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Home My WebLink About23-6666oriff.111 1 N43F M, 05 26 21 0080 00500 0210 Name: ERNEST & DAISY SANDERS F-IMATMOMMOSTORMIMM 5335 Eighth Street Zelphyli FL 33542 FRAK--0066- "6- 62-3-1 Phone: (813) 780-0020 Issue Date: 07/25/2023 Building Valuation: $3,980,00 Electrical Valuation: $0.00 Mechanical Valuation: $0.00 Plumbing Valuation: $0.00 Total Valuation: $3,980.00 Total Fees: $59.90 Amount Paid: $59.90 Date Paid: 7/25/2023 12:33:18PM # w1wallm gy 35933 Saddle Palm Way Contractor: LOWES HOME CENTERS INC A J CONTRACTOR SIGNATURE PE IT OFFICE[) PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED Ir.-$P-E-C-Tj CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department MONICA WATSON Date Received 7/24/2023 Phone Contact for Permitting ( 813 ) 269 9965 ttt t s J[ a Owner's Name DAISY SANDERS Owner Phone Number 352-238-3268 Owner's Address 35933 SADDLE PALM WAY Owner Phone Number Fee Simple Titleholder Name I e s� Owner Phone Number Fee Simple Titleholder Address �I JOB ADDRESS 35933 SADDLE PALM WAY LOT # SUBDIVISION SILVERADO RANCH PARCEL ID# 05-26-21-0080-00500-0210 1 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT SIGN DEMOLISH'' ' e INSTALL 8 REPAIR PROPOSED USE F_X_] SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK 0 FRAME STEEL a DESCRIPTION OF WORK REPLACE (1) DOUBLE DOOR UNIT (SIZE/SIZE) FL20867.3 BUILDING SIZE I Sol FOOTAGE = HEIGHT '�L t X X I IE . k 'u`t'"JE € x1E V X I lE AL £ 1E 'C X' VIE X ii ae x� t€ € wl clx'_ L VA'IL'X�i ,'ILIXIIX.,E'IE"'5llxlx-1:l c[: lt'v,AL 7x"t'kiE�k..3C 'L..+ '.�"x..4 =BUILDING $ 3980.00 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE PROGRESS ENERGY W.R.E.C. PLUMBING 1$� =MECHANICAL VALUATION OF MECHANICAL INSTALLATION GAS 0 ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY LOWES HOME CENTERS / PETER ANTHONY CAFARO III SIGNATURE REGISTERED Y / N FEE CURREN Y / N Address PO BOX 781993 ORLANDO, FL 32878 License # CGC1508417 ELECTRICIAN COMPANY SIGNATURE REGISTERED Y / N FEE CURREN Y / N Address I License # PLUMBER T COMPANY SIGNATURE REGISTERED Y / N FEE CURREN Y / N Address License # MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN I Y I N Address License # OTHER COMPANY SIGNATURE REGISTERED Y / N FEE CURREN Y / N Address 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 w/ 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 wl 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. (A/C 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 if 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 permibissuance 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'SIOW NER'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 W" 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 authodzed 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. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT OWNER OR AGENT Subscribed and sworn to (or affirmed) before me Who is/are personally known to me or has/have produced as identification. v_ Notary Public f V W' Commission No. Commission Name of Notary typed, printed or stamped Name of NO identification. Public ron Name &�e d Ze : STOPF NO, STREET s O DRFSS 83,4 7921 GALL BOULEVARD i f v .:,TATE r_Er3NYRHILLS FL, GI2ICA f_�.