The URL can be used to link to this page

Home My WebLink About23-7483Address: 38133 8Th Ave ZEPHYRHILLS, FL 33542 1 1 rMIM0015104mil Building Valuation: $12,047.00 Electrical Valuation: $0.00 Mechanical Valuation: $0.00 Plumbing Valuation: $0.00 l'otal Valuation: $12,047.00 Total Fees: $150.36 Amount Paid: $150.36 Date Paid: 1/1112024 8:47:44AM 38133 8Th Avenue REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice fa VVE7, accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE IPE IT OFFIC I E "'I", ""RhT 1"W"t qql�ftll V111,111, NOTICE OF COMMSNCEMENT state of JF-AKIU(10�-- Conty of race that improvement VAR bemudetoosdaln real PmPW, *nd1n4cMr6j"y&h 0hapter718, FloddaMuteO, 0 40 - -1 Inc) g the I.R.Ang In .01 dlnthlsftflosofComm�n wt *u if the Lessee oonkaoted for the briprovemeM 90-71MR10=2 Norna of Fee SImple Titleholder. Tf d1hrent from OWfW I above Addroos city to 4. FL State Corftdoes Telephone No.. 8�13-346-3001 G* Telephone No,: r�- 6. Lander Name -7 — iiia-i;- A Ulty Landoes Telephone No.: 7, Persons within the State of Honda desl9neted by the awrw upon whom notices Or other docuavents —Y be aerv6d as provided by Seclon 74.13(1)(a)(7), Florida Statutes' Noma Address ctv ------------- Telephone Number of Do*nstad Person: 8, in addftn to tilmseW, the owner closIgnotes of to re ows a copy of the Usnoes Notk* as MWW In Sedon 713.13(%b), Flodda $let**. Telqphons Number of Person or Entity Destgnat*4 by Owner 9.ExpWallon, date of Nolloo of Oommerooment pe oxorallon data may not be bsftm the com,0684) Of Bone and One' pwneT�io the -a .art i- -iA vaar*nm 1ha data of recordina unlove a dtftreot date h apoclfiecl� Under penalty of perjury, I declare ftt I have mad the foreOng n0tico of and that the laots stated therein are " to the best of my knowledge ana b�bllaf. STATE OFFLOWA "If COUNTY' OF PASCO rk n re or of r*6 Wa Authorized a 0 Imoto a manager slgnator�s aromos a MONA-d, of 2Q&by Personally Known C) QB Produood ldsnffftcatlor,�V t Nob" :on Type of Identlocallon Produeed Name (Pd 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received 813 997 5590 Phone Contact for PePermitting�8 Owner's Name Laura Myers Owner Phone Number 813/768-6208 Owner's Address 38133 8th Ave, Zhills 33542 Owner Phone Number Fee Simple Titleholder Name I Owner Phone Number Fee Simple Titleholder Address I JOB ADDRESS 38133 8th Ave LOT # 7-10 SUBDIVISION City of Zephyrhills 1 PARCEL ID#1 11-26-21-0010-09700-0070 (DETAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADDIALT 0 SIGN DEMOLISH INSTALL e REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK REMOVE &REPLACE 2 PROVIA EXTERIOR DOORS BUILDING SIZE SO FOOTAGE= HEIGHT =BUILDING $ 12047M VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE PROGRESS ENERGY a W.R.E.C. =PLUMBING =MECHANICAL VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY Ridge To Exteriors SIGNATURE REGISTERED L_Y_LN _J FEE CURREN I Y/N Address 10810 US Hwy 19 N Clearwater 33' License# [ CGC1524693 ELECTRICIAN COMPANY SIGNATURE REGISTERED YIN FEE CURREN N Address License # PLUMBER COMPANY SIGNATURE REGISTERED Y =F FEE CURREN Y/N Address License # MECHANICAL COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address License # OTHER COMPANY SIGNATURE REGISTERED N FEE CURREN Y/N Address E License # RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans wl Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page: (1) set of Energy Forms. R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. —PROPERTY SURVEY required for all NEW construction, Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (AIC upgrades over $7500) Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs it shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) Driveways -Not over Counter if on public roadways..needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions' which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy' or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner, I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner' prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance_ Such agencies include but are not limited to: Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers -Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency -Asbestos abatement. Federal Aviation Authority -Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone "V' unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. f IDA4swo F / � CONTRACTOR Z-4244 � f �C4 jOWNER c'bea ore m this a (or r f MSd ys arme or f as/have produced orally known to e I has/have produced as identification.( as identification. Notary Public 4LZ4& Notary Public Commission No. Commission No. Name of Notary typed, printed or stamped Notary Public State of Florida 1 ari S Duvall Rey commission Hai 404369 1i Expires 513012027 100 7 Name of Notary typed, printed or stamped Notary Public State of Florida Lori S Duvall riy Commission HH 404369 ' IIII Expires 5/30/2027 t�7 1/2/24, 11:49 AM MW 13CIS Home 1 Log In User Registration 1 Hot Topics = Submit Surcharge i Stats & Facts i Publications 1 Contact Us 3 BCIS Site Map 1 Links I SE H ida Product Approval USER: Public User RroduU pp_rg-yja_M_e-r-Lu- > P-roAugt_g—rAppjLicatio Sear iQn is > Application Detail > Ap-RROL! � a"umomm" FL # FL12463-R18 Application Type Revision Code Version 2023 Application Status Validated WEM= Product Manufacturer Address/Phone/Email Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email �' i0111111111 Ammrsl+. Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By ProVia Ll-C. (Doors and Windows) --- Formerly Provia LLC, 2150 State Route 39 Sugarcreek, OH 44681 (330) 852-1774 dean. martin@provia.com Cory Mast 2150 State Route 39 • Exterior Doors zmm�• i National Accreditation & Management Institute National Accreditation & Management Institute 931"MR919=1 12/23/2023 12/26/2023 ffi� •... Im sm https://www.floridabuilding.org/pr/pr_appjtl.aspx?param=wGEVXQwtDqsjlXgYDJMD2cxhugBfpuoMOygsCIR9P6xZ20ZCRROgnA%3d%3d 1/6 HXJ�•. Summary of Products Go to Page 4) Page 1 J 2 FL # Model, Number or Name Description 12463.1 STEEL/FIBERGLASS INSWING GLAZED STEEL/FIBERGLASS INSWING GLAZED DOOR - SINGLE DOOR - SINGLE & DOUBLE NI DOUBLE NI Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL12463 110 C CAC 12463.7 NI010431,03-R6.pd Approved for use outside HVHZ; Yes FL12463 Rja C CAC 12463.7NI011565.1Z-_R9_p_df Impact Resistant. No Quality Assurance Contract Expiration Date Design Pressure: N/A 12/31/2024 Other: REFER TO INSTALLATION INSTRUCTIONS FOR DESIGN Installation Instructions PRESSURE RATINGS. FL12463 R18 11 08-02066K.W Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL12463 R18 AE 512780K.pdf Created by Independent Third Party: Yes 12463.2 STEEL/FIBERGLASS INSWING GLAZED STEEL/FIBERGLASS INSWING GLAZED DOUBLE DOOR W/ DOUBLE DOOR W/ SIDELITES & SIDELITES &TRANSOM NI TRANSOM NI Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL124�3 RIB CAC. 12463.8 L\JIQ11•572,28-R8.pd Approved for use outside HVHZ. Yes FL12463 R18 C CAC 12463.8_NI011595.22J-j5_p_df Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure. N/A 12/31/2024 Other: REFER TO INSTALLATION INSTRUCTIONS FOR DESIGN Installation Instructions PRESSURE RATINGS. FL12463 RJ8 II 08-02072K.0-f Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL12463_K18_AE_512786K,p_d_f Created by Independent Third Party: Yes 12463.3 STEEL/FIBERGLASS INSWING GLAZED ST L/ STEEL/FIBERGLASS INSWING GLAZED DOUBLE DOOR W/ DOOR DOOR W/ SIDELITES NI SIDELITES NI Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL12463 R18 5zzaA__M_P_df Approved for use outside HVHZ. Yes F 12463 R18 I CAC 12463.9_ NIQ11595,18-R5 pd Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure. N/A 12/31/2024 Other: REFER TO INSTALLATION INSTRUCTIONS FOR DESIGN Installation Instructions PRESSURE RATINGS. FL12463 Rj$ IL_Qam0_2070K pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL12463 R18 AE_5_j2j_e4&p_df Created by Independent Third Party: Yes 12463.4 STEEL/FIBERGLASS INSWING GLAZED STEEL/FIBERGLASS INSWING GLAZED DOUBLE DOOR W/ I DOUBLE DOOR W/ TRANSOM NI TRANSOM NI - Limits of Use Certification Agency Certificate Approved for use In HVHZ: No Approved for use outside HVHZ: Yes FL12463 Rj$ C QAC 12463.10 NI011592D_-_R_6_pd_f Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure. N/A 12/31/2024 Other: REFER TO INSTALLATION INSTRUCTIONS FOR DESIGN Installation Instructions PRESSURE RATINGS. FL12463 R15 JL_QazQ2Q_7_1K.p_d_f Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL12463 R15 AE 512785K.p-df Created by Independent Third Party: Yes 12463.5 -----]TRANSOM STEEL/ FIBERGLASS INSWING GLAZED STEEL/FIBERGLASS INSWING GLAZED SINGLE DOOR W/ SINGLE DOOR W/ SIDELITES & SIDELITES &TRANSOM NI NI Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL12463 R18 C CAC 12463.11 NIO115 .1 .22-R8.12-d-f Approved for use outside HVHZ: Yes FL12463 R18 C CAC 12463.11 NI01154�jL:jRLp�ff 0 *-iftps://www.floridabuilding.org/pr/pr�_app_fltl.aspx?param--wGEVXQwtDqsjlXgYDJMD2cxhugBfpuoMOygsCIR9P6xZ20ZCRROgnA`/`3d`/�3d 2/6 1/2/24, 11:49 AM Min Impact Resistant: No Design Pressure: N/A Other: REFER TO INSTALLATION INSTRUCTIONS FOR DESIGN PRESSURE R,TINGS. 