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C it y of Zephyrhill s 'g� "'n z','s 5335 Eighth Street ggg 'a 18 'g Zephyrhills, FL 33542 BAR-005236-2022 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 11/17/2022 k=1 NLTR-17]�A OFFLA31 I=tmm il""I' 112"1"1""', I111"1\11 0 4H awl, 10 —11". &T 12 26 210100 00000 0290 5114 Summer Hill Drive "IN Ilk E-1 Name: HUNTER PATRICIA K REVOC TRU,' Permit Type: Add/Alter (Residential) Contractor: NEWSOUTH WINDOW & HUNTER PATRICIA K TRUSTEE Class of Work: Add/Alter Residential SOLUTIONS LLC, Address: 2319 E De; Webb Blvd Building Valuation: $26,400.00 SUN CITY CENTER, FL 33573-6951 Electrical Valuation: $1.00 Phone: (813) 344-7177 Mechanical Valuation: $1.00 Plumbing Valuation: $1,00 Total Valuation: $26,403.00 Total Fees: $172.00 Amount Paid: $172.00 Date Paid: 11 /17/2022 10:18:45AM F04 =040 FA & ME �Ijj M reja WS90190M 'AZZ1711 Iloilo V707nmW70f - j , 17"73w"77 I I f. "1057 accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. 7 OFFICE CONTRACTOR SIGNATURE PE 1"PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION irili'&;l 10 RU 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Q Building Department Date Received Phone Contact for Permitting HUNTER PATRICIA K:RE:VOC TRW, (813)344-7177 Owner's Name HUNTER PATRICIA K REVOC TRUST Owner Phone Number Owner's Address 2" E DEL WEBB BLVD Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 5114 SUMMER HILL DRIVE, ZEPHYRHILLS, FL 33542 LOT # SUBDIVISION SUMMER HILL SUBDIVISION PARCEL (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT SIGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK E:] FRAME STEEL — DESCRIPTION OF WORK REMOVE AND REPLACE SAME SIZE 7 WINDOWS AND 1 SLIDING GLASS DOOR ALL IMPCT BUILDING SIZE SO FOOTAGE = HEIGHT =BUILDING 0_ VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL AMP SERVICE PROGRESS ENERGY W.R.E.C, =PLUMBING =MECHANICAL VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER GLENROY BENTLE COMPANY NEWSOUTH WINDOW SOLUTION GL Y SIGNATURE REGISTERED L_Y_L N _J FEE CURREN [_11 N_J 1C 9 0 P ILVD T_ FdGC1527820 k10741 CROSSROARDS COMMERCE Bi TAMPA License # Address ELECTRICIAN COMPANY SIGNATURE REGISTEREDFEE CUR�RENY / N Address License # PLUMBER COMPANY E SIGNATURE REGISTERED FEE CUR�IIENY / N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED ;EECURREN Address License # OTHER COMPANY SIGNATURE REGISTERED FEE CURREN L_y E _LN Address License # Is #1418 its 1114114#1111aws 114412#W14144 I 14111tattIllitst 111411#111istis 114#911 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 & I 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 wt 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 $7600) 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 IMPACTIUTILITIES 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 $2,500.00 or more, I certify that 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law —Homeowners Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner' prior to commencement. CONTRACTOR'$/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, WaterNVastewater 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. I 9-1yJ I I Z11:0.1vigil, I 4k, I A*Q W41 garm I Juselmlig I I q111;l0t1aL&! ri,1111,g 12 1 O&S" I g 1 0 OWNER OR AGENT, CONTRACTOR Lbscribedand,& WK�,, KTinped) before me this Subscribecland swo I a re - Ito by 1A 4 11,11 by Who is/are perso� lly �known to �meor has�/haveplrnold�uced Who islare—persoally no o me or h have pro uced as identifies on. ide fication. ---\ I ry 0F tary Public Notary Public Commission No, Commission No. Name of Notary typed, printed or stamped Name of Notary typed, printed or stampea KRISTINIA DIANE NOBLES My COMMISSION # HH 034182 EXPIRES December 119,2024 i", Bonded Thus Notary Public Underwriters INSTR#2022240613OR BK10721 PG1449 Page 1 of 1 S/H 11 /09/2022 11:06 AM Rcpt: 2522399 Rec: 10.00 IDS: 0.00 IT: 0.00 Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller NOTICE OF COMMENCEMENT Permit No. Tax Folio No.12-26-21-0100-M00-0290 State of Florida, County ofPasr10 THE UNDERSIGNED hereby give notice that the improvement will be made to certain real property in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property (legal description of property and address if available :5114SUMIAER11I1,z,VRM SUMMER HILL SUBDIVISION PB 31 PGS 38-39 LOT 29 OR 8241 PG 418 OR 9587 PG 1964 2. --ription of i vements: REMOVE,AND-REPLACE.SAAE. WINDOWS.MWOR DOORS—_ , 3. Owner Information: Name and Address: HUNTER PATRICIA K TRUSTEE, 2319 E DEL WEBB BLVD, SUN CITY, CENTER, FL 335736951 b) Interest in Tironertv. OWNER all 4. Contractor Information: a) Name and Address: N—South Wind—, 10741 Crosaroads Commerce Blvd. Tampa Florida 33610 b) Phone Number:' 813-62&6000 5. Surety Information: a) Name and Address: b) Phone Number:� c) Amount of Bond: S 6. Lender Information: a) Name and Address: b) Phone Numberd Z ::E 0 .. 4 Z 7z S�Z a! M M r— > M > (n M Z C) > K X 0 In <0 0 M > C) Z -n M Z 0 C= M -< -n M f 451- 0 -n M :0.0 (n M C) o Q Z a 0 G) rn g3:4 Z _4 > M M X 7. Person within the State of Florida designated by owner upon whom notices or other documents maybe served as provided by 713,13 (1)(a) 7, Florida Statutes: a) Name and Address: % b) Phone Numbers of Designated Person: I - al 8. In addition to himself/herself, Owner designates of to copy of the Lienot'sNotice as provided in Section 713 13 (1) (b FloridaStatutes,, a}Name and Address: b) Phone Number of person or entity designated by owner: 9. Expiration date of Notice of Commencement (the expiration date may not be before the completion of constructs 1* 0 and final payment to the contractor, but will be one (1) year from the date of recording unless a different d--- specified: WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION Z13_1j FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.; Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the i best of my knowledge and belief. PgA+L-:I,�Lk krAy Name fi.. Signature of Owner or Owner's Authorized Officer/Director/Partner/NUnagcr Signatory's Printed Name & Till ffice The foregoing instrument was acknowledged before me by means of physical presence or nline notarization, da)dhis- who is personally known to (Name of Person) me or produced f e. identification, as OWNER. all/ (Type of Authority, e.g.. —.ff,.r, attorney in fact, M-) for k1111 14(4,14YI -W,a—s Exe�utcd4'i (Name of Party Instn 0� T NO LI SIGNATURE — STATE OF FLORIDA y COMAE . tre�' — in Na 'WZ iW My Name: No. GG 347717 (Affix Notary Seal Above) <) N 0 R, Revised 1/1/2020. -F f VIt tt () Im 13 WRITE FLANGE ONLY EQUAL SPLIT SASH STANDARD DESIGN PRESSURE UNIT GLASS DOUBLE 'TREN ` H 366 STANDARD LOW-E OBSCURE GLASS II CLASS CLEAR 10 224122022 12:1 :28 PM 1 of A'M HALF SCREEN FLORIDA A OP IN PORMATI NAL- +B 1.661 FLORIDA PRODUCT APPROVAL SOLAR HEAT GAIN- 0.19 ' U VALU tJ0.28 VISIBLE LIGHT=[0.43 WIC! 2, MASTER BEDROOM, starburst 3 hub soa dravvtng 3 9450 IMPACT SINGLE HUNG 1 35 314W X 61 314 F ATM WHITE FLANGE ONLY EQUAL SPLIT BABA# MAXIMUM DESIGN PRESSURE UNIT GLASS D UBLB BTRBNTI 366 STANDARD LOW-E CLEAR GLASS .090-INCH PV LOBAR HALF SCREEN FLORIDA DP INFORMATI I AL- +6 1 -61 FLORIDA. PRODUCT APPROVAL - l6851-4 SOLAR HEAT GAIT =10.211 U VALUE=10,281 VISIBLE L GHT=10 48j WIN 3, MASTER BEDROOM 1012412022 12,18;28 PM 2 of III TWOPANEL FULL BYPASS 1 96 112 W X'°79 112 H JGH FRAME INSTALLATION T GLASS ..... .,. I`_ .J V'ALUE=f 3, ilSIBLE LI MIT »[ID.41 S IB I, LIVING ROOM, TPA. RIGHT SWING RII� PART95 1 79 112 I I i ROUGH F LLATIt M A T SCREEN SERVICE SLIDER XO HIT Nt L JE FRAME STANDARD DESIGN PRESSURE .JNtT GLASS rEMPERED GLASS t/16 AN L MI w 090PVB BLEAR %EAR GLASS wLORID DP INF R 6ATION!