-rinrrr E a11VL IaI'ry,izzo@Iovves,carn StR :33541-4319 L O E -S, CONTRACTOR LICENSE N i.OWE'S REPRESENTATIVE LICENSE t C CC,132sa 24, CGC15:?83d,'7, n/a C CG C:1 z316s ? STREET ADF)PESS 35933 Saddle Palm Way CITY STATE f!P 2ephyrYl(ELs Florida 33541 1 E I, I-I'HC71,4 , :352238u268 CMAIL esanders7033 naircom CREDITIDEBIT CHECK LCC CARD GIPT CAR0 This is only a quote for the rnerchandise and services printed below, This becomes an agreement upon payment and issuance of a Lowe`s receipt, upon pay -vent, the entire agreement, including the specifically completed pages of this documem, the Terms and Conditions included With this document and any ocher addenda and attachments hereto, shall be referred to herein as this "Contract." PLEASE READ THIS ENTIRE DOCUMENT, INCLUDING THE "NOTICES," "TERMS AND CONDITIONS," AND "ADDENDUM" CONTAINED WITHIN THIS CONTRACT ON THE FOLLOWING PAGES BEFORE SIGNING. I\ .r i. AfION SIE2F `A RE 6,S CITY STATF. ZIp 35933 Saddle Palm Way Zephyrhiils Florida 33541 MERCHANDISE AND INSTALLATION SUMMARY: (LE. ITEM NUMBERS, COLORS, DIMENSIONS, CONSIDERATIONS): Included Product Lewes will install a Feather River fiberglass French door, Door will be full -cite clear glass with blinds between the glass, printed white. Lewes vvill pull permit. Military discount included. Work is to commence upon reasonable availability of Contractor and/or any special order or customer made Good(s) which is anticipated to be 07/23/23 . Estimated completion date is 08123123 CONTRACT TOTAL $3,93:30.00 Payment (100%) $3,98000 Store 1854 LOWS_ S OF ZEPHYRHILLS_ FL - Contract - 1040327 - Page 2 of 27 12/29/2020 FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory IMEMEMMUMM, Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Florida Building Code Online FL20867-R2 Affirmation 2020 Approved Trinity Glass International 33615 1st Way S Federal Way, WA 98003 (253) 875-7300 andrewn*trinityglass,com Andrew Na andrewn@trinityglass.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer li Evaluation Report - Hardcopy Received Hermes F. Norero, P.E. PE-73778 12/31/2020 Locke Bowden R.E. � : Validation Checklist - Hardcopy Received FL20867 R2 COI CDljtiidy SS 2016-08-26.= sAmnslad Y= AAMA 1304 2002 ASTM E283 2004 ASTM E330 2002 ASTM E331 2000 TAS 201 1994 TAS 202 1994 TAS 203 1994 https://www.floridabuilding.orglprlpr�_app_dtl.aspx?param--wGEVXQwtDqtbxPqODTrllo2bX5w2Z5tfELGm5GBuYCv7pFk2vB46%2fTO7LA%3d%3d 1/2 Florida Building Code Online zaffirm that there are nochanges lnthe new Florida Building Code which affect my product(s) and my pmduct(s)are in compliance with the new Florida Building Code. Documentation from approved Evaluation q,Validation Entity ' Yes [.Nn N/A Product Approval Method Method 1 Option D Date Submitted 10/21/2020 Date Validated 10/21/2020 ----~ --- Date Pending raCApproval Date Approved 10/27y2020 FL # Model, Number or Name Description 20867.1 a. Fiberglass Door 6-8 Glazed "Impact" Fiberglass Door - Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL20867 