T 11 ON IE C' 112' MIN. EN P. I � COv ORETE. a tt,yo4opatttaN.2w 4..� •d SILICONE BEAD INSTALLATION ONLY a' SEE ELEVATIONS FOR SPACING EDGE DISTANCE 4" ADA SADDLE THRESHOLD (NON -WATER HATIN NOTE: ADA COMPLIANT TO BE REVIEWED BY BUILDING OFFICIAL. INSTALL WHERE WATER INFILTRATION IS NOT REQUIRED OR MEET NOTE N1 ON SHEET 4 OF 11. TYPICAL ANCHOR(SEE SHEET 3) SEE ELEVATION FOR SPACING ES .4 (SEHEET2) eOPTION SEE STRIKE DETAILS ON SHEET 11 112' MIN. ENGAGEMENT TYR G xe � xt G eOPTION 5 rc — IPAIC DEVICE OPTION SEE Sl J.. MIN. SH , LILT e GAG ME P. 13 I I 5 CONGRE E, a' i� , CONC. INSTALLATION ONLY �w -SEE ELEVATIONS FOR SPACING EDGE DISTANCE 4" BUMPER THRESHOLD (LIMITED WATER RESISTANCE) NOTE: ADA COMPLIANT TO BE REVIEWED BY BUILDING OFFICIAL. INSTALL WHERE WATER INFILTRATION IS LESS THAN 5 P3F (POSITIVE LOAD S 33.3 PSF) OR WHERE WATER INFILTRATION IS NOT REQUIRED OR MEET NOTE N1 ON SHEET 4 OF 11. IX314'SMSAT4' ENDS, 12' O.C: eLIMITED OPTION 5 LIMITED OPTIONAL TRANSOM ADAPTOR oTrulite GLASS& ALUM NA SOWIIOtS' hllplAaww.Guele.mm 860 FAIRWAY DRIVE, Suite 200 DEERFIELD BEACH. FL 33441 p. 000.432-01321 f. 954-724-2083 PRODUCT: 351 SERIES ALUM OUTSwING DRY -GLAZED DOORS W/ OR W/O TRANSOM ( LARGE MISSILE IMPACT) ENGINEER: M lul MCY ENGINEERING, INC. GLAZING CONSULTANT 8501 SW 124 Ave. Ste. 205A MIAMI, FL 33183 X 314' SMS AT 4' P: 305-271-0117 ENDS. 12.O.C. 'aO: MCV.Enpeenng8a%W —AlCVE gk-d.q cpn STAMP: YIPINg��YYlANC, P.E. F YIPIN±U�ILYfR/,710N B 83 A. 677 LIMITED 5 oPrtDN ;� �NC�..G�NSE; ,,z= LESS I FOR AME NOFEQUALT0120ONY WNSOM HEIGHT=24'MAX. w _ IREE SETTINGBL0=(Ma �t•t• EOF 'TRANSOM giP� ,�JP'�t'\ ••••• P-*" RO U 0((?m 'I SM Apytolrcd m aalGptybB with the Ffaided,tiWitlRCID* Date 1.(Y / / S hxwy --2: mkw)DO&wo&KtCantot DRAWM E'RANK I DRAWING No: IATE: 03-24-15 5 OF 11 IWG: AD15-23 TYPICAL ANCHOR(SEE SHEET 3) �• SEE ELEVATION FOR SPACING (SEE CHART I ON SHEET I)—� Im O I p91I� 8aX3/4'FRSDS 4IV -18 THREADED ROD TYR EXTERIOR —ia"~ FROM END ®12. O.C. TYP. U 6 INACTIVE 6 ACTIVE 6 33 LOCK OPTION 1 (SEE SHEET 3) e6 LOCK OPTION 2 (SEE'SHEET 3) INACTIVE EXTERIOR e ACTIVE 1 6 INACTIVE EXTERIOR ACTIVE es LOCK OPTION 3 (SEE SHEET 3) NOTE: 1- THE DOOR OR DOOR WITH TRANSOM WILL QUALIFY TO BE INSTALLED INTO REINFORCED STOREFRONT(SEE SHEET 2 AND DETAIL E/B). 2- REINFORCED STOREFRONT AND END ANCHORS REFER TO SEPARATE NOA, TO BE REVIEWED BY BUILDING OFFICIAL. -,.*T-Tru I ite GLASS AALUMMM SOLUROHS' ' hflp:/Avww.Uulde.Can TYPICAL ANCHORISEE SHEET 3) 800 FAIRWAY DRIVE, Sulte 200 SEE ELEVATION FORSPACING DEERFIELD BEACH, FL 33441 (SEE CHART 1 ON SHEET 1) p. 800-43281321 f. 954-724-2083 PRODUCT. 351 SERIES ALUM OUTSWING DRY -GLAZED DOORS W OR W/O TRANSOM ( LARGE MISSILE IMPACT) APPmvcd at comp1r1u8 wilbl4a FloridnHui m Date Miam(NO pade PtoyuY-''��y�c( By �.� ENGINEER: M ful MCY ENGINEERING, INC. LLI GLAZING CONSULTANT 8501 Sri 124 Ave. Ste. 235A MIAMI. FL 33183 P: 305.271.0117 EmaO: MCY.Engineeeng�i0+,el ,w ACYEngT—Ings STAMP: �wal?k1 �!47,) nbR,. E•�928677. /f N / '•. Sit KpF SOP' Z FLOR •'' �i, FpoolnrSP,�` PRODUCT'ddNTRQ41APT1tbVAL: JUN 0 2 2015 DRAWN; FRANK I DRAWING No: LATE 03-24-15 6 OF 71 IWG: AD15-23 TYPICAL ANCHOR (SEE SHEET 3) SEE ELEVATION FOR SPACING (SEE CHART 1 ON SHEET 1) 1x WOOD BUCK TYPICAL ANCHOR (SEE SHEET 3) SEE ELEVATION FOR SPACING (SEE CHART 1 ON SHEET 1) (SEE CHART2 FOR TRANSOM END ANCHORS), 161111 rRopt I 27 EXTERIOR--' 1 114' 1 7/8' 2 UB' 1 D.L.O. (SEE CHART 2 FOR TRANSOM END ANCHORS) ( #12-24 BY %' PH. MS ` 4"FROM END AND 11"O.C. TYP. TRANSOM OPTION V TRANSOM OPTION EXTERIOR Y— 1- #12-24 BY %"PH. MS. 4"FROM END AND 11' O.C. TYP. (SEE CHART 2 FOR TRANSOM END ANCHORS) NOTE: 1- THE DOOR OR DOOR WITH TRANSOM WILL QUALIFY TO BE INSTALLED INTO REINFORCED STOREFRONT(SEE SHEET 2 AND DETAIL E16). 2- REINFORCED STOREFRONT AND END ANCHORS REFER TO SEPARATE NOA, TO BE REVIEWED BY BUILDING OFFICIAL. 3. SEE NOTES ON SHEET 1 AND 2 FOR DESIGN PRESSURE LIMITATIONS. Appmvvd 1r wm@bb8 wft 19G Date � ob pIpAX Miami Dade Q> �aMG1�" D, /4/- j/(�� A' NOTE: HINGES SHOWN ARE IMAGE ONLY. 11 M2 FH MACHINE ) 1 SCREWSTOTAL 1 OF 4 PER SIDE 1 ` I4W X 112• THIC. 6• LONG 32\\ EXT. i ALUM.TMw=ve.Pure ATHINGELOCATIONS H1 HINGE OPTION 1: (26298) 4-1/2' STEEL BUTT HINGE (SEE SHEET 3 FOR LOCATION) i i2 HINGE OPTION 2: TOP (21274) BOTTOM (21273) OFFSET PIVOT HINGE MIDSPAN (2458x) (SEE SHEET 3 FOR LOCATION) . i #12-24 FH MACHINE SCREWS @8.O.C. 33 ` .��---EXT./ H3 HINGE OPTION 3: (6009X) CONCEALED ALUM. CONTINUOUS GEARED HINGE (SEE SHEET 3 FOR LOCATION) Tru l ite GtA59 • ALUKIMM SOLUIION9• aUpfAwnv.WGle.com 80D FAIRWAY DRIVE. Suie 200 DEERFIELD BEACH, FL 33441 P. 800-432A1321 L 954.724-2083 PRODUCT: 351 SERIES ALUM OUTSWING DRY -GLAZED DOORS W/ OR W/O TRANSOM ( LARGE MISSILE IMPACT) ENGINEER: M MCY ENGINEERING. INC. GLAZING CONSULTANT 8501 SW 124 Ave. Sta. 20SA MIAMI. FL 33183 P. 305.271-0117 Emalt MCY.EeBhemfnga.O , ^0 cm" ,�. FLO R fi Tqd� CAN: 2867i- No.55963 FOF FLORIOP.• JU4 0 2 20b DRAWN:FRANK ;OF No: MTE: os-24-15 7 OF 11 1wc: AD1s-2s 2 (SEE SHEET 3) FOR SPACING TYPICALANCHOR SEE ELEVATION (SEE CH 8) B r Own ART 3/8' MAX. LEAF WIDTH S (SEE ELEVATIONS) 1114' S'MIN. D.L.O MIN. 010.24XIIr PH.MS 4' (SEE SHEET 3) INTERIOR FORSPACING ° 1, SHEET 1) � P E. 6 G1 1. ED O a ' z, O o.� w 0 '`•^. '-18 THREADED ROD u [OfU •••',; 1 EXTERIOR e TYPICAI SEE El NOTE: 1-THE DOOR OR DOOR WITH TRANSOM WILL QUALIFY TO BE INSTALLED INTO REINFORCED STOREFRONT(SEE SHEET 2AND DETAIL E18). 2- REINFORCED STOREFRONT AND END ANCHORS REFER TO SEPARATE NOA, TO BE .REVIEWED BY BUILDING OFFICIAL 3• SEE NOTES ON SHEET 1 AND 2 FOR DESIGN PRESSURE LIMITATIONS. EXTERIOR -'l-Trullte OIASS a ALUAMM 80L11110Nr NlplA—.W6lp.00mt 600 FAIRWAY DRIVE, Su2e 200 DEERFIELD BEACH, FL 33441 p.80G43241321 f. S5C•7242083 PRODUCT.. 518'X3.21W STEEL BAR 351 SERIES FULL LENGTH(FY4O KSI) ALUM OUTSWING INTERIOR DRY -GLAZED — — — DOORS 3D 14 T g W/ OR W/O TRANSOM T ( LARGE MISSILE IMPACT) —;= REM DATE/REMARKS - 3518' 1 ENGINEER: M EXTERIOR 32 REFERTOSEPARATE PRODUCT APPROVAL FOR MCY ENGINEERING, INC. E STOREFRONT SYSTEM GLAZING CONSULTANT REINFORCED DOORJAMB WITH 8 SIDELITE(UNDER SEPARATE APPROVAL) 9501 SW 124 Ave. St. 20SA MIAMI, FL 33183 P:305-271-0117 NOTE: a T. NCT.EncmmaaD+ure1 —LCYEmN�— END LOAD, ANCHORS TO BE REVIEWED BY AHJ SUMP: . 111l7 1,1111 N. 28 77 ND. 55953 :Y ' AppwvcdnoompytagwRhtW Florida . �t•' Date 6 NOAM •02 •. � 5.E OFF Mlanli Dade 'y � �; '•. /. P \ vl ., tozlo..••' C� PRODUCT C 00 144 AL: eAPPLICABLE TO SINGLE 8 MD DOUBLE DOORS N:FRANN ORAWINO No: AD15-23 022015 O.t -- ^_SY53000 TUBE(t t/4'%41f1!I V DOORHEADERSILLJAMO � 60G+T8 0.125 j� I � � 4.600 gYS 3000JAM %MD8R 006176 L`J TRANSOMBARlfRPNSOMNEADERIJAMB 1.500 � O.t20 � 100 JAMB MEMBER 001476 TIUNSOMBAWTRANSONHEADERMAMS ' . OAB1 L-Lij /.L31?TOPRAIL 26D15 Earn 0.108 nEBD1TOM l"J 26361 � 8 1.760 0.007 nP. l.LOPTIONAL DOOR STOP NIr Tru l ite GLASS 6 ALUMIAIM SOLUI htlp•JAvww.tnAite.tom 800 FAIRWAY DRIVE. Suite 200 DEERFIELD BEACH, FL 33441 OD0432-8132I L 954.724QG83 1.6a RAH PRODUCT: 351 SERIES ALUM OUTSWING o �a mw.Ts � ,4013 W8}76 OA13 3.622 e\E LHINGESRLE 28388 676476 a.tzs a.ws /1_MEET)NG STILE-ACTNE 2B376 6061T6 o.os0 3.1188 il_L4E7TNG STILEJW1ClIVE 28G77 GMTO �ASTRAGAL RATE '._l28G78 M78 D.t2s rn1 ALUM NUMTIIBE DOORHEAD/SIDEJAMB 2.6oD ,6•LONo.noc mx Opal sTw cLP w�nNtlr�I9w s•moM eNGSANO tzoc DRY -GLAZED DOORS W1 OR W/O TRANSOM ( LARGE MISSILE IMPACT) _ $.ODD REVN DATE/REMARKS ENGINEER: M MCY ENGINEERING, INC. 6D6}TS nDOOR STOP CLIP-1118•LONG H67 0.143 - D.500 NON -WATER RATED n4'SADOLETHRESHOLD 40200/ACA127 WWTS 6.000 0.125 R LINKED WgTERM7ING n4•BUMPERTNRE)HOID f092(dE7AGA535) 6061.T5 0.037 60G tit B§ P 0(AR-I09OA) 606}TO OADO 1.281 �t4fEiiIOR DOOR ADAPTOR 0 a D t.t135 D.- ,;.>E%iEPoOR OOORADAP70R 28032 pT�76 GLAZING CONSULTANT 8501 SW 124 Ave. Ste. 205A MIAMI, FL 33183 PMMGY 77-0117 EmW:MCYJ3n0inaeM2�A:Uret wAw.ML'YEOPIneeMOtM, LUAITED WATER RATING nS6UMPERTHRESHOLO V 200SA yypT6 STAMP: YIPI (i1 Wh{1GI )Pl6 . F1;ATt� T N/ \\\ `�j t'.•'A'L�ByT.. ?r i - tiT 2W31 FA6176 I I 0.126 L nADAPTDRB/18•GIS 3008 W0316 0.003 1.000 o.700 !.'l OLA2mGA0APTOR _ \:J' 3005 6➢SL15 0.531 p, � Q p°6 � - 0.B3a ,� r• SYS3000SHEARCLIP l'S� 30D4 1067.T6 0.630 Q Q 0.006 a.aso n SYS3IOOSHEARCLIP L`i 3104 DD61•T6 D.e7e 1.rso n SYS3100GLASSAOAPTOR o.TDo o.oe0 D.ea t.7ea /'1 GIA2INGADAPTOR 3708 Wbls �P�' S +� •� Ft �•,,. �'�. ��.,.•�:: PRODUCT COM t)L"p¢ OVA-. JUN 0 2 2015 3107 EOB1.T6 a. Gas O.75D t.osD 2J GLAZINGADAPTCR DOD3 606}76 D.43a /'l_OQOR BOTTOM SWEEP ASSEMBLY 0 - Dato n EPDMGLA7ING GASHET 0.409 0. 1 /.\ eMGIA71NGAASKET �RG•t o.t 5 0.6�j 0.021 L 81 2.250 rLl� NO ADAPTOR FOR tN1GLAT.SSS ��I�5pIp _ •o,OTL--: 1 Ot�1� /'> ALUKINSULAW006CER V 1122 606}75 APPmved as Oowi wish Ow F101id6 'S Dee NO/IN 07- Miami M a P7004L1 lly �� ss047 RGts DRAWN: FRANK DRAri1W Nw g OF 11 DATE: 03-24-15 DWG: AD15-23 ITEM # PART # 1 I 3000 3001 3101 26015 06364 26366 28378 26371 26376 50513 40290 2005V 1042 10029 44 113 26031 26032 3008 3009 3004 3104 3103 3008 3003 26047 RG16 RG1 995 W00 H62D RG5 31 21273(BOTTOM) 2456X MIDSPAN 32 26298 33 S009X 34 24110 35 23301 36 3108 37 1122 38 H67 BILL OF MATERIALS DESCRIPTION MATERIAL SUPPLIER/MANUF. 