� A 6 T - ; :LORIDA PIS T APPROVAL #=131714— 0LAR FICA CaAfMN=[0j 11,01111, BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications ` Contact Us ? BCIS Site Map Links Search 13 db r4Product Approval 'USER: Public User ErgAi ct AFproval Meru > Product or A pl:ca;ion Search > AUplication List > Application Detail FL # FL39124-R1 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer NewSouth Window Solutions Address/Phone/Email 10741 Crossroads Commerce Blvd. tampa, FL 33610 (813) 626-6000 jrosowski@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the A. Lynn Miller, P.E. Evaluation Report Florida License PE-58705 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2022 Validated By Steven M. Urich, PE .= Validation Checklist - Hardcopy Received Certificate of Independence FL39124 R1 COI Cert of Independence.= Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/iS2/A440 2008 AAMA/WDMA/CSA 101/1S2/A440 2011 AAMA/WDMA/CSA 101/1S2/A440 2017 ASTM E1886 2005 ASTM E1996 2005 ASTM E1996 2006 ASTM E1996 2009 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect fLM124_UE v A M E I �nl qu 3L—j jgj_U2L-_17_U 2L___U _2L___U _EI22k U iva y tier 20-09-09.p�ff Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/16/2021 Date Validated 12/19/2021 Date Pending FBC Approval 12/23/2021 Date Approved 02/08/2022 summary of Products .. ......... . . ........ .......... - - ---------- ......... . ....... . . .... ............. .......... ......... .... FL # Model, Number or Name Description Roller, XO & XOX, All 39124.1 Series 9000, Model 9500 Vinyl, Non impact Resistant Horizontal Frame Types Limits of Use I Installation Instructions Approved for use in HVHZ: No FLi9124 Rl 11 g9000-FPA--03_Pd_f Approved for use outside HVHZ: Yes Verified By: A. Lynn Miller, P.E. PE-58705 Impact Resistant: No Created by independent Third Party: No Design Pressure: N/A Evaluation Reports Other: Please see the enclosed documents for product FL32124 R1 8E Eng_f_v_4_1_-_[j_R25DQJ_D Of performance information, anchorage details, and anchor type, Created by Independent Third Party: No size, and spacing information. .............. ................... ............. 39124.2 Series 9000, Model 9550 Vinyl, Impact Resistant Horizontal Roller, XO & XOX, All Frame Types Limits of Use installation instructions Approved for use In HVHZ: No FL39124 R1 II HR9000-FPtS-01.12d Approved for use outside HVHZ: Yes Verified By: A. Lynn Miller, P.E. PE-58705 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure. N/A Evaluation Reports Other: Please see the enclosed documents for product EL32124_ELAEEng_Eval_ HR9.500 LM P�dlf performance information, anchorage details, and anchor type, Created by Independent Third Party: No size, and spacing information. 39124.3 Series 9000, Model 9550 Vinyl, Impact Resistant Horizontal Roller, XO & XOX, HVHZ, All Frame Types Limits of Use 4 Installation Instructions Approved for use in HVHZ.* Yes FL39124 R1 II HR9000-FP8-02.pd Approved for use outside HVHZ: Yes Verified By: A. Lynn Miller, RE. PE-58705 impact Resistant: Yes Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: Please see the enclosed documents for product FL32124 R1 AE Eng Eval - HBgSOO LM HVHZ.Ipd performance information, anchorage details, and anchor type, Created by Independent Third Party: No size, and spacing information. L�l=t US :: 2601 Blair Stone Road, _Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 _State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement 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 send 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. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do 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 if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: MIUM99M SERIES 9000, MODEL 9550 (OX/XO) & R]NewSouth SERIES 9000, MODEL 9550-3 XOX) WINDOW otwrjONS HORIZONTAL ROLLER WINDOW, LWSM IMPACT RESISTANT, FLANGE, EQUAL -LEG & FIN FRAMES 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) MASONRY ANCHORS MAY BE USED INTO WOOD. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 4) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH. 5) MAX. 114" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 6) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WIND LOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 3 3,4 BUCK HEIGHT ......... FLORIDA PRODUCT APPROVAL#39124 ._- BUCK WIDTH - 1 12" MAX. O.C. 3 4 5" MAX. 5 3 d12" MAX. O.C. P 5"MAX. R2 DETAIL TYP. ANCHOR LOCATIONS 3,4 SHEET (FLANGE FRAME SHOWN, EQUAL -LEG SIMILAR) _. 4 1 � ! a66-3/8" 67-3/4" MAX. DLO MAX. DLO 33-1/2" 33-1 /2" MAX. MAX. -- DLO DLa iw3 5 BUCK HEIGHT .................... 1 MAX. ....4. DP RATING I LARGE & SMALL SEE TABLES 1 & 2 MISSILE IMPACT RESISTANT ® -- BUCK WIDTH -+ 1 7" MAX. O.C. 5 -� 1" MAX. 4 f a 67-3/4" 66-3/8" MAX. DLO MAX. DLO 33-1/2" 33-1/2" .. 4 MAX. MAX. DLO DLO 7" MAX. O.C. —J TYP. ANCHOR LOCATIONS 5 SHEET (FIN FRAME SHOWN) Buck Width Buck Height Configuration Impact Level Frame Type Glass Types Design Pressure (+) psf (-) psf 74" 63" XO/OX LI All 1 or 2 50.0 60.0 74" 72" XO/OX LMlSM Flange, Equal -Leg 1 or 2 45.0 50.0 i,i�,v��, nvn�no�c vv�U�n VR nC1Un1 UIMCIVJIVIV. 2) FOR GLASS TYPES, SEE SHEET 7.. a 0 -1 w l Z r1k:0 . l�C9 � � d '�f IIIIItiti\: 4x0 0 ROOt �o.w Z C7 m v1 J2 Q O u of M Z> F- W J C2 H8 NLO rh w a O U zJ 0.6 Sa.. LU Lr) O0 W.¢ 5 Oo zz O� �E � M Lq d w d) �( b u) Z� M rOLL U) 0 0 Z � C) w W. W (1) w � � h m L O M OC -17 O b a,z Z O Ln w w a C3 DATE: 11 /11 /21 SCALE: NTS BY:JENS ROSOW DRAWING # : HR9000-FPA-01 SHEET: 1 OF 7' BUCK WIDTH BUCK WIDTH —1- 12"MAX.O.C. 3.4 5" MAX. 7" MAX. O.C. 1" MAX. 0: Z -4 5 I z 12" BUCK 57-114 58-1/T MAX. O.C. 57-1/4' 58-1/2" BUCK 2 Cj HEIGHT MAX. MAX. DLO 29' HEIGHT MAX. MAX. DLO DLO 25" 7'MAX. C14 > -q�L DLO MAX. MAX. O.C. ry z cc z Z'� Ui 0 (n uj 51" MAX. DLO DLO 51" MAX. DLO OLD 0 Z L) I- _J 0 13� < 0 > F_ uj er o ow c6 LUI b :i w 0 Lu 00 LO M w I -Al I u) X 0 Uj cl� CD 00 3:") T-1 X 00 DETAIL 1 G)SHEET K2 —\DETAIL 1" MAX. TYP. ANCHOR LOCATIONS ka) 0 <c' 2:0 d z< zo_ U) LO cj� F- .6 TYP. ANCHOR LOCATIONS SHEET W 0 (D u) (FLANGE FRAME SHOWN, EQUAL -LEG SIMILAR) (FIN FRAME SHOWN) of uj Uj I- O� (114 - 112 - 1/4 CONFIGURATION SHOWN) (114 -1/2 -1/4 CONFIGURATION SHOWN) < , 0 0 0'�� U) LU X u) , 2 cD 0 w a) [2L z z uj 00 w uj TABLE 2: XOX DESIGN PRESSURES z 11� >_ C) Z -F- CD Buck Buck k impact Frame Design Pressure (D N 0 m Configuration Width Height � Level Glass Types Type (,)Psf (-)Psf 't 0, m q 0z 82-7/8�' 63" 1/3-1/3-1/3XOX LM/SM 1, 2, 3 or 4 (operable) All 50. 