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HomeMy WebLinkAbout21-3382City of Zephyrhilis 5335 Eighth Street 11 2 Zephyrhills, FL 33542 BAR-003382-2021 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 12/22/2021 REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. mflr�M 11111111111111! 1 111 ill I III! I � I �i I I! I III I I I I 1 111 1 1111 "1 Ill =111w�Mii Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. .......... CONTRACTOR SIGNATURE PEPT OFFICE 0 THOUT APPROVED INSPECTION 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received Phone Contact for Permitting 1( 4*14tts4l Owner's Name Peter Jordan Owner Phone Number Owners Address 1 37408 Teaberry Loop Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 37408 Teaberry LOT # 90 SUBDIVISION Wedgewoo I Manor Phase I & 11 PARCEL ID#1 10-26-21-0120-00000-0100 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT SIGN DEMOLISH R INSTALL REPAIR PROPOSED USE O SFR Q COMM OTHER TYPE OF CONSTRUCTION O BLOCK FRAME STEEL DESCRIPTION OF WORK Remove and replace 8 windows and 1 sliding glass door size for size BUILDING SIZE SQ FOOTAGE HEIGHT =BUILDING $ 14999.00 I VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL Mam= =MECHANICAL =GAS 0 ROOFING = FINISHED FLOOR ELEVATIONS AMP SERVICE PROGRESS ENERGY VALUATION OF MECHANICAL INSTALLATION SPECIALTY = OTHER FLOOD ZONE AREA =YES NO W.R.E.C. BUILDER COMPANY FN.WS.. IT Window Solutions (Glenroy Bentley) SIGNATURE ^^ REGISTERED Y/N FEE CURREN Address 10741 Crossroads Commerce Blvd. Tampa, FL 33610 1 License# I CGC1527820 ELECTRICIAN COMPANY = SIGNATURE REGISTERED Y/N FEE CURREN N Address License # PLUMBER COMPANY SIGNATURE REGISTERED L_Y_LN _J FEE CURREN L_Y_LN_j Address License # MECHANICAL COMPANY = SIGNATURE REGISTERED Y/N FEE CURREN LI±N J Address License # OTHER COMPANY = SIGNATURE REGISTERED Y/N FEE CURREN I Y/N Address License # I *111114191 11111 a will It I fill 111111 glitaut t S#1 I I as till 19,1111 19a 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 w/ Silt Fence installed, Sanitary Facilities & 1 dumpster, Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. -PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required, (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 property licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers -Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency -Asbestos abatement. Federal Aviation Authority -Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone 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 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. FLORIDA JURAT (F.S. 117 OWNER OR AGENT Subscribed and sworn to (or affirmed) before me this by Who is/are personally known to me or has/have produced as identification. Public Commission Subscribed an swor or ff pied) before me this by � Pa C Ga i Who is/are personally known to me or has/have produced as identification. Commission Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped Public Generatized Building Schematic ' 3 �4� 4 t 4 GROI 2� 4 3 137 s Z. t EQUAL SPLIT SASH MAXIMUM UI DESIGN PRESSURE UNIT BLABS DOUBLE STRENGTH 366 STANDARD L W- CLEAR CLASS I COLONIAL=[2VI HI WHITE GRIDS FLAT HAL SCREEN FLORIDA 13P IN ORMATIf NAL-[+65 -751 FLORIDA PRODUCT APPROVAL #=[16851 21 SOLAR HEAT GAIN=10.181 U VALUE=[0_ 8[ VISIBLE LIGHT=[0.42[ WIN 