3000 DOOR HEADER/SILL JAMB ALUM. 6003-T6 BDNNELL 3000 TRANSOM BAR/TRANSOM HEADER/JAMB ALUM. 6083-TS BONNELL 3100 TRANSOM BAR/TRANSOM HEADER/JAMB ALUM. 6063-T5 BONNELL 3 1/2' TOP RAIL ALUM. 6083-75 BOMNELL 6'BOTMM RAIL ALUM. 6063.76 BONNELL BEVEL HINGE STILE ALUM, 6063-T5 BONNELL MEETING STILE -ACTIVE ALUM. 606346 BONNELL MEETING STILE -INACTIVE ALUM. 6083-T6 BONNELL ASTRAGAL PLATE ALUM. 6083-T6 BONNELL 6000 DOOR HEADER/SIDE JAMB ALUM. 6063-75 SONNELL 4'SABDLE THRESHOLD ALUM. 6083-T5 BONNELL 5-BUMPER THRESHOLD ALUM. 6063-T5 PEMKO OBUMPER THRESHOLD ALUM. 606346 BONNELL DOOR STOP ALUM. 6063-T5 BONNELL OPTIONAL DOOR STOP ALUM. 606345 SCHNELL INTERIOR DOOR ADAPTOR ALUM. 6083.76 BONNELL EXTERIOR DOOR ADAPTOR ALUM, 6083-75 BONNELL GLAZING ADAPTOR-9/16' ALUM. 6063-TB SCHNELL GLAZINS ADAPTOR ALUM, 6063-T5 BONNELL 5YS GOOD SHEAR CLIP ALUM. 6063-T5 BONNELL SYS 3100 SHEAR CLIP ALUM. 6083-T5 BONNELL SYS 3100 GLAZING ADAPTOR ALUM. 6063-TS BONNELL TRANSOM GLAZING ADAPTOR ALUM. 6063-T5 BONNELL GLAZING ADAPTOR ALUM. 6063-TS BONNELL DODR BOTTOM SWEEP ASSEMBLY ALUM 1 RUBBER HAGER EPDM GLAZING GASKET EPDM (OUROMETER 70 SHORE A) TREMCO EPDM GLAZING GASKET EPDM (DUROMETER 70 SHORE A) TREMDO 0.0.995 SILICONE SILICONE DON CORNING 11411/2' GLAZING TAPE FOAM CAL 1 1/2'x 1/2'x 1/8' SETTING BLOCK EPDM (DUROMETER 80 SHORE A) TREMCO DOOR STOP GASKET EPDM (DUROMETER 65 SHORE A) TREMCO/CORSON OFFSET PIVOT HIND ALUM. 6063-76 GLOBAL DOOR ALUM. 6063-75 GLOBAL DOOR ALUM. 6063-T5 GLOBAL DOOR 4-1/2' STEEL BUTT HINGE 1/8' INK. STEEL HAGER COMPANIES ALUM CONTINUOUS GEARED HINGE 0.094' THK. ALUM. 6083-T5 HAGER COMPANIES BRUSH PILE AT DOOR MEETING STILE YARN AMESBURY GROUP RUBBER GROMMET AT ASTRAGAL MITRILE RUBBER GROMMENT TRANSOM GLAZING ADAPTOR FOR 1-5/16' GLASS ALUM. 6083-TS BONNELL INSULATED ALUMINUM SPACER ALUM. 6063-T5 ALL METAL INC. DOOR STOP CLIP-1 1/8' LG, 6' ON ENDS, 12' O.C. STAINLESS STEEL EVANS MANUFACTURING � mwYbll wLlhY. NOAdift I OZ Miuci elieAai Con4d 43Y 'OO&Trulite OLA89 6 A W NMIM SOLUilON9- hllp:ffi w 8u5te.00m 8D0 FAIRWAY DRIVE. Suite 200 DEERFIELD BEACH, FL 33"1 p. 800-432-813211. 954-724-2083 351 SERIES ALUM OUTSWING DRY -GLAZED DOORS W/ OR W/O TRANSOM ( LARGE MISSILE IMPACT) ENGINEER: M MCY ENGINEERING, INC. GLAZING CONSULTANT 8501 SW 124 Ave. Sle.206A MIAMI, FL 33183 P: 305271-0117 . LMLYZ)&teft9amel etlngcom STAMP: `�.�1 (•I I rlrrll /,,,, �� ppppppY P,`T1M'0, P.E. RID�d1ECit 55903ATgF.. 55983 Q: CA.N9�§677 ao• : W = i q�•., SFP OHO /,• PRODUCT C"Ni."IffiK. DRAWN:FRINK I DRAWING No: IATE 03-24-16 10 OF 11 )DUG: AD15-23 (2) 8-3/4(19) SELF TAP SCREWS (TOP AND BOTTOM) 010-24 BY 3/8' MOUNTING SCREW -] ADAMS RITE TOP/BOTTOM STRIKE LOCK OPTION 4 STRIKES (AHT 8000) LOCK OPTION 1 �ScmwPk9900285 nqp%, i, 385ASVI Bottom) 304L Strike (Bottom) 338 Strike (Top) Standard Standard Panic or Fire Panic or Fire Panic or Fire Exit Hardware Exit Hardware Fait Hardware STRIKES (VONDUPRIN 9947) screw LOCK OPTION 3 283 Strike (Top) Wood Frame (2)12-24 BY 3/4" FLAT HEAD MACHINE SCREWS. (2)1/4-20 BY 1 1/2' PAN �HEAO MACHINE SCREWS. (2)12-24 BY 3/4' FLAT HEAD MACHINE SCREWS. (2)1/4-20 BY 1 1/2' PAN HEAD MACHINE SCREWS. (2)10-24 BY 1/2' FLAT HEAD MACHINE SCREWS. 3/6'-16 STEEL THREADED TRUSS -ROD WITH 3/8' DIA. NUT App=c4ncampyMSwilb the FloridaHuik!kVCCoo& NOAN Mimi Dad. Prod d lSo�Nml Z 3/8'-16 STEEL THREADED TRUSS -ROD — WITH 3/8" DIA. NUT / I I � I DOOR PANEL CORNER CONNECTION oTrulite OLA59 a ALUMX= SOLUrIOX5� MryJAv .Wllte.com 800 FAIRWAY DRIVE, SuBe 200 DEERFIELD BEACH, FL 33441 P.e00d32.8132I L 954-72&2093 PRODUCT: 351 SERIES ALUM OUTSWING DRY -GLAZED DOORS W/ OR W/O TRANSOM ( LARGE MISSILE IMPACT) ENGINEER: M iti— MCY ENGINEERING, INC. GLAZING CONSULTANT 8501 SW 124 Avo. Me. 205A MOIMI. FL 33183 P:305.271-0117 E.n.r: Ncr.e�ymenna®oaml .aYr.ucMEmmer4�o� STAMP: 11t I1i17/t7 ji '•. 1 p'tt OF 51 (� DRAWN:FRANK I DRAWING No: )ATE: 03-24-15 19 OF 71 MO: AMS-M 0 2 2015 Mission: To protect, promote & improve the health of all people in Florida through integrated state, county & community efforts. 7 x ola Mya HEALTH Vision: To be the Healthiest State in the Nation December 21, 2015 Telisa Gomez (SEPTIC ENVIRONMENTAL SERVICES) Telisa Gomez\ 2117 SE East Dunbrooke Circle Port Saint Lucie, FL 34952 RE: Contingency Letter Application Document No: AP1216995 Centrax Permit Number: 56=SF-1649038 OSTDS Number: 2775NUSHWY1 Fort Pierce, FL 34946 Lot:2 Block: Subdivision: Rick Scott Governor John H. Armstrong, MD, FACS State Surgeon General & Secretary /5 f 1- 614.0 Dear Applicant: This will acknowledge receipt of an application dated 12/16/2015 for a permit to use an existing onsite sewage treatment and disposal system located on the above referenced property. From a review of your completed application, it has been determined your existing system is adequate for the proposed use. Facility must maintain annual Operating permit If you have any questions on this matter, please call our office at (772) 873-4931. Enclosures cc: Sincerely, Victor Faconti, Env. Sup II RECEIVED JUL 08 2016 Florida Department of Health www.FloridasHealth.com in ST. LUCIE COUNTY TWITTER`HealthyFLA 5150 NW Milner Dr, Port Saint Lucie, FL 34983 FACEBOOK:FLDepartmentofHealth PHONE: (772) 873-4931 . FAX: (772) 873-4893 1 YOUTUBE: fldoh St. Lucie County Health Department \ 5150 NW Milner Dr Port Saint Lucie, FL 34983 PAYING ON: PERMIT 56-SF-1649038 BILL ooc#:56-BID-2995912 CONSTRUCTION APPLICATION #: AP1216995 RECEIVED FROM: SEPTIC ENVIRONMENTAL SERVICE AMOUNT PAID: $ 100.00 PAYMENT FORM: CREDIT CARD PAYMENT DATE: 12/16/2015 MAIL TO: Richard Schmitt Sr. FACILITY NAME: PROPERTY LOCATION: 2775 N'US HWY 1 Fort Pierce, FL 34946 Lot: 2 Block: Property ID: 1433-120-0007-000-1 EXPLANATION or DESCRIPTION: QUANTITY FEE 139 - OSTDS Application Approval Existing, No Insp 1 $ 35.00 -1 - Surcharge (All) 1 $ 15.00 131 - OSTDS Construction Application & Existing System E 1 $ 50.00 RECEIVED BY: VanceMH AUDIT CONTROL NO. erne f ` STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITESEWAGE TREATMENT AND DISPOSAL SYSTEM APPLICATION FOR CONSTRUCTION PERMIT APPLICATION FOR: L-j New System LOU Existing System Holding Tank [E Repair [E3 Abandonment Temporary Sr l (�o(/�v3 cr PERMIT NO. DATE PAID: FEE PAID: RECEIPT #: 10 Innovative Ch APPLICANT;,-Ra ehard. Schm.ift Sr AGENT: Septic Environmental Services Inc. TELEPHONE: 772 201-8079 MAILING ADDRESS: 2117 SE Du'nbrooke Circle Port Saint Lucie Florida 34952 TO BE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED BY A PERSON LICENSED PURSUANT TO 489.105(3)(m) OR 489.552, FLORIDA STATUTES. IT IS THE APPLICANT'S RESPONSIBILITY TO PROVIDE DOCUMENTATION OF THE DATE THE LOT WAS CREATED OR PLATTED (MM/DD/YY) IF REQUESTING CONSIDERATION OF STATUTORY'GRANDFATHER PROVISIONS. PROPERTY INFORMATION LOT: 2 BLOCK: SUBDIVISION: PLATTED: PROPERTY ID #: 1433-120-0007-000-1 ZONING: CG I/M OR EQUIVALENT: [ YN .NO PROPERTY SIZE: 1.27 ACRES WATER SUPPLY: [L PRIVATE PUBLIC ID[<=2000GPD [O]>2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS? [ )�!g N m DISTANCE TO SEWER: LQO + FT PROPERTY ADDRESS: 2775 N US HWY 1 Fort Pierce, Florida DIRECTIONS TO PROPERTY: North US Hwy building left side BUILDING INFORMATION Unit Type of -No I stablisfiment 1 Commercial Building 2 2 bathrooms w/ 2 sinks& toilets 3- 4 10 Floor SIGNATURE [Q] RESIDENTIAL [Q✓ ] COMMERCIAL No. of Building Commercial/Institutional System Design -Bedrooms Area 9 'fable 1, Chapter 64E-6, ifAd 0 1,284 400 GPD Other (Specify) DATE: Dec. 11, 2015 DR 4015, 08/09 (Obsoletes previoud�4ditions which may not be used) Incorporated 64E=6.001, FAC Page 1 of 4 ,1'—" ^�' �?, y 1 i .,..`�t; y _�'.t:'. • -r'�r s r,�'�2� �,i "^a �r�''��"```�•k�,>'�t � �s`..'� >. �, �,�'•� jt'"r^�{,•F��^` t �y �`^,� .r•i �t;�� ¢3��`,-'��.,"k�}cY"'r�jT" -'L•%s `v�i,s'+i}x-''' ¢ �x,^S'+a.'.'-': w,',{-•� _ @ W,.g42.t, t ; C,21 m.- •'«aihi �rN�- s � ' ' S .. ��'01 r Rik . �- j rk - 4 ¢ F r St Lucie County Neal kt" partment r EnAreninei l�al Health DivisionIN �_.-- s. _ €te Plan Approved for Construction ' q V F, r= `✓F Supersedes All Previous Site Flans for '05r £?x �/�`� - : �== Date: 1 •,-T.-.. Reviewer � w � • rams .'� e� o� STATE OF FLORIDA - ; - •r DEPARTMENT OF HEALTH z ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM Ma —STING' -SYN-IffZf A -'ND' SS STEM R J R EVMUhfTf6i •��oo aat�'+ APPLICANT: Richard Schmitt Sr CONTRACTOR / AGENT: Septic Environmental Services Inc. LOT: 2 BLOCK: SUBDIV: PERMIT # � X ID# . 1433-120-0007-000-1 TO BE COMPLETED BY FLORIDA REGISTERED ENGINEER, DEPARTMENT EMPLOYEE, SEPTIC TANK CONTRACTOR OR OTHER CERTIFIED PERSON, SIGN AND SEAL ALL SUBMITTED DOCUMENTS.. COMPLETE ALL APPLICABLE ITEMS. COMPLETE TANK CERTIFICATION BELOW OR NOTE IN REMARKS WHY THE TANKS CANNOT BE CERTIFIED. ------------------------------------------------------------------------------------------------ EXISTING TANK INFORMATION [ 750 ] GALLONS SEPTIC TANK/GPD ATU LEGEND: nla MATERIAL: Concrete BAFFLED: [ Y N [ ] GALLONS SEPTIC TANK/GPD ATU LEGEND: MATERIAL: BAFFLED: [Y N [ ] GALLONS GREASE INTERCEPTOR LEGEND: MATERIAL: [ ] GALLONS DOSING TANK LEGEND: MATERIAL: # PUMPS:[ ] I CERTIFY THAT THE LISTED TANKS WERE PUMPED ON 12 / 1�T-LET � `ses Inc. , HAVE THE S S I I D AS DETERMINED BY [ DIMENSIONS]; ARE FREE OF OBSERVABLE SOLIDS DEFLECTION DEVLTR�DEVICE ] INSTALLED. p Q S.E.S Dec. 11, 2015 SIGNATURE OF ITcENSED c6iftACTOR BUSINESS NAME DATE EXISTING DRAINFIELD INFORMATION [ 300 ] SQUARE FEET PRIMARY DRAINFIELD SYSTEM NO. OF TRENCHES [3 ] DIMENSIONS: 3 X 33 ] SQUARE FEET SYSTEM NO. OF TRENCHES [ ] DIMENSIONS: X TYPE OF SYSTEM: STANDARD FILLED [0 MOUND [0 CONFIGURATION: TRENCH IE3 BED rock DESIGN: u " HEADER IM D-BOX [[Z�J GRAVITY SYSTEM LJ DOSED SYSTEM ELEVATION OF BOTTOM OF DRAINFIELD IN RELATION TO EXISTING GRADE 24 INCHES [ ABOVE[]BELOWF< SYSTEM FAILURE AND REPAIR INFORMATION [ 1960 ] SYSTEM INSTALLATION DATE TYPE OF WASTE [h DOMESTIC [gI COMMERCIAL [ 400 ] GPD ESTIMATED SEWAGE FLOW BASED ON CD METERED WATER i[l TABLE 1, 64E-6, FAC SITE [[3 