IT FL-20867.1 _2Djk&3-ZC Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero FL P.E. #73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports other: see installation Instructions, FL-20867.1, and P& Evaluation Report, PER4418, for design pressures, sizes, Created by Independent Third Party: Yes I configurations, installation requirements, and limits of use. 120867.2 b. Fiberglass Door 6-8 Opaque "Impact" Fiberglass Door - Outswing Limits of Use Installation Instructions Approved for use In HVHZ. Yes EL2QB67 R2 II FL-20867.2 Approved for use outside HVHZ: Yes Verified By: Hermes F Norero FL P.E. #73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports E�Ouation 'RepertT--PER_441j_" r design pressures, sizes, Created by Independent Third Party: Yes raxo ,Z'Onfigu ns, installation reqv4-�gments, and limits of use. 20867 3 6-8 Glazed "Non -Impact" Fiberglass Door - Inswing/Outswing Limi of Use Installation Instructions Im act Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Evaluation Rep ER4420, for design pressures, sizes, Created by Independent Third Party: Yes configurations, installation requirements, and limits of use. o m INSTALLATION 1. ONE {1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 3. INSTALL tNDIV0UAL;NSTALLAT$ON ANCHORS WITHIN A TOLERANCE OF ;LI12 INCH (LE.. WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 114 INCH. SHIM WHERE SPACE OF 1116 INCH OR GREATER OCCURS. SHIKS) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 5. THROUGH FRAME! FOR INSTALLATION INTO 2X WOOD FRAMING USE MINIMUM 910 WOOD SCREWS OF SUFMIENT LENGTH TO ACHIEVE I 1/2'WNIMUM EMBEDMENT INTO WOOD SUBSTRATE. MINIMUM EDGE DISTANCE OF 314' SHALL BE MAINTAINED. (j. THROUGH FRAME: FOR INSTALLATION INTO CONCRETEMASONRY, USE 114* OW TAPCONS OR 114* ELCO ULTRACONS OR 3116' ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE I 1f4- MINIMUM EMBEDMENT INTO CONCRZTEAAASONRY. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 8. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE Of: CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK DO NOT INSTALL 94STALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK, 10. 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 BY THE ANCHOR MMUFACTURER, 11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0-55. S. CONCRETE - MINIMUM 30M PSI COMPRESSIVE STRENGTH C. HOULOWIGROUT FILLED CMU - STRENGTH CONFORMANCE TO ASTM C90. MIN- Fm # 20M PSI. DigiW1,1 aV—d by Hennes F. Nw , P.E. R— I — ppm" this dow—u Date: 20 1& 10, 18 09,21:11 -04W liq 11111,1111111iiiii �111 MD GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FOO), INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWtNG: TAS 202-94 ASTM E283-04 • ASTM E330-02 ASTM E331 -(30 AAMA 1304-02 2- ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE)MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT Or RECORD FOR THE PROJECT OF INSTALLATION. ZL IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4- THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REWREMENTS DETAILED HEREIN, AOCENSE0 ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVKZ AREAS. 