4. KITCHEN � 4 9400 NON-Il PA& SINGLE HUNG 1 17 314 W X 49 114 I [ WHITE FINIFLANGE THROUGH FRAME INSTALLATION EQUAL SPLIT SASH MAXf lUM DESIGN PRESSURE UNIT GLASS DOU L STRENGTH z 366 STANDARD LOW-E � CLEAR CLASS Ct LONIAL=[iU1H[ WHITE GRIDS I FLAT I HALF SCREEN FLORIDA IMP INFORMATIONAL=[` 65 f -75J I FLORIDA PRODUCT APPROVAL -,[16851 -2L SOLAR HEAT CAIN-[6,18 I U VALUE=10,28[ 1 S VISIBLE LIGHT=[Q.42[ WIN 6, KITCHEN' 1 VW021 W23,,42 AID 2 of 4 1 51 lf2WX49 11' tAME INSTALLATION SASH SIGN PRESSURE � 366 STANDARD LOW- GLEAM GLASS COL NtAL=(3 1H s WHITE GRIDS FLAT HALF SCREED � FLORIDA OIL INFORMATION'AL=[+50 1 -501 FLORIDA PRODUCTAPPROVAL #=[I6851_ ) SOLAR HEAT GAIN=(0.181 U VALUE=(0, ) VISIBLE LIGHT=[[, i WIN 6, LIVING ROOD 6 9500 OXtXO NON -IMPACT HORIZONTAL 2 71 112 W X 49 112 H ROLLER WHITE FtNIFLANGE THROUGH FRAME INSTALLATION SLIDER XO UAL SPLIT SASH STANDARD DESIGN PRESSURE UNIT GLASS DOUBLESTRENGTH 366 STANDARD LOW- GLASS CLEAR I L 3 3 p'�}y L NIAL=12V'3 ~�j 1 WHITE GRIDS FLAT DALE SCREEN E �"L� gi���#IDA gq �} p DP 8i'FT�V3` MATT NACw=[4-4 1 FLORIDA PRODUCT APPROVAL ROYAL 1 fa _ 1 { SOLAR HEAT =[0.11 a g §gy {GAIN I VISIBLE LIGHT=[0,431a WIN 7 & 8, LIVING ROOM i 111 1 021 M23,,42 AM 3 of SGD t, LIVING ROOM, TPATOTALS, 9 SUBTOTAL: FLORIDA %o: TOTAL: � "M BCIS Home Log In �' User Registration = Hot Topics Submit Surcharge Stats & Facts Publications Contact Us E BCIS Site Map t, Links Search r -W'ProduCt Approval P USER: Public User Z o Pro j"t_Approval Meng > Product or AQQlIcatior. _pjL > ag rch Lp ciLion List > Application Detail ,a _ 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@rwbidgconsultants.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 �-3 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 1. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL16851 RIQ COI (,g,) Qe[tiftatg of IndgQgndg—nC-e_pd_f Standard -yp-a—r AAMA/WDMA/CSAI0I/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 E uiv of Standards gi,).p�df Sections from the Code Product Approval Method Method I 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 T FL # Model, Number or Name Description I 4) 0 Page I / 2 0 0 16851.1 a. 9400 Single Hung Window Extruded Vinyl "Non -Impact" Single Hung Tilt Window New Construction with Nail Fin (O/X - configuration) Limits of Use I Installation Instructions Approved for use in HVHZ: No FL16851 R10 II (f} ITst 16851,1.pdf Approved for use outside HVHZ: Yes j Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A i Evaluation Reports Other: See INST 16851.1 for Design Pressure Ratings, any FLI 6 (f) 1 8 1 l.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16851.2 b. 9400 Single Hung Window Extruded Vinyl "Non -Impact" Single Hung Tilt Window with Flange (O/X - configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16851 R10 11 (f)_LQg_jka5"0_f 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 i FL16851 RIO AE (f) Eval 16851.2. Off additional use limitations, installation instructions and product 1 Created by Independent Third Party: Yes particulars. 