DRAINAGE STRUCTURES Q POOL �] PATIO / DECK [E—h PARKING CONDITIONS: E x SLOPING PROPERTY Il NATURE OF [E3 HYDRAULIC OVERLOAD [Eq SOILS 8 MAINTENANCE Ell SYSTEM DAMAGE FAILURE: [� DRAINAGE / RUN OFF [ ROOTS WATER TABLE [E FAILURE Ch SEWAGE ON GROUND TANK D BOX/HEADER 10 DRAINFIELD SYMPTOM: Ib PLUMBING BACKUP [� REMARKS/ADDITIONAL CRITERIA Existing Tank and Drain field certification SUBMITTED BY: V• DH 4015, 08/09 soletes p Incorporated 64E-6.001, FAC r,./,,, TITLE/LICENSE ~/ DATE: Dec. 11, 2015 oils a 'tions which may not be used) Page 4 of 4 PropertyQrd Site Address: 2775 N US Parcel ID: 1433-120'-0007- Account #: 1.1486 Sec/Town/Range: HWY 1 000-1 33/34S/40E Map ID: 14/33N Zoning: CG Use Type: 2700 Jurisdiction: Saint. Lucie County Ownership Legal Description Richard R Schmitt Sr 33 34 40 THAT PART OF N 315 FT OF GOV LOT 2 LYG W 292 Wekiva Park Dr OF US 1 (3658-496) Sanford, FL 32771 Current Values Historical Values 3-year Just/Market: $131,300 Assessed: S131,300 Year Just/Market Assessed Exemptions Taxable Exemptions: $0 Taxable: $131,300 2015 $131,300 $131,300 $0 $1,31.,300 2014 $151,000 $151,000 $0 $151,000 2013 $151,800 $151,800 $0 $151,800 Sale History Date Book/Page Sale Code Deed Grantor Price 07-31-2014 3658 / 0496 0002 WD Waters,Yvonne $150,000 01-04-1996 0993/2453 01 WD $100 View: Year Built: 1966 Primary Wall: CB Stucco Bedrooms: 0 Full Baths: 0 Half Baths: 0 Primary Building. Information Finished Area of this building: 1,344 SF Gross Area of this building: 1,344 SF Exterior Data Roof Cover: Tar & Gravel Roof Structure: BarJst/WdDk Frame: Grade: Y D Story Height: 1 Story No. Units: 0 Interior Data A/C %: 0% Electric: MAXIMUM Heated %: 0% Heat Type: Sprinkled %: 100% Heat Fuel: Total Areas Building Type:. INDW Effective'Year:1980 Secondary Wall: Primary Int Wall: Avg Hgt/Floor: 0 Primary Floors: CONC GRD Finished/Under Air 1,728 (SF): Gross Area (SF): 3,898 Land Size (acres): 1.27 Land Size (SF): 55,440 Total Building Count: 2 Special Features and Yard Items Type Qty Units Year'Blt CONCRETE LOW 1 1000 1940 ASPI HIGH 1 11000 1940 This information is believed to be correct at this time but it is subject to change and is not warranted. © Copyright 2015 Saint Lucie County Property Appraiser: All rights reserved. Page 1 of 1 http://www.pasic.org/RECard/ 11 /25/2015 r^� PAUL WEI-Ar-H INC. Mechanical * Electrical * Civil Engineering 1984 S.W. Biltmore St. Suite#114 Port Saint Lucie, FL 34984 Phone (772) 785 - 9888 Email pwelchinc@aol.com March 22, 2016 Re: Schmitt Garage 2775 N Us Hwy 1 1 Fort Pierce, FL Permit # 1511-0140 To Whom It May Concern: Please be advised of the revisions to the above referenced project as follows: 1) Revise plan to allow for no water heater installation as long as it is acceptable with the enforcing Building Department. Thank you for your attention to this matter. Submitted by: PAT _71NC. Paul Welch, P.E. Reg. No 29945 PW:PJ gT.1,UCl AEYI} /P N i DATE PLUM'0--� DATE MECW. _�— pAiE. —,-- 'Planning & Development Services Bullding,8 Code Regulation Division 2300 Virginia Avenue Fort Pierce; FL. 34982 Phone:(772)462-2172 Fax:(772)462-6443 REVIEW COMMENTS Page 1 PROPERTY INFORMATION Address: 2775 N Us Hwy 1 Owner(s): Richard R Schmitt Sr City / State / Zip: Fort Pierce, FI 34946 Parcel #: 1433-120-0007-000/1 Jurisdiction: SAINT LUCIE COUNTY Zoning: CG Lot#: 2 Block: APPLICATION INFORMATION Permit Number: 1511-0140 Stories: Automatic Sprinkler System? No Permit Type: COMMERCIAL RENOVATION CONTRACTOR INFORMATION Contractor Name: Lori Williams Fax Number: 772-468-8667 Business Name: D & M :oncre eiConstruct1, Business Addr: 331 Sunrise Dr City / State / Zip: Fort Pierce, FI 34945 REVIEWS AND COMMENTS Review jyp Status Reviewed By DOCUMENTS MISSING PENDING Angela Huff 11/9/2015 Comment: RECORDED NOTICE OF COMMENCEMENT. 1126/2016 Comment: NEEDS PLUMBING SUBCONTRACTOR FIRE DEPARTMENT REVIEW COMPLETE Tony Jerger Comment: FRONT COUNTER REVIEW COMPLETE Angela Huff Comment: NOTIFIED FOR PICK UP COMPLETE Audrey Humphrey Comment: PLANS EXAMINER ELECTRIC COMPLETE Walter Pride Comment: PLANS EXAMINER MECHANICAL COMPLETE Carl Peterson Comment: PLANS EXAMINER PLUMBING COMPLETE Greg Smyth Comment: PLANS EXAMINER REVIEW COMPLETE Ed Roseberry Comment: e-M &�Ce ek, ru-7n-6 ,apt- . f IQ- I Email: Lil4bit@Flbb.Net Date Started Date Completed 1119/2015 1/29/2016 Date Released 1/29/2016 11 /912015 11 /9/2015 11119120115 2/1912016 2/19/2016 2/19/2016 1217/2015 1/26/2016 1 /26/2016 12 /712015 1 /26/2016 1 /26/2016 12/4/2015 1/26/2016 1/26/2016 12/312015 1/25/2016 1/25/2016 J _ " s-A Planning-& Development Services Building B.Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL. 34982 Phone:(772)462-2172 Fax:(772)462-6443 REVIEW COMMENTS Page 2 ZONING REVIEW COMPLETE Jeffrey Johnson 11/10/2015 11/10/2015 11/10/2015 Comment: �I Page 1 of 2 BUILDING &CODE SYSTEM You are logged in —U C1Ece\—k as: Version 28. VfeW+WI,Mt8I WapRe00d§digPerm1t I Search Permit I Review I Inspection I Permit Fee/Pay I Misc Fee I Contractor I Reports I Malnt I Fiscal I Flood Log I Front Count I ERD I Green Cert I Energy Cale Please enter Permit # in textbox and Press ENTER to View or Edit a Permit OR click 'Add Permit' button to add new Pe SubmitQueryy}iPrinE- AD®OREDITPERMIT tAdoNewRenewal'Permitl Pnntnu'F Permit # Confirm # Status View Permit St Enter Permit#:(PressENTER) 1409-0211- �! 1409-0211 992 Finaledylewsc3nnt Enter ZC Proposed Bus Name(Press ENTER) Print Zoning C � =PROPERTY INFORMATION � ,Il— PARCEL 3 Address: IFORT PIERCE 1 FL 946 1 Historic: tJo Jurisdiction: SAINT LUCIE COUNTY] Owners) RICNARD R SOHMITT SR: i tl' _- _wy 1� S/D: ! f GOLONY;CLUB M{iP� Al Pazce] #: 1433120-0007-000/1 .1., ;) Block: Lot #: Zoning: COMME_ RCIAL.GENERAL" IFLU. ROM , " ,.... =``I Flood Map: PANEL 177,OFA10, ,: > Flood Elevation: Flood Zone: €1__ Location (MAINLAND: =� 235117 -3'i ,11 Add Contact Type (Contractor, `OwnerBuildei, Tenant, Applicaermltituriner) g !1 Click to Edit Property Owners and Then Return 2. to Update Property Owners Type Name Company Celt# Phone Fax Cell Email Street Addres City State Zip Ed@ Delete -RICHARD BOOTY Applicant SCHM11 T I SALVAGE (407) 399- 3946 292 WBQVA PK DR SANFORD FL 32771 Property I rick Schmitt Owner I I (407) 399- 13946 292 wekiva park drive Sanford Fl 32771 PERMITINFORMATION _. EDIT Permit information RenewThlsPermit I Permit Event Permit #: 1409-0211 Permit Category: „ ., .. - ,. m,., Permit Status: Finaled i m.. n , 1 Permit Type: ZONING COMPLI ! BUSINESS i 3 i Confirmation #: 992 _ Date Applied: 9/15/2014 Taken By: Igalbraithl A Date Issued: 11/19/2014 Issued By: Igivenscl y's Date Finaled: 0 Posted By: Flat Fee Valuation: 0 Date Voided: Voided By: Date Expired: 5/19l2015 Expired By: j Date Orig Expired: Date Renewed: I Renewed By: FCC: Max Expire Date: 5/19/2016 Ll `i SUB TRADE PERMITS INFORMATION Add Sub Permit - ,1'Message: iu - Sub Per Type Reg Oa Status I Contra Compan Cent# I Status OwnerB Tenant Phone ]ob_ Date Ap Filed By Date I55 Date Fin Date Status M `{ No data to display Permit #: 1409-0211 Confirmation #: 2 # New Units: 10 # New Floors: _ # New Buildings: = # New Bedrooms: = # New Bathrooms: _ ferior Type: ` NOC Required: NOC Received Date: NOC NOC Expire Date:= Cert CAP Required: �etbacks:_Front: 0 Back: 0 Left Side: 1 I Right Side: httn://code/(S(fks5ioeni5avvzc3rvo2iiziz0)1/Add EditPermit.asnx?Permit Id=218381 1/11/2016 Page 2 of 2 #Job Description: '�Additional Info: Certification Type: County Certificate/Registration #: BOOTY SALVAGE LLCM Proposed Business Name: v }� AUTO 6 BOAT SALES MINOR SERVICE AND REPAIR( BOATS SMALLER THAN 45') iy Proposed Use: Proposed Business Address: Shopping Center Name: SIC Code: Certificate of Competency Required: 0 Alcohol License Type Office Sq Ft 0 • 7:' Add Condition of Approval �If Date Date To Complied Comply Conditional of Approval Desc Date Last Created By Date Created Last Changed By Changed i �y No data to display Number of Banners Pool Dimensions (in feet) Length: Number of Days: 771 ( Pool wall must be a minimum of 10 Feet Width: ,i Display Period Start Date. from overhead Power lines) Height above ground: �0 End Date: Fence: 0 st Fence Permit Number: ',. jPool Ladder Description: L --z Employee Requesting File Date Requested Date Returned Notes New No data to display httn://code/(S(fks5ioeni5awzc3rvo2isiz0)1/Add EditPermit.aSDOPermit Id=218381 1/11/2016 I fl � S - e2 �v ( 'VIA 4,he, vl! k- b- II `dPIChaa YJ 1144), IV,,/ qx Al i -_ � . ,� -.. .. - =, - --- -- - - - - - -- — z� .. � � `-' _ ,� y Y _ _ \� \ _ � . � Via• 7 �t r. '� .,. t i� f ` ,'i } �- _ �L � - i _ t - , ^ �-'�'''-|1-'''-----'-''-'--�-''-��'------~-^-------------�'---~----^-----''`�`�~- -' - - `--_ _- ^^ � ~� || ^'' '---------'--'��'----~ PAUL WEL1Cu E;C. Mechanical * Electrical * Civil Engineering 1984 S.W. Biltmore St. Suite#114 Port Saint Lucie, FL 34984 Phone (772) 785 - 9888 Email pwelchinc@aol.com March 22, 2016 Re: Schmitt Garage 2775 N Us Hwy 1 1 Fort Pierce, FL Permit # 1511-0140 To Whom It May Concern: Please be advised of the revisions to the above referenced project as follows: 1) Revise plan to allow for no water heater installation as long as it is acceptable with the enforcing Building Department. Thank you for your attention to this matter. Submitted by: PAUL WELCH INC. 1 pG. Paul Welch, P.E. Reg. No 29945 PW:pj RECENVED MAR 2 8 2016 PUb,:c Occupancy Name: MP—(AAJP-Y Mal'al'y e Occupancy Type: Monitoring Company: ST LUCIE COUNTY Building Location: 2 N l�5 ContactPerson: -! Sprinklers/Standpipes: FIRE MARSHAL'S OFFICE Agent/Owner: Business Phone: 0 Number of Floors: 5160 NW Milner Drive Date ofInspection: 2- After Hours Phone: Inspector: Port St. Lucie, FL 34983 772-621-3322 FAX 772-621-3604 1. EXITS 8. STANDPIPES/HOSE STATION/RISERS Insufficient number Signs of rust or leaking - Exit signs not illuminated Fire Department Connection obstructed' Doors inoperable Fire hose out of date Improper locks/latches Valves not secured or tampered Obstructed access Hose station doors _ Access width not adequate a. Sticking closed No emergency egress lights b. Glass broken Fire hose pressure reducing washers missing 2. ELECTRICAL Signs of rust or leaking Improper use of extension cords Panel box/meter not accessible. 