55.0 cr 0 C) o 3 or 4 (fixed lite) < uj 2 lo 1111, 63" 114-1/2-1/4XOX LM/SM 1, 2, 3 or 4 (operable) 50.0 55.0 All a. uj uj > 4 (fixed lite) 1111, 63" 1/4-1/2-1/4XOX LMISM All 1, 2, 3 or 4 (operable) See Table 2A 1 3 (fixed lite) I I FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 0 2) FOR GLASS DESCRIPTIONS, SEE SHEET 7. M TABLE 2A: > uj XCIX 1/4 - 1/2 - 1/4 using Glass Types 3 at Fixed Lite Design Pressure Width 60" 72' 84" 96" 108, 36" +50/-55 +50/-55 +50/-55 +50/-55 +50/-55 +50/-55 WINDOW MAY BE A 114 - 112 -1/4 CONFIGURATION 48" +50/-55 +50/-55 +50/-55 +501-55 +50/-55 +50/-55 DATE: 11/11/21 (AS SHOWN ABOVE), OR 54" +50/-55 +50/-55 +501-55 +50/-55 +50/-55 +50/-55 SCALE:NTS V3 -1/3 -1/3 CONFIGURATION (AS 60" +501-55 +50/-55 +50/-55 +50/-55 +50.0/-52.9 50.0/-5Z2 SHOWN TO THE LEFT) 63" +50/-55 +50/-55 +50/-55 +50.01-54.2 +50.0/-50.4 +/-49.6 BY:JENS ROSOWSKI PROVIDED DLO (DAYLITE OPENING) SIZES ARE NOT 1) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. DRAWING #: EXCEEDED. 2) FOR GLASS DESCRIPTIONS, SEE SHEET 7. HR9000-FPA-01 SHEET: 2 OF 7 55 HEAD FLANGE FRAME X-SECTION — ........ �INTO 2X WOOD OR MASONRY . INSTALLATION NOTES. EDGE DISTANCE 1) CONCRETE ANCHOR LOCATIONS AT THE CORNERS MAY BE LOWERED TO MAINTAIN Z: z 0 m 0 c". -4 A- u4 TABLE 3: INSTALLATION ANCHORS THE MINIMUM EDGE DISTANCE TO MORTOR L 6 EMBEDMENT Minimum JOINTS. SEE SHEET 1 FOR ANCHOR 7: - SUBSTRATE Minimum SPACING REQUIREMENTS. -Z7 N Anchor Substrate Edge z Distance Embedment 2) CONCRETE ANCHOR LOCATIONS NOTED AS Southern Pine (SG .55) 9/16" 1-30 ON CENTER" MUST BE ADJUSTED #10 r#12 TO MAINTAIN THE MINIMUM EDGE DISTANCE or Aluminum, 6063-T5 min, 3/8" 05G' Steel or 410 SS TO MORTOR JOINTS. ADDITIONAL 0) z Screw Steel Stud, Gr. 33 min. 3/8" 0.0<�'(20 Ga) CONCRETE ANCHORS MAY BE REQUIRED (N 2 6 M '. CL A36 Steel 3/8" 0.050" TO ENSURE THE "MAX. ON CENTER" >- C� 26 Concrete (min. 2.9 ksi) 1.1 1-3/8" DIMENSION IS NOT EXCEEDED. z 20 s L'J C0 Lu 0 0 z 3/16" Steel 0 -1 M 0 U Grouted CMU, (ASTM C-90) 2-1/2" 2-114" 1z 13 -J 0 p 15 Itracon 3) ANY INSTALLATION OPTION SHOWN (2X < 0 z 17-O Southern Pine (SG = .55) ill 1-3/8" [if R BUCK, 1X BUCK, DIRECT TO MASONRY, p . Cr 4 1. STEEL STUD) MAY BE USED ON ANY SIDE OF a) 8'5-_ . od 00 Concrete (min. 2.9 ksi) 1-3W .0 10 U) 3116' Steel — z Ultracon+ Ungrouted CMU, (ASTM C-90) ill THE WINDOW. W F" M, 0 1-114" ill ood 1- 00 -K Southern Pine (SG = �55) 1-3/8" 4) USE ONLY SUBSTRATE APPROPRIATE C:, < 0 < BUCK 0 HEIGHT 1/411 Steel Concrete (min. 3.0 ksi) V, 1-3/&' ANCHORS LISTED IN ANCHOR TABLE. U) LO uJ U-) �E Ultracon or Ungrouted CMU, (ASTM C-90) ill 1-1/4�' FOLLOW EMBEDMENT AND EDGE DISTANCE F? M U) 2: V)m FIXED Ultracon+ - ill LIMITS. MAX. SHIM THICKNESS TO BE 1/4". U) Z O� LITE SASH Southern Pine (SG = .55) 1 1-30 IJJ -I cr LL ANY INSTALLATION OPTION SHOWN MAY BE U) LU 0 0te co DLO DLO 1) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. USED ON ANY OR ALL SIDES OF THE C:) 0 z 2) -UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. z af 00 < 3) ALL ANCHOR HEAD TYPES ARE APPLICABLE. WINDOW. z 0 LU 0 z 0) < 0 5: co 0 z LL LJ LJ x uj 6 < �Lu- 17 EMBEDMENT CL Lu 1 LU > 1 13 14 T— ti 0 EDGE 30 SASH DLO DISTANCE 2 21 31 EDGE D DISTANCE 22 23 30 0 -(2�4 FIXED CZZ= > LU LITE DLO AS PER ANCHOR 26 REQUIREMENTS 10 ui EXTERIOR LEMBEDMENT 75— SUBSTRATE'40 32 E= SILL FLANGE FRAME X-SECTION EXTERIOR 12 DATE: 11 /11/21 �INTO 2X �WOOD OR MASONRY BUCK WIDTH SCALE:NTS BY:JENS ROSOWSKI JAMS FLANGE FRAME X-SECTION MEETING RAIL X-SECTION JAMB FLANGE FRAME X-SECTION DRAWING #: Q-�TIRU IX INTO IX WOOD OR MASONRY ��..WN SHOWN FOR C-�..11GI.TFI.N �2 USING SCREWS INTO �METAL HR9000-FPA-01 (XOX SIMILAR) SHEET: 3 OF 7 HEAD EQUAL -LEG FRAME X-SECTION ........ . . ........ .. Q,I.T. 2X WOOD OR MASONRY INSTALLATION NOTES: EDGE DISTANCE 1) CONCRETE ANCHOR LOCATIONS AT THE CORNERS MAY BE LOWERED TO MAINTAIN T 0. Z- THE MINIMUM EDGE DISTANCE TO MORTOR TABLE 4: INSTALLATION ANCHORS JOINTS. SEE SHEET I FOR ANCHOR EMBEDMENT Minimum SPACING REQUIREMENTS. C Minimum ,SUBSTRATE z Anchor Substrate Edge Embedment Distance 2) CONCRETE ANCHOR LOCATIONS NOTED C= Southern Pine (SG .55) 9/16" 1-318- AS"MAX. ON CENTER'MUST BE ADJUSTED 111111OX #10 or #12 TO MAINTAIN THE MINIMUM EDGE DISTANCE Aluminum, 6063-T5 min. 3/8' 0.0501, TO MORTOR JOINTS. ADDITIONAL Steel or 410 SS 01 z Steel Stud, Gr. 33 min. 3/6' 5" (20 Ga) CONCRETE ANCHORS MAY BE REQUIRED 6 Screw 1 O�04 ��i 34 A36 Steel 3/8" 0.0501, TO ENSURE THE "MAX. ON CENTER' D, z Z3.0- : , W LLI DIMENSION IS NOT EXCEEDED. 1-318" Concrete (min. 2,9 ksi) 1 0. _j Z 0 O 26 3116" Steel z _j 0 (If Grouted CMU, (ASTM C-90) 2-112" 2-114!' 3) ANY INSTALLATION OPTION SHOWN (2X 0 "i .6 r- L, Ultracon = , Z Southern Pine (SG = �55) ill 1-3/8" BUCK, 1X BUCK, DIRECT TO MASONRY, 0, 1 1 U) CD 0 00 STEEL STUD) MAY BE USED ON ANY SIDE OF 0 N Lo - 4 Concrete (min, 2.9 ksi) 1" 1-3/4" .20 LIJ 3:n. Fp Lr) 3/16" Steel THE WINDOW. M :� 3: U) Ungrouted CMU, (ASTM C-90) 0 00 Ultracon+ Southern Pine (SG 1-318" LLi 0 0<0 55) 4) USE ONLY SUBSTRATE APPROPRIATE zo- BUCK C� Lr) U) UJ ;E U: 6 HEIGHT 1/4" Steel' Concrete (min. 3.0 ksi) 1-3W' ANCHORS LISTED IN ANCHOR TABLE. U3 CL V) FOLLOW EMBEDMENT AND EDGE DISTANCE fl�rn Littracon or Ungrouted CMU, (ASTM C�, LU E r = LIMITS. MAX. SHIM THICKNESS TO BE 1/4". LIJ U) 0- rr LL FIXED Southern Pine (SG = .55 ANY INSTALLATION OPTION SHOWN MAY BE U) 0 0 Qc� SASH 2 C:) LU - M a) LITE DLO 1) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. USED ON ANY OR ALL SIDES OF THE Z C:> r) < o 3: DLO 2) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. WINDOW. z (=0 0 Do z Uj 3) ALL ANCHOR HEAD TYPES ARE APPLICABLE. >_ LU < z 0 tri co 0 LL g z _(0 ui LIJ - 6 2- 1 LU > 17 2 14 7 13 SASH DLO i Q-ozos o EDGE 30 EDGE DISTANCE 20 21 31 DISTANCE <V= 22 23 30 0 FIXED > CZ= LIj R2 LITE DLO ASPERANCHOR 2 26 REQUIREMENTS lu EXTERIOR EMBEDMENT (I-1 SUBSTRATE, 40 SUBSTRATE 32 DATE: SILL EQUAL -LEG FRAME X-SECTION EXTERIOR 9 8 12 SCALE: NTS �! INTO 2X �111..D OR MASONRY BUCK WIDTH --- BY: JENS ROSOWSKI JAMB EQUAL -LEG FRAME X-SECTION MEETING RAIL X-SECTION JAMB EQUAL -LEG FRAME X-SECTION DRAWING 4 THRU IX INTO 2X WOOD OR MASONRY SHOWN FOR OX CONFIGURATION USING SCREWS INTO METAL HR9000-FPA-01 (XOX SIMILAR) SHEET: 4 OF 7 HEAD FIN FRAME X-SECTION USING NAILS INTO 2X WOOD EMBEDMENT MAY BE EDGE OR RE.. , SEE TABLE5 DISTANCE BUCK HEIGHT FIXED LITE SASH DLO DLO 17 MAYBE NAIL OR SCREW, --\ SEE TABLE 5 EDGE DISTANCE — 24 3 EMBEDMENT 16 O EXTERIOR EDGE DISTANCE MAY BE NAIL OR SCREW, EMBEDMENT SEE TABLE 5 SILL FIN FRAME X-SECTION USING NAILS INTO 2. �11.. TAPI C �- IN-TAI I ATRIA! A--C Anchor Substrate I Min. Edge Distance Min. Embedment 2-1/2" x . 