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT. 6. FRAME & MULLION MATERIAL: PVC OR WOOD 7. CLADDING MATERIAL: FOERGLASS TABLE OF CONTENTS SHEET# DESCRIPTION 1 General notes 2 Typical elevations, design pressures 3 Typical elevations, design pressures 4 Typical elevations, design pressures 5 Typical elevations, design pressures 6 Door panel construction details 7 Door panel construction details 8 Door panel construction details 9 Sidelite panel construction details 10 Sidefite panel construction details 11 Sidelite panel construction details 12 Horizontal cross sections 13 Horizontal cross sections 14 Horizontal cross sections 15 Vertical cross sections 16 Vertical cross sections 17 Vertical & Horizontal cross sections 18 Horizontal cross sections 19 Buck & Frame anchoring 20 Buck anchori2q 21 Frame anchoring 22 Frame anchoring 23 Frame anchoring 24 Frame anchoring 25 Buck anchoring 26 Frame anchoring 27 Buck anchoring 28 Frame ar1phpring 29 Components 30 Comobnents 31 Components 32 Bill of materials TRINITY C INTERNAT{ 6 55 INTERNATIONAL 33 SST WAY 5 FEOFR AY, WA 98M cry Mx TtS$X 4P5.7%q O Z5 Z psi k H, Z 54 ILI n AO Z dj Co UJ CZ -1f-rfTT LC too) 1st % LZE or 3 , " Z 0 Dw6#: FL-20867.3 SHEET: 1 OF 3 2 74.00* MAX, O.A. FRAME WIDTH 105.00'MAX. OA FRAME WIDTH 15.50' FRAME WIDTH 74.00" FRAME WIDTH MAX. F= DIM N DESIGN PRESSURE (PSO: PVC ASTRAGALL 74.00- X 81.63' TRLV�kTy GLASS IN TEA NATION AI ciAss 3NTERNATIpWi 3U5ZTWAYS FeDavL WAY. WA 9OW3 A (2"37 73w :Z z 0 10 X" w .0 lZ o Lu w Z IL If, -J M z ot Q 0 �c Z) z ca fs In Lu ,Ix n I a 1.56- 1,22" 0 0 LVL STILE EXTERIOR FIBERGLASS SKIN-11 — E C10 @--\ m =an= 7: FOAM CORE INTERIOR LVL PVC STILE CAP LVL STILE 35,75" HORIZONTAL CROSS SEC77ON PANEL WIDTH — 21.0* D.L.O. .50' GLASS BYTE — HOT & FOAM MELT SEALANT 1'OA. THK GLASS 118"TEMPERED GLASS AIR SPACE #8 X 1-118' SELF SEE DETAIL 1 THREADING SCREW GLAZING DETAIL 4.1 ' (�D LIPUTE FRAME 2.38-o 1 H �2 7 4" 5,66* 16.75' 5-5()' 3.3- 8.7" 91 GLAZED DOOR LITEJ FIBERGLASS SKIN: 0.079'THICK MIN. DETAIL I FOAM CORE: POLYURETHANE LVL LOCK BLOCK E 1/8'TEMPERED GLASS ALUMINUM/BUTYL OR STAINLESS STEEL SPACER SYSTEM TOP RAIL PVC —V 6LAS VM—no . Saes WWAY S FCDEk WAY. — 10003 Pro{2")87'}7xo rt Z mZ 0-, < 0 a. - S, z cn a < z �z 0 0 Iwo Mil L-J6 BOTTOM RAIL T— PVC � LIPLIT�EFRA EVI , ASA' LOCKSET HARDWARE MANUFACTURER MODEL KW KSET LOCK & DEADBOLT COMBO SIGNATURE SERIES 991 LOCK & DEADBOLT COMBO KWIKSET SIGNATURE SERIES 980 LOCK: F-SERIES SCHLAGE DEADBOLT: B60 SERIES M x z Dwr, #; FL-20867.3 allmomb I.W 1.22' 1-- 158 LVL STILE EXTERIOR FOAM CORE INTERIOR LVL LOCK BLOCK PVC STILE CAP LVL STILE J 35.75' HORIZONTAL CROSS SECTION �'ANEL WIDTH c'lLE CAP FOAM CORE - FIBERGLASS SKIN SS BYTE 1.72" 1.57" TOP RAIL PVC HOT & T FOAM 1"O.A. THK GLASS MELT SX,�,� 1/8'TEMPERED GLASS 7 AIR SPACE 112- fi INTERIOR 1/8" TEMPERED GLASS EXTERIOR 7 ALUMINUM/BUTYL OR STAINLESS STEEL #8 X 1-1/8* SELF SPACER SYSTEM SEE DETAIL I THREADING SCREW GLAZING DETAIL Gi 4.14' FLUSHGLAZED FRAME 124' DETAIL § 2,38- -T LVL LOCK BLOCK 1.70" -T .6" 1�2 6.2. 