12/31/2024 Installation Instructions FL12463 RIB II 08-020691W Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL12463 RU AE 512783K.p-d-f Created by Independent Third Party: Yes 12463.6 STEEL/FIBERGLASS INSWING GLAZED STEEL/FIBERGLASS INSWING GLAZED SINGLE DOOR W/ SINGLE DOOR W/ SIDELITES NI SIDELITES NI Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL12463 R18 C CAC 12463.12NI011572.ja-Mpdf FL12463 R18 C CAC 12463.12 N1011595,12-R6 pd Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No Design Pressure: N/A 12/31/2024 Other: REFER TO INSTALLATION INSTRUCTIONS FOR DESIGN Installation Instructions PRESSURE RATINGS. FL12463 R18 II Q8-02Q67J.pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third -,rty: Yes Evaluation Reports FL12463 R18 AE 512781K.Pdf- Created by Independent Third Party: Yes 12463.7 STEEL/FIBERGLASS INSWING GLAZED STEEL/ FIBERGLASS INSWING GLAZED SINGLE DOOR W/ SINGLE DOOR W/ TRANSOM NI TRANSOM NI Limits of Use Certification Agency Certificate Approved for use In HVHZ. No FL12463 R18 - aQ--R&P-df FL12463 R18 C CAC 12463.13 NI011595.14-R6.pd Approved for use outside HVHZ: Yes Quality, Assurance Contract Expiration Date Impact Resistant: No Design Pressure: N/A 12/31/2024 Other: REFER TO INSTALLATION INSTRUCTIONS FOR DESIGN Installation Instructions PRESSURE RATINGS. F12463 R18 II 0$-Q2Q Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports fL12463 R18 AE 512782K.p-df Created by Independent Third Party: Yes STEEL/FIBERGLASSINSWING OPAQUE 12463.8 STEEL/FIBERGLASS INSWING OPAQUE T L �DOUBLE �Nl STEEL/FIBERGLASS INSWING OPAQUE DOOR - SINGLE & & OU I DOOR - SINGLE & 00 SINGLE DOUBLE NI Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL12463 R18 C CAC 12463.14 NI011565.13zR4 p-d-f FL12463 R18 _C CAC _124 ML3,14_NI011565.14-115pd Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No Design Pressure: +55/-55 12/31/2024 Other: Installation Instructions FL12463 R18 II._08-02080H.W Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL12463 R18_A_E5127943.off Created by Independent Third Party: Yes 12463.9 STEEL/FIBERGLASS INSWING OPAQUE STEEL/ FIBERGLASS INSWING OPAQUE DOUBLE DOOR W/ DOUBLE DOOR W/ SIDELITES & SIDELITES &TRANSOM NI TRANSOM NI Limits of Use Certification Agency Certificate Approved for use In HVHZ: No EL12463 R18_C CAC -R7 Of Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant. No Design Pressure: +55/-55 12/31/2024 Other: Installation Instructions FL12463 R18 11 0802081].W Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL12463 R18 AE 512795K.pdf Created by Independent Third Party: Yes hftps://www.floridabuilding.org/pr/pr�_app_dti.aspx?param=wGEVXQwtDqsjlXgYDJMD2cxhugBfpuoMOygsCIR9P6xZ20ZCRROgnA`/`3d`/*3d 3/6 112/24, 11:49 AM 12463.10 STEEL/FIBERGLASS INSWING OPAQUE STEELIFIBERGLASS INSWING OPAQUE DOUBLE DOOR W/ DOUBLE DOOR W/ SIDELITES NI SIDELITES NI Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL12463 R18 C CAC 12463,16 NIO11572.12-R7,p-d-f Approved for use outside HVHZ: Yes FL12463 R18_,C 595.07-R6.p_df Impact Resistant. No Quality Assurance Contract Expiration Date Design Pressure: +55/-55 12/31/2024 Other; Installation Instructions FL12463 Rla 11 08-020853.pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL12463 R18 AE 512799K.pdf Created by Independent Third Party: Yes 12463.11 STEEL/FIBERGLASS INSWING OPAQUE STEEL/ FIBERGLASS INSWING OPAQUE DOUBLE DOOR W1 DOUBLE DOOR W/ TRANSOM NI TRANSOM NI Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL12463 R18 C CAC 12463.17 NI011572,15--R5 pdf FL12463 R18 C CAC 12463.17 NI011595.11j-�pdf Approved for use outside HVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +55/-55 12/31/2024 Other: Installation Instructions FL12463 R18 II08-02086H.p-df Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL12463 R18 AE_5j2BWJpdf Created by Independent Third Party: Yes 12463.12 STEEL/FIBERGLASS INSWING OPAQUE STEEL/FIBERGLASS INSWING OPAQUE SINGLE DOOR W/ SINGLE DOOR W/ SIDELITES & SIDELITES &TRANSOM NI TRANSOM NI Limits of Use Certification Agency Certificate Approved for use in HVHZ-. No FL12463 R18 C CAC 12463.18-,NI011572.10.-RLp-df EL1240-RIBS -CAC-124.63. I 595.04-R5.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No Design Pressure: +55/-55 12/31/2024 Other: Installation instructions FL12463 R18 11 08-02Q841.pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL12463 R18 AE_512Z2aK.p-c-if Created by Independent Third Party: Yes 12463.13 STEEL/ FIBERGLASS INSWING OPAQUE STEEL/FIBERGLASS INSWING OPAQUE SINGLE DOOR SINGLE DOOR W/ SIDELITES NI SIDELITES NI Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL12463 R18 C CAC 12463.19 NI011572.07mR7-p-df FL12463 R18 - .pa Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No Design Pressure: +55/-55 12/31/2024 Other: Installation Instructions FL12463 R18 IL_Qa&2QE-2j-p-df Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL12463 RIB AE 512796K.pdf Created by Independent Third Party: Yes 12463.14 STEEL/FIBERGLASS INSWING OPAQUE STEEL/FIBERGLASS INSWING OPAQUE SINGLE DOOR W/ STEEL./FIBERGLASS LSINGLE DOOR W/ TRANSOM NI TRANSOM NI Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FI 12463 R18 C CAC 12463.20, 572.08-R5.pdf Approved for use outside HVHZ: Yes FL12463 R18 C CAC 12463.20 NI011595.02z94,pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +55/-55 12/31/2024 Other: Installation Instructions FL12463 R18 IL-QazQ2-Q-83H p-df- Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes hftps://www.floridabuilding.org/pr/pr�_app_dtl.aspx?param=wGEVXQwtDqsj 1 XgYDJMD2cxhugBfpuoMOygs0i R9P6xZ20ZCRROgnA%3d%3d 4/6 Hyjk�� Florida Building Code Online Evaluation Reports EL12463 R18 AE 512797K.pdf Created by Independent Third Party: Y1 12463.15 STEEL/ FIBERGLASS OUTSWING STEEL/FIBERGLASS OUTSWING GLAZED DOOR - SINGLE & GLAZED DOOR - SINGLE & DOUBLE NI DOUBLE NI Limits of Use Certification Agency Certificate Approved for use in HVHZ: No EL12463 R18 C CAC 1246321 NIO10431.03,:R�p�f Approved for use outside HVHZ: Yes FL12463 R18 C CAC 12463.21 NIO11593.04-R8,pd Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 12/31/2024 Other: REFER TO INSTALLATION INSTRUCTIONS FOR DESIGN Installation Instructions PRESSURE RATINGS. FL12463 R18II _08-02073K p-df Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports EL12463 R18 AE 5127871(.p�ff Created by Independent Third Party: Yes 12463.16 STEEL/FIBERGLASS OUTSWING STEEL/FIBERGLASS OUTSWING GLAZED DOUBLE DOOR W/ GLAZED DOUBLE DOOR W1 SIDELITES SIDELITES &TRANSOM NI &TRANSOM NI Limits of Use Certification Agency Certificate Approved for use In HVHZ: No EL12463 R18 C CAC 12463.22 NIO11572.29-Ra.pd Approved for use outside HVHZ: Yes FL12463 R18 C CAC 1246322 NIO11595.23-RZ,pelf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 12/31/2024 Other: REFER TO INSTALLATION INSTRUCTIONS FOR DESIGN Installation Instructions PRESSURE RATINGS. FL12463 Rla II 08-02079K.pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL12463 R18 AE 512793K.pcLf Created by Independent Third Party: Yes 12463.17 STEEL/FIBERGLASS OUTSWING STEEL/FIBERGLASS OUTSWING GLAZED DOUBLE DOOR W/ GLAZED DOUBLE DOOR W1 SIDELITES SIDELITES NI NI Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL12463 R18 C CAC 12463.23 NI011572.25-R%pd Approved for use outside HVHZ: Yes F 463 R18 C CAC 12463.23 