113" Box Nail P.T. Southern Pine (SG = .55) 5/16" 2-7/16" 2-112" x . 131" Common Nail P.T. Southern Pine (SG = .55) 3/8" 2-7/16" 2-1/2' x .145" Roofing Nail P.T. Southern Pine (SG = .55) 3/8" 2-7/16" #10 Steel SMS P.T. Southern Pine (SG = .55) 17 " 1-3/8" Aluminum, 6063-T6 min. 3/8' 1181, Steel Stud, Gr. 33 min, 3i8" 0.036 A36 Steel 3/8- 1 1/81, 11 1 "I-11 I "'U" "I 1t IL 2) ZLL ANCHOR HEAD TYPES ARE " E APPLICABLE. INSTALLATION NOTES: 1) SEE SHEET I FOR SPACING REQUIREMENTS. 2) GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS, 3) FLANGE MAY BE REMOVED. 4) USE ONLY SUBSTRATE APPROPRIATE ANCHORS LISTED IN ANCHOR TABLE. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY OR ALL SIDES OF THE WINDOW. 5) MAX. SHIM THICKNESS TO BE 1/4". MAX. SHIM SPACING TO BE 18'. EXTERIOR X OR JAMB FIN FRAME X-SECTION USING -SCREWS INTO �2. WOOD FIXED LITE DLO 10TTIVIIIINX61 BUCK WIDTH MEETING RAIL X-SECTION SHOWN WF.R.X �0NF*.R.`Fl.N (XOX SIMILAR) > 0 -' tu 0. lb 41� * > ca z 0 ry LIJ —J 0LU- ca U) UJ z C) < -J -J 0 a-, p Ui U) 0 ul 0�0 Lj L0 - Z < 00 C0 CI: 0 M o6 'd 00 0 z 0 zoo zo— U) LO LLI L0 CC �i U) M LLJ < 0- w LL CO LD C> 0 (0 Z 0 0,If V) CL i�: zi C:l 0 CD 0) z ui < Z—I. < 0 Co 0' co 0 z u- O Z: uj 0 L) < FW- C, w > z AS PER ANCHOR REQUIREMENTS z 0 M w w F>Lii r-�JAMB FIN FRAME X-SECTION �J USING SCREWS INTO �METAL DATE: 11 /11121 SCALE:NTS BY:JENS ROSOWSK DRAWING ft: HR9000-FPA-01 SHEET: 5 OF 7 H IL. 062' I A 2.130 I)FRAME, FLANGE (2 FRAME, EQUAL -LEG ____ 3.566" --- —� .062" t 1.625' 1�424" 2.399" 1.424' 1.625' F 1.6 25" 2174. 0 1,661" 1176' .062" SASH ',SASH (�,,SASH SASH 8SASH Si TOP RAIL "BOTTOM RAIL -,HANDLE STILE LOCK RAIL - MEETING RAIL 250" 1 73T 9 "!GLAZING BEAD flii,GLAZING BEAD 1-667" 1 .61 1" 2 REINFORCEMENT (@ MEETING RAIL) Fr:�P .095" 1.21V ci ,, REINFORCEMENT REINFORCEMENT �13 (@ LOCK RAIL) HANDLE STILE) .090, zoo"1.406" 2o 1.546' .062" _:11,967" 1.292" 37r 1 5ANTI-LIFT RAIL '16'ROLLER TRACK 17 �SILL RISER 40;SCREEN BILL OF MATERIALS ITEM # PART # IDESCRIPTION MATERIAL 1 Frame, Flange PVC 2 9439 Frame, Equal -Leg PVC 3 Frame, Fin PVC 4 9478 Sash Top Rail PVC 5 9424 Sash Bottom Rail PVC 6 9475 Sash Handle Stile PVC 7 9476 Sash Lock Rail PVC 8 9477 Sash Meeting Rail PVC 9 9436 Glazing Bead PVC 10 9.425 Glazing Bead PVC 12 6165 Reinforcement @ Meeting Rail 6063-T6 13 6163 Reinforcement @ Lock Rail 6063-T6 14 6166 Reinforcement @ Handle Stile 6063-T6 15 6162 Anti -Lift Rail 693--T6 16 6161 Roller Track 6063-T6 17 6158 Sit] Riser 20 8097 Cam Lock 21 8097 Autolock 22 8302 Cam Lock Keeper Zinc 23 816-0 Autolock Keeper Zinc 24 1 8153 Roller Assm. 25 8223 Weep Cover Composite 26 4007 Weatherstrip, .270" x 250" Polyfin 30 1003 Screw, #6 x 1/2" PFH Steel 31 1007 Screw, #6 x 1-1/4" PFH Steel 32 1012 Screw, #6 x 3/4" PFH Steel 33 1015 Screw, #8 x 1/2" PTRUSS Steel 34 1067 Screw, #6 x 3/8" PPH Steel 35 Sika 552, Dow 791/983 Backbedding Glass 36 IG Spacer vanes 37 1Setting Black vanes 40 6244 IScreen I Nylon 1Ht AttKUVtL) VVH1 I t, MUM VVU to I tKIUK LAI KU51UM5 t-UK DOORS ARE TO BE PRODUCED BY EXTRUDERS' LICENSEES UNDER "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". (o 0) z. > z -.0 0 Z;2-2 -0." W _j U) Lu Z I,-- �R Z' ., a -j 0 0 CC p: W x F- Ci L. I .6 :) 2 _j �i 00 W N 005 0 00 0< zp® uj U) LO LIJ LO CQ Lu OJ W _j U) W U) D D of LL 0 z C) C) x W C) 2 Lu z M nTm©te 0 W LIj , 0 < �Q LLI 2 10 a_ ; Li C UJ > CL z 0 Lu Of LLJ DATE: 11111/21 SCALE:NTS BY: JENS ROSOW: DRAWING #: HR9000-FPA-01 SHEET: 6 OF 7 I I -- 4"MAX A MAX. 20" MAX. D.C. TYP. i O.C. XO/OX BUCK ANCHORAGE DETAIL kffAwln�� Minim— Anchor Substrate E.. Minimum Distance c Embedment 1 1/4" Steel Ultracon I concrete (min. 3.0 ksi) ill 1-3/8" or Ultracon+ I Ungrouted CMU, (AST M C-90) 1. 1-114!' 20" —1 I-- 4"MAX MAX 20" \ 1\0\0 z 0 M' �w ie. < w 0: z Z 0 0% 0 z Ci z Z T, ui -j 2 Lj Z z. iiUp0" z 0 tY er C) 0 O� � 0 03�: M. 00 LLj 20" z 0 'r F 00 0 MAX C, Z 0< K O.C. a U) LO LU LO �e RE O� C/) n XQX BUCK ANCHORAGE DETAIL 0) (0 0 D 1: U) M 1- 0- LU _j M D � U- U) UJ c) r) 0 0 0 C)a 1) 'UNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS, z z 0 0� -0 0 2) ALL ANCHOR HEAD TYPES ARE APPLICABLE. z 3) MASONRY ANCHOR LOCATIONS AT THE CORNERS MAY BE ADJUSTED TO MAINTAIN THE MINIMUM EDGE C6 0 Z ca -T DISTANCE TO MORTOR JOINTS. 0 UJ 7 L) 0 -2- -MAX. 4) MASONRY ANCHOR LOCATIONS NOTED AS ON CENTER- MUST BE ADJUSTED TO MAINTAIN THE 0- . w > MINIMUM EDGE DISTANCE TO MORTOR JOINTS, ADDITIONAL MASONRY ANCHORS MAY BE REQUIRED TO t o ENSURE THE "MAX. ON CENTER" DIMENSION IS NOT EXCEEDED. a rz 7/8" NOM. 7/8" NOM. 7/8" NOM. 7/8" NOM. 0 1/8" ANNEALED 118" ANNEALED 1/8" ANNEALED /8" ANNEALED U) GLASS T- 5: 5/16"AIR -0.090" PVB 5/16"AIR -0.090" PVB 5/16"AIR o/ -0.105" PVB 5/16" AIR -0.105"PVB LU Uj SPACE 1/8" ANNEALED SPACE /-1/8" ANNEALED SPACE /--1/8" ANNEALED SPACE--% r-418" ANNEALED 1/8" ANNEALED GLASS 1/8" TEMPERED. GLASS 1/8" ANNEALED GLASS 1/8" TEMPERED GLASS GLASS �5 GLASS GLASS n35 GLASS /-(�) i EXTERIOR I / �27 N 0 M. EXTERIOR 1/2" NOM. EXTERIOR 112"NOM. EXTERIOR 1/2"NOM. DATE: 11/11/21 1�3 G SSE GLASS BITE I GLASS BITE — GLASS BITE GLASS BITE 0 jK 0 4M - 0 0 CALE:NTS BY:JENS ROSOWSK (31 36 37 -�36) 37 R3 37 DRAWING #: GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 GLASS TYPE 4 HR9000-FPA-01 SHEET: 7 OF 7 BCIS Home 1 Log In :' User Registration Hot Topics Submit Surcharge Stats & Facts Publications j Contact Us SCIS Site Map 3 Links Search as:. Product Approval M USER: Public User > aagucLer Rpo > Application —,t > Application Detail FL # FL16851-RI0 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer NewSouth Window Solutions Address/Phone/Email 10741 Crossroads Commerce Blvd. tampa, FL 33610 (813) 626-6000 danochstein@newsouthwindow.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 11 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J. King, P.E. I I Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL16851 RIO COI g. Certificate of IndepgDdgncepdf Standard -Y-qAr- AAMA/WDMA/CSAIOI/I.S.2/A440 2011 AAMA/WDMA/CSA101/I.S.2/A440 2008 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2009 TAS 201, 202, 203 1994 Florida Licensed Professional Engineer or Architect FL16851_R10 _ff , E qL jiv of Standards g),p f Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/07/2020 Date Validated 08/09/2020 Date Pending FBC Approval 08/19/2020 Date Approved 10/13/2020 Summary of Products Go to Page 0 FL # Model, Number or Name Description 10 0 Page 1 / 2 10 40 16851.1 a. 9400 Single Hung Window Extruded Vinyl "Non -Impact" Single Hung Tilt Window New Construction with Nall Fin (O/X - configuration) Limits of Use Installation Instructions Approved for use in HVHZ* No EL16851 RIO 11 (f) n Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 16851.1 for Design Pressure Ratings, any EL1021 ajDALJL)jvaLI68L1 pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16851.2 b. 9400 Single Hung Window 1 Extruded Vinyl "Non -Impact" Single Hung Tilt Window with Flange (O/X - configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ. Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 16851.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 168513 c. 9450 Single Hung Window Extruded Vinyl "Impact" Single Hung Tilt Window New Construction with Nail Fin (O/X - configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No ELILaaL Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A 1 Evaluation Reports Other: See INST 16851.3 for Design Pressure Ratings, any FL16851 RIO AE (f) additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16851.4 cl. 9450 Single Hung Window i Extruded Vinyl "Impact" Single Hung Tilt Window with Flange (O/X - configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No i FL16851 R10 II (f)_Ln_5L_1_635_14 P-d-f Approved for use outside HVHZ. Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 16851.4 for Design Pressure Ratings, any 1 FL16851 RIO AE (f) &y_jl -I685 1 —4. P�lf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16851.5 e. 9450 Single Hung Window Impact i Extruded Vinyl "Impact" Single Hung Tilt Window New Rated - HVHZ Construction with Nail Fin (O/X - configuration) Limits of Use Installation Instructions Approved for use in HVHZ. Yes Approved for use outside HVHZ: Yes i Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes j created by independent Third Party: Yes Design Pressure: N/A 'Evaluation Reports Other: See INST 16851.5 for Design Pressure Ratings, any ELI_E�l R_LQ_Af(f)_EvdLj_G�PAf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 16851.6 f. 9450 Single Hung Window impact I Extruded Vinyl "Impact" Single Hung Tilt Window with Flange Rated - HVHZ 1 (O/X - configuration) Limits of Use 1 Installation Instructions IOA50 S* ingle Hung Window IMPACT RATED W/ Flange GENERAL NOTES 1. This product has been evaluated and is in compliance with the 7th Edition (2020) Florida Building Code (FBC), excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base mateof shall be beyond wolf dressing or stucco. 3. When used in areas requiring wind dome debris protection, this product complies With FBC Sections 1609.1.2 & R301.2.1 .2.and does not require an impact resistant covering. This product meets missile level "U'and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1 .2.2 & R301.2.1.2. 1. 4. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction, 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE Of CONTENTS SHEET# DESCRIPTION I Typical elevations, design pressures & general notes 2 Verfical & horizontal cross sections 3 Vertical & horizontal cross sections 4 Buck & frame anchoring 5 Components 6 Bill at materials and glo7ing details 55"MAX: OVERALL FLANGE WIDTH 54" MAX. OVERALL FRAME WIDTH Cl) 10 > < .E < 'E It, wtiwwtYtt'%I ist .Z� 4 3 - R .. . ........ - > "It, if.. A" z, 9;i 0 N J; o 6z. g w m (L (L & �z MAX. OVERALL MAX.OVERALL MAX MAX DESIGN PRESSURE FLANGE FRAME DAY LITE DAY UIE GLASS DIMENSION DIMENSION TYPE DIMENSION DIMENSION (OPERABLE) (FIXED) pol NEG. 55.0r X 77.0" 54.0'X 76r 47.25" x 34.38" 49.76'x 34.5" G1 +55.0 -65.0 41.0" X 49.0' 40.0" X 48.0" 33.25" x 20.3B" 35.76'x 20.61 G2 +65.0 -85.0 =1 1<51 � 1 a1 cil:S- tp 0 zti DATE. scAm' N.T.S. &M BY, JK 2 z z NOTE: Sheet Metal Screws must . ........... penetrate a ffin, of 3 threads Ap �d K E rn through at least 2 sheets of metal. t:� .4=0 C 618 0 4 z < �2 21 ,7- INTERIOR D z 2 -� �2 !�� "j I#- I',, z d;; b III lit, on - 4 n 1 .: A o z 2 rn -o ow C 04 .n o_ :> 't In t P. c, cz 3 2 a: x 14 12 SEE NOTE I zcn GI G2 2 EXTERIOR G2 GI D 10 ac 4 HORIZONTAL CROSS SECTION Metal Stud Construction x No Note: ul INTINTERIOR4) 1. Lock and keeper located 7" from D each end of lock/meefing rail. E 6 7 o EXTERIOR J2 ED 1-1/47MIN, 20 (TYP) EM9. (TYP.) A mom "I z �T C C G2 GI R I INTERIOR F 4 1 S u) z 21 21 22 13 u) 2: 24 C .v 3 3 z DATE 2119114 z scALE, N.T.S. D EXTERIOR M z GI G2 G2 GI 2 EYNG. BY.. JK 2 EMB. (TYP.) rfCHK. BY- LFS E HORIZONTAL CROSS SECTION (2 � HORIZONTAL CROSS SECTION VERTICAL 2X Buck MaCROSS SECTION DMWING No.: sonry Construction @ Head 2X Buck Masonry Construction I X Buck Masonry Construction Masonry Installation @ Sli FL— 16851.4 a IsNEEr 0 _2 W]6�j N NOTE: Sheet Metal Screws must penetrate amin. of 3threads K through at least 2 sheets of metal. E 4 A, 6 C z asz 18 4 0 0 M CAN, 2 21 D za 3 1, 3� INTERIOR -5S d 'list IW Z 0 4 L 8 3lj/ Li C, — Z 0 E. C B A D 0 Q� a: Lo Eo 1z 2 8 3Y d 14 12 11 SEE NOTE I 2 *gEXTERIOR G2 G1 10 Q W �4 HORIZONTAL CROSS SEC77ON Metal Stud Construction x M Note: 3 Q NTERIOR 1. Lock and keeper located 7'from each end of lock/meeting rail. 0 ±55 PSF E 6 �1 MAX. DESIGN PRESSURE FOR ALTERNATE EXTERIOR 1-1/4"MIN. ANCHORING LOCATION SHOWN ON THIS SHEET 20 (NP) �E EMB. (TYP.) (FOR FRAME MOTH > 40"OR FRAME HEIGHT > 481 B A 8 G2 G1 mom C T INTERIOR 4 18 213 64 —,q (n ti L 18 4 z 21 Z:r LD 21 Rux 24 L D z of C r= B Lu rD 1 14 z L A, v. 3 3 DAM 2119114 D EXTERIOR saqE N.T.S. 2 G1 G2 G2 G1 2 1-1/4"MJN mG. ey: --jK M EMB. VYPJ CHK BY' LFS HORIZONTAL DPAWW. E 1 HORIZONTAL CROSS SEC77ON r2 NIAL CROSS SEC17ON r3 VERTICAL CROSS SEC71ON xo. 2X Buck Masonry Construction 2X Buck Masonry Construction 3 1 X Buck Masonry Construction FL-16851.4 EU _�3 ;7_:6: 3 EQ. SPACES z P.) *-* ....... ` I tom ! g z ITY (TYP.) 4- z 6; b (TYP-) 'tilt 0 a" 0 -:.L. z Z 0 a =4 6 '0 ow 0 SASH E 0 z L 2X BUCK 2X SUB D IXBUCK 0 a: BUCK—\ FRAME — J K STEEL STUD (TYP.) Z 2X SUB Lj Q: MASONRY BUCK OPENING�, MASONRY UZ OPENING TYP- SASH S2 M BUCK ANCHORING MASONRY SILL 2 t�t, "u, �- 1—,� CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the corners may be adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete anchor bocations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: 5 o WOOD SCREW INSTALLATION NOTES: 7. Maintain a minimum 5/6"edge distance, I" end distance, & I'o.c. spacing of wood screws to prevent the splitting of wood. IM N.T.S. I By, JK C BY.. LFS ow RD- FL— 16851.4 :Er 4 OF 2.69 1.63' `'`�eCt®`.. * I 1.63" �mn 0.067' LO.O o9_ CD iv c, - --Oo ® `x c i v x Z n o s: LL ===L ' o v tj o a N O�0 O.OT' 0.07" o a �a mri 1.7T° h u f o ose b MEETING RAIL 7 LOCK RAIL $ BOTTOM RAP! --- { ; 0.39 z n d a cs z 4 02 i 0.74" FRAME 0.09" 0.09" Ili�— 0.045' = zn o 0r �� � 0.0$$ lllJJl � a U7 (; m\ S7tLE REtNFORCEMENi 2 GLAZING BEAa J GLAZING BEAD GLAZING BEAd U m u u\ LOCK RAtt REtNFORCEMEN7 Wl Drip edge ti z o 1 iz t a�ovs�o 1.67' t 0.