9. FIRE PUMPS Panel box - open penetrations Not being run by drop in pressure Electrical Room - improper storage Piping showing signs of rust/leaking Improper wiring or fixtures Not maintaining maintenance records Packing leaking excessively/need adjustment 3. BUILDING AND CONTENTS No storage allowed in pump room Housekeeping/improper trash _ Improper storage of flammables 10. GENERATORS Unprotected openings in firewalls Not maintaining maintenance records Penetrations in ceilings or walls Not being run weekly for 30 minute period Pressurized cylinders not secure No storage allowed in room 4. DAY CARE FACILITIES 11. STAIRWELLS Adequate staff not present Doors not self closing and/or positive`latching Improper locks on closets/bath doors Floor level sign mussing ' Electrical receptacles uncovered Roof access sign missing Teaching/artwork over 20% - Improper storage of clothing' 12. TRASHILINEN CHUTES Chute door not self closing or positive latching 5:�; FIRE PROTECTION EQUIPMENT Waste chute terminal room hopper door not self Fire extinguishers - improper # closing and/or positive latching Annual inspection tag Fusible link missing/wrong temperature rating ,,^` Improper type/size of extinguisher Poor condition of. cylinder _ - 13.- FIRE ALARM SYSTEM Improper location Inspection Tag Extinguisher cabinets and brackets Inspection Reports Fire Alarm Permit # 6. HOOD SYSTEM Devices Semi acnual inspection complete — Pull station horn/strobe inspections Improper use of UL listed filters — ---Grease accumulation 14. ALF/GROUP HOMES Y r^ Improper coverage License current Secondary egress 7. SPRINKLERS Evacuation capabilities complete System flow test completed Adequate staff ' Maintain minimum of 18" clearance Improper number of clients Valves opened and supervised `Fire Department Connection Fire sprinkler. riser "-Annual inspection tag NO VIOLATIONS NOTED Failure to correct these violations by compliance date may result in the filing of civil and/or criminal charges according to Florida State Statute 633: lac i Signature Represen Receipt of Notifica n Reinspection Date SUPEMIX TM+ "The On Time Concrete Companh!'O :ENTRAL CONCRETE SUPERMIX, INC.I�'''' CONCRETE DISPATCHERS: /�l/ South Dispatch: (305) 264-7101 l 7 North Dispatch: (561) 826-9364 '' CUSTOMER NO. DELIVERY TICKET DATE Block Dispatch: t305) 805-3226 WWW.SUPERMIX.COM MAIN OFFICE: 4300 S.W. 74th Ave. - Miami, FL 33155 PHONE: (305) 262-3250 • FAX: (305) 267-0698 SERVING MIAMI-DADE, BROWARD, PALM BEACH, MARTIN & ST. LUCIE COUNTIES SOLD TO DELIVERY ADDRESS �7,72.s � r QUANTITY ITEM DESCRIPTION UNIT PRICE EXTENSION MINUTES ALLOWABLE TIME' — PER MINUTE — EXTRA UNLOADING TIME CHARGE _ — X $1.00 `6 MINUTES PER CU. YD. ALLOWED SHORT LOAD CHARGE SLUMP t AMOUNT THIS DELIVERY TOTAL CU. YDS. OF YOUR ORDER FOR CU. YDS. TAX CUSTOMER OR HIS AGENT ASSUMES FULL RESPONSIBILITY FOR STRENGTH AND/OR PERFORMANCE OF ANY CONCRETE PLACED ABOVE DESIGN SLUMP OR WHEN • WATER IS ADDED. WATER ADDED ❑ YES ❑ NO GLS. ,L •TIME ARRIVED ON JOB STARTED UNLOADING FINISHED UNLOADING LEAVING THIS JOB TOTALTIME f SUBJECT TO THE TERMS, CONDITIONS AND `CAUTION"WARNING LISTED ON BOTH THE FRONT AND BACK OF THIS TICKET. TRUCK DRIVER I acknowledge that I have received and accepted the materials listed on this ticket. I understand and agree to the terms on both the front and back of this ticket. RECEIVED BY: X 21 LOADING POINTS AT 16 LOCATIONS TO SERVE YOU BETTER CONTROL 4 �%\1A coH,. MIAMI • DOWNTOWN MIAMI • WEST MIAMI • AIRPORT - OPA-LOCKA • MEDLEY • PERRINE • PEMBROKE PINES DEERFIELD • BOCA RATON • RIVIERA BEACH - STUART • W. BROWARD - FT. PIERCE - E. BROWARD - DELRAY PRODUCERS AND SUPPLIERS OF QUALITY READY MIXED CONCRETE AND CONCRETE BLOCK NRMCA ':sw�. DELIVERY COPY .J J mom ffelzirAlkINFA; M,. AOL CONCRETE, BUYER, OR HIS AGENT, AGREES TO ASSUME RESPONSIBILITY FOR . ANY PROPERTY rlR DAMAGE FROM r MAKING DELIVERYCURB LINE. ALL CLAIMS MADE AT TIME OF DELIVERY. IF IT BECOMES NECESSARY TO BRING ANY ACTION TO COLLECT AMOUNTS DUE -ON THIS INVOICE, PURCHASER SHALL BE RESPONSIBLE FOR REASONABLE ATTORNEYS FEES AND COURT COSTS INCURRED �BY VENDOR IN SECURING COLLECTIONS. INTEREST SHALL ACCRUE ,AT,1 1/2% PER MONTH ON OUTSTANDING BALANCES. r_ SAINT LUCIE COUNTY FIRE DISTRICT C�UNTy IN PLAN REVIEW FORM � .o> ��°� i I 5160 N.W. Milner Drive Port Saint Lucie, FL 34983 Telephone: 772-621-3322 �RFDI S� Fax: 772-621-3604 Web Address: www.slcfd.com Building Dept. SLC FMO Permit # B-16-28 Project Name Booty Salvage Schmitt Garage BLDG Permit # 1511-0140 Address 2775 North US Hwy 1 City Ft Pierce Contractor ]Dom Concrete 6� Address 331 Sunrise Drive City Ft Pierce State FL Zip 34945 Telephone (772)201-8378 Architect/Engineer Paul Welch Telephone (772) 785-9888 Occupancy Type Storage Construction Type V Square Feet 1328 Occupant Load 5 per pains Number of Stories I1 Access Box Access Key Switch AFS Permit FA Permit F FFP Permit F General Notes 1. An electronic copy of the construction documents submitted on a CD is required. The file format shall be .pdf only. 2. All revisions, including the electronic copy must be received prior to permitting. 3. The Fire Marshal requires 24 hour notice on all Inspections. 4. The respective Building Department shall schedule all final inspections through the Fire Marshal's Office. 5. Failed inspections require payment offee prior to rescheduling of further inspections. 6. Penetrations through rated assemblies shall be of the proper UL design. Design criteria shall be submitted with the construction plans. 7. Fire alarm panels shall be located indoors within air conditioned space. B. Plans and construction are subject to corrections In the field to maintain code compliance. 9. Automatic fan shutdown is required for HVAC system/s that exceed 2,000 cfm design capacity. 10. The Installation or Alteration of Fire Sprinklers, Fire Alarms, and Fixed Fire Protection Systems require a separate review and permit. THE FLORIDA FIRE PREVENTION CODE, 2010 EDITION IS CURRENTLY ENFORCED. BUILDINGS WITH LIGHT -FRAME TRUSS -TYPE CONSTRUCTION SHALL BE MARKED WITH APPROVED FIREFIGHTER SAFETY WARNING SIGNS IN ACCORDANCE WITH FLORIDA ADMINISTRATIVE CODES 69A-3.012 AND 69A-60.0081 PRIOR TO RECEIVING A CERTIFICATE OF OCCUPANCY. See General Notes Above and Required Revisions Below Page of 11 Reviewed by Tony Jerger Date 01 /29/2016 ST. LUCIE COUNTY FIRE DISTRICT FIRE PREVENTION BUREAU Office of the Fire Marshal SAINT LUCIE COUNTY FIRE DISTRICT INSPECTION CHECK LIST Telephone: (772) 621-3322 Fax: (772) 621-3604 FIRE WALLS PENETRATIONS HVAC/DAMPERS SMOKE TEST SPRINKLERS UNDERGROUND HYDRO SPRINKLERS ABOVEGROUND HYDRO SPRINKLER FINAL FIXED FIRE SUPPRESSION SYSTEMS FIRE ALARM FINAL BUILDING FINAL MISC. INSPECTIONS "Our Family Serving Yours" 5160 N.W. Milner Drive, Port St. Lucie, Florida 34983-3392 Telephone. (772) .621-3400 0 Fax: (772) 621-3500 . www.sleffd.eom SECTION 28 SECTION 33 WNSHIP 34 SOUTH RANGE 40 EAST LEGEND: FRC=FOUND IRON ROD & CAP C=CALCULATED CONC=CONCRETE BLK=BLOCK SRC=SET 5/8" IRON ROD & CAP LS5932 TYP=TYPICAL �J WHISPERING CREEK CO—OP N SCALE: 1 "= 30' NORTH / 1/4 CORNER FRC, 4572 121.80'(M) SUPER STOP PETROLEUM,INC. \ ASPHALT O� - NORTH LINE OF GOVERNMENT LOT 2 N89'38'22"E(M \ \ \` � I I ERG i F ni °2 0 Nr^ e \ 9` f \ \ cS 00 ✓ �' Zf tea. I ' 4r 54 i no ASPHALT O zi <� ➢` L0 10201 75' m 9112' \ 22,03' S' CHP FEr (T• 216.61 12' " / S89'38'22"W(C WEST LINE OF a' —a_ WHISPERING CREEK GOVERNMENT LOT 2 c�nINUNK FENCE CO—OP _ 6__._ SURVEYOR NOTES: 1) THE SURVEY DEPICTED HEREON WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT OR OPTION OF TITLE. NO SEARCH OF THE PUBLIC RECORDS WAS PERFORMED BY THIS OFFICE. 2) THE WEST LINE OF GOVERNMENT LOT 2 IS TAKEN TO BEAR NORTH 00'21'53" EAST, AND ALL OTHER BEARING SHOWN HEREON ARE RELATIVE THERETO. 3) SUBSURFACE IMPROVEMENTS, IF ANY, WERE NOT LOCATED AS PART OF THIS SURVEY. 4) LAST DATE OF FIELD SURVEY 2/23/2015. ASPHALT SRC WEST RIGHT—OF—WAY LINE DESCRIPTION (OFFICIAL RECORDS BOOK 3658, PAGE 496) THAT PART OF THE NORTH 315 FEET OF GOVERNMENT LOT 2, LYING WEST OF U.S. HIGHWAY No.1, IN SECTION 33, TOWNSHIP34 SOUTH, RANGE 40 EAST, LYING AND BEING IN ST. LUCIE COUNTY, FLORIDA. SURVEYOR AND MAPPER'$ SIGNATURE BOUNDARY SURVEY FOR: 1. UNLESS IT BEARS THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, THIS MAP/REPORT IS FOR INFORMATIONAL PURPOSES ONLY 9ND-IS NOT VALID. �� 2. NO SEARCH OF THP PJBUC RECOR§S HAS BEEN MADE BY THIS OFFICE. { L� i Ted E. Ph111ips, PSM - TEPHILLIPS, LLC, REVISIONS: 102 SW Parish Terrace Port ST. Lucie, Florida Sheet j OF 1 Scale: 1"=30' T.