I az-RZ.t�df Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 12/31/2024 Other: REFER TO INSTALLATION INSTRUCTIONS FOR DESIGN Installation Instructions PRESSURE RATINGS. EL12463 R18 II _08-02077K pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports L12463 R18 AE_512ZUK.p-df Created by Independent Third Party: Yes 12463.18 STEEL/FIBERGLASS OUTSWING STEEL/FIBERGLASS OUTSWING GLAZED DOUBLE DOOR W/ GLAZED DOUBLE DOOR W1 TRANSOM TRANSOM NI NI Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL12463 R18 - C - CAC 12463.24 NIO11572.27-R8,pf Approved for use outside HVHZ: Yes FL12463 R18 C CAC 12463.24 NI01159S.21-117.piLf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 12/31/2024 Other: REFER TO INSTALLATION INSTRUCTIONS FOR DESIGN Installation Instructions PRESSURE RATINGS. EL124(23 R18 _jLjQa-D2D7aKpjdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL12463 R18 AE_U27R2Kpdf- Created by Independent Third Party: Yes 12463.19 STEEL/FIBERGLASS OUTSWING STEEL/FIBERGLASS OUTSWING GLAZED SINGLE DOOR W/ GLAZED SINGLE DOOR W/ SIDELITES SIDELITES &TRANSOM NI &TRANSOM NI Limits of Use Certification Agency Certificate 1 Approved for use in HVHZ: No FL12463 R18 C_CAC_12463 25 NIQ11--;72.23-R7.p_df T hftps://www.floridabuilding.org/pr/pr�_app_dtf.aspx?param=wGEVXQwtDqsjlXgYDJMD2cxhugBfpuoMOygsCIR9P6xZ20ZCRROgnA%3d%3d 5/6 1/2/24, 11:49 AM •Hmmrlz�� Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO INSTALLATION INSTRUCTIONS FOR DESIGN PRESSURE R,TINGS. Quality Assurance Contract Expiration Date 12/31/2024 Installation Instructions FL12463 R18 II 08-02076K.pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL12463 R18 AE 5j272QK,pjdf_ Created by Independent Third Party: Yes 12463.20 STEEL./FIBERGLASS OUTSWING I STEEL/FIBERGLASS OUTSWING GLAZED SINGLE DOOR W/ GLAZED SINGLE DOOR W/ SIDELITES SIDELITES NI �NI Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO INSTALLATION INSTRUCTIONS FOR DESIGN PIZESSURE RATINGS. Certification Agency Certificate FL12463 RIB ..0 �AC I 0 Quality Assurance Contract Expiration Date 12/31/2024 Installation Instructions FL12463 R18 II Q5-02074L(.pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL12463 RIB AE 5j2Za5K,pdf_ WMI M.-N-Tarrm='. M.1wascam Go to Page Page 1 / 21 Pack FN7..t Contact Us:: 2§DjjBlair _$jQag_Road, _Tallahassee fl-32399 Ebq[le: 850_487_024 The State of Florida Is an AA/EEO employer. Copydght 2007-2013 Statg Statement :: AgcpgsibiIIty_%Atg0jgM :: EgfUnd_5ja _QLFlorida.::Privacy LeM Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Purst Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an en address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If, not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine are a licensee under Chapter 455, F.S., please click hffe_. Product Approval Accepts: M WE 9=0 ME E hftps://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDqsjlXgYDJMD2cxhugBfpuoMOygsCIR9P6xZ20ZCRROgnA*/`3d*/`3d 6/6 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING, METAL STRUCTURE AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. WHERE lX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. BUCKS SHALL EXTEND BEYOND UNIT FRAME INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 5. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN, WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS, 6. FRAME MATERIAL: WOOD WITH G=.46 MINIMUM SPECIFIC GRAVITY, OR COMPOSITE, OR FRAMESAVER. DOOR SKIN MATERIAL STEEL .033" THICK (MINIMUM), FIBERGLASS .085" THICK (MINIMUM) SIDELITE SKIN MATERIAL: STEEL .022" THICK (MINIMUM) 7. UNITS MUST BE GLAZED PER ASTM E1300, WITH SAFETY GLAZING. 8. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS. 9. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". REVISIONS I REV DESCIRP1,01, IDATE !Ll J I REVISE TRIMS AND HARDWARE SCHEDULE 1 11/06/20231 R.L. 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE. ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12, FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: 14.1. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 14.2. CONCRETE MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. 14.3. MASONRY STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE I (OR GREATER). 14.4, METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 .048" THICK MINIMUM TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 ELEVATION 3 ANCHORING LAYOUT & APPROVED CONFIGURATION 1 4 — 9 INSTALLATION DETAIL 110 — 12 APPROVED SLABS 13 — 14 1 COMPONENTS AND MULLION DETAILS SIGNED: 1112712023 PROVIA, LLC. 2150 STATE ROUTE 39 WEST SUGARCREEK, OH 44681 STEEL/FIBERGLASS INSWING GLAZED SINGLE DOOR W/TRANSOM NON —IMPACT NOTES NG. 08-02068 1 USW� 1�1 /)/ 10144 !�; V'� �CALE NITS I DATE 06/18/13 1 I�EIT 1 OF 15 1111twO L. ROBERTO LOADS P.E. Luis R. Lomas P.E. 208 7th Ave, INDIALANTIC, FL $2903 1 434-688-0609 r1lomasC&lrlcmasp9.wm FL No.: 62514 DESIGN PRESSURE RATING IMPACT RATING ±55.OPSF NONE FHfS SYSTEM WAS NOT TESTED FOR WATER lNE`L`R`noNA`D is To BE INSTALLED ONL Y WHERE WATER RESISTANCE IS NOT RM)fRED WITH STEEL SLAB DESIGN PRESSURE RATING 1 IMPACT RATING +48.011-52.0 NONE MiS iMMUMA - SNOIT TESTED iEA WATER INPLTRAiib'WAND tS TOE�F INSTALLED ONLYWHERE WATER RESISTANCE )SNOT REOVIRED WITH FIBERGLASS SLAB DESIGN PRESSURE RATING IMPACT RATING ±50.OPSF NONE ME SYSTEM WAS W7-TESTED FOR WATER 'WRLTRATKAVAND IS TORE INSTALLED ONLY WHERE WATER RESISTANCEIS NOT REOVIRED WITH STEEL SLAB AND PANOLOCK MULTI -POINT DESIGN PRESSURE RATING IMPACT RATING +48.01-50.0 NONE . .... . ..... . .. THiS SYSTEM WASADTTESTED FOR WATER INRLTRATIONAAV lS TO BE INSTALLED ONLY WHERE WATER RESISTANCE tS NOTREOLORED WITH FIBERGLASS SLAB AND PANOLOCK MULTI -POINT SINGLE DOOR W1 TRANSOM EXTERIOR VIEW 35 314"x 94 15116"PANEL SIZE SHOWN. OTHER SIZES ARE APPROVED AS LONG AS INDIVIDUAL PANEL AREA DOES NOT EXCEED 23.56 FT2 HARDWARE SCHEDULE A IF -SERIES LOCK ASSEWBLY DOORKNOB BYSCHLAGE B. B-SERIES DEADBOLT ASSEMBLY BY SCHLAGE G. F-SERIES DEADBOLT ASSEMBLY BY SCHLAGE D . RESIDENTIAL GRADE DOOR HANDLE ASSEMBLY BY EMTEK (ALTERNATE) E. MULTI -POINT LOCK HANDLE ASSEMBLY BY TRILENNIUM (ALTERNATE) F. PANOLOCK MULTI -POINT LOCK ASSEMBLY (ALTERNATE) G. (3) 4"X 4' BALL BEARING HINGES BY PENROD H. (3) 4" X 4" D.L.O. NOTES: 1. DOOR D.L.O.: 20 3/8" X 78 1/2" 2. TRANSOM D.L.O.: 34 9/16' X 28 11/16' SIGNED: 1112712023 PROVIA, LLC. 2150 STATE ROUTE 39 WEST SUGARCREEK, OH 44681 STEEL/FIBERGLASS INSWING GLAZED SINGLE 7OOR71C> 0 W/TRANSOM NON —IMPACT ELEVATION AT OF '..7-OR N6 08-020E NA L toe NTS 06/18/13 2 OF 15 11111111110 L ROBERTO LOMAS P.E. 206 7th Ave, WDIALANTC, EL 32903 Lu'�s R. Lomas P.L. 434-688-0609 tilomas@14omaspe.com FL N: 62514 8" MAX __:r 1, 16" MAX 8" MAX O.C. ,1 9" MAX 3" MAX 9" MAX j- 16" MAX O.C. _L_ 9" MAX J f 1 8" MAX �_4 8" MAX ANCHORING LAYOUT REVISIONS P, DESCRIPTION I DATE I APPROVED J REVISE TRIMS AND HARDWARE SCHEDULE 1 11/06/20231 R.L. APPROVED LITE CONFIGURATIONS El L-d 0 0 0 El UF� L_j# El # U FULL LITE '? LITE 4 LITE 2 LITE LITE CONFIGURATIONS SHOWN ARE FOR REFERENCE ONLY. MULTIPLE LITE CONFIGURATIONS ARE APPROVED AS LONG AS LITE SIZE DOES NOT EXCEED 11.5FT2 PROVIA, LLC. 2150 STATE ROUTE 39 WEST SUGARCREEK, OH 44681 STEEL/FIBERGLASS INSWING GLAZED SINGLE DOOR W/TRANSOM NON -IMPACT ANCHORING & APPROVED CONFIGURATION N.G. 1 03-02068 1 d SCALE NTS I DATE 06/18/13 1 SHEET 3 OF 15 L. ROBERTO LOMAS P.E. 208 7th Ave, INDIALANTIC, FIE 32903 434-688-0609 fllomas@hlomaspe.com SIGNED: 1112712023 Luis R. Lomas P.E. FL No.: 62514 REVISIONS REV DESCRIPTION DATE APPROVED J I REVISE TRIMS AND HARDWARE SC 3 R.L. WOOD FRAMING 1/2" MIN. OR 2X BUCK 1 3/8" MIN. 1/4" MAX EDGE DISTANCE By OTHERS EMBEDMENT SHIM INTERIOR 2X BUCK/WOOD 1 3/8" MIN. FRAMING EMBEDMENT BY OTHERS #10 WOOD APPROVED 1/4" MAX. SCREW SEALANT SHIM SPACE EXTERIOR #10 WOOD #6Xl" WOOD SCREW 1/2" MIN SCREW LOCATED 2, EDGE DISTANCE FROM EACH END EXTERIOR & 12" MAX O.C. HORIZONTAL CROSS SECTION TRANSOM INSTALLATION 2X BUCKIWOOD FRAMING INTERIOR 1 3/8" MIN. 1/4" MAX. EMBEDMENT SHIM INTERIOR 1/2" MIN EDGE DISTANCE #10 WOOD SCREW SILL TO BE SET #10 WOOD EXTERIOR IN A BED OF SCREW APPROVED SEALANT 2X BUCK/WOOD FRAMING 2X BUCK/ BY OTHERS WOOD FIRM JING 1 3/8" MIN BY OTHERS EMBEDMENT HORIZONTAL CROSS