$1" U of qh L 0.125' n 0.09" ` n 0.0T'fO,94- CDc°fvi'voTMcwa¢. _JI nnawa.a>� m' z o m,nv Mna^z ❑° z '� BOTTOMRALLRFINFORCEMENT DATE 2J99/i4 i ,� MEETING RklL REPNFORCEMFNT ,,, o o L % N.7.S. 3 « { mG, BY, JK m chic sr: LFS 3 SIL! 5 STLLE oe mNo a.: It v FL-16E51.4 0 sHM 5 017 6 8111 OF MAIERIAES ITEM # DESCRIMN MATERIAL A I X BUCK (SG >= 0.42) WOOD WOOD B 2X BUCK (SG >= 0.55) -x C 1/4'MAX. SHIM SPACE z t; omm D 114'X 2-3/4'PFH ELCO OR ITW CONCRETE SCREW STEEL < od MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE ...... .... z E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 ,of fit, z C;; Z, F -W-1 0 X T —PPH SMS (I - I 14'MIN. EMBEDMENT) STEEL On 0 G 2X STUD (SG >= 0.55) WOOD 7/9'O.A. GLASS THK. 0 ox z 0 E Km H #10 X 2-1/7'PPH SMS .... GLASS BITE a 6 STEEL 8CIS Home Log In , User Registration g Hot Topics , Submit Surcharge , Stats & Facts i Publications Contact Us I BCIS Site Map � Links Search Product Approval USER: Public User d, PrApproval Menu > Zrgeuct or App �ppljgation List > Application Detail FL # FL31714-RI Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer NewSouth Window Solutions Address/Phone/Email 10741 Crossroads Commerce Blvd, tampa, FL 33610 (813) 626-6000 danochstein@newsouthwindow.com Authorized Signature claniel ochstein danochstein@newsouthwindow.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the A. Lynn Miller, P.E. Evaluation Report Florida License PE-58705 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Steven M. Urich, RE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL31714 RI COI C-Qrt �ofln ep-ftg_dg—n-Qt-��—f Standard Year AAMA/WDMA/CSA1 0 1/1. S.2/A440 2011 AAMA/WDMA/CSA 10 1/1. S.2/A440 2008 AAMA/WDMA/CSA1 0 1/1.S. 2/A440 2017 ASTM E1886 2019 ASTM E1886 2013 ASTM E1996 2014 ASTM E1996 2017 TAS 201, 202, 203 1994 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/20/2020 Date Validated 11/03/2020 Date Pending FBC Approval 11/04/2020 Date Approved 12/16/2020 Summary of -Products i Description Model, Number or Name FL # i 31714.1 SGD 6000 / Models 6200, 6300, 1 6400 & 6500 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see the enclosed documents for product performance information, anchorage details, and anchor type, size, and spacing information. 31714.2 1 SGD 6000 / Models 6250, 6350, 16450 & 6550 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ; Yes Impact Resistant. Yes Design Pressure: N/A Other; Please see the enclosed documents for product performance information, anchorage details, and anchor type, size, and spacing information. 31714.3 1 SGD-6000 / Model 6500 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ-. Yes Impact Resistant: No Design Pressure: N/A Other. Please see the enclosed documents for product performance information, anchorage details, and anchor type, size, and spacing information. 31714.4 1 SGD-6000 / Model 6550 Limits of Use Approved for use in HVHZ*. No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see the enclosed documents for product performance information, anchorage details, and anchor type, size, and spacing information. 31714.5 1 SGD-6000 / Model 6550 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ. Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see the enclosed documents for product performance information, anchorage details, and anchor type, size, and spacing information. Extruded Vinyl "Non -Impact" Sliding Patio Door Installation Instructions FL31714 R1 11 D-1 NI HVHZ -SIGNED QRW.p�ff Verified By: A. Lynn Miller, P.E. PE-58705 Created by Independent Third Party: No Evaluation Reports FL31714 R1 AE SGD600ONS Wi_de_Pb0aLNLHVHZ E_NQ � EVAL.P L Created by Independent Third Party: No Extruded Vinyl "Impact" Sliding Patio Door Installation Instructions FL31714 R1 11 D_Pwaff Verified By: A. Lynn Miller, P.E. PE-58705 Created by Independent Third Party: No Evaluation Reports FL31714 RI AE SGD600ONS WLde-Ran2l�VU HVHZ EVAL.gd Created by Independent Third Party: No Extruded Vinyl "Non -Impact" Sliding Patio Door Installation Instructions FL31714 R1 IIGD6000N5 NI -SIGNED DRW P-1 Verified By: A. Lynn Miller, P.E. PE-58705 Created by Independent Third Party: No Evaluation Reports FL31714 R1 AE SGD6000NI; NI - ENQ_LULpjf Created by Independent Third Party: No Extruded Vinyl "Impact" Sliding Patio Door Installation Instructions FL31714 R1 II SGD6000NS LMI -,5LQNfD _QPWPc_f Verified By: A. Lynn Miller, P.E. PE-58705 Created by Independent Third Party: No Evaluation Reports P-(Lf Created by Independent Third Party: No Extruded Vinyl "Impact" Sliding Patio Door Installation Instructions FL31714 R1 11 5GD6000NS LMI tdVHZ -SIGNED DRW p� Verified By: A. Lynn Miller, P.E. PE-58705 Created by Independent Third Party: No Evaluation Reports Of Created by Independent Third Party: No CQQL4QLU : : ZkQlBlair §-Lqn-e--Pga—dTallahassee -F-L-12-3.9-9 Phone_850_48_7_-1A2_4 [ENewSoutb 6000 SERIES, SLIDING PATIO DOOR, WINDOWSOLUPIONIS LARGE MISSILE IMPACT RESISTANT, BYPASS, SINGLE OR DOUBLE EXTERIOR POCKET, 2, 3 & 4 TRACK CONFIGURATIONS MODELS 6250, 6350, 6450 & 6550 GENERAL NOTES: 1) THIS PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE WITH THE FLORIDA BUILDING CODE (FBC) INCLUDING THE "HIGH VELOCITY HURRICANE ZONE- (HVHZ). SEE FI-31714. TABLE 3: INSTALLATION ANCHORS 2) PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3) WHEN USED IN AREAS REQUIRING WIND BORNE DEBRIS PROTECTION, THIS PRODUCT COMPLIES WITH FBC SECTIONS 1609.1.2, R301.2.1 .2, AND 1626 AND DOES NOT REQUIRE AN IMPACT RESISTANT COVERING. THIS PRODUCTS MEETS MISSILE LEVEL "D"AND INCLUDES WIND ZONE 4 AS DEFINED IN ASTM E1996 AND FBC SECTIONS 1609.1.2.2 AND R301.2.1.2.1 AND ALSO COMPLIES WITH SECTION 1626 (HVHZ). 4) FOR 2X STUD FRAMING CONSTRUCTION, ANCHORING OF THESE UNITS SHALL BE THE SAME AS THAT SHOWN FOR 2X BUCK MASONRY CONSTRUCTION. 1X BUCKS ARE OPTIONAL, IF USED, INSTALLATION ANCHORS WILL GO THRU THE 1X INTO THE MASONRY CONSTRUCTION. CAN INSTALL DIRECTLY INTO MASONRY WITH A 1/4" MAX SHIM 5) SITE CONDITIONS THAT DEVIATE FROM THE DETAILS OF THIS DRAWING REQUIRE FURTHER ENGINEERING ANALYSIS BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, TABLE I P: DESIGN PRESSURES FOR PVB INTERLAYER Design Pressure (+/- psf) - PVB INTERLAYER Frame DLO DLO Width Height Height 33.438 39.438 43.438 1 46.200 47.438 49.438 51 A38 80.000 67.825 1 60.0 -F-:6-5-.0 55.5 -65.0 53.1 -65.0 51.8 1-65.0 51. 84.000 71.825E 56.4 P5 -65.O T±-6 51.8 -65.0 1 49.5 -65.0 48A -65.6- 4T6 -65.0 1 46.8 -64.3 46.1 -63.3 88.000 75.825 3.0 -65.0 48.6 _65.0 46.3 -63.6 44.9 1 -61.8 44.4 -61.1 43.6 -60.0 1 92.000 79.825 -4 50.0 -65.0 45.7 -629 j 43-5 -59.8 42.2 1 -5&0 41.6 -57,2 1 95.500 , 83-3�32547.7 65.0 41-3 - TABLE 1S: DESIGN PRESSURES FOR SG INTERLAYER Design Pressure (+/- psf) - SG INTERLAYER Frame Height DLO Height DLO Width 33.438 39.438 1 43.438 1 46.200 47.438 49A38 51.438 80.000 67,825 60.0 65.0 60.0 -65.0 59.8 -65.0 58.3 -643 5 84.000, 71.825160.0 58.3 -64.8 55.7 -61.8 54.1 -60.2 53.5 -59.5 5Z6 -58.51 51.8 1 -57 b 88'000 75�825 59.7 -65.0 54.6 -60.71 52.1 -57.9 50.6 1 -56.2 50.0 -55.5 49.1 -545-T-----F 92.000 f79.825 56�3 E-65�O -62. 