16851.3 c. 9450 Single Hung Window 1 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 FL16851 R10 _1I (f)_Ln5t 16851 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 16851.3 for Design Pressure Ratings, any i FL16851 RIO AE (f)_Eval _1k851jpdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. i 16851.4 d. 9450 Single Hung Window Extruded Vinyl "Impact" Single Hung Tilt Window with Flange (O/X - configuration) Limits of Use 1 Installation Instructions Approved for use in HVHZ: No FL16851 RIO II_(f)_j05LL0_514 pdf 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 I FL16851 R10 AE (f) _Eyal_lj6851.4. pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16851.5 e. 9450 Single Hung Window Impact s 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 FL1 68 RIO I (D_1DaLL&_5 1­ 5—. Pff 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 16851.5 for Design Pressure Ratings, any FL16851 RIO AE (f) Eval 16851.5aaff additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16851.6 f. 9450 Single Hung Window Impact I Rated - HVHZ Limits of Use Extruded Vinyl "Impact" Single Hung Tilt Window with Flange (O/X - configuration) I'll, ... . . ............ .................. Installation Instructions ``���*sgysy rf f`sgs ®+' •...NewSouth 4/ 4 �' c t �_C> gtyc' d �-z 12mx SEE CHART FOR MAX. OVERALL FRAME WIDTH z �' �` � 0090 WINDOWSOLVTI�{V'VV }��ffq .... j '•.. •• `1��' j O (tea p U. cnv � _m 0 x 0 zm°♦� / N m 04 o a E. N ' a z £ _ Lj 9400 Single Hung Window o4 W Flange 9 ¢ U Z oz i < IWO GENERAL NOTES z _ 0 d 7. This product has been evaluated and is in compliance with the 7th Edition (2020) 4 o Florida' Building Code (FBC), excluding, the "High Velocity Hurricane Zane" y a a (HVHZ). y } of>JJm 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. / EE a m 3. When used in areas requiring wind borne debris protection, this product is o 0 0 required to be protected with an impact resistant covering that complies with z FBC Sections 1609. i .2 & R301.2.1.2. o w is N O n£!1 t~4 d,ti l 7 4. For 2x stud froming construction, anchoring of these units shall be the some as Q w Q a J F that shown for 2x buck masonry construction. � 4 a ew�a 5. Site conditions that deviate from the details of this drawing require further Q Q a o 6 engineering analysis by a licensed engineer or registered architect. 2, a a % z z 4 3 z TABLE OF CONTENTS DESCRIPTION Typical elevations, design pressures & general notes Vertical & horizontal cross sections R Vertical & horizontal cross sections Buck & frame anchoring Components Bill of materials and glazing details 2 o DATE. 2119114 °z sMEN.7JK 3 Dwc. BY: JK m CHH. B, LFS DRAWWO Na.: R v FL-16851.2 0 0 3 NOTE: Sheet Metal Screws must a w®�� penetrate a min. of 3 threads ®; = K through at least 2 sheets of metal. Ems— M _• yy 0; � ` z O 18 4 Q 1 2 21 �>�o a }'' •., 2 1 v 2 INTERIOR ®� t'1 N "f z �t 'J ce ii' z dw 2 z O O /+ ® v 0 x z C 8 Np v E0 =M 0 00. m a .* Ma:aE U. C CD— C C O , E 0 z c ti 2 0 (? x 3 14 d 12 11 SEE NOTE 1 3 0 oz 2 G1 EXTERIOR G1 O 10 o z = Cow 4 HORIZONTAL CROSS SECTION ZD M -'d 3 2 Metal Stud Construction Q w 2 a v� Nate: 3 Q U 1, Lock and keeper located i from each end of lock/meeting rail. t) b 7 a 1-1/4" MIN. 9 20 TYP} INTERIOR C— j - m EMB. (TYP.) t A) G1 0 4/ m m $ os EXTERIOR 8 C, C C 1 INTERIOR 1 2 13 N 18 4 4 18 a 94 _Z C3 (� O 21 24 wwOzw a 21 �N?ZF 2y h V1 (p 4 h Ll C nd � - ¢ z wow 4• ° �JL_J v o d ad < N N .