7 qi GLAZED DOOR FLUSHGLAZED FIBERGLASS SKIN: 0.079'THICK MIN. FOAM CORE: POLYURETHANE 16.75' 5-50' DETAIL 1 FLUSHGLAZED FRAME 1.35" A7 ABS or PC/ASA LOCKSET HARDWARE MANUFACTURER MODEL KWKSET LOCK & DEADSOLT COMBO SIGNATURE SERIES 991 LOCK & DEADBOLT COMBO WK K SEr SIGNATURE SERIES 980 LOCK; F-SERIES SCHcACE I DEADBOLT: B60 SERIES goM GLAS �l N T EA NYAT I ON A TR246iA 1TFRUK �M.TWAY i:DEAA4 WAY, WA Lu a z z z o 0 0 0 Ir z c - 9- Z to z & uj Now Oz 0 llf FFF .11 FO-RA CORE =]IIIIIIIIIIII[N E30TTOM RAIL PVC VERTICAL CROSS SECTION um liz T, DW& 4-- FL-20867.3 IMMIAMI&M 1.56- 1.22" .10" 31' LVL STILE EXTERIOR FIBERGLASS SKIN �— 1-58- ---d VC STILE CAP 1.25" J— FOAM CORE LVL LU�;K t3L(Y.;K — PVC STILE CAP LVL STILE FIBERGLASS SKI 35.75" HORIZONTAL CROSS SECTION PANEL WIDTH 232"D.L.O.— HOT & FOAM �--.50' GLASS BYTE &2" MELT SEALANT 5" l'O.A. THK GLASS . 1/8"TEMPERED GLASS 1 ,72' 1 AIR SPACE 1 1/8"TEMPERED GLASS \ X-1 AL ALUMINUMtBUTYL OR STAINLESS STEEL #8 x 1-1/8, SELF SPACER SYSTEM r THREADING SCREW SEE DETAIL I 1.50, Gl � �GLAZING DETAIL, 414' MAHOGANY FRAME 2,38"— 2.5r2" LVL LOCK BLOCK MAHOGANYFRAME ABS or PC/ASA 16.75- 5.50 2) 8 GLAZED DOOR MAHOGANY FIBERGLASS SKIN: 0.079" THICK MIN. DETAIL 1 FOAM CORE: POLYURETHANE LOCKHARDWARE MANUFACTURER MODEL KWKSET LOCK & DEA0BOLT COMBO SIGNATURE SERIES 991 LOCK & DEADBOLT COMBO KWIKSET SIGNATURE SERIES 980 LOCK: F-SERIES SCHLAGE DEAD80i T, 1360 SERIES EXTf � 1.56, � r2-\ VERTICAL CROSS SEC77ON 1.72' 1.57' TOP RAIL PVC Effulffl*11.1 V) z 0 z Lu FOAM CORE ra.T. BOTTOM RAIL F7 ,,,; PVC > z 65 V� A3 Z 01 'o 1�n ommomA LVL STILE FOAM CORE 13.88' MAX. I — PANEL WIDTH EXTERI y" INTERK HORIZONTAL CROSS SECTION 6.92'MAX D.L.O. .50'GLASS BYTE T* KTHOT 1, FOAM MELT SEALANT—� QU 1.72" 0 C.9 _j w z Q. Oi r. co 1-+-+- 6.00" 2 9 SIDELITE PANEL @�Ll �N��RAM FIBERGLASS SKIN: 0.079"THICK MIN. FOAM CORE: POLYURETHANE #8 X 1-1/8"SELF-' THREADING SCREW GLAZING DETAIL LIPLITE FRAME LIPLITE FRAUE ABS or PCIASA "O.A. THK GLASS -I/8"TEMPERED GLASS -AIR SPACE 1/8' TEMPERED GLASS ALUMINUM/BUTYL OR STAINLESS STEEL SPACER SYSTEM i �INV'E4�RI-'NA _T'_l0LNA"L 1.7T -�jljj�, 1.57" LVL TOP RAIL 330 LT WAY FEDEQ�WAVWA 98Di3 Z68 FIBERGLASS SKIN of to 4b Z 0 -2 a FOAM CORE Oz =u uj z �nz Z Oz 0 uj INTERIOR NTERIOR O z > LUcu ty 0 u 1-25 LVL BOTTOM RAIL VERTICAL CROSS SECTIONz bwr, #; FL-20867.3 SHEET; 9 OF32 0 LVL STILE FOAM CORE 1188"MAX. PANEL WIDTH 0) FIBERGLASS SKIN Gt LVL STILE EXTERIOR INTERIOR /11 HORIZONTAL CROSS SECTION 7.00' MAX D.L.O. 9.40' 8.71' 8.41' SIDELITE PANEL —FLUSHGLAZED FRAME FIBERGLASS SKIN: 0.079* THICK MIN. FOAM CORE: POLYURETHANE HOT& FOAM — MELT SEALANT 1.56' 1.72' T 115" 1 ,78" FIBERGLASS SKIN---, .50" GLASS BYTE —l'O.A. THK GLASS 1/8'TEMPERED GLASS AIR SPACE #8 X 1-1 /8'SELF THREADING SCREW Gi GLAZING DETAIL FLUSHGLAZED AME -1/8"TEMPERED GLASS ALUMINUM/BUTYL OR STAINLESS STEEL SPACER SYSTEM 1.24" 1.70" 1. a_fFLUSH GLAZED FRAME ASS or P� GLAZED FIRAI ABS or PCIA8A, 1.72' 1 .57" FOAM CORE Gt INTERIOR EXTERIOR 1.25' LVL BOTTOM RAIL VERTICAL CROSS SECTION TRINITY GLASS INTERNATIONAL 3}q515T — I rx (253) 875-TM z a vim wz z a c ,5w2 lu z �c 2 Z.