SECTION DOOR INSTALLATION - 2XBUCKIWOOD FRAMING f SIGNED: 1112712023 1/2" MIN EDGE DISTANCE PROVIA, LLC. tctistilltfr R% L VERTICAL CROSS SECTION 2150UGARCREEK, STATE ROUTE 39 WEST , , 0 DOOR AND TRANSOM INSTALLATION - 2X BUCKIWOOD SOH 44681 �Z E N,& FRAMING STEEL/FIBERGLASS INSWING GLAZED SINGLE DOOR 0 �51)r 0 W/TRANSOM NON —IMPACT INSTALLATION DETAILS NOTES: D 1. INTERIOR ANEXTERIOR FINISHES, BY OTHERS, DRAWN: DWG N.G. NO. 08-02068 "v j NOT SHOWN FOR CLARITY. SCALE NITS DATE 06/18/13 = OF 15 / /l/lIttil 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 L. ROBERTO LOMAS P.E. 208 7th Ave, INDIALANTIC, FL 32903 Luis R. Lomas P.E. 434-688-0609 rllomasL@Irlomaspe.com FL No.: 62514 1/2" MIN —I EDGE DISTANCE METAL STRUCTURE BY OTHERS #10 SMS OR SELF DRILLING SCREW #10 SMS OR SELF DRILLING SCREW SILL TO BE SET IN A BED OF APPROVED SEALANT METAL STRUCTURE BY OTHERS n1ol 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION DOOR AND TRANSOM INSTALLATION METAL STRUCTURE NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MAX SPACE #6X1" WOOD SCREW LOCATED 2" FROM EACH END & 12" MAX O.C. INTERIOR I 1/2" MIN. EDGE DISTANCE #10 SMS OR SELF DRILLING SCREW M ETAL STRUCTURE BY OTHERS REVISIONS REV DESCRIPTION DATE APPROVED J REVISE TRIMS AND HARDWARE SCHEDULE /4" MAX. SHIM INTERIOR METAL STRUCTURE BY OTHERS #10 SMS OR SELF DRILLING SCREW EXTERIOR 112" MIN. EDGE DISTANCE HORIZONTAL CROSS SECTION TRANSOM INSTALLATION METAL STRUCTURE 1/4" MAX. SHIM INTERIOR 9 Rn� EXTERIOR HORIZONTAL CROSS SECTION DOOR INSTALLATION METAL STRUCTURE SIGNED: 1112712023 PROVIA,ROUTE LLC.39 , Z'� \ + P, 2150 STATE WEST SUGARCREEK, OH 44681 N, . .4 "p STEEL/FIBERGLASS INSWING GLAZED SINGLE DOOR 0 g5v W/TRANSOM NON -IMPACT n 41 I INSTALLATION DETAILS �_ . TATE OF 0 DRAWN: DWG NO. N G. 08-02 0 RVD�" SCALE NTS DATEO6/18/13 _-T5 OF 15 L. ROSERTOLOM4SPE. 208 7th Ave, INDIALANTIC, FL 32903 Luis R. Lomas P.E. FL No.: 62514 434-688-0609 rtlomas@lrlomaspe.com 1 3/4" MIN. I REVISIONS EMBEDMENT REV DESCRIPTION I DATE APPROVED —..� 1/4" MAX. J REVISE TRIMS AND HARDWARE SCHEDULE 11 /06/2023) RL. 2" MIN. SHIM EDGE DISTANCE INTERIOR MASONRY/ °a ° CONCRETE ° 4 1 3/4" MIN. BY OTHERS d ° a ( EMBEDMENT ° ° � 3/16" TAPCON i } EXTERIOR CONCRETE/MASONRY _ _ _ E 1X BUCK BY OTHERS 2. 1 4 Q SEE NOTE 4 SHEET 1 1X BUCK 1/4" SEE NOTE 4 SHIM MAX. _J SPACE MIN. ` EDGE SHEET 1 DIST. a #6X1" WOOD SCREW 3/16" TAPCON LOCATED 2" FROM HORIZONTAL CROSS SECTION EXTERIOR EACH END & 12" MAX O.C. TR. NSOMINSTALLATION CONCRETE/MASONRY 1 3/4" MIN. EMBEDMENT 1 /4" MAX. INTERIOR "t� sHIM INTERIOR } L� N. MIN. EDGE DIST. 4 3/16" TAPCON C — SILT_ TO BE SET EXTERIOR IN A BED of 3/15" TAPCON a APPROVED SEALANT 1X BUCK MASONRY/ 4� SEE NOTE 4 CONCRETE SHEET 1 BY OTHERS 4 ° HORIZONTAL CROSS SECTION MASONRY/ a G1 1 3/4 MN a MBEDMENIT DOOR INSTALLATION CONCRETE/MASONRY SIGNER: 1112712023 CONCRETE BY OTHERS C. p��RO�U ltL R x 2" MIN 2150 STATE E� 39 WEST SUGARCREEK, OH 44681 wvy� NCJ EDGE DISTANCE VERTICAL CROSS SECTION STEEL/FIBERGLASS INSWING GLAZED SINGLE DOOR t4RAPI"f DOORAND TRANSOMINSTALLATION W/TRANSOM NON—IMPACTMASONRY/CONCRETE NSTALLATiflN DETAILS DRAWN: DWG NO. REV r°'SAP.- NOTES: 1. INTERIORINISHES,BYOTHERS, 0$ SOZ068 J 'f /O A,L1�S1NVN'* FOR �aN.G DATE NTS 06/18/13 6 OF 15 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 L. ROBERTO LOMAS P.E. 20871h Ave, INDIALANTIC, FL 32903 Luis R. Lomas P.E. 434-688-0609 AlomasOo Mom." com FL No.: 62514 112" MIN. EDGE DISTANCE WOOD FRAMING OR 2X BUCK BY OTHERS APPROVED SEALANT #10 WOOD SCREW 1 3/8" MIN. EMBEDMENT SHIM SPACE LL— #6 X 1" WOOD SCREW 2" FROM EXTERIOR EACHLOCATED END & 12" MAX O.C. #10 WOOD SCREW SILL TO BE SET IN A BED OF APPROVED SEALANT 2X BUCK/ WOOD FRAMING 1 3/8" MIN BY OTHERS EMBEDMENT 1/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION DOOR AND TRANSOM INSTALLATION - 2X BUCKWOOD FRAMING NOTES. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY, 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 REV SIONS REV DESCRIPTION DATE I APPROVED J REVISE TRIMS AND HARDWARE SCHEDULE I 11/06/20231 R.L. 1 3/8- MIN. 1/4" MAX, EMBEDMENT SHIM INTERIOR 2X BUCK/WOOD FRAMING BY OTHERS #10 WOOD SCREW EXTERIOR 1/2" MIN EDGE DISTANCE HORIZONTAL CROSS SECTION TRANSOM INSTALLATION 2X BUCKIWOOD FRAMING 1 1/4" MIN. 4" MAX. EMBEDMENT SHIM INTERIOR 2X BUCK/WOOD 1, FRAMING BY OTHERS #10 WOOD SCREW EXTERIOR 1/2" MIN. EDGE DISTANCE HORIZONTAL CROSS SECTION DOOR INSTALLATION - 2X BUCK/WOOD FRAMING SIGNED: 1112712023 PROVIA, LLC. 2150 STATE ROUTE 39 WEST SUGARCREEK, OH 44681 STEEL/FIBERGLASS INSWING GLAZED SINGLE DOOR = 0 W/TRANSOM NON —IMPACT INSTALLATION DETAILS W/FUSION FRAME TA OF DRAWN: N.G. )8_0� SCALE NTS I DATE 06/18/13 777 7 OF 15 lfwx L. R06ERTO LOMAS P.E. 206 7th Ave, INDIALANTIC, FL 32903 Luis R. Lomas P.E. FL No.: 62514 434-686-0609 rlbmasOftmaspexa. 1/2" MIN. r--T EDGE DISTANCE METAL STRUCTURE BY OTHERS APPROVED SEALANT #10 SMS OR SELF DRILLING SCREW EXTERIOR 1/4" MAX. HIM SPACE #6 X 1 - WOOD SCREW LOCATED 2" FROM EACH END & 12" MAX O.C. INTERIOR SMSOR R O MS S #10 METAL SELF DRILLING STRUCTURE SCREW BY OTHERS SILL TO0 BE SET IN A BED OF #10 SMS OR APPROVED SEALANT SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2" MIIP EDGE DISTANCE 11/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION DOOR AND TRANSOM INSTALLATION -METAL STRUCTURE NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 I IA" IAAV HORIZONTAL CROSS SECTION DOOR -INSTALLATION - METAL STRUCTURE REVISIONS 'IV DESCRIPTION DATE APPROVED J REVISE TRIMS AND HARDWARE SCHEDULE 1 11/06/2023 R. L, 1/4" MAX, SHIM INTERIOR METAL STRUCTURE BY OTHERS #10 SMS OR SELF DRILLING 'X SCREW EXTERIOR 1/2" MIN EDGE DISTANCE IN __ _�HORIZQNTAL CROSS SECTION P?IOR TRANSOM INSTALLATION METAL STRUCTURE PROVIA, LLC. 2150 STATE ROUTE 39 WEST SUGARCREEK, OH 44681 STEEL/FIBERGLASS INSWING GLAZED SINGLE DOOR W/TRANSOM NON —IMPACT INSTALLATION DETAILS W/FUSIOI FRAME DRAWN DWG NO, REV N.G. 08-02068 SCALE NITS I DATE 06/18/13 1 SHEET 8 OF 15 L. ROBERTO LOMAS P.E. 208 7th Ave, INDIALANTIC, FIE 32903 434-688-0609 rilmas@Irlomespe.co. SIGNED: 1112712023 Luis R. Lomas P.E. FL No.: 62514 2" MIN. EDGE DISTANCE CO NCRETE/ MASONRY N4 BY OTHERS 4 1 3/4" MIN. o `4 EMBEDMENT 1X BUCK SEE NOTE 4 SHEET 1 1/4" MAX SHIM SPACE 1 3/16" TAPCON 3/16" TAPCON SILL TO BE SET — IN A BED OF APPROVED SEALANT #6 X 1" WOOD SCREW LOCATED 2" FROM EACH END 1 3/4" MIN. & 12" MAX O.C. EMBEDMENT INTERIOR MASONRY/ CONCRETE BY OTHERS 111 3/16" TAPCON 1 1/4" MIN MASONRY/ < CONCRETE EMBEDMENT BY OTHERS 1 2" MIN EDGE DISTANCE VERTICAL CROSS SECTION DOOR AND TRANSOM INSTALLATION MASONRY/CONCRETE NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 3/16" TAPC 1/4" MAX, SHIM INTERIOR 9 Z�7� 1X BUCK SEE NOTE 4 SHEET 1 REVISIONS REV DESCRIPTION I DATE I A111101113 J REVISE TRIMS AND HARDWARE SCHEDULE 1 11/06/20231 R.L. I 3/4" EMBEDMENT F' �1/4" MAX. MASONRY/ SHIM CONCRETE INTERIOR BY OTHERS ON lX SE 2" SH IN. DGE 1ST. i EXTERIOR BUCK E NOTE 4 EET 1 M E D HORIZONTAL CROSS SECTION TRANSOM INSTALLATION CONCRETE/MASONRY HORIZONTAL CROSS SECTION DOOR INSTALLATION CONCRETE/MASONRY PROVIA, LLC. 2150 STATE ROUTE 39 WEST SUGARCREEK, OH 44681 STEEL/FIBERGLASS INSWING GLAZED SINGLE DOOR W/TRANSOM NON —IMPACT INSTALLATION DETAILS W/FUSION FRAME DRAWN: _DWG NO. REV N. G. 08-02068 III. w_ SCALE NTS I DATE 06/18/13 1 SHEET 9 OF 15 L. ROBERTO LOMAS P.E. 208 7th Ave, INDIALANTIC, FL 32903 434-688-0609 ritomas@ftmaspe.com SIGNED: 1112712023 Luis R. Lomas P.E. FL No.: 62514 STEEL SKIN .033" THICK STANDARD TRIM W CHANNEL FIBERGLASS OPTION 1 STANDARD TRIM OPTION 9 ELTON TRIM ffl�77 STEEL STEEL STEEL I fm_-� rn- STEEL SKIN SKIN SKIN SKIN .033" THICK 033 THICK .033" THICK .033" THICK SIGNET SMOOTH TRINITY EVOLVE TRIM TRIM TRIM TRIM ,-Z W-CHANNEL W-CHANNEL FIBERGLASS FIBERGLASS OPTION 2 OPTION 3 SIGNET TRIM SMOOTH TRIM STEEL STEEL SKIN SKIN THIC .033" THICK .033ELTON SMOOTH TRIM TRIM W-CHANNEL FIBERGLASS W-CHANNE FIBERGLASS npTinm in I'll, WITAPE W—CHANINL FIBERGLASS OPTION 4 TRINITY TRIM STEEL SKIN .033" THICK SPOTLIGHT TRIM L IN -CHANNEL FIBERGLASS FIBERGLASS OPTION 5 OPTION 6 EVOLVE TRIM SPOTLIGHT TRIM STEEL SKIN .033" THICK STEEL SKIN .033" THICK SIGNET FIR TRIM SIGNET FIR SIGNET FIR TRIM TRIM DENTIL SHELF W -CHANNEL FIBERGLASS L W -CHANNEL FIBERGLASS OPTION 11 OPTION 12 SIGNET FIR TRIM SIGNET FIR & DENTIL SHELF TRIM STEEL SKIN .033" THICK ODL ZEEL TRIM W CHANNEL FIBERGLASS OPTION 13 ODL ZEEL TRIM REVISIONS _DESCRIPTION I DATE T— E AIPROVII REVISE TRIMS AND HARDWARE SCHEDULE 11 /0/202l R.L. STEEL SKIN .033" THICK RSL TRIM W -CHANNEL FIBERGLASS OPTION 7 RSL TRIM STEEL SKIN .033" THICK P'UGLESS TRIM W-CHANNEL FIBERGLASS OPTION 8 PLUGLESS TRIM STEEL SKIN .033" THICK XLE TRIM W-CHANNEL FIBERGLASS OPTION 14 XLE TRIM SIGN PROVIA, LLC. 2150 STATE ROUTE 39 WEST SUGARCREEK, OH 44681 STEEL/FIBERGLASS INSWING GLAZED SINGLE DOOR W/TRANSOM NON —IMPACT APPROVED SLABS AND TRIMS DRAWN: DING NO, I REV N. G. 08-02068 1 DATE" [SCALE NTS I E 06/18/13 1 EET 11 OF 15 ED: 1112712023 L. ROBERTO LOMAS PE Luis R. Lomas P.E. 208 71t Ave, INDLALANTIC, FL 32903 FIL No.: 6 251 4 434-68"609 r1b�S@lrlcMaSpe.wM I STEEL SKIN .033" THIC STANDARD TRIM T-171 C—CHANNE ... FIBERGLASS OPTION 15 7ANDARD TRIM STEEL SKIN K .033" THICH SIGNET TRIM C—CHANNE ..... 