5 51.4 -57.1 1 48-9 -54.3 47.4 1 -52.7 . 46-8 -52.0 95.500 83.325 53.6 -59.6 48.9 -51.6 45.0 1 -50.0 IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL RISER IS NOT REQUIRED. Y �j cf N 08 No.58705 0 z Re 10116,,,2020 U, 0 0 1 STATE OF F- "'ORIO� Z Anchor Type Substrate Min. -F-Min. Edge Min. On I Embedment I Distance Center 1/4" Elco Ultracon Con rete/CMU 1-3/8" 1-1/81, 4" and Ultracon+ #10 SMS Wood 1-3/8" 1-1/81, 1. #10 SMS Steel Stud 056" 5/8" 1. ANCHOR NOTES: 1) CONCRETE ANCHOR LOCATIONS AT THE CORNERS MAY BE ADJUSTED TO MAINTAIN THE MINIMUM EDGE DISTANCE TO MORTOR JOINTS. 2) CONCRETE ANCHOR LOCATIONS NOTED AS "MAX. ON CENTER" MUST BE ADJUSTED TO MAINTAIN THE MINIMUM EDGE DISTANCE TO MORTOR JOINTS, ADDITIONAL CONCRETE ANCHORS MAY BE REQUIRED TO ENSURE THE "MAX. ON CENTER" DIMENSION IS NOT EXCEEDED. 3) SHEET METAL SCREWS MUST PENETRATE A MIN. OF 3 THREADS THRU THE STEEL STUD. TABLE 2: SILL RISER POS. (+) DP Water -Limited (+) Design Pressure Sill Riser Sill Height Max. (+) DP Allowed None 1.688" See Note B Standard 2.81" +SO.O psf High Dam 4" +60.0 psf FIG 1 OH LENGTH NOTES: A) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLES 1P OR TABLE 1S AND TABLE 2 DETERMINES THE WATER LIMITED (+) DP. B) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1 A SILL RISER IS NOT REQUIRED. IF SO, +DP'S SHOWN IN TABLE I MAY BE USED. - DOOR ASSEMBLIES INSTALLED WHERE THE OVERHANG (OH) LENGTH IS EQUAL I TO OR GREATER THAN THE OVERHANG 0 HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. GENERAL NOTES......................1 DP & ANCHOR TABLES ............ I CONFIGURATIONS ................... 2 SIZING TABLE ............. 2 SECTION VIEWS 3-4 GLAZING DETAILS ....................4 2x BUCK ANCHORAGE .............5 FRAME ANCHORAGE .......... 6-8 EXTRUSIONS. ................. 9 BILL OF MATERIALS.................9 DATE: 04108/2020 SCALE: NTS BY, E KOSS DRAWING #: SGD600OLMI - 56" SHEET: 1 OF 9 11 2P2T-0X,X0 XX X_XPPXXP BYPASS - FRAME WIDTH DLO WIDTH 4- 7 1111 HT DLO HEIGHT 2 3 WEEPHOLESLOCATED 4" ON EITHER SIDE OF --- INTERLOCKS WHERE SHOWN. FF HE 3P2T OXC, and 3P3T XXX, XXXP POCKET - FINISHED OPENING WIDTH BYPASS - FRAME WIDTH OLD WIDTH 4 3 3 AME 6 3 3 3 IGHT 41 4 3 DLO HEIGHT 3 3 POCKET BY OTHERS WEEPHOLES LOCATED 4" ON EITHER SIDE OF INTERLOCKS WHERE SHOWN. 4P2 POCKET -FINISHED OPENING WIDTH BYPASS -FRAME WIDTH DLO WIDTHS 4 r2-\ 3 3 3 FRAME 5 HEIGHT 3 /Z DLO 3 HEIGHT POCKET 3 3 5 3 POCKET BY S OTHERS jI -LLL 6 W WEEPHOLES LOCATED 4o ON EITHER I EEPHOLES LOCATED 4'ON EITHER L SIDE ", INTERLOCKS WHERE SHOWN. W 4 IDE OF INTERLOCKS WHERE SHOWN. �4 TABLE 3: PANEL DLO, FRAME/FINISHED OPENING WIDTHS tV LYNN or c� No. 58705 0 .<,p 0 Q3:2i n =02, A 44 zLdw 2 2 STATE OF C, LL' o-.-2 z > m O� 0NAl-,\0\ llojw Finished Frame Width (in) D! 0 Iffidth conIg-ti- 33,438 39.438 43.438 46,201 4T438 49,438 41838 1P2T >F 39.58 4558 49,58 52,34 $3.58 55,58 57.58 2P2TXO, OX M 84.00 96,00 104.69 109.53 112,00 116.00 120,00 2P2T)0Q9 7798 89,98 97,98 10150 105,98 109,98 11198 2P2T P)q)P 77,50 89,50 97.50 103.02 l4i5-50 109.50 -113 5-0 3F12TOW 128.32 145.32 158.32 168,60 170.32 l79:32 182.32 3P3T)= 122A0 140.40 152A0 160.69 164.40 170,40 17&40 3p3T 116.38 1 134,38 1 146.38 154,66 158.58 164.38 170.38 4P2TI'll 1�yl I29 s 217,39 222.34 23. 1 238,34 4P2 .�3 29 205.34 210,29 218.29 N' 22 4P4T >0= 160,80 4,80 li'18,78 20 1211.85 1 1 2� W5 4 T)ODOP 154,78 1 194.78 1 205,83 1 21078 1 218.78 228.78 CONFIGURATION NOTES: 1) SINGLE EXTERIOR POCKET CAN BE EITHER LEFT OR RIGHT. 2) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. DATE: 04/08/2020 SCALE: NTS BY: E KOSS DRAWING #: SGD6000LMI - 56" SHEET: 2 OF 9 - 1-3/16" MIN, EMB. TYP. SEE NOTE 1 SEE NOTE 2 C IA 7 30 10 7 14 G K 5 K G 4 1 C X (T) 14 JL 41 41 4411 41 1-1/4" MIN. EMS. TYP. HORIZONTAL CROSS SECTION 332X SUCK CONSTRUCTION HIM 999im- r-2� HORIZONTAL CROSS SECTION K��3 INTERLOCK i" MIN. EMS. TY OPTIONAL EMB. TYP. 1-4--� HORIZONTAL CROSS SECTION /'-5-'} HORIZONTAL CROSS SECTION �,V 2X BUCK CONSTRUCTION ,V 2X BUCK CONSTRUCTION —3-'\ HORIZONTAL CROSS SECTION 3 STEEL STUD CONSTRUCTION SEE NOTE 5 MIN. EMS. TYP. HORIZONTAL CROSS SECTION MULLION (OFFSET BUTTSTILE) 2" MIN. EDGE DIST — 1-1/4" MIN. EMB. TYP. E C 1A —9-t HORIZONTAL CROSS SECTION IX BUCK TDONSTRUCTION SEE NOTE 4 rj-o--� HORIZONTAL CROSS SECTION K! �MASONR�YCONSTR5`CTION SEE NOTE 5 LYNN ........... LtGEN 's No.58705 0 m to I -14 OLL6 Z Ldw lo/I 020 LLI STATE OF F- "40R0 z z I z ONA'L I �00 HORIZONTAL CROSS SECTION 3 ASTRAGAL (T 3 ) �� HORIZONTAL CROSS SECTION KS NOTES: 1) INTERLOCK REINFORCEMENT SCREWS, G & K, ARE LOCATED 3" FROM EACH END THEN 14.5. ON CENTER. 2) FIXED PANEL IN JAMB SCREWS, G, ARE LOCATED 8- FROM EACH END AND THEN 4 MORE EQUALLY SPACED (6 TOTAL) 3) FIXED PANEL IN MULLION SCREWS, H, AND FIXED PANEL IN ASTRAGAL SCREWS, P, ARE LOCATED 6"FROM EACH END AND THEN 12- ON CENTER. 4) FOR INSTALLATION INTO IX BUCK CONSTRUCTION, BUCK TO CONCRETE ANCHORS (IF USED) MUST BE AT LEAST 4- FROM PRODUCT INSTALLATION ANCHORS THRU IX BUCK INTO MASONRY AND FOLLOW MASONRY ANCHOR REQUIREMENTS FROM TABLE 3. APPLIES TO ALL FRAMES. 5) STEEL STUD AND DIRECT TO MASONRY APPLIES TO ALL FRAMES - SEE SECTIONS ABOVE AND SHEETS 6-8 FOR ANCHORAGE FOR EACH FRAME TYPE. (2T, 3T, 4T) 01 JBSTRATE wCi > m m U) W ii or w T-- ui 0 :D 2 (D 0 � 2 '6 00 z 3 0 U) 0 p 0 0< cn LU 0�2 Uj U) of U) ry < z 0 0 0 C) N U) 5 rx�w W 3: 0 0 < co X a Z —i- C6 0 zLL 0 O U) IL 0 Lu 0 55 Lu co 0 O < DATE: 04/08/2020 SCALE: 1:4 BY: E KOSS DRAWING #: (4) SCREWS PER SGD600OLMI - 56" CORNER DETAIL CORNER KEY SHEET: 3 OF 8 iV LYN/V /, o 1" NOM. ° o 3116" ANNEALED GLASS - 0.090" SAFLEX PVB OR SG INTERLAVER DOW 983 No 58765 n. O or r� 3/16" ANNEALED GLASS— BACKBEDDING% w m > z 0 0 , `:' 0 o 3/8" AIR SPACE— >;':. w= 44, 3l16" TEMPERED GLASS — ` STATE OF g D > � EXTE.- 7/8" NOM. �LdRtCTI`,.. Z o 0 o o // ,$ , � Z CD GLASS BITE tj J o w �p I 3 VERTICAL CROSS SECTION $ VERTICAL CROSS SECTION ALUMINUM 4 2X BUCK CONSTRUCTION 4 2X BUCK CONSTRUCTION SPACER F D F F FAD F SETTING BLOCK n > CONFORMING TO GLAZING DETAIL F '' FBC SECTION ° Q J (!) H m U) W 2411.3.3.1. U) w - Z n 15 U O K y Z w Lu 1 VERTICAL CROSS SECTION 0 0 Z 0 co 4 2X BUCK CONSTRUCTION --- 0 Z p 0 D L O z o 0, H SEE SHEETS - Of � U >y U) � E FOR ANCHOR TYPE m m U BASED ON SUBSTRATE O Q z � B DETAIL 1: ANCHOR U O U Q ® d THRU ANTI -LIFT BLOCK cc o w W '2 SEE NOTE 1 co > z - 1 i 15 SEE NOTE 2 AND DETAIL 1 (1 m w 10 C6 ,�, 41 �J 3 7 j� O LL Z TYP. 10 1 O 9� 18 U)) H w 41 17 0 U 25a. Q zo m f SEE NOTE 2 GP 12 z 0 0 LU 11 w m U jam, J SEE NOTE 3 tL 0 E J SEE NOTE 3 N J SEE NOTE 3 ¢ 0 0 2 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION 6 VERTICAL CROSS SECTION d. 4 MASONRY CONSTRUCTION 4 MASONRY CONSTRUCTION 4 MASONRY CONSTRUCTION DATE: 04/08/2020 NOTES: SCALE: NTS 1) FIXED PANEL SCREW INTO HEAD AND SILL, G, LOCATED 3" AND 6" FROM JAMB AND THEN 6", 9" AND 12" FROM THE INTERLOCK. 