( Z z a 0 '< lo u, u \z: z of Qn z 2,_ k z DWC, FL-20867.3 100• Cv J LVL STILE FIBERGLASS SKIN LVL STILE INTERIOR HORIZONTAL CROSS SECTION 8.00'MAX. D.L.O. I � SIDEUTE PANEL W-M-AHOGANY FRAME - FIBERGLASS SKIN: 0.079"THICK MIN. FOAM CORE: POLYURETHANE 1.;T 1.72- 78' 7.5(r GLASS BYTE 1"O.A. THK GLASS 1/8" TEMPERED GLASS AIR SPACE —118'TEMPERED GLASS UMINUtVBUTYL ' STAINLESS STEEL. #8 X 1-1 /8' SELF —_ ZTIACER SYSTEM THREADING SCREW ( GLAZING DETAIL �) MAHOGANYFRAME l.w --T 2.52" Y gAHOGA"FRAME - ABS PC BS or CIASA TRINITY GLASS I TEH T�OA 1 1,72" 1.57" xurmru u4rEn 3WAY, ,—LVL TOP RAIL FEDEP-AXL5 WAY, WA 98= 1.25" FIBERGLASS SKIN Z68 z a rim Z aZ 0 Z� LU 0 a -c FOAM CORE 0 c la mu LU cz G INTERIOR EXTERIOR z >cL 11) Lij v) ty uj - 0 LL: LVL BOTTOM RAIL VERTICAL CROSS SECTION :w717 Z bwG FL-20867.3 SHEE-P. 11 OF 32 4-11A' RAIN INTERIOR I lamm 4a _) HORIZONTAL CROSS SECTION -tV SHOWN W/ 2X WOOD BUCK Outswing shown - Inswing also approved flu 1-1/4'MIN EMB. (TYP) INTERIOR (SEE NOTE 1)— EXTERIOR HORIZONTAL CROSS SECTION SHOWN W1 2X WOOD BUCK Outswing shown - Inswing also approved 1-1/4"MIN i-- I EMB. CrYP) Maim INTERIOR N 'A K (SEE NOTE 1) 0 E 6 EXTERIOR EXTERIOR A HORIZONTAL CROSS SEC77ON HORIZONTAL CROSS SECTION qV SHOWN W/ IX WOOD BUCK '4P SHOWN W/ 1XWO0DElUCK Outswing shown - Inswing also approved Outswing shown - Inswing also approved NOTE: 1. SIDELITE SCREWS LOCATED 6"FROM EACH END OF SIDE JAMB AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. TRINITY GLASS iNTERNATIONAL rattan ct w TWEE TTO-L 3365 WAYS FEVEa —,—ga= SM7300 1b C)z z z 0 l- z 0 0 uj 14 40 -E 36 0 CO Z '? z 1� Lu 'K - - z z 5 "1 cz 2 z z 0 > LL) y 2 u- m is —j—L 6m Dwr, #: FL-20867.3 -SHEET: 12 OF 32 (SEE n HORIZONTAL CROSS SECTION Outswing shown - Inswing also approved (SEE Ni (SEE NOTE 1) EXTERIOR '"'W' EXTERIOR r2 -� HORIZONTAL CROSS SECTION 11� Outswing shown - Inswing also .sr rov&g INTPRIC)R ME EXTERIOR tA I t:KIUK HORIZONTAL CROSS SEC77ON HORIZONTAL CROSS SECTION O Outswing Shown - Inswing also approved utswing shown - Inswing also approved NOTE: 1. SIDELITE SCREWS LOCATED 6' FROM EACH END OF MULLION AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. �RINI'11�11 �LS� FEDFR.LL WAY, WA 99W3 Z6- 0 z 0 uj % tj m z 0- av � co -c = uj -c z cf F2z w O 13 V: 3: Q Z X 01,3 '1 , ;6 DWG #c FL-20867.3 (SEE n fKl'r=Dln0 HORIZONTAL CROSS SECTION Outswing shown - Inswing also approved EXTERIOR HORIZONTAL CROSS SECTION Outswing shown - Inswing also approved HORIZONTAL CROSS SECTION Outswing shown - Inswing also approved NOTE: ll. SIDELiTE SCREWS LOCATED 6' FROM EACH END OF MULLION AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS, "�T go ]I N T �EA NYA T 1 '0 N 'A 33W 1ST WAY S 'EDEkAL WAY, WA 90003 C'M) M-73oo Z 0 > z z rE 1) .501" 0 c 0 inH W 'u z az uj ix MOMT cl u- 3� D z d- mm -z OW45 #: FL-20867.3 -- VERTICAL CROSS SECTION SHOWN W/ 2X WOOD SUCK Outswing shown - Inswing also approved INTERIOR 1-1/4 Ema (TYP.) VERTICAL CROSS SECTION OUTSWING SILL AIN- YP') INTERIOR VERTICAL CROSS SECTION SHOWN W/ 1 X WOOD BUCK Outswing shown - Inswing also approved INSWING SILL . 