'LASS FIBERGLASS 'OPTION 16 SIGNET TRIM STEEL SKIN .033" THI; SMOOTH TRIM STEEL SKIN .033" THICK TRINITY TRIM STEEL SKIN .033" THICK EVOLVE TRIM STEEL SKIN .033" THICK SPOTLIGHT TRIM 11-71 L C—CHANNEL C—CHANNEL C—CHANNEL C—CHANNEL FIBERGLASS FIBERGLASS FIBERGLASS FIBERGLASS OPTION 17 OPTION 18 OPTION 19 OPTION20 SMOOTH TRIM TRINITY TRIM EVOLVE TRIM SPOTLIGHT TRIM STEEL STEEL STEEL SKIN SKIN SKIN STEEL. 033" THICK 033" THICK .033" THICK SKIN .033" THICK ELTON SMOOTH SIGNET FIR TRIM TRIM TRIM SIGNET FIR SIGNET FIR TRIM TRIM DENTIL SHELF C CHANNEL C--CHANNEL FIBERGLASS FIBERGLASS C—CHANNEL C—CHANNEL FIBERGLASS FIBERGLASS OPTION 23 OPTION 24 OPTION 25 OPTION 26 ELTON TRIM SMOOTH TRIM SIGNET FIR TRIM SIGNET FIR & WITAPE DEN77L SHELF TRIM STEEL SKIN .0635 ]HICK ODL ZEEL TRIM C—CHANNEL FIBERGLASS n0'rInAI 07 REVISIONS DESCRIPTION I DATE I APPROVED I J I REVISE TRIMS AND HARDWARE SCHEDULE 1 11/06/20231 R.L. I STEEL SKIN .033" THICK RSL TRIM C—CHANNEL FIBERGLASS OPTION21 RSL TRIM STEEL SKIN ttt .033" THICK PLUGLESS TRIM C—CHANNEL FIBERGLASS OPTION 22 PLUGLESS TRIM WITAPE STEEL SKIN .033" THICK XLE TRIM C—CHANNEL FIBERGLASS OPTION28 XLE TRIM ODE ZEEL TRIM PROVIA, LLC. 2150 STATE ROUTE 39 WEST I SUGARCREEK, OH 44681 STEEL/FIBERGLASS INSWING GLAZED SINGLE DOOR APPROVED SLABS AND TRIMS W/TRANSOM NON—IMPACT APPROVED SLABS AND TRIMS DRAWN: DWG NO, N.G. 08-0206 SCALE NTS I DATE 06/18/13 1 SHEET 12 OF 15 L ROBERTO LOMAS P.E. 266 7th Ave, INDMLANTIO, FL 32903 434-69"W9 rlbmas@lrlomasp&.com SIGNED: 11/27/2023 Luis R. Lomas P.E. FL NO,: 62514 FIBERGLASS FIBERGLASS SKIN SKIN .085" THICK .085" THIC STANDARD SIGNET 4TRIM TRIM 4- COMPOSITE COMPOSITE RAIL I RAIL OPTION 29 OPTION 30 7ANDARD TRIM SIGNET TRIM FIBERGLASS SKIN K .085" THICK SMOOTH TRIM FIBERGLASS SKIN .085" THICK TRINITY TRIM qz I COMPOSITE COMPOSITE RAIL RAIL OPTION 31 OPTION 32 SMOOTH TRIM TRINITY TRIM FIBERGLASS FIBERGLASS SKIN SKIN .085" THICK .085" THICK 1 14- ELTON SMOOTH TRIM TRIM COMPOSITE COMPOSITE RAI L RAIL FIBERGLASS SKIN .085" THICK SIGNET FIR TRIM SIGNET FIR TRI" DENTIL SHEL COMPOSITE RAIL FIBERGLASS SKIN .085" THICK EVOLVE TRIM FIBERGLASS SKIN .085" THICK SPOTLIGHT TRIM COMPOSITE COMPOSITE RAIL RAI L OPTION 33 OPTION 34 -EVOLVE TRIM SPOTLIGHT TRIM OPTION 37 OPTION 38 OPTION 39 OPTION 40 ELTON TRIM SMOOTH TRIM SIGNET FIR TRIM SIGNET FIR & WIrAPE DENTIL SHELF TRIM APPROVED SLABS AND TRIMS F BERGLASS SKIN .085" THICK T SIGNET FIR TRIM COMPOSITE RAIL FIBERGLASS SKIN .085" THICK ODL ZEEL TRIM COMPOSITE RAIL OPTION 41 REVISIONS R- I DESCRIPTION IAPPROVED J I REVISE TRIMS AND HARDWARE SCHEDULE 1 11/06/20231 R.L. FIBERGLASS SKIN .085" THICK RSL TRIM COMPOSITE RAI 1- I til! OPTION 35 RSL TRIM FIBERGLASS SKIN .085" THICK PLUGLESS TRIM COMPOSITE RAIL OPTION 36 PLUGLESS TRIM WIFAPE FIBERGLASS SKIN 085" THICK XLE TRIM COMPOSITE RAIL OPTION 42 XLE TRIM OOL ZEEL TRIM PROVIA, LLC. 2150 STATE ROUTE 39 WEST SUGARCREEK, OH 44681 STEEL/FIBERGLASS INSWING GLAZED SINGLE DOOR W/TRANSOM NON —IMPACT APPROVED SLABS AND TRIMS DR DWG NO N.G.08-02068 7GALE NTS I-E 06/18/13 TMET 13 OF 15 L. ROBERTO LOMAS P.E. 2M 71h Ave, INDIALANTIC, PIE 32903 434-688-0659 rlbmm@frfbmasM mm SIGNED: 1112712023 Luis R. Lomas P.E. FL No.: 62514 INTERIOR #8 X 2 1/2" WOOD SCREWS 6** FROM EACH END & 16" MAX. O.C. THEREAFTER TRANSOM SILL 2 1/2" WOOD TRIM - DOOR HEAD EXTERIOR HORIZONTAL MULLION DETAIL STANDARD FRAME SHOWN, COMPOSITE AND FUSION FRAME SIMILAR #10 X 2" FH V 6" FROM D AND 1( FAT N INTERIOR TRIM EXTERIOR WITH FAT BOY MULLION REVISIONS REV DESCRIPTION DATE APPROVED i REVISE TRIMS AND HARDWARE SCHEDULE 11/06/20231 R.L. #10 X 2" FH WOOD SCREW 6" FROM EACH CORNER AND 16" MAX. O.C. THEREAFTER FAT BOY MULLION WOOD TRIM EXTERIOR MULLION DETAIL WITH HYBRID FAT BOY MULLION SIGNED: 1112712023 PROVIA, LLC. 2150 STATE ROUTE 39 WEST - SUGARCREEK, OH 44681 . STEEL/FIBERGLASS INSWING GLAZED SINGLE DOOR Z: 0 5 W/TRANSOM NON -IMPACT MULLION DETAILS TAT n N. G. 08-02068 1 1/ 's� SCALE NTS 06/18/13 4 OF 15 L. ROBERTO LOMAS P.E. 208 7th Ave, INDIALANTIC, FL 32903 Luis R. Lomas P.E. 434-68"609 rlbmas@ftmaspecorR I FL NO.: 62514 4 9/16" 1 1/4" j COMPOSITE FRAME PROFILE 4 9/16" 13/16" I WOOD FRAME PROFILE 23/32" 17/32" 49/16- FRAMESA VER COMPOSITE I - 11/4" 3/4 T-1. 4 9/16' wvppin t4pAn 1 1/4" 3/4" =Munm , F___ 4 9/16" ___--- 14VRPln Id BAR vvvvu14vMru0lj= 1 3 4 13/16" 1 1 1 /4" SAHARA INSWING THRESHOLD 6" 1/4" 5 5/8" 1/2" ADA THRESHOLD FAT BOY MULLION COMPOSITE HYBRID FAT BOY MULLION COMPOSITE REVISIONS REV DESCRIPTION DATE APPROVED J REVISE TRIMS AND HARDWARE SCHEDULE 11/06/20231 R.L. 4 9/16" Eig] 11/16" INSWING SILL 2AIL4565 4 1/2" 1 5/16" 11/16" INSWING SILL Z414565F 41/2" '64" 1 5/16" 11/16" -7 INSWING SILL Z41LH4565 '32 4 9/16" 1 5/16" 11/16" INSWING SILL ZACL4565 4 1/2" ------------- 1 5/16" 11/16" INSWING SILL 2AC4565F 4 1/2" 1 5/16" j INSWING SILL ZACLH4565 SIGNED: 1112712023 PROVIA, LLC. /ot,, F, L 2150 STATE ROUTE 39 WEST SUGARCREEK, CH 44681 STEEL/FIBERGLASS INSWING GLAZED SINGLE DOOR W/TRANSOM NON -IMPACT ' COMPONENTS TAT DR )WC NO. REV Ki N.G.08-02068 i I NAL I SCALE DATE SHEII NTS 06/18/13 15 OF 15 111tj L. ROBERTO LOMAS P.E. 208 7th Ave, INDIALANTIC, rL 32903 Luis R. Lomas P.E. FL No.: 62514 434-688-0609 rJbmasc&rlamaspe=TI 1/2/24,12:22 PM ^ '8ouUsa—t'*un—L'-!A'Application Detail Application Type Code Version 7echnica|Repreyentadve Quality Assurance Representative ProVia LL[. (Doors and Windows) --FormedyPnovia LL[. 2150Stat Route39 Sugarcreek, OM44b81 (330)852-177* desn.marbn@provia.com Cory Mast 2150 State Route 39 Exterior Doors National Accreditation & Management Institute National Accreditation & Management Institute VOM MM C�rtified By Date Submitted 12/23/2023 Date Validated / 12/26/2023 hups://vmww.floridabuUding EYXQvmDqsj1XgYDJMD2oxkugBfpuoMOygmC| �3d 1/4 N��- •� i� 6tl rn mwrTmUri-TVF,-7r-r-3 Go to Page 0 M FL Model, Number or Name Description 12463.21 STEEL/FIBERGLASS OUTSWING STEEL/FIBERGLASS OUTSWING GLAZED SINGLE DOOR W/ GLAZED SINGLE DOOR W/ TRANSOM TRANSOM NI NI Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL12463 R18 C CAC 12463.27 NI011572,21-Mpdf FL12463 R18 C CAC 12463.27 NI011595.15:R7 p f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No Design Pressure: N/A 12/31/2024 Other: REFER TO INSTALLATION INSTRUCTIONS FOR DESIGN Installation Instructions PRESSURE RATINGS. FL12463 R18 II 08-02075K,p-df Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL12463 R18 AE 512789K.p-if Created by Independent Third Party: Yes 12463.22 STEEL/FIBERGLASS OUTSWING STEEL/FIBERGLASS OUTSWING OPAQUE DOOR - SINGLE & OPAQUE DOOR - SINGLE & DOUBLE NI DOUBLE NI Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL12463 R18 C CAC 12463.28 NI011565.15-R7.pd FL12463 R18 C CAC 12463.28 NI011593.03-R5.