(772)359-7023 ted—phillips@comcast.net Computed: TP Field Book: MISC 1 I Checked: TP Date: 2/24/2015 State of Florida License No. LS5932 Page: 51 FILE NO, 15-005BNDY Field: TER Project No. 15-005 \\ \\ \ \ GENERAL NOTES PROJECT NAME RUDY'S SALVAGE OWNER RICHARD R. SCHMIT SR. 292 WEKIVA PARK DR. SANFORD FL 32771 \\ \\ LOCATION 2775 N. US H'WY#1, ST. LUCIE COUNTY PIN 143312000070001 LAND USE CG \\ \\ LAND ZONING CG \\\\ \\\ \ \ \\UTLL TIES ELECTRICAL FPUA WATER/SEWER ON SITE WELL/ SEPTIC TANK & DRAINFIELD TELEPHONE :ATT \\ \\ \\ \\ SOLID WASTE AUTHORIZED SOLIDWASTE CO. LEGAL DES-OB:OFFICIAL RECORDS BOOK 3656 \\\ \\\ \\\\ \\\\ \\\ THAT PART OF THE NORTH 315 FEET OF GOVERNMENT LOT 2 `\ \\ LYING WEST OF US HWY#1 PLAT BOOK (3658-496) TOWNSHIP 34 SOUTH RANGE 40 EAST LYING IN ST LUCIE COUNTY, FL. gist. N �gl EX,St N �etat Ex st t 540e I o 9rea T of l . ° 4 I`� \ s C85 Meta o CD P CONCRETE STOP Symbol Shall be 5' high & White in Color. (FDOT IND# 17546) 36SFi �/ Cane a \ \ \\ . s�. Exile'. N Xl Ge �' .�wy \ Asph r 1 153 a Exist. 6' TOP OF BANK LINE N8938'22"E 21 Proposed Sidewalks & Ramps Must Comply W/ADA Standards El 11 NOTES PARIQNG BY 1 Top Portion of Fl? 25 & 28 DISABLED Shall Have a Reflective Blue PERMIT ONLY Background with white Reflective Symbol & Border 2 Bottom Portion shell have a �250 FINE White hfa Background with Opaque & Border FTP 26 S FTP 25 is for use in areas Where Space is Limited 4 Height shall be 7 FT. Measured Prom the Ground or Sidewalk to the Bottom of $250.00 Fine Sign or 8 FT. to the Bottom A of Permit Only Sign. MG DISABLED PERMIT ONLY 0000000010 co 75' 2 1.7 10' ti OIN SOI $250 FINE FTP 25 STRIPING DETAIL N.T.S. 4IN WHITE BAR I EXIST. CBS BUILDINGS 0.0383 1670 0.65 \ \ \ I EXIST. METAL BUILDINGS 0.0220 960 1.44 \\ \\ \\ I EXIST. METAL SHEDS 0.0201 876 10.27 \ \ EXIST. PAVED PKG/DWY ISLES 0.4075 17748 31.11 EXIST, PADS 0.0036 156 0.25 TOTAL IMPERVIOUS 0.4915 21410 43.72 G \\ \\ I BUFFER/OPEN SPACE 0.7622 33201 45.55 I TOTAL 1.2537 54611 100.00 \ \ \`\ \\ y \\\ \\ L------ ------------------ PARKING_ CALCULATIONS \\ \ \\ \\ rHRKING SPACES REQUIRED: LIGHT INDUSTRIAL 1 SPACE/500SF x 1670 = 3.34� \\ \\ STORAGE 1 SPACE/1000SF x 1836 = 1.84 TOTAL 5.00 \\ \\ \\ \ PARKING PROVIDED 5 REGULAR & 1 H.C. TOTAL 6 PKG SPACES LOCATION MAP \ \\ \\ \ \\ 11 z ST Z£ \\ \\\ II H y \\ \\ \ z LUCIE BLVD Project \ \\ Location �cPJ \ ANGLE RD \ CLJ 11 \ \ \ 11 ORANGE AVE I \ \ \ Isl yt Py s., \ 1 \ 48 HOURS BEFORE DIGGING °GPM F P' \GENSF.... '%c CALL TOLL -FREE 1-800-452-4770 _ N471�, \\ \\ \\ \\ SUNSHINE STATE ONE CALL - — 4�' . 9 9 9 ?�. SCALE _2 OF FLORIDA, INC 'OT ,O<ORIOP:'' UNDERGROUND UTILITIES NOTIFICATION CENTER`sS%ONAx„?O q,niw� ❑NJU REVISIONS DATE �'y js DESIGNED BY AC ABRAHAM CHABAB, Inc. TOOT SALVAGE FL. BOARD OF PROF. ENG. AUTH.#26790 ,�y31itf Cret,9?f DRAWN BY AC 5428 NW EDGEWATER AVE DATE Se 19/15 p PORT ST. LUCIE FL. 34983 MINOR ADJUSTMENT TO Email agchababl®msn.com MINOR SITE PLAN 772 876-5079/475-6630 Fax 772 785-8291 SHEET 1 OF 1 W BUILDING IS PROPOSED TO BE USED AS A BOAT MECHANIC: / BOAT REPAIR SHOP, ALL DOORS OF THE BUILDING WILL BE OPEN WHILE BUSINESS IS OPEN. ING CONCRETE TIE BEAM R DRILLED OUT AND EPDXIED TSTING BEAM WITH 8" 4UM EMBEDMENT (EACH SIDE) X16" CONCRETE BLOCK 1 .,T. REBAR IN (3000 PSI) RETE FILLED CELL I SIDE OF NEW OPENING) 'O FINISH (EXTERIOR) K BELOW OPENING REMOVED 3AR W/ 30" MIN. LAP SPLICE i2 DRILLED OUT AND EPDXIED ISTINGFOUNDATION WITH 8" IUM EMBEDMENT (EACH SIDE !W OPENING) ITNG CONCRETE FOUNDATION TYPICAL VERT9 BAR -IN EXIST. WALL DETAIL nts_, NOTE: MERIOR WALL SIMILAR PROJECT DATA: ,' NAME: SCHMITT GARAGE ^ ADDRESS: 2775 N US HWY I FORT PIERCE, FL I . _ . r.- - Planning & Development Services Department SQUARE FOOTAGE: 1328 SQ. FT. #� (C+ � _ Building &Regulations Division OCCUPANCY CLASSIFICATION: GROUP S-1 (STORAGE) Product Review Affidavit LOAD: ° TYPE OF CONSTRUCTION: 5 PEOPLE +i f r SCOPE OF WORK Building Permit # Owners Name �� ;a ^� «t Inn t.< ` & Applicant: - CUT OPENINGS AND INSTALL ROLLUP DOOR AND STOREFRONT WINDOWS/DOOR AT FRONT OF EXISTING BUILDING PER PLAN. - INSTALL SHUTTER AT STOREFRONT WINDOWS / DOORS PER PLAN. - CUT OPENINGS FOR NEW CASED OPENINGS AT INTERIOR OF EXISTING BUI,DINGPER PLAN. - INSTALL ELECTRICAL PER PLAN. - ECT... NOTE: ALL CONSTRUCTION MUST COMPLY WITH THE FBC 2014, , 2014 PLUMBING CODE, 2014 MECHANICAL CODE AND THE NEC (NFPA 70) 2011 EDITION. NOTE: ALL ADDITIONS, REPAIRS, AND ALTERATIONS MUST COMPLY WITH THE F.B.0 2014 FOR EXISTING BUILDINGS, THE FBC 2014. THIS IS AN ALTERATION LEVEL 2 AND MUST COMPLY WITH THE FBC 2014 FOR EXISTING BUILDINGS CHAPTER 7 AND 7. NOTE: THIS STRUCTURE IS PROVIDED WITH ON SITE RESTROOMS IN ADJACENT BUILDING THAT ARE PROPOSED TO REMAIN. NOTE: THIS BUILDING IS NOT PROVIDED WITH FIRE SPRINKLER SYSTEM, AND FIRE SPRINKLER SYSTEM IS NOT PROPOSED. NOTES: �gy Product Opening Design Pressures Product Rated Design Pressure Manufacturer Model Number Product Approval Number Glass Type Method of Attachment wkuiows °f A Mullions f''i5.6 _3g,6 '"). 4b TeU LITE eLAA45'ALvm C1a450-11 �L3i IR `I (p2, 1 N)A ik 14*I"-11t1ST'7 I1LL 4G¢FW hPr.o t+E r7 Fixed Glass '135.(a -3$-(, 41-41, Ted WTC CZLAS$" wM I C11h50 FL31 {'}gto2,1 ttot+- -uPnGT Ito"f 1314" #AN"I EF qr e1] uL•i CA 4cpw AT S" D.e, Block Glass N �/'p� Skylights _ Sliding Glass Doors Swl T Doors i•3�,G `aA.6 f t/, �I, 0 Teu Ltrg cd1. 5 (vo h,,��'A„':5�1.WQ , r1 1"'�� IT(et(G , i ara- .TMot4il V4"AI;4 TICS G''" 3J O.e (""�lZ 'I `. l(17hgp( owl tss, • +s,2 +/-A�4 wATto ruNLTo.1 6f.L FLit &145. t-6 9/a, ylg"x 3�, rv*si) WrD&E ANL110� KLUV ptok or" 34 "l SS14''41,2 (-LZ Pt. r,POo20 FL-914 Soi&I N(A °/2"'71KP$ OW ry lD L• F ALL 4'124 EM*, DC, Hurricane Protection tMi,g,Ls Sb 69UTTE SlIuTTER Bwt•0-rwV NAtt TfL.uy 1704 1224 t0•1 NI,p. 5/rls^ %;rE►thEti 1CL T4f',totJ (a. '�l1t O, C, entilatiorl N �ia _._ ..-,z.� Fjwt t. Ucok' t36,f.1-3s»(. 1�'ir! ... TureMaiKv 9t �,t.raL� fLb&. 7s224,1 "ld 1'h" AlfW, frbtbL°'* JAftAW oA*r (" 14" 0,4 , -THE CONTRACTOR,SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL ,+ //,ye140 N•'tf Foe M.CC C9eTA1Lt6 4WD exo.cT FAstrwo?- ti-914.•Ilo�45 RrftCe TO MAMUF6ctWF_tZ1, TN4�etLAllon DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. -STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. -ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. STRUCTURAL NOTES 1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10. 2) SOIL BEARING CAPACITY: 2500 PSF (MIN.). 3) ALL STRUCTURAL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. 4 MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS• I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions. Name: ?Auvy4cws �Ma Signature: seal Design Prof: `"n u L vJ Cert. No. 29 g 4`-_ Date: _ IN 1 L 2° " FOOTINGS: 3" BEAMS: 1'/:" SUSPENDED SLABS: 1'h" 5) LAP ALL REINFORCING STEEL MINIMUM OF 48 BAR DIAMETERS EXCEPT AS ELECTRICAL LOAD CALCULATIONS (PANEL EP) "PER NOTED GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS. NEC 6) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 1328 SQ, FT. @ 3.5 VA 4648 VA 7) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO 9 RECPT'S Cry 180 VA 1620 VA INSTALATION OF HARDWARE IS NOT PERMTI'ED. N• Z�r�lwo�b 8) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE MISC (W / RAN TUGLuD2rD) 10000 VA SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICIES. TOTAL 16268 VA ELECTRICAL NOTES - ALL ELECTRICAL INSTALLATIONS AND EQUIPMENT SHALL BE IN ACCORDANCE WITH 16268 THE REQUIREMENTS OF THE N.E.C. (NFPA 70) AS AMENDED, AND ALL LOCAL & STATE 240 = 68 A CODES IN FORCE AT THE TIME OF CONSTRUCTION. - GROUND SYSTEM IN ACCORDANCE WITH ARTICLE 250 N.E.C. - SYSTEM VOLTAGE SHALL BE 120/240 VOLT, SINGLE PHASE. - PANELBOARDS AND LOAD CENTERS SHALL BE SQUARE "D", ITE, OR APPROVED EQUAL. USE: 100 A ELECTRICAL PANEL - ALL CONDUCTORS AND BUS BARS SHALL BE COPPER - ALL MATERIAL SHALL BE U.L. APPROVED. - PROVIDE ALL NECESSARY PERMITS REQUIRED. - PROVIDE TEMPORARY SERVICE FOR USE BY ALL TRADES BURRING CONSTRUCTION. - PROVIDE A TYPEWRITTEN DIRECTORY FOR EACH PANELBOARD OR LOAD CENTER PANEL: "EP" MAINS: MLO TYPE: SQ. "De OR ITE BUS RATING: 100A, 3W, SN MOUNTING: SURFACE VOLTAGE: 120 / 240 / 1 / 60 CKT NO. POLES AMPS DESCRIPTION WIRE ICOND. CKT NO. POLES AMPS DESCRIPTION WIRE COND. 1 I 1 20 LIGHTING /RECPT #12 1/2" 2 1 , 20 LIGHTING / RECPT #12 1/2" 3 1 20 LIGHTING / RECPT #12 1/2" 4 1 1 20 1 LIGHTING / RECPT 1 #12 1/2" 5 1 20 LIGHTING / RECPT #12 j 1/2" 6 1 20 !LIGHTING / RECPT #12 1/2" 7 1 20 LIGHTING / RECPT #12 1/2" 8 1 20 'LIGHTING /RECPT #12 1.1f2" 9 1 20 LIGHTING/.RECPT #12 1/2" 10 1 20 ISPARE #12 ut2 11/2" xy 11 o _1!✓. N. r7lc Ile 12 ( to I EXH. Fos 13 space 14 1511 16 space 17 _space j 181 space 19 ; space 20 space 21 ' space 22 space PROVIDE ALL EMPTY CONDUIT WITH PULL STRING AS REQUIRED BY PHONE CO. - VERIFY ALL REQUIREMENTS PRIOR TO BIDS. CONTRACTOR SHALL MAKE FINAL ARRANGEMENTS FOR TELEPHONE AND ELECTRICAL SERVICE. VARIFY-TRANSFORMER LOCATION AND SERVICE POINTS FOR ALL UTILITIES PRIOR TO BIDS. ALL ELECTRICAL RECPTACLES SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION. �^-+ VERIFY ALL EQUIPMENT ELECTRICAL REQUIREMENTS BEFORE INSTALLATION. fig✓ p PANEL,PROVIDE NEW ELECTRICAL TIE INTO EXISTING ELECTRICAL SERVICE. _- __:_.__ _....--..--- d'S z<'4• _ _ _. �-- _. _-, S 5� �.t NOTE: ALL ELECTRICAL WORK..