0. TRINITY GLASS —EP--O.Al Tk3NM36L-$Dnt9]JA IN, VM %� WAY S yp�) FMEk. WAY, WA 99= (Z53) M.7= z a '0 vim UJ QX Y to ul > to n�Q q, 0 z w 'c z m co F ct >. DW&A' FL-20867. -5 OF 3 2 VERTICAL CROSS SECTION SHOWN W/ 1X WOOD BUCK Outswing shown - Inswing also approved EXTERIOR INTERIOR Emagam TRINITY GLAS! K IN T F AIN �$T W., yp�) FEDERAL W Y, WA 9OW3 A z Z C Z S2 (SEE NOTE 1) tt+W c> to2 2 Ow a 1 2 3 w > z -1 0 �c kD uj EXTERIOR L LL x .0, 4 (SEE NOTE 1) Ix INTERIOR AM VERTICAL CROSS SECTION SHOWN W/ IX WOOD BUCK Outswing shown - Inswing also approved V) z C) " EXTERIOR tf) C) INTERIOR r- Arm" (SEE NOTE 1) 4 11 EMB (TYP.) MIN. EMB (rYP.) VERTICAL CROSS SECTION T4 l VERTICAL CROSS SECTION OUTSWING SILL INSWING SILL NOTE: 1. SIDELITE SCREWS THRU HEADER AND SILL LOCATED AT CENTER OF EACH SIDELITE TOP AND BOTTOM RAILS. In 0i z OW6 FL-20867.3 0 5HCE-T.- 16 OF 32 1-1/4"MIN EMB (-TYP) SHEET ROCK FURRING- � HORIZONTAL CROSS SECTION Direct to masonry (5-114" min jamb) Outswing shown - Inswing also approved 1* MIN EDGE DISTANCE z zt 172 Ul INTERIOR (SEE NOTE 1)— INTERIOR 1-1/4"MIN EMB (TYP) SHEET ROCK FURRING I a) HORIZONTAL CROSS SECTION 17 Direct to masonry (5-114'min jamb) Outswing shown - Inswing also approved 0. I'MIN EDGE K DISTANCE SHEET ROCK g M 12 W FURRING P J5 \ -, @ \! --A (SEE NOTE 2) EXTERIOR INTERIOR EXTERIOR INTERIOR r3--, VERTICAL CROSS SECTION VER77CAL CROSS SECTION \1V Direct to'masonry (5-1/4'min jamb) UZ Direct to masom" (5-1/4'minjamb) y Outswing shown - Inswing also approved Outswing shown -Inswing also approved NOTE: Yv 1. SIDELITE SCREWS LOCATED 6'FROM EACH END OF JAMB AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. 2, SIDELITE SCREWS THRU HEADER AND SILL LOCATED AT CENTER OF EACH SIDELITE TOP AND BOTTOM RAILS. go TRINITY TTqk"T SME. UT1ON.L T.DCTV q t DIIEAlATllXJkL 330 MT —y 5 MR& WO. WA 9600 z ca Lu ii<'F X, ZZ .60 03 0) �: W, *I Z'< o. ,:E .0 La Z F, Lu �2 0 ai3,< 3: L,J CL 4(�R T- z :3 o Z 3� z 0 0 um low& E INTERIO EXTERIOR 1-1/4"MIN EMB (TYP) SHEET ROCK FURRING Direct to masonry (5-1/4" min jamb) Outswing shown - Inswing also approved INTERIOR r EXTERIOR HORIZONTAL CROSS SECTION SHOWN W/ 2X WOOD BUCK Outswing shown - Inswing also approved 1-1/4"MIN EMB. (TYP) INTERIOR aTxaM=> . . . . . . . . . . . EXTERIOR 7 8 A HORIZONTAL CROSS SEC77ON SHOWN W1 I X WOOD BUCK Outswing shown - Inswing also approved � RMT G'Sl , N IE R u A -O N At It , 3 z Z68 2 Nei' a 31C Z ef to hl 0 n uj P!Z a DWG# C3 1X/2X BL M1 R BUCKANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations noted as "MAX ON CENTER* and at the Comers must be adjusted to maintain min. edge distance to mortar joints. Additional concrete anchor's may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. 2. Concrete anchor table: ANCHOR ANCHOR MIN. MIN, CLEARANCE IN MCLEARANCE TO PE TY I SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR ITW ButLDEX TAPCONG 1/4. 1-1W 2- 4- ELCO N ULTRACO 1/4" 1-1/4" 1. 4' iTW BUILDEX TAPCON9 3/16" 1-1/4" 3' 1-112" WOOD SCREW INSTALLATION NOTES: 1, Maintain a min. 5/8' edge distance, & V o.c. spacing of wood screws to prevent splitting of wood. TRINITY GLASS fNTEPNATJONAL TRINITY6tA5SWcRMA4TL.L 33 5L TW-S FtbekALWAY, WA9BQJ3 PK-(1153)S'P51nW Q Z Z69 Z 0 7 Z Z < qq Uwe to a —0 z 0z Iwo .11 U z 1GE 1 I SEE HINGE DETAIL 2 .4 7. 