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No Design Pressure: +55/-55 12/31/2024 Other: Installation Instructions FL12463 R18 J1 Q8-02087H.p�f Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL12463 R18 AE 5128013.pdf Created by Independent Third Party: Yes 12463.23 STEEL/FIBERGLASS OUTSWING STEEL/FIBERGLASS OUTSWING OPAQUE DOUBLE DOOR W/ OPAQUE DOUBLE DOOR W/ SIDELITES SIDELITES & TRANSOM NI &TRANSOM NI Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL12463 R18 C CAC 12463.29 NI011572.14-R7.pd FL12463 R18 C CAC 1246 Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No Design Pressure: +55/-55 12/31/2024 Other: Installation Instructions FL12463 RIB II 08-02093K.pd-f Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL12463 R18 AE 512807K.p-df Created by Independent Third Party: Yes 12463.24 STEEL/FIBERGLASS OUTSWING STEEL/ FIBERGLASS OUTSWING OPAQUE DOUBLE DOOR W/ OPAQUE DOUBLE DOOR W/ SIDELITES SIDELITES NI NI Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL12463 RIB C CAC 12463.30 NI011572.13--R7 pd-f Approved for use outside HVHZ: Yes FL12463 R18 C CAC 12463.30 N1011595.06-R5,pd Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure. +55/-55 12/31/2024 Other: Installation Instructions FL12463 R18 II 08-02091K.pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL12463 R18 AE 512805K.piLf Created by Independent Third Party: Yes 12463.25 STEEL/FIBERGLASS OUTSWING STEEL/FIBERGLASS OUTSWING OPAQUE DOUBLE DOOR W1 OPAQUE DOUBLE DOOR W/ TRANSOM TRANSOM NI NI hftps:llwww.floridabuilding.org/prlpr�_app_Atl.aspx?param=wGEVXQwtDqsjlXgYDJMD2cxhugBfpuoMOygsCIR9P6xZ20ZCRROgnA%3d%3d 2/4 1/2/24,12:22 PM zz��= Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +55/-55 Other: &TRANSOM NI Limits oVI f Use Approved for use in HVHZ: No iV7 rWzR;-j% -ANVLTMT1d-:5 Impact Resistant: No Design Pressure: +55/-55 Other: 12463.27 STEEL/FIBERGLASS OUTSWING OPAQUE SINGLE DOOR W/ SIDELITES E Limits of Use Approved for use In HVHZ: No Impact Resistant: No Design Pressure: +55/-55 Other: Certification Agency Certificate FL12463 R18 C CAC 12463,31 NI011572ALM—Of EL12463 R18 C CAC 12463,31_W011595.10-P4p_df Quality Assurance Contract Expiration Date 12/31/2024 Installation Instructions FL12463 R18 II 08-02092H.p-d-f Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports EL12463 Rj$ AE 512806K.p_df Created by Independent Third Party: Yes STEEL/ IBERGLASS OUTSWING OPAQUE SINGLE DOOR W1 SIDELITES & TRANSOM NI Certification Agency Certificate EL12463 RIB C CAC 12463.32 NIO11572,11-RZ,pd FL12463 R18 C CAC 12463.32 NIO11595R,6,pd Quality Assurance Contract Expiration Date 12/31/2024 Installation Instructions FL12463 R18 11 _08-0209OK&d-f Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party* Yes Evaluation Reports FL12463 R18 _AE_5_122D_4KP_df Created by Independent Third Party: Yes STEEL/FIBERGLASS OUTSWING OPAQUE SINGLE DOOR W1 SIDELITES NI Certification Agency Certificate 24jj ��j CAJ �2Q.33 N1011572&5_-RZ�p�_f Quality Assurance Contract Expiration Date 12/31/2024 Installation Instructions FL12463 R18 jj_Aa&2DB2_K_.W Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL12463 R18 8E 512802K.pdf Created by Independent Third Party: Yes 12463.28 STEEL/ FIBERGLASS OUTSWING I STEEL/FIBERGLASS OUTSWING OPAQUE SINGLE DOOR W1 OPAQUE SINGLE DOOR W/ TRANSOM TRANSOM NI �Nl I Limits of Use Approved for use In HVHZ: No A•Vpwlvet ilm Impact Resistant: No Design Pressure: +55/-55 Other: Certification Agency Certificate FL12463 RIB C CAC 12463.34 NI011572.Q9_-R5_pdf IM ft IF= Quality Assurance Contract Expiration Date 12/31/2024 Installation Instructions FL12463 R18 IL_1a:Q2DB9_H.p_df Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports EL12463 Sla_AD3 E K f == _5j-28—p-d- Wr-m-mr-mr.mr- ='. -mmawkicam Go to Page 0 Page 2 / 2 =Ne-t Contact Us :: 26QI 51pir Stone Road, Tallahassee FL 32392 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright ZQQZ-ZO13 State of Florida :: Privacy StatementStatement_:: Accessibility Statement :: 8gfuD_d_5_La_tgm _ Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395, *Purst Section 455.275(l), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an en hftps://www.floridabuilding.org/pr/prl_appjtl.aspx?param=wGEVXQwtDqsjlXgYDJMD2cxhugBfpuoMOygsCIR9P6xZ20ZCRROgnA`/`3d`/`3d 3/4 1/2/24,12:22 PM address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If, not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine are a licensee under Chapter 455, F.S., please click bffe-. hftps://www.floridabuilding.org/pr/pr�_ppp_dti.aspx?param=wGEVXQwtDqsj 1 XgYDJMD2cxhugBfpuoMOygsCIR9P6xZ20ZCRROgnA%3d%3d 4/4 NOTES: i. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING, METAL STRUCTURE AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. BUCKS SHALL EXTEND BEYOND UNIT FRAME INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 5, ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. FRAME MATERIAL: WOOD WITH G=.46 MINIMUM SPECIFIC GRAVITY, OR COMPOSITE, OR FRAMESAVER, OR FUSION FRAME. DOOR SKIN MATERIAL: STEEL .033" THICK (MINIMUM), FIBERGLASS .085" THICK (MINIMUM) SIDELITE SKIN MATERIAL: STEEL .022" THICK (MINIMUM) 7. UNITS MUST BE GLAZED PER ASTM E1300, WITH SAFETY GLAZING, B. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 9. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4", I TABLE OF CONTENTS SHEET NO.1 DESCRIPTION 1 NOTES 2 ELEVATION AND ANCHORING LAYOUT 3 — 8 INSTALLATION DETAILS 9 — 14 1 COMPONENTS AND MULLION DETAIL`, REVISIONS REV DESCRIPTION DATE APPROVED K REVISE TRIMS AND HARDWARE SCHEDULE 11 /08/2023 R.L. 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE, LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: 14.1. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 14.2. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. 14.3. MASONRY — GROUT FILLED STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). 14.4. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 .048" THICK MINIMUM SIGNED: 1112712023 LLC. 2150 STATE ROUTE 39 WEST SUGARCREEK, OH 44681 N STEEL/FIBERGLASS OUTSWING GLAZED SINGLE DOOR ** 0 #r' W/TRANSOM NON —IMPACT '^ F NOTES AT DRAWN: DWG N0. REV '� J.L. 08-02075 K�'° L1NLK SCALE NTS DATE 06/19/13 SHEET 1 OF 14 L. ROBERTO LOAAS RE 2067th Ave, INDML NTIC, EL 32903 Luis R. Lomas P.E. 434-688-0609 rtbmas@Momwpe.com FL NO.: 62514 HARDWARE SCHEDULE * F-SERIES LOCK ASSEMBLY DOOR KNOB BYSCHLAGE B. B-SERIES DEADBOLT ASSEMBLY BY SCHLAGE C. F-SERIES DEADBOLTASSEM13LY BYSCHLAGE 0. RESIDENTIAL GRADE DOOR HANDLE ASSEMBLY BYEMTEK (ALTERNATE) E. MULTi-POINT LOCK HANDLE ASSEMBLY BYTRILENNIUM (ALTERNATE) F. PANOLOCK MULTI -POINT LOCK ASSEMBLY (ALTERNATE) G. (3) 4"X4- BALL BEARING HINGES BYPENROD H. (3) 4" X4'* SPRING BommER HINGES BY PENROD (ALTERNATE) �9' VA X 8 MAX L! 9 " MAX VAX I — VAX ANCHORING LAYOUT nv DATE '37 9/16" FRAME XiOTI'l K j ED,J I �2�2 3 ��N HAR'_ANARE SCH APPROVED LITE CONFIGURATIONS TRANSOM El El El Ail ........ . . ...... . ...... FULL LITE 3 LITE 4LITE 2 LITE v LITE CONFIGURATIONS SHOWN ARE FOR REFERENCE ONLY MULTIPLE LITE CONFIGURATIONS ARE APPROVED AS LONG AS LITE SIZE DOES NOT EXCEED 11.5 FT' DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RATING IMPACT RATING .... . .... ... .... . ±55.OPSF NONE ±50.0PSF NONE 0 THIS SYSTEM WAS NOT TESTED FOR WATER tNFXTRATONAND IS ROSE THIS SYSTEM WASNOT TESTED FOR WA TER INIFILIRA TOWAND IS TO RE INSTALLED ONLY WHERE WATER RESSTANCEfSAOTREQUIRED WS7AUED ONLY WHERE WATER RESISTANCE 6 NOTREQUIRED WITH STEEL SLAB WITH STEEL SLAB AND PANOLOCK MULTI POINT >0 DESIGN PRESSURE RATING IMPACT DESIGN PRESSURE RATING IMPACT RATING . .. ...... . +48.01-52.0 NONE +48,01-50.0 NONE THS SYSTEM WASNOTTESTED MR WATER INFILTRANONAND IS TOSS mismEmwAsNOT TESTED FOR WATER INSTALLED ONLY WHERE WATER RESISTANCE IS NOTREQUYIED INSTALLED ONLYWHERE WATER RESISTANCE IS NCT REQUIRED WITH FIBERGLASS SLAB WITH FIBERGLASS SLAB AND PANOLOCK MULTI -POINT ACTIVE SINGLE W1 TRANSOM ---- ------- - EXTERIOR VIEW 35 314'x 94 15116'PANEL SIZE SHOWN. OTHER SIZES ARE APPROVED AS LONG AS INDIVIDUAL PANEL AREA DOES NOT EXCEED 23.56 FTI NO'ESi 1. DOOR D.,.O.: 20 3/8" X, /& 11/2" 2. TRI"INSOM D.1_0.i 34 9/'6" X 28 SIGNED: 1112712023 PROVIA, LLC. 2150 STATE ROUTE 39 WEST SUGARCREEK, OH 44681 STEEL/FIBERGLASS OUTSWING GLAZED SINGLE DOOR w # o W/TRANSOM NON -IMPACT ANCHORING & APPROVED ELEVATION, CONFIGURATION 'c' TATr_ OF mvt J.L.08-02075 -F7 a70hAV x A_'e: 77 NTS JXAT, 06/19/13 OF 14 2 /�fi lllflwxl I L. R06ERTO LOMAS P.E. X6 7th Ave, INDIALANVC, FL 3203 Luis R- Lomas P-E- FL No.: 62514 434-68B-0609 rllomas@frlomaspo.com I REVISIONS 1 3/8" MIN 1/4" MAX. 