•.... r , TO COMPLY WITH NEC CLASS 2, DIVISION 2- ,_ REQUIREMENTS. mom Planning & Development Services Department r ~� Building & Code Regulations Division ' 2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553 Certification for Design Load Compliance Project Name; SCHMHTCiARAGE Project Address: 2775 N US HWY 3 FORT PIERCE, FL Permit If: Occupancy Type; F-1 Construction Type: V INSTRUCTIONS FOR USE: • This certification must be completed, signed, and sealed by the design professional of record. • Submit (2) copies for residential. (3) copies for commercial with all permit applications involving the following: o New Residences (single or multi -family) o Residential Addition o Any accessory structure requiring a building permit o Any rtort-residential structure. * Note: Form not required for interior renovations provided that no exterior structural elements are affected and certain minor building permits at the discretion of the local building official. Contact the #above for questions. DESIGN PARAMETERS AND ASSU WTiONS USED: (complete all that apply) 1. DESIGN CODE: Florida Buildin¢__ Code 2014 Edition with 20 ____,Supplements using ASCE 7-10 2. Structure Designed as (check one): X Enclosed _ Partially Enclosed _ Open 3. Risk Category: I X II III_ IV Exposure Category: B X C 0 4. Design Wind Velocity 165 mph 128 ASD N/A LRFD End Zone Width: 5 ft S. Mean Roof Height: ILL ft Roof Pitch: 0.3 .12 Parapet: N/A ft 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): Zone 1: 16.0 16.0 :16.0 35.8 35.8 33.9 -35.8 Zone Z; Zone 3: Zone 4: Zone S: Garage: -60.0 -90.3 -38.8 -47.9 -44.2 7. Design Loads: Floor: 40 PSF Roof/Dead: 5 PSF Roof/Live: 20 Balcony:. N/A PSF . Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PLF / CONCENTRATED S. Were Shear Walls Considered For Structure? X Yes —Not Applicable Explain Why Not: 9. Is A Continuous Load Path Provided? X Yes —Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure: _,,,_ 2500 PSF Soil Test Reports Submitted? Yes DESIGN PROFESSIONAL CERTIFICATION STATEMENT: I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie County. I also certify Ihat structural elements depicted on these plans provide adequate resistance to the design forces specified: Paul Welch P.E. 29945 f 5115 Print Name Cert # & Co. Cen Auth. Paul Welch Inc. ON PLAN 11/2/2015 Signature, Date, and Seal SLCCDy Form it UZU-12 RMSea i/1S/1Z I1S) . t:,xIdr-rlde. CIE �EJNPI %T OVE 1"ITricAl-} - �. �I�(tt�lll� � _� � P1tD L'S ('rTl.1(; / i LT-f 6, 1,) �gPt lA I�r®i am j�°ILL uP D w/ +5Ys.W,s, r-vo r"f . , /, �1t1`�1 Q°LI_LIP D� c ✓. 5�'t�.'( © (2sLtJPA(4' `, fc E Xt4't Rbu.LIP'QiG r 1 �r� � 7V5Ew h t rn pewrl �y y IBLDG, WCIE Coo ROO 11�;L2�! ELE r i -4,d i • PLUMS: ,�j� t4 DATE: MECH: DATE: ` 1984 S.W. Biltmore St. Suite #114 Port St. Lucie, FL Company Name & Address EXHAUST FAN NOTES: SIZED PER FBC MECHANICAL: CH 4 0.75 CFM PER FT SQ I Hg a ouft z (21 psiT8/MC (TYl• OF Ici Cl �i rs' l Eir1 M/ — —=f 1 T EMOC[�. LIG>ITr11 j ftzGr_ LIP I I T�6t Li_ I � (TRPbP?? a s _ k ( hlkt> is fr, 10 v f i �. I 1 W~ G LsRD iI h131hils I eo �orZk /Ai1FrQ. -� .. ,.- i I p C(Ift b(��Nt1IGG _' Ey1st tlrgeaMAat, Yk �i� DN1. I v rx�s�.TI ¢FA3Y ) L t2 4A-12J& s _ I I E_ _ _led.SAts 4®.5.,/4, 7 ` Ih13 ' ¢q 'P:nT ,�twoDeNtN(L G � br- evte2�, L�u't�t�gaTT P,Aup (z)-o PAR LcA / ew mo.t&,a, I TO 7 IJrvi 1+0100 KoLLur Cw_ F y19r. 'il¢ 3€AP A0.gY t �i11LJ77¢2- MULLIa�-= F_AGL sl� PS ®F F- 3° I +, 0„ �NIK T. WALb A1¢ L®uvEfti ew I IL /"1.,`y ""•'Tole �(Z41J^i '"J/ �..- ._... ... Ai2£yep E'/lhTi;,Ja phrLLAJL.7 �061 DovJIJh41LITYER 1 /?•rt, ,..w..,,.--..moo.^•-coy.-...•--."---w�^`,__..`_... _.___'.,_.._ i� _,�_ more,.Mcr Fi.liboG Alc4ee_+�a (IPsasa l L MV V-J r WALL i'lt- (T-M Or . ) A1, ir , l ...i.uY k: PAUL WELCH INC. MECHANICAL t E L.ECTkICAL * C110L ENGINEERING 1984 S.W. BILT'WORE ST. SUITEr1#' 114 ,yam PORT SAINT LUCIE, FL 34984 PHONE EMAIL (772) 78H - 9888 PWELCHINCOAOL.COM A,1 PAUL WELCH P.E. FL. REG. No. 29945 0 TYPICAL MALTESE CROSS (FIGURE 1) nts... MALTESE CROSS SPECIFICATIONS: "APPROVED SYMBOL" MEANS A MALTESE CROSS MEASURING 81NCHES HORIZONTALLY AND 8 INCHES VERTICALLY, OF A BRIGHT RED REFLECTIVE COLOR, DESIGNED IN ACCORDANCE WITH FIGURE 1. (3) ANY COMMERCIAL, INDUSTRIAL, OR MULTIUNIT RESIDENTIAL STRUCTURE OF THREE UNITS OR MORE, WHICH USES HORIZONTAL OR VERTICAL LIGHT -FRAME TRUSS -TYPE CONSTRUCTION IN ANY PORTION SHALL BE MARKED WITH AN APPROVED SYMBOL TOWNHOUSES ARE NOT MULTIUNIT RESIDENTIAL STRUCTURES AND THEREFORE NOT SUBJECT TO THIS RULE. EACH APPROVED SYMBOL SHALL INCLUDE WITHIN THE CENTER CIRCLE ONE OF THE FOLLOWING DESIGNATIONS: (A) STRUCTURES WITH UGHT-FRAME TRUSS ROOFS SHALL BE MARKED WITH THE LETTER "R". (8) STRUCTURES WITH LIGHT -FRAME TRUSS FLOOR SYSTEMS SHALL BE MARKED WITH THE LETTER "F". (C) STRUCTURES WITH LIGHT -FRAME TRUSS FLOOR AND ROOF SYSTEMS SHALL BE MARKED WITH THE LETTERS "RF." (4) THE APPROVED SYMBOL SHALL BE PLACED WITHIN 24 INCHES TO THE LEFT OF THE MAIN ENTRY DOOR AND: (A) BE PERMANENTLY ATTACHED TO THE FACE OF THE STRUCTURE ON A CONTRASTING BACKGROUND, OR (B) BE MOUNTED ON A CONTRASTING BASE MATERIAL WHICH IS THEN PERMANENTLY ATTACHED TO THE FACE Cr THESTRUCTURE. (5) THE DISTANCE ABOVE THE GRADE, WALKING SURFACE OR THE FINISHED FLOOR TO THE BOTTOM OF THE SYMBOL SHALL BE NOT LESS THAN 4 FEET (48 IN.). (6) THE DISTANCE ABOVE THE GRADE, WALKING SURFACE OR THE FINISHED FLOOR TO THE TOP OF THE SYMBOL SHALL BE NOT MORE THAN 6 FEET 172IN.). (7) IN SINGLE TENANT STRUCTURES WITH MULTIPLE MAIN ENTRY DOORS, SUCH AS BIG BOX RETAIL STORES, DEPARTMENT STORES AND GROCERY STORES, THE AUTHORITY HAVING JURISDICTION IS AUTHORIZED TO REQUIRE THAT OTHER MAIN ENTRY DOORS OF THE STRUCTURE BE MARKED WITH AN APPROVED SYMBOL TO CARRY OUT THE PURPOSE IN SUBSECTION (1) ABOVE. (8) IN MULTIPLE TENANT STRUCTURES AND COVERED MALL STRUCTURES WITH MULTIPLE MAIN ENTRY DOORS, THE AUTHORITY HAVING JURISDICTION IS AUTHORIZED TO REQUIRE THAT OTHER MAIN ENTRY DOORS OF THE STRUCTURE BE MARKED WITH AN APPROVED SYMBOL TO CARRY OUT THE PURPOSE IN SUBSECTION (1) ABOVE. (9) IN MULTIPLE TENANT STRUCTURES AND COVERED MALLS WITH MULTIPLE MAIN ENTRY DOORS, THE AUTHORITY HAVING JURISDICTION IS AUTHORIZED TO REQUIRE THAT OTHER MAIN ENTRY DOORS BE MARKED WITH AN APPROVED SYMBOL TO CARRY OUT THE PURPOSE IN SUBSECTION (1) ABOVE. IN SUCH STRUCTURES, APPROVED SYMBOLS SHALL BE MARKED ON ONE SIDE OF THE STRUCTURE ONLY AND SPACED NOT CLOSER THAN 100 FEET OR AT EACH END OF THE STRUCTURE WHEN SUCH STRUCTURE IS LESS THAN 100 FEET IN LENGTH. (10) THE OWNER OF EACH NEW STRUCTURE REQUIRED TO COMPLY WITH THIS SECTION SHALL MARK THE STRUCTURE WITH THE APPROVED SYMBOL PRIOR TO RECEIVING A CERTIFICATE OF OCCUPANCY. (11) THE OWNER OF EACH EXISTING STRUCTURE REQUIRED TO COMPLY WITH THIS SECTION SHALL MARK THE STRUCTURE WITH THE APPROVED SYMBOL WITHIN 90 DAYS OF THE EFFECTIVE DATE OF THIS RULE. (12) WHERE THE OWNER OF THE STRUCTURE AND THE AUTHORITY HAVING JURISDICTION DISAGREE AS TO THE USE OF LIGHT -FRAME TRUSS -TYPE CONSTRUCTION WITHIN THE STRUCTURE, THE OWNER SHALL BE GRANTED NOT } MORE THAN 45 DAYS TO PROVIDE WRITTEN VERIFICATION FROM A LICENSED ENGINEER OR LICENSED ARCHITECT: OTHERWISE, THE OWNER SHALL COMPLY WITH THE RULE. o� IAT� N I roc, To ��1.Atsil,J uNwoJCE� (7uLRl�J t9 �I.i41 nl4`�S -40I) 6`2 J AN (le,-(, 'Gtr R 90- PAUL WELCH INC. MECHANICAL * ELECTRICAL * CIVIL ENGINEERING 1984 S.W. BILTMoRE ST. SUITE# 114 PORT SAINT LUCIE, FL 34984 PHONE EMAIL (772) 785 - 9888 P1tVELCHTNCCbAOL.COM PAUL WELCH P.E. FL. REG. No. 29945 EXISTING CONCRETE TIE BEAM #5 BAR DRILLED OUT AND EPDXIED p/l/// TO EXISTING BEAM WITH 8" MINIMUM EMBEDMENT 8"X8"X16" CONCRETE BLOCK (CMU) #5 VERT. REBAR IN (3000 PSI) CONCRETE FILLED CELL (EACH SIDE OF NEW OPENING) STUCCO FINISH (EXTERIOR) #5 REBAR W! 30" MIN. LAP SPLICE 45 BAR DRILLED OUT AND EPDXIED TO EXISTINGFOUNDATION WITH 8" MINIMUM EMBEDMENT (EACH SIDE OF NEW OPENING) dl i+Ia6+k + p�, — "EXSISTING CONCRETE FOUNDATION It �� .• u TYPICAL WALL SECTION AT RESTROOM ats... A s NEW #5 BAR X 6 ° MIN. EMBEDMENT INTO EXISTING WALL DRILLED OUT AND E�OXIED TOEXLSTING WALL @ 24" Q.C. VERTICAL (6-fROM TOP AND BOTTOM) NEW #5 VERT. BAR &e FILLED CELL EXISTING NEW WALL WALL 1 PLAN VIEW ., I TYP I CAL STARTE CO LU Iyfl N nte.. 40 A 1� �wVi �Ipl�� v rwcf I _ GiILIRXI4:� +bf�1QIL ; PKPO �.K*re'24or Tg- �,FpTe� ►+L�'r�i� _V�ik'j�Q.. 1�1i�iE(�'i A�a�.--• t fyf ! �D w WAA, ly su I G�Qfr� AiA a �iA EYP. lop TANL mix. Zr W9 rile rt� PIP1sw TO !WPA�D ware¢ yeJey _I>L-W rW AND JPfAjN L/NF_ 70 FKT, Q � YJAT.E� PilsGC' 117.,2"Jt� 2" LAY, Go 3" L" �n r0 h2 Lj 0r::X-.JL _ r�71- r2 g �T1a A. (VOTE. �k`trlorf� At- 11M-1jsc-b .�'LCItioFSF�:. f +P'EGi WALLS WITHIN 2 FEET (610 MM) OF URINALS AND WATER CLOSETS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE, TO A HEIGHT OF 4 FEET (1219 MM) ABOVE THE FLOOR, AND EXCEPT FOR STRUCTURAL ELEMENTS, THE MATERIALS USED IN SUCH WALLS SHALL BE OF A TYPE THAT IS NOT ADVERSELY AFFECTED BY MOISTURE. ACCESSORIES SUCH AS GRAB BARS, TOWEL BARS, PAPER DISPENSERS AND SOAP DISHES, PROVIDED ON OR WITHIN WALLS, SHALL BE INSTALLED AND SEALED TO PROTECT STRUCTURAL ELEMENTS FROM MOISTURE. URINAL PARTITIONS. EACH URINAL UTILIZED BY THE PUBLIC OR EMPLOYEES SHALL OCCUPY A SEPARATE AREA WITH WALLS OR PARTITIONS TO PROVIDE PRIVACY. THE CONSTRUCTION OF SUCH WALLS OR PARTITIONS SHALL INCORPORATE WATERPROOF, SMOOTH, READILY CLEANABLE AND NONABSORBENT FINISH SURFACES. THE WALLS OR PARTITIONS SHALL BEGIN AT A HEIGHT NOT MORE THAN 12 INCHES (305 MM) FROM AND EXTEND NOT LESS THAN 60 INCHES (1524 MM) ABOVE THE FINISHED FLOOR SURFACE. THE WALLS OR PARTITIONS SHALL EXTEND FROM THE WALL SURFACE AT EACH SIDE OF THE URINAL A MINIMUM OF 18 INCHES (457 MM) OR TO A POINT NOT LESS THAN 6 INCHES (152 MM) BEYOND THE OUTERMOST FRONT LIP OF THE URINAL MEASURED FROM THE FINISHED BACK WALL SURFACE, WHICHEVER IS GREATER F,eI t I rJ ex-, g�:bAlL1 vQ_¢L L ( c-ri,14An pjtat� r !_ V41 gNcM-A � _ vLIJhAQ I dV&Q If Ii 1 .