2) ANCHOR THRU ANTI -LIFT BLOCK (ITEM #15) NOT SHOWN FOR CLARITY. REFER TO SHEETS 6-8 FOR ANCHOR TYPE. BY: E KOSS 3) FLAT HEAD ANCHORS MUST BE USED IN SILL, ALL OTHERS INTERFERE WITH ROLLER TRACK. DRAWING # 4) FOR INSTALLATION INTO 1X BUCK CONSTRUCTION, BUCK TO CONCRETE ANCHORS (IF USED) MUST BE AT LEAST 4" FROM PRODUCT INSTALLATION ANCHORS THRU 1X BUCK INTO MASONRY AND FOLLOW MASONRY ANCHOR REQUIREMENTS FROM TABLE 3. APPLIES TO ALL FRAMES. SGD6000LMI - 56" 5) DIRECT TO MASONRY APPLIES TO ALL FRAMES. SHEET: 4 OF 9 STIrt LE 4" MIN. TYP. 4"MIN. TYP. --® 6" MAX. TYP. - --I ADD -A -TRACK EXTERIOR EXTERIOR SEE NOTE 4 6" MAX. TYP I ���� �_ ft UF 2X BUCK 18" MAX. � JJ DIRECT TO MASONRY O.C. TYP. um IX BUCK t UT STEEL STUD 11,5"MAX, O.C. TYP. HEAD & JAMB TYP. -r— -� ADD -A -TRACK L L'2X BUCK M DIRECT TO MASONRY N 1X BUCK T STEEL STUD THRU LIFT BLOCKS TYP. TYP. 61�� LYN/V/1, In Ct t 0,0 STILE STILE No. 58705 n15 TY P. o: z azwa U ;1' 0' 'z 101 16 12, Q2 /ij -0 STATE OF 2) uj "ZORI W 5 //'/0 < 6" MAX. TYP. 0 0 ci > U) Lu Z 0 cr 0 0 uj F WOOD 0 z uj 00 F 2XBUCK J CONCRETE j DIRECT TO MASONRY T STEEL STUD U) 0 a: 00 i� 0 0 < 0MJ 1X BUCK U) LU 0 z cr (0 co T STEEL STUD I UJ < w 0- Z) a� u- c') 0 0d HEAD & JAMB TYP. 14.5'MAX. Cy CD a� LL U) CL 3: :E O.C. TYP. cooC)0 LU z ( ct STILE STILE STILE FRAME ANCHORAGE DETAIL NOTES: 4T SLIDING GLASS POCKET DOOR 1) ANTI -LIFT BLOCKS (ITEM #15) REQ'D ABOVE ALL ACTIVE PANELS (X). 2) STAGGER ANCHORS ABOUT INTERLOCK CENTERLINES - MIN. 4- O.C., ANCHOR THRU ANTI -LOCK BLOCKS AT HEAD. 3) FOR BYPASS ANCHORAGE, DISMISS THE CLUSTERS NEAR THE POCKET (SHOWN ON RIGHT) AND REPLACE WITH END CLUSTERS (SHOWN ON LEFT) 4) CLUSTER ANCHORS MUST GO THRU THE ADD -A -TRACK WHEN THERE IS AN OPERABLE PANEL PRESENT IN THE ADD -A -TRACK. 8 1 SEE 3 DOOR POCKET BY OTHERS DATE: 04/08/2020 SCALE: NTS BY: E KOSS DRAWING #: SGD6000LMI - 56" SHEET: 6 OF 9 V LYN/v STILE STILE FPS, 0gall No, 58705 O__I�e I Rev LL . _3 "jag 'it. 15 TYP. 4A_ 4" MIN. TYP. 6" MAX. TYP. 1STATE 0/16/23OF 20 4j Z' 0z—��O ��w 4-- LU Lu a z Z z EXTERIOR EXTERIOR fUl 6" MAX. TYP. rr 0 0 > 6' MAX. TYP _1 U) U)tt < lu F WOOD 0 z 00 F 2X BUCK L 2X BUCK r F 2XBUCK j CONCRETE IT 0 (D U) z 18"MAX� j DIRECT TO MASONRY M DIRECT TO MASONRY M DIRECT To MASONRY J DIRECT TO MASONRY DIRECT To MASONRY T STEEL STUD Fy Ob Y) 0 0<0 O.C. TYP. M 1X BUCK N 1X BUCK JXB C JX C M 1XBUCK 0, U) H; �Lj Z T STEEL STUD T STEEL STUD STEEL T STEEL STUD ry < U) w w 0- 11.5"MAX, Ou < O.C. TYP, HEAD & JAMB TYP. THRU LIFT BLOCKS TYP, HEAD & JAMB TYP. 14.5" MAX. C) ti (D O.C. TYP. (0 z 8 21 SEE 3 T 7-- 0 LL z 0 Typ DOOR POCKET BY OTHERS L) CO ri) uj I T_ 0 C, 0 ui cc O 6"TYP. 6"TYP. EXTERIOR It TYP. C, STILE STILE DATE: FRAME ANCHORAGE DETAIL SCALE: NTS NOTES: 3T SLIDING GLASS POCKET DOOR BY: E KOSS 1) ANTI -LIFT BLOCKS (ITEM #15) REQ'D ABOVE ALL ACTIVE PANELS (X). 2) STAGGER ANCHORS ABOUT INTERLOCK CENTERLINES - MIN. 4' O.C., ANCHOR THRU ANTI -LOCK BLOCKS AT HEAD. DRAWING 3) FOR BYPASS ANCHORAGE, DISMISS THE CLUSTERS NEAR THE POCKET (SHOWN ON RIGHT) AND REPLACE WITH END CLUSTERS (SHOWN ON LEFT) SGD600OLMI - 56" — — -------- - SHEET: 70F9 t 1f�t2i 4ti tlJl/l `� 'C�`:• , 10ENS$ >- ° o L L L o o, C9 �' STILE STILE STILE No58705 4" MIN. TYP.� = O w m o O :)t 020 Gj 1011STATE OF 4r z ° z C 6" MAX. TYP. C7R ., to a ? J EXTERIOR I fExTERIOR 6" MAX. TYP. 0 6" MAX. TYP. m z w i On-, w 0 O a) 14" MAX. F 2X BUCK L 2X BUCK F 2X BUCK O O.C. TYP. J DIRECT TO MASONRY : M DIRECT TO MASONRY J DIRECT TO MASONRY co z O o !i M 1X BUCK N 1X BUCK M 1X BUCK Lll T STEEL STUD T STEEL STUD T STEEL STUD Ill w LL U HEAD &JAMB TYP. THRU LIFT BLOCKS TYP. HEAD &JAMB TYP. o � CL c�0 c N zoo �TYP. 1 J 17YP. STILE NOTES: 1) ANTI -LIFT BLOCKS (ITEM #15) REQ'D ABOVE ALL ACTIVE PANELS (X). 2) OXXO SHOWN, ANCHORAGE SIMILAR FOR OXO, OX AND XO. STILE STILE FRAME ANCHORAGE DETAIL 2T SLIDING GLASS POCKET DOOR v_ Z O U i U w U) i < w Q U � O � d Z o uj O J N [0 R LL 06 o j iu N 4 O o Q DATE: 04/08/2020 SCALE: NTS BY: E KOSS DRAWING # : SGD600OLMI - 56" SHEET: 8 OF 9 C 114" MAX SHIM SPACE D 1/4" X 2-314- ELCO ULTRACON OR ULTRACON, CONCRETE SCREW E MASONRY - 30W PSI MIN CONCRETE CONFORMING TO ACI 301 OF HOLLOW BLOCK CONFORMING TO ASTM C90 F #10 X 2" PPH SMS * #8 X T" PPH SMS * #10 X2-1/2"PPH SMS 1 1/4" X 2,1/4" ELCO ULTRACON OR ULTRACON, CONCRETE SCREW K #8 X 112" PPH SMS #10 X 3" PPH SMS M 1/4!' X 3-1/4" ELCO ULTRACON OR ULTRACON+ CONCRETE SCREW N 1/4" X 3-3/4" ELCO ULTRACON OR ULTRACON+ CONCRETE SCREW P #8 X 1-1/2" PPH SMS T rto #111-1(3 PH SELF -DRILLING SIMS (3 THREADS MIN TFRU STUDI STEEL STUD MIN THICKNESS 0.056" (ASTM A653 GRADE 50, FY=50 XSI MIN., FU=65 KSI MIN.) FRAME - 2T CAP (JAMB COS OCK .P (THRESHOLD; STILE/RAIL RSUPPORT IRCEMENT(LOC IANEL SUPPOR- RTRACK '4FORCEMENTO _T OUT BLOCK ARD SILL RISER =a WOOD 6.928 WOOD STEEL F080 080 J� .05 C El I R CONCRETE STEEL a 1. 88 STEEL ___JL_L --- JL--IIJL--J STEEL .813 `\"'o LYNAt "1 0 Al o CO No.58705 Z LLj 03 n =00,2 z" 7� 0 STATE OF w Co Uj �, 1, ' ZONAL 1, o 1011110 STEEL 2.265- 0 STEEL 2..861 ---4.598-- 4.552 0 STEEL A56 0 > 2 =!j I U) STEEL .080 1.. 98 U) cc F f- M . 88 W LU STEEL 1 < z ( 5 1. 51 2.168 1 0 c� PVC i=lllrn 11 .07 0 8 LU PVC .060 PVC z 2 00 PVC 0 LL c/) 0 ADD -A -TRACK O3 GLAZING INTERLOCK 21 HOOKSTRIP 29 DOUBLE INTERLOCK (HOOKSTRIP) 0 � co PVC BEAD _j 0 0 5063-T5 U) 6W3-T5 1754 Wm Kco co LU fr PVC -1.833- ry z U) 6063-T5 0 0 18 LU 0� LL 6065-T5 1.082 U) o 0 ':[ 255 0 W CL 080 F� 0 83 • 1 30 08702J 1 �25 ft 25 .06 1 125 .3-TI [.62J 0 x W U Q0 w z ALUM rT5 '_T' ROLLER FIXED PANEL @ ROLLER TRACK ANTI -LIFT @ HOOKSTRIP FRAME CAP m w SUPPORT SUPPORT FLANGE 25 IROLLER ASSEMBLY STEEL 26 REINFORCEMENT - MULLION (SMALL) 6063-T5 27 CORNER KEY i PVC 29 DOUBLE INTERLOCK (PANOL TO HOOKSTRIP) 6063-T5 30 LOCK AND HANDLE 31 STRIKE PLATE 39 SCREW COVER (HOOKSTRIP) PVC 40 ASTRAGAL 6063-5 41 WTSP_187 290 Poly Fin 42 WTSP, 0,8125'x 0.875'x 4",,Vy Pad (TOP/BTM RAIL) THE APPROVED WHITE, RIGID PVC EXTERIOR EXTRUSIONS FOR DOORS ARE TO BE PRODUCED BY EXTRUDERS' LICENSEES UNDER "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS*. (B FRAME -2T @ MULLION @ FRAME - 3 ,87 (15 2 U. 850 z .1351 0 543 —1,523 1.143 1 1 On ?5 3 J .095— 1�t 14 LLJ "o 21 F Lu 1 25 < j 1 0 c .10 EL 24 .543 REINF. REINF. @ SILL MULLION MULLION RISER 0 CAP SILL CAP &5 0M LU m 0 —1.293— —.543 Q� I 1'- 0 4.00 1.745 1 .09 — �070 �070 < 2.150 2.135 2.48 3. 35 21, Ll I SCALE: 10:1 .09 .281--- BY: E KOSS PANEL 10 REINF. 14 HD REINF. @ SILL RISER 19 HIGH DAM 40 ASTRAGAL DRAWING #: STILE/RAIL COCK STILE, INTERLOCK 2.81 " TALL SILL RISER TOP/BTM RAIL W/CAP 4"TALL SGD6000LMI - 56" W/CAP SHEET: 9 OF 9