6* (TYP.) 3'— A 2X BUCK 1X BUCK —IDIRECTTO MASONRY I X12X BUCK TYP. HEAD ASTRAGAL SHOWN WMAX &JAMBS FOR REF ONLY O.cj-ryp.) DOORFRAME r — MASONRY OPENING BF B TYP SILL HINGE JAMB FRAME ANCHORING Masonry construction CONCRETE ANCHOR NOTES: 1. Concrete anchor locations noted as "MAX ON CENTER" and at the comers must be adjusted to maintain min. edge distance to mortarjoints. Additional concrete anchors may be required to ensure the *MAX ON CENTER' dimensions are not exceeded. ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN CLEARANCE TO TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR ITW BUILDFX TApCoNo 1/4" 1-114' 2- 4- ELCO 1/4" 1-114" 1. 4- -ULTRACON ' 'S "' 1 3116- 11-1/4' 1-1/2' No 3. WOOD SCREW INSTALLATION NOTES: 1. Maintain a min. 5/8' edge distance, & 1' o.c. spacing of wood screws I to prevent splitting of wood. VtEWA-A- Astragal Strike @ Head STRIKE DETAIL 1 4 F 6 G 2XBUCK SSW N IX BUCK -T P DIRECT TO MASONRY E i TRINITY GLAS IN I E RNATION A Tppy'tY6LA5 TNTERNprf L 3165 IST WAY 5 PEDEINL wA'. wA 9 s i2 za D 0 w z 4. UJ U111 ZZ o z Co CL F WWI 6 G 2XBUCK N 1X BUCK P DIRECTTO MASONRY E HINGE DETAIL 2 93 tAa Al z U Z an X LL V1tW'Er-B E�WG Astragal Strike @ Sill FL-20867.3 SHEET:26 OF 32 3.98 1.98 0 0 0 0 0 er 'o qOINGE MATERIAL: STEEL 4.56" C14 T- io OUTSWING SILL ALUMINUM WITH PVC SUBSTRATE 5.63" ci ALUMINUM WITH PVC SUBSTRATE eel-, —r-- 4.56 ------ --T 0 SIDE & HEAD JAMBS -�2'L'Lz '3" Z" 4 r MATERIAL: M CV SIDE 4 HEAD (5- 14Or larger) AD JAMBS MATERIAL WOOD 4.56 --------- -z 2-44 SIDE & HEAD JAMBS —��IIII II -I,-- 11=1/ MATERIAL: PVC 525in - SIDE & HEAD JAMBS �� (5-1/4* or larger) MATERIAL: PVC ............ SIDE & HEAD JAMBS MATERIAL: PVC OUTSWING SIDELITE SPACER "MATERIAL: PVC 2.23" -T 0UTSW7NG SIDELITE SPACER MATERIAL: PVC lir m C56" 1.22" 2.44'-1 0 0 0 4 -SILL KEY DETAIL � OPTIONAL go-'N'T �f N T ��'A Ek NYA T 0 N 'A TRIMdY GLASS EWER A 3M5 l T WAY 5 FEDERAL WAY, WA 98 PK (M) 875."00 u Lc 4'k in Pik T co to z cc z FL-20867.3 SHEET' 290F32 0 0 LO 0 0 0 2.W - MULLION BASE KIT 15 MATERIAL: PCIASA 4.56" (1-4 STANDARD MULLION MATERIAL: WOOD 4.W I ri STANDARD MULLION 16 MATERIAL: PVC FAT MULLION MATERIAL. PVC im RHWS(4NEAR SIDE} '#Bxl 1/4" PRH WS (4 FAR SIDE) 18 TWO-PIECE 'FAT MULLION SECTIONA-A MATERIAL: -PVC IRM177Y GLASS I N I E R N-A 71-0 --71 TRIISTY "85 FEDERAL WAY, WA 4&ri3 lb Lu z VD T 0 IL ga Z cc 0 F�z :3 co Z z z V) FL-20867.3 SHEET: 30OF32 19.63- TRINITY GLASS LATCH (BLIND HOLE) iN TERN &TIO N At SCREW LOCATIONS (TYP.) DEAD BOLT(THRU HOLE) 5,50" 33.13' SLIDE BOLT ROD STEEL 3US MT WAY 5 2.75' 2.50' 13 r.75" 75" L3 1.63' 2.50' Ar 10.75'— 10.50, 18,75" 1850"— TOP BOLT RETAINER — 26,75" 26.50' 0 CL X, 9-3/4'ALUMINUM 0 0 0 0 Z 0 BOLT RETAINER > u, SLIDE BOLT ROD ALUMINUM ASTRAGAL 1.75' ALUMINUM ASTRAGAL VIEW A -A Aluminum Astragal Assembly io 7.84" b) FLUSHBOLT BAR Diecast Zinc CCq q C- tw CLI 0 FLUSHBOLT F- DiecastZinc > 3.38" ap 1.44- VIEW B-B PVC Astragal Assembly V8 Aluminum Astragal by Endura Products 2 0 DEADBOLT (THRU HOLE) LATCH (THRU HOLE) LL2j - Jul PVC AST RAGAL 6'8 PVC Astragal by Trinity V SHEET' 3 1 OF 3 2