`C,• DETAILS Nrs PLUMBING NOTES: 1) ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2014-PLUMBING 2) DW V PIPING SHALL BE SCHEDULE 40 PVC. 3) WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE L COPPER, CPVC, OR PEX. 4) SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND WITHIN BLDG. 5) HOT WATER PIPING WITH A MINIMUM THERMAL RESISTANCE OF R 3 SHALL BE APPLIED TO PIPING LARGER THAN %" NOMINAL DIAMETER, PIPING FROM WATER HEATER TO KITCHEN OUTLETS, PIPING LOCATED OUTSIDE THE CONDITIONED SPACE, PIPING FROM THE WATER HEATER TO THE DISTRIBUTION MANIFOLD, PIPING LOCATED UNDER THE FLOOR SLAB, HURRIED PIPING, SUPPLY AND RETUN PIPING IN RECIRCULATION SYSTEMS, PIPING WITH RUN LENGTHS GREATER THAN 20 FEET. 6) WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE WITH FBC 2014 ENERGY CONSERVATION. Ek C LITIO,J F2L&�,J 112%;CALi JAN 0 5 2016 '1i %1° 1 ti1 �5' {� PAUL WELCH INC. MglamlNIC:AL * ELECTRICAL s CIVIL ENGINEERING 1984 S.W. BILTMORE ST. SUITE# 114 FORT SAINT LUCIE, FL 34964 PHONE EMAIL (772) 785 - 9888 PWLLCHINC&A0L.00M I"AUJL WELCH P.E. FL. REG. No. 29945 SHEET NUMBER OF BUILDING IS PROPOSED TO BE USED AS A BOAT MECHANIC / BOAT REPAIR SHOP. ALL DOORS OF THE BUILDING WILL BE OPEN WHILE BUSINESS IS OPEN. EXISTING CONCRETE TIE BEAM #5 BAR DRILLED OUT AND EPDXIED TO EXISTING BEAM WITH 8" MINIMUM EMBEDMENT (EACH SIDE) 8"X8"XI6" CONCRETE BLOCK (CMI.J) #5 VERT. REBAR IN (3000 PSI) CONCRETE FILLED CELL (EACH SIDE OF NEW OPENING) ,rPROJECT DATA: t- - NAME: SCHMITT GARAGE Planning &Development Services Department J l4yr ADDRESS: 2775 N US HWY 1 FORT PIERCE, FL SQUARE FOOTAGE: 1328 SQ. FT. Je ) r _ ' p Building & Regulations Division ! OCCUPANCY CLASSIFICATION: GROUP S-I (STORAGE) y a Product Review Affidavit OCCUPANCY LOAD: 5 PEOPLE J TYPE OF CONSTRUCTION: Vpr Building Permit # Owners Name Applicant: SCOPE OF WORK OPENING S AND INSTALL ROLLUP DOOR AND STOREFRONT - CUT WINDOWSIDOOR AT FRONT OF EXISTING BUILDING PER PLAN. INSTALL SHUTTER AT STOREFRONT WINDOWS / DOORS PER PLAN. CUT OPENINGS FOR NEW CASED OPENINGS AT INTERIOR OF EXISTING G� BUHAINGPERPLAN. l,�tlP i INSTALL ELECTRICAL PER PLAN. ECT... NOTE: ALL CONSTRUCTION MUST COMPLY WITH THE FBC 2014, , 2014 PLUMBING CODE, 2014 MECHANICAL CODE AND THE NEC (NFPA 70) 2011 EDITION. NOTE: ALL ADDITIONS, REPAIRS, AND ALTERATIONS MUST COMPLY WITH THE F.B.0 2014 FOR EXISTING BUILDINGS, THE FBC 2014. t� THIS IS AN ALTERATION LEVEL 2 AND MUST COMPLY WITH THE FBC 2014 FOR ) EXISTING BUILDINGS CHAPTER 7 AND 7. NOTE: THIS STRUCTURE IS PROVIDED WITH ON SITE RESTROOMS IN ADJACENT BUILDING THAT ARE PROPOSED TO REMAIN. NOTE: THIS BUILDING IS NOT PROVIDED WITH FIRE SPRINKLER SYSTEM, AND FIRE SPRINKLER SYSTEM IS NOT PROPOSED. Product :rM,""a ''�`•-°P'rsares=-� Opening Design Product Rated Design Pressure Manufacturer Model Number Product Approval Number Glass Type Method of Attachment Windows IIq- Multbns f�ir7.6 -3i,lr il• �C7 [au UT AWk- - - a L->i) i %lt_(./( NIA 14*1" 1tuSi`r DLL 4i.GY.2Ya hVLtNB�7 Fixed Glass + 35.6 - 38, b $.%i 10 T¢u WTE (y=ASS s,�yyhi C& SOO F 1-41(r}5te Ir (: , . �N � - 1 /** $ 114 aatw-. Enx�ae4 IuLT CA 400 AT 3 "1&" " rrON mat-w O 6-4C4 i Block Glass Skylights Sliding Glass Doors SvArinTypeDoors +3S G J' 3°•,b i 10 1.17E fawns tuM 3ro 1' , ..�4� )P�Pi' $'r" ( Zflt '/4">`Ij E6�•TaCS @ (o "�/%'r O.e./. I'1o1.6Ilt^ )loot: - tJsa. 43,'j, 'I" - �• WPYNE /- 4 . AAlTo1i iZ2. ,." fL= g.40fi.13 Nja `'lfi"ri j'Fvigr:i wO&E ANt:lof- up a2 t 33 4 •43 z 'If-100 Gco Pc" LPDo2o Fur 143W6, S ,sjy '/z" 4nkeso wepL¢Atr 4'jt4eAgt9 Hurricane Protection 35.4 ^ 3b• � l - 50 EXTTE 911uT E(t Bw •�+ I+Ao TrwS Fldd 122A fo 1 r-' A I � tpA 3 EN$EI} , % " 7CL T4Ptor1 (. '�" OHurricane Roofvenfilatlo =# t�p.sr<�, ti5•!��-31,1, 41.56 TugeMaTxu Su,mc6 15227,1 MIA, Kw, Irmbrb 7APkaw 61'r NOTES: - -THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER,ECT.SHALLVERIFYALL gPl� u'Tt' TOR MpGC peTalED SMFpRMAT 7u 6Np a%aGT f6�jeNit. j buT+o►S RYPCr� TC MAauFCurJQtZpa rNs(esl�l j,oti DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. / a N 3 rg 3L9 , oN g t s a {�RoT el E7R�/AL . -STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. -ALL WRTTTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. STRUCTURAL NOTES 1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10. 2) SOIL, BEARING CAPACITY: 2500 PSF (MIN.). 3) ALL STRUCTURAL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE THE F 3000 PSI AT 28 DAYS S NGTH O I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions. Name: i'e.v.' JC V•k.-- ZNL Signature: _ °"' TLs+''J seal Design Prof: Fa.0 Ly4 t.1c.4-t Cert. No. 9 4 Date: i 4) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: ------ STUCCO FINISH (EXTERIOR) ` FOOTINGS: 3" BEAMS: I V2" SUSPENDED SLABS: I V2" ELECTRICAL LOAD CALCULATIONS (PANEL EP) 5) LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DM -METERS EXCEPT AS IA 1 NOTED GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS. PER NEC - BLOCK BELOW OPENING REMOVED 6) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 1328 SQ. FT. 3.5 VA 4648 VA 7) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO 9 RECPT'S (g 180 VA 1620 VA INSTALATION OF HARDWARE IS NOT PERMITED. MISC (WN• 2NCLun�b PeN lucr upebl 10000 VA I i 8) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD #5 REBAR WJ 30" MIN. LAP SPLICE PRACTICIES. TOTAL 16268 VA #5 BAR DRILLED OUT AND EPDXIED ELECTRICAL NOTES -- TO EXISTINGFOUNDATION WITH 8" - ALL ELECTRICAL INSTALLATIONS AND EQUIPMENT SHALL BE IN ACCORDANCE WITH 16268 MINIMUM EMBEDMENT (EACH SIDE THE REQUIREMENTS OF THE N.E.C. (NFPA 70) AS AMENDED, AND ALL LOCAL & STATE 240 - 68 A CODES IN FORCE AT THE TIME OF CONSTRUCTION. OF NEW OPENING) GROUND SYSTEM IN ACCORDANCE WITH ARTICLE 250 N.E.C. SYSTEM VOLTAGE SHALL BE 1201240 VOLT, SINGLE PHASE. -EXSISTING CONCRETE! FOUNDATION - PANELBOARDS AND LOAD CENTERS SHALL BE SQUARE "D", ITE, OR APPROVED EQUAL. USE: 100 A ELECTRICAL PANEL ` ALL CONDUCTORS AND BUS BARS SHALL BE COPPER t i - ALL MATERIAL SHALL BE U.L. APPROVED. PROVIDE ALL NECESSARY PERMITS REQUIRED. e • PROVIDE TEMPORARY SERVICE FOR USE BY ALL TRADES DURRING CONSTRUCTION. PROVIDE A TYPEWRITTEN DIRECTORY FOR EACH PANELBOARD OR LOAD CENTER TYPICAL VERT, BAR IN EXIST. WALL. DETAIL -, uts... - - NOTE: INTERIOR WALL SIMILAR PANEL: is EP" MAINS: MLO TYPE: SQ. "D" OR HE BUS RATING: 100A, 3W, SN MOUNTING: SURFACE VOLTAGE: 120 / 240 / 1 / 60 CUT CKT NO. POLES AMPS DESCRIPTION WIRE COND. NO. POLES AMPS DESCRIPTION WIRE COND. 1 1 20 LIGHTING / RECPT #12 1/2" 2 1 20 LIGHTING / RECPT #12 1/2" 3 1 20 LIGHTING / RECPT #12 1J2" 4 1 20 LIGHTING /RECPT #12 1/2" 5 1 20 LIGHTING J RECPT #12 1/2" 6 1 20 LIGHTING / RECPT #12 1/2" 7 1 20 LIGHTING / RECPT #12 1/2" 8 1 20 LIGHTING / RECPT #12 .1/2" 9 1 20 LIGHTING /.RECPT W.N. #12 1/2" 10 1 20 SPARE #12 1/2" 3a ati� /2" 12 ( Zo EX H,FaJ 14 space space space 16 space r2l 18 space 20 space space 22 space - PROVIDE ALL EMPTY CONDUIT WITH PULL STRING AS REQUIRED BY PHONE CO. - VERIFY ALL REQUIREMENTS PRIOR TO BIDS. - CONTRACTOR SHALL MAKE FINAL ARRANGEMENTS FOR TELEPHONE AND ELECTRICAL SERVICE. VERIFY TRANSFORMER LOCATION AND SERVICE POINTS FOR ALL UTILITIES PRIOR TO BIDS. - ALL ELECTRICAL RECPTACLES SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION. - VERIFY ALL EQUIPMENT ELECTRICAL REQUIREMENTS BEFORE INSTALLATION ei- ✓ .n PROVIDE NEW ELECTRICAL PANEL, TIE INTO EXISTING ELECTRICAL SERVICE. t - - - - --- - ci ✓ -G NOTE: ALL ELECTRICAL WORK TO COMPLY WITH NEC CLASS 2, DIVISION 2 REQUIREMENTS. :Fvtrv-noex -ne i5OeAkA .A"LTi a (1-fptca O r F--leISrTIKJ40 IM P-.._�� Xis-rr�a� ,&SPtst LI l"C (20"Op orz ° I xt9? V- r f �Yl i ear i'� E IPIh'T (ZoLL UP tJ f� - IJ Ey I i�• IO° C.-._ tJ C L7f+ fot.L UP C; lent, UP P, !J -'2oLL Iv.IrJ �LIUT1 6R"" % Planning & Development Services Department • Building & Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1553 Certification for Design Load Compliance Project Name: SCHMITTGARAGE _® Project Address: 2775 N US HWY 1 F0)RT PIERCE, FL Permit #: Occupancy Type: F-1 Construction Type: V INSTRUCTIONS FOR USE: • This certification must be completed, signed, and sealed by the design professional of record. • Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following: o New Residences (single or multi -family) o Residential Addition o Any accessory structure requiring a building permit o Any non-residential structure. * Note: Form not required for interior renovations provided that no exterior structural elements are affected and certain minor building permits at the discretion of the local building official. Contact the # above for questions. DESIGN PARAMETERS AND ASSUMPTk3NS USED: (complete all that apply) 1. DESIGN CODE: Florida Building.- Code 2014 Edition with 20 ____Supplements using ASCE 7-10 2. Structure Designed as (check one): X Enclosed _Partially Enclosed _Open 3. Risk Category: i X11_Ill _IVExposure Category: _B X CD 4. Design Wind velocity 165 mplh 1.28 A5D N/A LRFD End Zone Width: 5 It S. Mean Roof Height: 11.3 ft Roof Pitch: c3 :12 Parapet: N/A it 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): 16.0 16.0 16.0 35.8 35.8 33.9 Zone 1: .35.8 zone 2: _60 0 Zone 3: -90.3 Zone 4: -38.8 Zone 5: -47.9 Garago: -44.2 7. Design Loads: Floor: 40 PSF itoof/Dead: 5 PSF Roof/Live: 20 Balcony: - N/A PSF . Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PLF / CONCENTRATED 8. Were Shear Walls Considered For Structure? X Yes ,_Not Applicable Explain Why Not: 9. is A Continuous Load Path Provided? X Yes _Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure: Tt500 _PSF Soil Test Reports Submitted? J _Yes DESIGN PROFESSIONAL CERTIFICATION STATEMENT: I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie County. i also certify that structural elements depicted on these plans provide adequate resistance to the design forces specified: Paul Welch P.E. 29945 /' 5115 Print Name Cert # & Co. Cert Auth. Paul Welch Inc. ON PLAN 11/2/201!i Signature, Date, and Seal 1984 S.W. Biltmore St. Suite #114 Port St. Lucie, FL Company Name & Address SLCCVV Form #UZU-12 Rev,sed 3115114 ps) r- 0IoL Lip - E-LrLV.K7l Dt,�J I FA EXHAUST FAN NOTES: SIZED PER FBC MECHANICAL: CH 4 0.75 CFM PER FT SQ ... I r EHeI!