'IV DESCRIPTION DATE APPROVED EMBEDMENT SHIM K REVISE TRIMS AND HARDWARE SCHEDULE 11/08/2023 R.L. 1/2" MIN. EDGE EDGE DISTANCE DISTANCE 1/2" MIN WOOD FRAMING EDGE DISTANCE OR 2X BUCK 1 3/8" 1 3 BY OTHERS " MIN. M EMBEDMENT J INTERIOR #10 WOOD APPROVED 1/ MAX SCREW SEALANT SHIM SPACE 2X BUCK/WOOD FRAMING BY OTHERS #6 X 1" WOOD SCREW V LOCATED 2" FROM #10 WOOD #6 X 1" WOOD SCREW EACH END) SCREW LOCATED 2" FROM EXTERIOR & 12" MAX D.C. INTERIOR EACH END & 12" MAX O.C. HORIZONTAL CROSS SECTION EXTERIOR TRANSOM INSTALLATION 2X BUCK/WOOD FRAMING 1 3/8. MIN. 114" MAX SHIM EMBEDMENT 7_1 1 2X BUCK/WOOD FRAMING #10 WOOD BY OTHERS SCREW #10 WOOD INTERIOR SCREW SILL TO BE SET 1/4" IN A BED OF MAX APPROVED SEALANT r SHIM SPACE 1/2- MIN 2X BUCK/ I FRAMING WOOD 3/8', EDGE DISTANCE BY OTHERS MIN EXTERIOR EMBEDMENT 1/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION DOOR AND TRANSOM INSTALLATION- 2X BUCKINOOD FRAMING NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 HORIZONTAL CROSS SECTION DOOR INSTALLATION - 2X BUCKIWOOD, FRAMING SIGNED: 1112712023 PROVIA, LLC. 2150 STATE ROUTE 39 WEST SUGARCREEK, OH 44681 E STEEL/FIBERGLASS OUTSWING GLAZED SINGLE DOOR Z: W/TRANSOM NON —IMPACT INSTALLATION DETAILS TAT OF DRAWN: DWG NO. 5- 4 0 RkO J. L. 08-02 NAL S"' NTS JD-E 06/19/13 SHEET 3 OF 14 4/1/11111110 I L. ROBERTO LOMAS P.E. 208 7th Ave, INDIAL4MTIC, FL 32903 Luis R. Lomas P.E. FL No.: 62514 434-688-0609 rliomas@htmaVe.com METAL STRUCTURE BY OTHERS #6 X 1" WOOD SC LOCATED 2" F EACH 12" MAX O.C. 1/2" MIN. EDGE DISTANCE SMS OR F DRILLING SCREW INTERIOR iSHIM 1/2" M11\L EDGE DISTANCE 1/4" MAX, INTERIOR SHIM SPACE #10 SMS OR SELF DRILLING SCREW #6 X 1" WOOD SCREW LOCATED 2" FROM EACH END & 12" MAX O.C. M ETAL STRUCTURE EXTERIOR BY OTHERS HORIZONTAL CROSS SECTION TRANSOM INSTALLATION METAL STRUCTURE SILL TO BE SET IN A BED OF APPROVED SEALANT #10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/4 11 MAX SHIM 1/2" MIN SPACE EDGE DISTANCE VERTICAL CROSS SECTION DOOR AND TRANSOM INSTALLATION METAL STRUCTURE NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 REVISIONS REV DESCRIPTION DATE APPROVED K REVISE TRIMS AND HARDWARE SCHEDULE 11/08/2023 METAL STRUCTURE BY OTHERS #10 SMS OR SELF DRILLING SCREW 1/2" MIN EDGE DISTANCE T_ 1/4" MAX. SHIM maw EXTERIOR HORIZONTAL CROSS SECTION DOOR INSTALLATION METAL STRUCTURE SIGNED: 1112712023 PROVIA, LLC. XNNAIIIIIIJ// 2150 STATE ROUTE 39 WEST N , z 4f SUGARCREEK, OH 44681 tp STEEL/FIBERGLASS OUTSWING GLAZED SINGLE DOOR 0 51 W/TRANSOM NON —IMPACT 1 INSTALLATION DETAILS ,A . TAT OF DRAWN: DWG NO. REV Z0, �z t"o 70.*. �V_ . J.L. 08-0207 K t4A1L1 SCALENTS DATE 06/19/13 SHEET 4 OF 14 0\1 L. ROBERTO LOMAS RE. 208 7th Ave,, INDIALANTtO, FIE 32903 Luis R.Lomas P.E. FL N 62514 434-688-0609 rllamaq@ftmaspe.com O.: 1 3/4" MIN.. EMBEDMENT I REVISIONS R_ DESCRIPTION DATE APPROVED 2" MIN. 1 1/4" LL_L� EDGE DISTANCE I F� n -I �— SMAX. HIM 2 MIN. 4 - ------ T EDGE DIST. MASONRY/ 4 4 1 3/4" MIN. CONCRETE �4 EMBEDMENT BY OTHERS INTERIOR 3/16" TAPCON 1X BUCK MASONRY / IN SEE NOTE 4 CONCRETE SHEET 1 BY OTHER'S 1/4' MAX. SHIM SPACE 1X BUCK SEE NOTE 4 #6 X 1 WOOD SCREW SHEET 1 LOCATED 2" FROM 3/16" TAPCON EXTERIOR EACH END #6 X 1" WOOD SCREW & 12" MAX O.C. LOCATED 2 " FROM MASONRY/ EXTERIOR INTERIOR EACH END HORIZONTAL CROSS SECTION CONCRETE & 12" MAX O.C. TRANSOM INSTALLATION CONCRETEIMASONRY BY OTHERS 1X BUCK - SEE NOTE 4 SHEET I 3/16" TAPCON 3/16" TAPCON SILL TO BE SET IN A BED OF rp, APPROVED SEALANT 1 1/4" MAX SHIM SPACE MASONRY/ 4 /4" CONCRETE MIN BY OTHERS EMBEDMENT EDGE DISTANCE 2" MIN VERTICAL CROSS SECTION DOOR AND TRANSOM INSTALLATION MASONRY/CONCRETE NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 3/4" MIN EMBEDMENT 1/4" MAX* SHIM INTERIOR 2" MIN EDGE DISTANCE HORIZONTAL CROSS SECTION EXTERIOR DOOR INSTALLATION CONCRETEIMASONRY SIGNED: 1112712023 PROVIA, LLC. L W ST 215D STATE ROUTE 39 WEST SUGARCREEK, OH 44681 x STEEL/FIBERGLASS OUTSWING GLAZED SINGLE DOOR GLAZED SINGLE DOOR 5 -V W/TRANSOM NON —IMPACT INSTALLATION DETAILS TAT OF DRAWN: REV J. L. )75 K NAL SCALE DATE SHEET 5 0 1 NTS 06/19/13 OF 14 1/1 1111110 L. ROBERTO LOMAS R.E. . 7th Ave, INDIALANTtC, FL 32908 Luis R. Lomas P. E. FL No.: 62514 434-688-0609 r1lomasOldomaspe com 112" MIN. EDGE DISTANCE WOOD FRAMING OR 2X BUCK BY OTHERS APPROVED SEALANT rl!7 #6X1" WOOD SCREW r LOCATED 2" FROM EACH END AND 12" MAX O.C. SILL TO BE SET IN A BED OF APPROVED SEALANT 2X BUCK/ WOOD FRAMING BY OTHERS 1 3/8" MIN. EMBEDMENT 4 1/4" MAX. SHIM SPACE #10 WOOD SCREW #10 WOOD SCREW 1/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION DOOR AND TRANSOM INSTALLATION - 2X BUCKIWOOD FRAMING NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/4" MAX SHIM SPACE E 11 / MINN EMBEDMENT 1 3/8" MIN 1/4" MAX. EMBEDMENT] --I r SHIM i --- 1/2" MIN EDGE DISTANCE N IM REVISIONS REV DESCRIPTION I DATE I 1111R.vll) K REVISE TRIMS AND HARDWARE SCHEDULE 1 11/08/20231 R.L. INTERIOR #10 WOOD SCREW IN 2X BUCK/WOOD FRAMING BY OTHERS #6 X I" WOOD SCREW LOCATED 2" FROM EXTERIOR EACH END & 12" MAX O.C. HORIZONTAL CROSS SECTION TRANSOM INSTALLATION 2X BUCKIWOOD FRAMING 1 3/8" MIN_ 1/4" MAX EMBEDMENT SHIM SPACE 1/2" MIN EDGE DISTANCE #10 WOOD SCREW 2X BUCK/WOOD FRAMING BY OTHERS EXTERIOR HORIZONTAL CROSS SECTION DOOR INSTALLATION -P-XBUCK/WOOD FRAMING SIGNED: 1112712023 PROVIA, LLC. 2150 STATE ROUTE 39 WEST SUGARCREEK, OH EN" 44681 STEEL/FIBERGLASS OUTSWING GLAZED SINGLE DOOR W/TRANSOM NON —IMPACT zzIra o 61 INSTALLATION DETAILS W/FUSION FRAME 7a TAT' 0 DRAWN: DWI' , NO, R11 5-, ZOP J. L. 08-02075 K SCALE NTS —E 06/19/13 6 OF 14 /IfIllill L. ROBERTO LOMAS P.E. 208 7th Ave, INDALAMTIC, FL 32903 Luis R. Lomas P.E. FL No.: 62514 434-688-0609 r1lomasOldomaspe.com 1/2" MIN. METAL STRUCTURE EDGE DISTANCE BY OTHERS APPROVED 1/4" MAX, SEALANT HIM SPACE =00 000 #6X1" WOOD SCREW LOCATED 2" FROM V #10 SMS OR EACH END AND SELF DRILLING 12" MAX O.C. SCREW EXTERIOR INTERIOR #10 SMS OR SELF DRILLING SCREW SILL TO BE SET IN A BED OF APPROVED SEALANT 1/4" MAX SHIM SPACE METAL STRUCTURE BY OTHERS gg 1/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION DOOR AND TRANSOM INSTALLATION -METAL STRUCTURE NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 REVISIONS 1/4" MAX. REY 3 ( DATE SHIM DESCRIPTION K REVISE TRIMS AND HARDWARE SCHEDULE 1 11 /08/ 1/2" MIN EDGE DISTANCE #10 SMS OR INTERIOR SELF DRILLING SCREW #6 X 1" WOOD SCREW LOCATED 2" FROM EACH END & 12" MAX O.C. METAL STRUCTURE BY OTHERS EXTERIOR HORIZONTAL CROSS SECTION TRANSOM INSTALLATION METAL STRUCTURE 1 IA'* kAAV i 1/2" MIN EDGE DISTANCE #10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS APPROVED R. L. 0 �y EXTERIOR HORIZONTAL CROSS SECTION DOOR INSTALLATION - METAL STRUCTURE SIGNED: 1112712023 PROVIA, LLC. 2150 STATE ROUTE 39 WEST SUGARCREEK, OH 44681 STEEL/FIBERGLASS OUTSWING GLAZED SINGLE DOOR `* 0 W/TRANSOM NON —IMPACT INSTALLATION DETAILS W/FUSION FRAME TAT OF ORAWN: J.L. DWG NO. 08-02 ONAL 06/19/13 SHEET 7 OF 14 1111110 \\ L. ROBERTO LOMAS P.E. X8 7th Ave, INDIALAArTIC, FL 3M3 Luis R. Lomas P.E. 434-688-M9 r1lomas@htmaspe wm FL No.: 62514 REVISIONS. 1 3/4" MIN. 1/2" MIN . EMBEDMENT REv DESCRIPTION DATE APPROVED EDGE DISTANCE �� K REVISE TRIMS AND HARDWARE SCHEDULE' 11/08/2023 R.L. CONCRETE/ 2" L1/SHIMAX. MASONRY °° a ° ° MIN. �_a —E BY OTHERS a� ° a o _a 1 3/4" MIN. EDGE a 4 EMBEDMENT DIST. L 3/16" TAPCON a 1X BUCK SEE NOTE 4 1/4" MAX. MASONRY/ � Lj LINTER,OR SHEET 1 SHIM SPACE CONCRETE oaO❑❑ BY OTHERS #6X1" WOOD SCREW 1X BUCK - LOCATED 2" FROM SEE NOTE 4 3/16" TAPCON SHEET 1 A 3/4" MIN EACH END AND 12" MAX O.C. EMBEDMENT EXTERIOR #6 X 1" WOOD SCREW EXTERIOR INTERIOR LOCATED 2" FROM - 1/4" MAX, EACH END HORIZONTAL CROSS SECTION 2„ SHIM & 12" MAX O.C. TRANSOM INSTALLATION CONCRETEMASONRY MIN —E EDGE DISTANCE 3/16" TAPCON 3/16" TAPCON INTERIOR SILL TO BE SET a IN A BED OF APPROVED SEALANT X BUCK 1/4" SEE NOTE 4 a Q MAX SHEET i SHIM SPACE MASONRY/ v �I/ — CONCRETE EXTERIOR BY OTHERS MASONRY/ Li 1 3/4" CONCRETE MIN HORIZONTAL CROSS SECTION BY OTHERS EMBEDMENT DOOR INSTALLATION CONCRETEMASONRY ^ SIGNED: 1112712023 2° MIN PROVIA, LLC. ttt�tErrlrr r EDGE DISTANCE 2150 STATE ROUTE 39 WESTN3'" L77j/r SUGARCREEK, OH 44681 lv.*vGENa...fs VERTICAL CROSS SECTION DOOR AND TRANSOM INSTALLATION STEEL/FIBERGLASS OUTSWING GLAZED SINGLE W/TRANSOM NON —IMPACT„ DOOR 7k+ o 51 .