-tDW 2 Q ' O O� h 7— a c h. N3 4 tIi tp � W 3 n MN^o z a � U G� DATE: 2119114 z Q EXTERIOR Q 3 VERTICAL CROSS SECTION sc!u NJ S. o GI 1-1/4" MIN. 2 2X Buck Maso Construction @ Head DWG. BY: Jl{ 2 1 2 EMB. (TYP.) Masonry Install n on SDI cHK. BY, LFS 3 E 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SEC77ON DRAMNO NO, $ 2X Buck Masonry Construction 2 I Buck Masonry Construction v FL-16857.2 a [i SHEET _L OF 6 z a. No I . Lock and keeper located 7" from each end of lock/meeting rail. I-IleMIK EMB. (TYP.1 rl � HORIZONTAL CROSS SEC71ON 3 2X Buck Masonry Construction NOTE, Sheet Metal Screws must penetrate a min. of 3 threads through at least 2 sheets of metal. INTERIOR EXTERIOR � J Metal Stud Construction t5o PSF MAX. DESIGN PRESSURE FOR ALTERNATE ANCHORING LOCATION SHOWN ON THIS SHEEr INTERIOR EXTERIOR 1-114'MIN, EMB. (TYP.1 2 HORIZONTAL CROSS SEC77ON �,$ I X Buck Masonry Construction r3-'\ VERTICAL CROSS SEC71ON 2X Buck Mos.= Construction @ Head Masonryinst to on lu I, 08 o it LE: N.T.S. BY. JK BY.. LFS Nm NO.: FL— 16851.2 T. 3 or 6 2 z 3 EQ. SPACES ( (TY; TYP-) L . SASH 2X SUB BUCK MASONRY iY OPENING TYP. SASH BUCK ANCHORING CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min edge distance to mortar joints. Z Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded 3. Concrete anchor table. ANCHOR ANCHOR: MIN, MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE',: EMBEDMEII TO MASONRY TO ADJACENT ANCHOR, ITW 1/4" 2" 4r TAPCONO ELCO 4" ULTRACCN6 WOOD SCREW INSTALLATION NOTES: 1, Maintain a minimum 516'edge distance. I end distance. & I O.C. spacing of wood screws to prevent the splitting of wood. M. 2X BUCK MASONR' OPENING FRAME ANCHORING (SEE SHEET 2) SASH SASH L 2X BUCK D IXBUCK FRAME K STEEL STUD 2X BUCK - MASONRY OPENING FRAME ANCHORING ALTERNATE ANCHORING (SEE SHEET 3) (MAX. D.P. = 50 PSF) ............ A: t to! 6 z SASH SASH LE N.T.S. BY.. JK BY. LFS ANG NO, FL— 16851.2 V -4-- 0 -,§.- 2.67, -� I 4C ED VRAME 24' (i)M££fING RA � 0,391, 1.63" F-) Li ci -o CD 0.07-1 0.071, 0.94" 0.94- LOCK RAIL 0.09, 0.09, vV 0.045' 0,8. ---i f • 1,67-1 -1 0.51" Q� 0.07" CD 0.94' (Dng 0 V lull won :'I > Z* x 0 a o Z t 0mean 56.w =M 1,6 5 Z C 0 a:bi aUa� cl 0 E: 2/19/14 z 0 kLE: N.T.S. BY, jw 0 C. BY.. kwitm ND­ FL- 16851.2 0 .Er 5 oF 6 13CIS Home i Log In User Registration . Hot Topics Submit Surcharge Stats & Facts Publications Contact Us � BCIS Site Map �! Links Search Product Approval USER: Public User Esr-d-u4t—Approval Menu > ProductorSearch > ua!iozin —List > Application Detail FL # FL16842-R7 Application Type Revision Code Version 2020 Application Status Approved Comments Public comment: SMI glass does not comply wl 2411.1.11. 11/18/20 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 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 Lyndon F. Schmidt, P.E. 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 1. King, P.E. V11", Validation Checklist - Hardcopy Received Certificate of Independence FL16842 R7 QQJ ffl_Certificate gf Indepndence.pdf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA1 Ol/I.S.2/A440 2008 AAMA/WDMA/CSAI 0 1/1,S.2/A440 2005 AAMA/WDMA/CSAI Ol/I.S.2/A440 2011 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2005 ASTM E1996 2009 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FLI6�U Equiy of Standards b),pdf Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page 0 FL # 16842.1 Model, Number or Name Method I Option D 10/28/2020 11/04/2020 11/05/2020 12/15/2020 �_, 1=1 0 0 Page 1/ 20 0 a. Series 9000 Model 9500 Slider XO Extruded Vinyl "Non -Impact" Horizontal Sliding Window utilizing a Nail Fin Installation (XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No j FL16842 R7 II (f)jnst 1 42 1 p f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, RE, 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 16842.1 for Design Pressure Ratings, any EL142 R7 AE f)_EyW_j&_4Z_1 additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. I 16842.2 b. Series 9000 Model 9500 Slider XO Extruded Vinyl "Non -Impact" Horizontal Sliding Window with Flange Installation (XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R7 11 (f)jag 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 16842.2 for Design Pressure Ratings, any j FL16842 R7 AE (f) Eval 16842.2.p additional use limitations, installation instructions and product j Created by Independent Third Party: Yes particulars. 16842.3 c. Series 9000 Model 9550 Slider XO Extruded Vinyl "Impact" Horizontal Sliding Window utilizing a Impact Rated Nail Fin Installation (XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R7 II f)_jn5L1ka42 3,p� 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 16842.3 for Design Pressure Ratings, any FL16842 R7 AE g,)-Evdl 1ka42.3.pdrf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 1 16842.4 1 d. Series 9000 Model 9550 Slider XO 1 Extruded Vinyl "Impact" Horizontal Sliding Window with Flange I Impact Rated 1, Installation (XO or OX configurations) Limits of Use Installation instructions Approved for use in HVHZ: No FL16842 R7 II (f) df _InsL 16.842 4.pgr Approved for use outside HVHZ: Yes 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 16842.4 for Design Pressure Ratings, any FL16842 R7 8E J g.)_fydjA�42.4.pgff additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.5 e. Series 9000 Model 9550 Slider XO Extruded Vinyl "Impact" Horizontal Sliding Window utilizing a I - Impact Rated - HVHZ Nail Fin Installation (XO or OX configurations) Limits of Use i Installation Instructions Approved for use in HVHZ. Yes FL16842 R7 II (f) Inst 16842.5.pdf 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 16842.5 for Design Pressure Ratings, any j FL16842 R7 AE g.)_fvW_jk_Q42.5.p f additional use limitations, installation instructions and product j Created by Independent Third Party: Yes particulars, 16842,6 f. Series 9000 Model 9550 Slider XO Extruded Vinyl "Impact" Horizontal Sliding Window with Flange -,PNewl wimninv A� OWTIONS 7 Senoes 9000 Model 9500 2 SLIDER XO wl Flange 'WON-impAcr, GENERAL NOTES I This product has been evaluated and is in compliance with the 7th Edition (20201 Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 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 I 75'MAX. OVERALL FLANGE WIDTH 74" MAX. OVERALL FRAME WIDTH < 0 X X 0 2 3. When used in areas requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301,2.1.2. LL 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. z 5. Site conditions that deviate from the details of this drowing require further engineering analysis by d licensed engineer or —architect. T,+.