&. LI&1ITAI a & l i j11ri � 4 tz)-& r3 sP •' 4� 4� C4 tlP I. i -- ( EYewasH j g��g sl (Thar 3? I I / t� i i .1 StECT E �t�`(o(oq �`� f ! i? ro4l'bFllPlft l o, , `�o2K pQrrQ 4.- k`, " V iJ6Y.1 lFi°lo° I7eacZ i ra Pe vL¢tP I Exryr. TrC aFtet nay 4oe6ToN 1 Ey 14t Zrs splN ASJ• .ri t`` G A1Z� isw__. /� r D.eAls jgaC�_ SrwtL � f,a } I('_t�" N C)fl? ENEQL, LI 41 i vJ PiAiT\\ ' rJtW PDQNIN(i�UP (z)•4�PAR/ILrA1 Y •..... - Ge, IN EX✓57 WALr. W&W'c A% 717 s • • {. t EYre(, rIF *CAM Ap:Y - - ----- ( AIR LotdvEP7 `, L Te' W�.Lt- Iiq?'cG f"°� d15 6Ae ( I!J FiLti(% LJ1;04 (%wrt� �X/7 ®.t��j 4r�eats CPwS i Z1IJTTF . tilUL4ro = _ ' ��ll�iTrrJ (G �bV LLVALJ l'oi l DavJrJ 5IIUTTEIZ ayl o�zorPi cAe,w - tI pm o f I a 9t b° ar t a J1 A a _._._J-'-3 "��.5-'" . 2 �- �F wort: 4a Puzoc Acc6'SS PI?64tfs�6 Y) Fm (',plob, Ve, 401.1 pr.J L I00 i MLo IzO/Z40V _.A/ @,L] GrcLlb 70 r�L & S", wP Aug bQlwrShl �rtouriC 4444%Lvt me VJ 25ey✓ LItA'C ,Tb 4> 1 'Q QCJ'D d- z/� PAUL WELCH INC. MECHANICAL * ELECTRICAL • CnnL ENGINEERING 1984 S.W. BR.TMORE ST. SUITE# 114 ,•� PORT SAINT LUCiE, FL 34984 PHONE EMAIL, (772) 785 - 9888 PWEL.CHINC@AOL.COM FEB 0 8 2016 3AN ?D)b PAUL WELCH P.E. FL. REG. No.29945 W V A W H �s 1� L00 N SHEET NUMBER - 0 Oi= I 0 TYPICAL M_ALTESE CROSS (FIGURE 1) Fits... MAL_TESE CROSS SPECIFICATIONS: "APPROVED SYMBOL° MEANS A MALTESE CROSS MEASURING 8 INCHES HORIZONTALLY AND B INCHES VERTICALLY, OF A BRIGHT RED REFLECTIVE COLOR, DESIGNED IN ACCORDANCE WITH FIGURE 1. (3) ANY COMMERCIAL, INDUSTRIAL, OR MULTIUNIT RESIDENTIAL STRUCTURE OF THREE UNITS OR MORE, WHICH USES HORIZONTAL OR VERTICAL UGHT-FRAME TRUSS -TYPE CONSTRUCTION IN ANY PORTION SHALL BE MARKED WITH AN APPROVED SYMBOL TOWNHOUSES ARE NOT MULTIUNIT RESIDENTIAL STRUCTURES AND THEREFORE NOT SUBJECT TO THIS RULE. EACH APPROVED SYMBOL SHALL INCLU OF WITHIN THE CENTER CIRCLE ONE OF THE FOLLOWING DESIGNATIONS: (A) STRUCTURES WITH LIGHT -FRAME TRUSS ROOFS SHALL BE MARKED WITH THE LETTER "R-. (0) STRUCTURES WITH UGHT-FRAME TRUSS FLOOR SYSTEMS SHALL BE MARKED WITH THE LETTER -F-. (C) STRUCTURES WITH UGHT-FRAME TRUSS FLOOR AND ROOF SYSTEMS SHALL BE MARKED WITH THE LETTERS „RF; , (4) THE APPROVED SYMBOL SHALL BE PLACED WITHIN 24 INCHES TO THE LEFT OF THE MAIN ENTRY DOOR AND: (A) BE PERMANENTLY ATTACHED TO THE FACE OF THE STRUCTURE ON A CONTRASTING BACKGROUND, OR (8) BE MOUNTED ON A CONTRASTING BASE MATERIAL WHICH IS THEN PERMANENTLY ATTACHED TO THE FACE OF THE STRUCTURE. (5) THE DISTANCE ABOVE THE GRADE, WALKING SURFACE OR THE FINISHED FLOOR TO THE BOTTOM OF THE SYMBOL SHALL BE NOT LESS THAN 4 FEET (48 IN,). (6) THE DISTANCEABOVE THE GRADE, WALKING SURFACE OR THE FINISHED FLOOR TO THE TOP OF THE SYMBOL SHALL BE NOT MORE THAN 6 FEET (72 IN.). (7) IN SINGLE TENANT STRUCTURES WITH MULTIPLE MAIN ENTRY DOORS, SUCH AS BIG BOX RETAIL STORES, DEPARTMENT STORES AND GROCERY STORES, THE AUTHORITY HAVING JURISDICTION IS AUTHORIZED TO REQUIRE THAT OTHER MAIN ENTRY DOORS OF THE STRUCTURE BE MARKED WITH AN APPROVED SYMBOL TO CARRY OUT THE PURPOSE IN SUBSECTION (1) ABOVE. (8) IN MULTIPLE TENANT STRUCTURES AND COVERED MALL STRUCTURES WITH MULTIPLE MAIN ENTRY DOORS, THE AUTHORITY HAVING JURISDICTION IS AUTHORIZED TO REQUIRE THAT OTHER MAIN ENTRY DOORS Of THE STRUCTURE BE MARKED WITH AN APPROVED SYMBOL TO CARRY OUT THE PURPOSE IN SUBSECTION (1) ABOVE. (9) IN MULTIPLE TENANT STRUCTURES AND COVERED MALLS WITH MULTIPLE MAIN ENTRY DOORS, THE AUTHORITY HAVING JURISDICTION IS AUTHORIZED TO REQUIRE THAT OTHER MAIN ENTRY DOORS BE MARKED WITH AN APPROVED SYMBOL TO CARRY OUT THE PURPOSE IN SUBSECTION (1) ABOVE. IN SUCH STRUCTURES, APPROVED SYMBOLS SHALL BE MARKED ON ONE SIDE OF THE STRUCTURE ONLY AND SPACED NOT CLOSER THAN 10D FEET OR AT EACH END OF THE STRUCTURE WHEN SUCH STRUCTURE IS LESS THAN 100 FEET IN LENGTH. (10) THE OWNER OF EACH NEW STRUCTURE REQUIRED TO COMPLY WITH THIS SECTION SHALL MARK THE STRUCTURE WITH THE APPROVED SYMBOL PRIOR TO RECEIVING A CERTIFICATE OF OCCUPANCY. (11) THE OWNER OF EACH EXISTING STRUCTURE REQUIREDTO COMPLY WITH THIS SECTION SHALL MARK THE STRUCTURE WITH THE APPROVED SYMBOL WITHIN 90 DAYS OF THE EFFECTIVE DATE OF THIS RULE. (1Z) WHERE THE OWNER OF THE STRUCTURE AND THE AUTHORITY HAVING JURISDICTION DISAGREE AS TO THE USE OF LIGHT -FRAME TRUSS -TYPE CONSTRUCTION WITHIN THE STRUCTURE, THE OWNER SHALL BE GRANTED NOT MORE THAN 45 DAYS TO PROVIDE WRITTEN VERIFICATION FROM A LICENSED ENGINEER OR LICENSED ARCHITECT; OTHERWISE, THE OWNER SHALL COMPLY WITH THE RULE. a s To I� A % -r EXISTING WALL ABOVE #5 BAR DRILLED OUT AND _ EPDXIED WITH 6" MIN, EMBEDMENT TO EXIST. BEAM DRILLED OUT AND EPDXIED hl EXISTING CMU WALL _ I 8" X 16" CMU WALL I _ I #5 BAR VERT. IN (3000 PSI) i CONC. FILLED 8" X 8" CELL ' EACH SIDE OPENING SEE STARTER COLUMN DETAIL ' # 5 BAR WITH 30" MIN. LAP SPLICE f #5 BAR DRILLED OUT AND EPDXIED WITH 8" MIN. EMBEDMENT TO EXIST. FOUNDATION DRILLED OUT, - AND EPDXIED / EXISTING FOUNDATION FILL IN WALL DETAIL Dts.., )<11GF %i1NLu1SFl (L .oN n ,KttwcY Ltas . � LN/ -pvAir rn ' �rtP"6) wale LAT"'j IJt _ To F-ruO)(J 'uNLpIiICE1? I'lulz¢Iwits �JL3�AI/JF4S .✓} o U G°� -- a 8" LINTEL WITH (1) 45 BAR IN ( I (3000 PSI) CONCRETE FILLED 1 I I CELL (8FSOB-IT) EXISTING CMU WALL I I #5 BAR VERT. IN (3000 PSn I I CONC. FILLED 8" X 8" CELL • I I EACH SIDE OF NEW OPENING , I oo w # 5 BAR WITH 30" MIN. LAP I -� O SPLICE 1 I • #5 BAR DRILLED OUT AND (. EPDXIED WITH 8" MIN. V-3�0 EMBEDMENT TO EXIST. i i• I FOUNDATION DRILLED OUT AND EPDXIED 1 EXISTING FOUNDATION OPENING IN EXISTING WALL DETAIL (3068) t_ E)cI1 LIC-"'I / Emter .. Wf (ytktrCI' I�ACG.UP Ul I... -Tv a *'. I "r. 1 Ktv'b 2, /of f j� 8 - tt PAUL WELCH INC. MECHANICAL * ELECTRICAL * CIVIL ENGINEERING 1'984 S.W. BILTMORE Sr. SU➢T'E#x 114 PORT SAINT LUCIE, FL 34984 PHONE EMAIL (772) 785. 9888 PVVEL.CHINCOAOL.COM JAN 0 PA.UL WELCH P.E. FL. REG. No. 29945 FEP0FM SHEET NUMBER Of OF rXISTING CONCRETE TIE BEAM #5 BAR DRILLED OUT AND EPDXIED PO EXISTING BEAM WITH 8" +BINIMUM EMBEDMENT 9"W'X16" CONCRETE BLOCK (CMU) 45 VERT. REBAR IN (3000 PSI) CONCRETE FILLED CELL (EACH SIDE OF NEW OPENING) STUCCO FINISH (EXTERIOR) #5 REBAR W/ 30" MIN. LAP SPLICE 45 BAR DRILLED OUT AND EPDXIED TO EXISTINGFOUNDATION WITH 8" MINIMUM EMBEDMENT (EACH SIDE OF NEW OPENING) EXSISTING CONCRETE FOUNDATION TYPICAL WALL SECTION AT RESTROOM nts... 0 N NEW #5 BAR X C MIN. EMBEDMENT INV EXISTING WALL DRILLED OUT AND E*�OXIED TOEXiSTING WALL a@ 24" Q.C. VERTICAL (6" FROM TOP AND BOTTOM) NEW #5 VERT. BAR & FILLED CELL .EXISTING � NEW WALL WALL 1 PLAN VIEW _ I TYPICAL STAPT,Ef COLUMN nts... CV4 A f1 i ' V. tut z lam 'ram L 4t'� i W� � .' �j�tlRtltGB �sINK Pei PAN To r�FP 1»D U14F- -M extT�- L"✓T� itg rn N W00 RESTROOM NOTES: LfxE _70 ¢WT, 2N LAY —"To Live. _ 6 TT L-1 P.1 k-A — NoTe: �[ Mos/fd" ¢LL. IIN-LISC`C> �'A.11MP51�L �'IpE"� - WALLS WITHIN 2 FEET (610 MM) OF URINALS AND WATER CLOSETS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE, TO A HEIGHT OF 4 FEET (1219 MM) ABOVE THE FLOOR, AND EXCEPT FOR STRUCTURAL ELEMENTS, THE MATERIALS USED IN SUCH WALLS SHALL BE OF A TYPE THAT IS NOT ADVERSELY AFFECTED BY MOISTURE. - ACCESSORIES SUCH AS GRAB BARS, TOWEL BARS, PAPER DISPENSERS AND SOAP DISHES, PROVIDED ON OR WITHIN WALLS, SHALL BE INSTALLED AND SEALED TO PROTECT STRUCTURAL ELEMENTS FROM MOISTURE. - URINAL PARTITIONS. EACH URINAL UTILIZED BY THE PUBLIC OR EMPLOYEES SHALL OCCUPY A SEPARATE AREA WITH WALLS OR PARTITIONS TO PROVIDE PRIVACY. THE CONSTRUCTION OF SUCH WALLS OR PARTITIONS SHALL INCORPORATE WATERPROOF, SMOOTH, READILY CLEANABLE AND NONABSORBENT FINISH SURFACES. THE WALLS OR PARTITIONS SHALL BEGIN AT A HEIGHT NOT MORE THAN 12 INCITES (305 MM) FROM AND EXTEND NOT LESS THAN 60 INCHES (1524 MM) ABOVE THE FINISHED FLOOR SURFACE. THE WALLS OR PARTITIONS SHALL EXTEND FROM THE WALL SURFACE AT EACH SIDE OF THE URINAL A MINIMUM OF 18 INCHES (457 MM) OR TO A POINT NOT LESS THAN 6 INCHES (152 MM) BEYOND THE OUTERMOST FRONT LIP OF THE URINAL MEASURED FROM THE FINISHED BACK WALL SURFACE, WHICHEVER IS GREATER. Vie I }CiTIhICM�l OLLL lma -r ��6LL pF'E'►�I�C> s� `fi7alclrrL C'aL tJ"J 9AA" tup Mw PLUMBING NOTES: 1) ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2014-PLUMBING 2) DW V PIPING SHALL BE SCHEDULE 40 PVC. 3) WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE L COPPER, CPVC, OR PEX. 4) SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND WITHIN BLDG. 5) HOT WATER PIPING WITH A MINIMUM THERMAL RESISTANCE OF R-3 SHALL BE APPLIED TO PIPING LARGER THAN'/." NOMINAL DIAMETER, PIPING FROM WATER HEATER TO KITCHEN OUTLETS, PIPING LOCATED OUTSIDE THE CONDITIONED SPACE, PIPING IiROM THE WATER HEATER TO THE DISTRIBUTION MANIFOLD, PIPING LOCATED UNDER THE FLOOR SLAB, BURRIED PIPING, SUPPLY AND I2ETUN PIPING IN RECIRCULATION SYSTEMS, PIPING WITH RUN LENGTHS GREATER THAN 20 FEET. 6) WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE WITH FBC 2014 ENERGY CONSERVATION. i , V 1/ 4 I ,4&LE ��S�Zn IV i Y Y. i PAUL WELCH INC. L t d � fA9CHA.NIC.AL * ELECTMCAL * CML ENGINEERING Iv �� i198�4 S.W. BILTMoRE ST. SUITES' 114 PORT SAINT LuciE, FL 34984EIMAIL (772) 785-9888 PWELCHINC0AOL.CDMF'AUL. WELCH P.E. FL. REG. No. 29945 JAN D 5 2 a 6 FEB {I 8 2N