#r` � , - MASONRY/CONCRETE INSTALLATION DETAILS W/FUSION FRAME A? OF NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, DRAWN: DWG NO. REV .✓ +L tjy7 Cn`* J.L. 08-02075 K 7tJ� 2. PERIMETER AND JONTSEALANT BYOTHERS TOBE SCALE NTS DATE 06/19/13 SHEET OF 14 1 ON\NNE' DESIGNED IN ACCORDANCE WITH ASTM E2112 L. ROBERTO LOMAS P.E. LUIS R. Lomas P.E. 2087th Ave, INDIALANTIC, FL 32903 434-688-0609 rilomas@lrlomaspe.com FL NO.: 62514 VAV14.000 #10 X 2" FH WOOD SCREW 6" FROM EACH CORNER AND 16" MAX. O.C. THEREAFTER TRANSOM SILL WOOD TRIM ---\ � #8 X 2 1/2" WOOD SCREWS 6" FROM EACH END & 16" MAX O.C. THEREAFTER EXTERIOR MULLION DETAIL STANDARD FRAME SHOWN, COMPOSITE AND FUSION FRAME SIMILAR CORRUGATED FASTENER 12" O.C. (1 ) ROW INTERIOR #10 X 2" FH WOOD SCREW 6" FROM EACH CORNER AND 16" MAX. O.C. THEREAFTER FAT MULLION — MULLION DETAIL WITH FAT BOY MULLION REVISIONS REV DESCRIPTION DATE I APPROVED K REVISE TRIMS AND HARDWARE SCHEDULE I 11 /08/20231 R.L. INTERIOR #10 X 2" FH WOOD SCREW 6" FROM EACH CORNER AND 16" MAX. O.C. THEREAFTER FAT BOY MULLION - MULLION DETAIL WITH HYBRID FAT BOY MULLION PROVIA, LLC. 2150 STATE ROUTE 39 WEST SUGARCREEK, OH 44681 STEEL/FIBERGLASS OUTSWING GLAZED SINGLE DOOR W/TRANSOM NON —IMPACT MULLION DETAILS DRAWN: -7 No J.L. 08-02075 REV SCALE NTS I DATE 06/19/13 1 SH11T 9 OF 14 L. ROBERTO LOMAS P.E. 208 7th Ave, INDIALANTIC, FL 32903 434-688-0609 r1lomas@146maspo cam SIGNED: 1112712023 Luis R. Lomas P.E. FL No.: 62514 #10 X 2 1/2" WOOD SCREW #8 x 5/8" WOOD SCREW #10 X 2 1/2" WOOD SCREW #8 X 5/8"' WOOD SCREW HINGE INSTALLATION DETAIL _ 2X BUCKIWOOD FRAMING #10 X 1 3/4" SELF DRILLING SCREW #8 x 5/8" WOOD SCREW #10 X 1 3/4" SELF DRILLING SCREW #8 X 5/8" WOOD SCREW HINGE INSTALLATION DETAIL METAL STRUCTURE #8 X 5/8" WOOD SCREW #8 X 5/8" WOOD SCREW 3/16* X 3 1/4" TAPCON #8 X 5/8" #8 X 5/8" WOOD SCREW WOOD SCREW L #8 X 5/8" WOOD SCREW 3/16' X 3 1/4" TAPCON HINGE INSTALLATION DETAIL MASONRY/CONCRETE REV DESCRIPTION PATE APPROVED REVISIONS K REVISE TRIMS AND ARE SCHEDULE 11 PROVIA, LLC. 2150 STATE ROUTE 39 WEST SUGARCREEK, OH 44681 STEEL/FIBERGLASS OUTSWING GLAZED SINGLE DOOR W/TRANSOM NON —IMPACT HINGE DETAILS DRAWN: DWG Ntr. REV J. L. 075 K sZZLE NTS I DATE 06/19/13 1 SHEET 10 OF 14 L. ROBERTO LOMAS P.E. 208 7th Ave, INDIALANTIC, FL 32903 434-688-0609 riADmw@lrbmasM.com SIGNED: 1112712023 Luis R. Lomas P.E. FL No.: 62514 STEEL STEEL STEEL STEEL STEEL STEEL ,, , I L SKIN SKIN SKIN SKIN SKIN SKIN .033" THICK 033" THICK 033" THICK .033" THICK 033" THICK .033" THICK STANDARD SIGNET SMOOTH TRINITY EVOLVE SPOTLIGHT TRIM TRIM TRIM TRIM TRIM TRIM JF`7 W-CHANNEL W-CHANNEL W-CHANNEL W-CHANNEL W-CHANNEL W-CHANNEL FIBERGLASS FIBERGLASS FIBERGLASS FIBERGLASS FIBERGLASS FIBERGLASS OPTION 1 OPTION OPTION 3 OPTION 4 OPTION 5 OPTION 6 STANDARD TRIM SIGNET TRIM SMOOTH TRIM TRINITY TRIM EVOLVE TRIM SPOTLIGHT TRIM STEEL STEEL STEEL SKIN SKIN SKIN STEEL .033" THICK 033" THICK �033" THICK SKIN .033 THICK ELTON SMOOTH SIGNET FIR TRIM TRIM TRIM SIGNET FIR SIGNET FIR TRIM TRIM DENTIL SHELF W-CHANNEL W-CHANNEL FIBERGLASS -CHANNEL -CHANNEL FIBERGLASS W W FIBERGLASS FIBERGLASS OPTION 9 OPTION 10 OPTION 11 OPTION 12 ELTON TRIM SMOOTH TRIM SIGNET FIR TRIM SIGNET FIR & WITAPE DENTIL SHELF TRIM STEEL SKIN .033" THICK ODL ZEEL TRIM W-CHANNEL FIBERGLASS REVISIONS DESCRIPTION DATE I APPROVED REVISE TRIMS AND HARDWARE SCHEDULE /08/20231 R.L. STEEL Y STEEL SKIN SKIN rc .033'* THICK .033" THICK RSL PLUGLESS TRIM TRIM ... W-CHANNEL W-CHANNEL FIBERGLASS FIBERGLASS OPTION 7 OPTION 8 RSL TRIM PLUGLESS TRIM TAPE STEEL SKIN .033" THICK XLE TRIM W-CHANNEL FIBERGLASS f)pTlalAI Ill XLE TRIM SIGNED: 1112712023 OPTION 13 PROVIA, LAC. ODL ZEEL TRIM 2150 STATE ROUTE 39 WEST SUGARCREEK, OH 44681 STEEL/FIBERGLASS OUTSWING GLAZED SINGLE DOOR W/TRANSOM NON -IMPACT APPROVED SLABS AND TRIMS DRAWN: DWG NO, REV I J. L. 08-02075 I SCALE NTS IDATE 06/19/13 1 INLET 11 OF 14 L ROBERTO LOMAS P.E, Luis R.Lomas P.E. 206 7th Ave, INDIALAIVTIC, FL 32903 434-683-0609 ribms@1,10—spe-co. I FL Na.: 62514 STEEL SKIN 033" THICK STANDARD TRIM C—CHANNEL FIBERGLASS STEEL SKIN )33" THICK SIGNET TRIM C—CHANNEL FIBERGLASS OPTION 15 OPTION 16 STANDARD TRtM SIGNET TRIM STEEL SKIN .033" THI SMOOTH TRIM C—CHANNN STEEL SKIN .033" THICK TRINITY TRIM C — CHANNEL FIBERGLASS STEEL SKIN EVOLVE TRIM C—CHANNEL FIBERGLASS STEEL .033" THICK SPOTLIGHT TRIM OPTION 17 OPTION 18 OPTION 19 OPTION20 SMOOTH TRIM TRINITY TRIM EVOLVE TRIM SPOTLIGHT TRIM STEEL STEEL STEEL 4 SKIN SKIN SKIN .033" THICK 033" THICK STEEL SKIN .033" THICK ELTON SMOOTH SIGNET FIR TRIM TRIM TRIM SIGNET FIR SIGNET FIR TRIM TRIM DENTIL SHELF C CHANNEL —CHANNEL FIBERGLASS FIBERGLASS C—CHANNEL C—CHANNEL FIBERGLASS FIBERGLASS OPTION 23 OPTION 24 OPTION25 OPTION 26 ELTON TRIM SMOOTH TRIM SIGNET FIR TRIM SIGNET FIR & WITAPE DENTIL SHELF TRIM C—CHANNEL FIBERGLASS STEEL SKIN .033" THICK ODL ZEEL TRIM C—CHANNEL I . . . . . . . FIBERGLASS OPTION ODL ZEEL TRtMF REVISIONS I REV I DESCRIPTION I DATE I APPROVED I I K I REVISE TRIMS AND HARDWARE SCHEDULE 1 11/08/20231 R.L. I STEEL SKIN 033" THICK RSL TRIM OPTION21 RSL TRIM C—CHANNEL FIBERGLASS OPTION 22 PLUGLESS TRIM WITAPE STEEL SKIN .033" THICK XLE TRIM FIBERGLASS OPTION28 XLE TRIM S PROVIA, LLC. 2150 STATE ROUTE 39 WEST SUGARCREEK, OH 44681 STEEL/FIBERGLASS OUTSWING GLAZED SINGLE DOOR W/TRANSOM NON —IMPACT APPROVED SLABS AND TRIMS I DRAWN: CAD NO. I REV J.L. 08-02075 K STEEL SKIN THICK PLUGLESS TRIM C—CHANNEL FIBERGLASS 'NED: 1112712023 NTS I DATE 06/19/13 1 SHEET 12 OF 14 "JI11111IM" L ROBERTO LOMAS P.E. m 7th Ave, INDL4LANTIC, FL 32903 Luis R.Lomcs P.E. 4.94-688-0609 rlb�@lrlomaspe.wm FL N O�: 62514 FIBERGLASS [R FIBERGLASS SKIN I I SKIN 085" THICK .085" THICK STANDARD SIGNET TRIM TRIM COMPOSITE COMPOSITE RAIL RAIL SKIN .085" THICK SMOOTH TRIM #PTION 29 OPTION 30 OPTION 31 OPTION 32 TANDARD TRIM SIGNET TRIM SMOOTH TRIM TRINITY TRIM FIBERGLASS SKIN .085" THICK TRINITY TRIM COMPOSITE RAIL FIBERGLASS SKIN .085" THICK EVOLVE TRIM COMPOSITE RAIL OPTION 33 OPTION 34 EVOLVE TRIM SPOTLIGHT TRIM FIBERGLASS FIBERGLASS FIBERGLASS SKIN SKIN SKIN FIBERGLASS .085" THICK .085" THICK .085" THICK SKIN .085" THICK ELTON SMOOTH SIGNET FIR TRIM TRIM TRIM SIGNET FIR SIGNET FIR TRIM TRIM DENTIL SHELF COMPOSITE COMPOSITE COMPOSITE RAIL RAIL RAIL COMPOSITE RAIL OPTION 37 OPTION 38 OPTION 39 OPTION 40 ELTON TRIM SMOOTH TRIM SIGNET FIR TRIM SIGNET — WIFAPE DENTIL SHELF TRIM FIBERGLASS SKIN .085" THICK SPOTLIGHT TRIM FIBERGLASS SKIN .085" THICK ODL ZEEL TRIM COMPOSITE RAIL OPTION 41 ODL ZEEL TRIM REVISIONS I REV I DESCRIPTION I DATE I APPROVED I I K I REVISE TRIMS AND HARDWARE SCHEDULE 1 11/08/20231 R.L. I FIBERGLASS SKIN 085" THICk RSL TRIM COMPOSITE RAIL FIBERGLASS SKIN .085" THICK PLUGLESS TRIM COMPOSITE RAIL OPTION 35 OPTION36 RSL TRIM PLUGLESS TRIM WITAPE FIBERGLASS SKIN .085" THICK XLE TRIM COMPOSITE RAI L OPTION 42 XLE TRIM SIGNED: 1112712023 PROVIA, LLC. 2150 STATE ROUTE 39 WEST SUGARCREEK, OH 44681 STEEL/FIBERGLASS OUTSWING GLAZED SINGLE DOOR W/TRANSOM NON —IMPACT APPROVED SLABS AND TRIMS DRAWN: DWG NO, I REV J. L. 08-02075 K [SCALE NTS I DATE 06/19/13 1 SHEET 13 OF 14 L. ROBERTO LOMAS P.E. Luis R. 206 7th Ave, INDfAL4NTIC, FL 32903 Lomas P.E. 434-66"609 rll�s(&lrlb�spe I FIL N a .: 62514 T 23/3i 2" 1 7/32" 4 9/16" FRAMESAVER COMPOSITE 4 9/16" 1 1/T_4" �� i COMPOSITE FRAME PROFILE 4 9/16" 1 13/1 �6 , Z&= WOOD FRAME PROFILE - i 3/4" 1/4" 4 9/16" 1 3 HYBRID HEAD WOOD/COMPOSITE 3/4" f 4 9/16" t4YRPIr1.IAAAP vvvvU/UvMrU01I c 5 7/8" 1 3/8" STANDARD OUTSWING THRESHOLD 5 13/16" ---------------- 5 5/8" 1/2" A r)A TWPX:Qt4nI r) 17A TROY AAI 11 1 If')AI --"" —1- 4 3/8" 1. 15/32" i M HYBRID FAT BOY MULLION COMPOSITE REVISIONS I'll DESCRIPTION 1 —1 1 APPROVED K REVISE TRIMS AND HARDWARE SCHEDULE I 11 /08/20231 R.L. 4 9/16" OUTSWING SILL ZOBL4565 4 1/2" 1 5/16" 1 1/2" OUTSWING SILL ZOB4565F 4 1/2" '64" 1 1 5/16" 1 1/2" OUTSWING SILL ZOBLH4565 PROVIA, LLC. 2150 STATE ROUTE 39 WEST SUGARCREEK, OH 44681 2 15/32" STEEL/FIBERGLASS OUTSWING GLAZED SINGLE DOOR W/TRANSOM NON —IMPACT COMPONENTS DRAWN: DWG NO. REV J.L. -L 08-0; - SCALE NTS DATE 06/19/13 1 SHEET 14 OF 14 L. ROBERTO LOMAS P.E. 20 7th Ave, 1AIDIALANTIC, FL 32903 434-688-0609 rllamw@lrlcmaspe.wm SIGNED: 1112712023 Luis R. Lomas P.E. FL No.: 62514