—A z 6 TABLE OF CONTENTS SHEET# DESCRIPTION I Typical elevations, design pressures & general notes 2 Vertical & horizontal cross sections 3 Vertical & horizontal cross sections 4 Buck & frame anchoring 5 Components 6 1 Bill of materials and gia2ing details :MAX OVERALL MAX. OVERALL MAX MAX DESIGN PRESSURE FLANGE DIMENSION FRAME DIMENSION DAYLITE DIMENSION (OPERA8LE) DAY LITE DIMENSION (FIXED) GLASS TYPE (PSFj POS. I NEG. Gi +45.0 45.0 75.9'X 63.0" 74,0'X 620 33SX 56,31' 33.5"X57.75' G2 +55.0 -6 . I I 61.91X61.0" 60.9'X 600 1 26.5- X 54.31" 1 26.5- X $5.75" G1 +50.0 -50.0 tt Q C4 0 N 0 z 0 a a3 , X W o P C , 5 d o DL W M a: 1 o JSHEET _L0FL qj f� Not, 1, LC each end of I ockimeeting stile. 2. Metal roller assembly located Tfrom each end of the bottom rail. 3. Anffiff secured to head with (6) #6 x 1/2 " PPH SMS. 1-1/4"MIN. EMB. (TYP.) HORIZONTAL CROSS SEC71ON 2X Buck Masonry Construction —A NOTE: Sheet Metal Screws must penetrate a min. of 3 threads through at least 2 sheets of metal (maintain a min. 3/8!'edge distance). HORIZONTAL CROSS SECTION Metal Stud Construction 1-1/4'MIN. HORIZONTAL CROSS SECTION I X Buck Masonry Construction X. Z z R� z '5 0 n 4 -6, 0 o 0 x z 0 (L 4 Eui Fn F oz No SEE NOTE 3 5D < EXTERIOR (3) INTERIOR r3 "\ VERIICAL CROSS SECTION 2X Buck Masonry Construction 2 U- MTS. JK BY: LFS FL-16842.2 :Er 2 of 6 3� Note: 1. Lock and keeper located 7" from each end of lock/meeting stile. 2. Metal roller assembly located Z'fronn LL each end of the bottom rail. 3. Anti-fift secured to head with 3: #6. (6) 1/2 " PPH SMS. 1 4" MIN. EMB. "P.) NOTE: Sheet Metal Screws must penetrate a min, of 3 threads through at least 2 sheets of metal (maintain a min. 3/9'edge distance). 4 �\ HORIZONTAL CROSS SECTION Metal Stud Construction ALTERNATE ANCHORING LOCATION SHOWN ON THIS SHEET INTERIOR SEE NOTE I EXTERIOR HORIZONTAL CROSS SECTION 2X Buck Masonry Construction I-IMMIK EMB. (rYP,) HORIZONTAL CROSS SEC17ON I X Buck Masonry Construction 4 4 IN— ,%%. AXY 8 06M z Z' C;; .0 z c. w G1.a NM 6 co rtM W,T 0z -nB �w CP c SEE NOTE 3 EXTERIOR (,3) INTERIOR ri� VERTICAL CROSS SECRON �3 2X Buck Masonry Construction 9 85,N!141=51 1 16Z z ktN MA z E: 2/19/14 z LE: N.T.S. BY: JK M sy, LFS VANG FL— 16842.2 ro .Er 3 or 6 2XSUB BUCK MASONRY OPENING ,V'(TYP.) TYP. II Il 2X BUCK ANCHORING CONCRETEANCHOR 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. Z Concrete anchor Locations noted as "MAX. ON CENTER" must be Gaiwfed to maintain the min, edge distance to mortaMnfs, add tionof concrete anchors may be required to ensure the "MAX. ON CENTER"crimension ere not exceeded. 3. Concrete anchor table: a CLEARANCE MtN. CLEARANCE Ty I EMBEDMENT TOMASONIZY, EDGE To ADJACENT ANCHOR ffW TAPCON' '14" 1-114- 1 Z' 'CO ULTRACON WOOD SCRE I INSTALLATION 1. Maintain a minimum 5/8"edge dWonce, I"end distance, & I" o.c. spacing of wood screws to prevent the spitting of wood. G i� 4{TYP) (TYP) ITYP.) FRAMEp 2XBUCK 2XSUB D IXBUCK BUCK K STEEL STUD TYP. MASONRY OPENING { tv FRAME ANCHORING (SEE SHEET 2) FRAME--,,, L 2X BUCK 2X SUB D IX SUCK BUCK K STEEL STUD TYP. MASONRY 4y OPENING 5" (TYP.) 17."P.) to FRAME ANCHORING ALTERNATE ANCHORING (SEE SHEET 3) OZ zo on '0 t 0 j. 0 xgz x 9 ON E - i-sa 110 5 q 0& pi m O. a' idz u: Aul LE, N.T.S. BY: JK C. BY, LFS ANG NO.: FL— 16842.2 'u . 4 or 6 1.63" z • : z 0 °i• w QO r O 0.0O zvoM now w 0.067' —67' CD 0.OTu nom a�*. 0.07" 6 MEETING STILE ] LOCK STILE $ NANllLE STILE 0.7' C'i �— 0.74" cv V) J o o �-- o.o4s' A ---� T 0.09° Z o 2.69" I �j' F-- 0.8" 0.056' 1.47' z � o 3 FRAME & ci a Q 2 GLAZING BEAQ $ GLAZING BEAD � � Sl11 RISER a � � � y � �' y 0 m Z m O 1.67' --� N N O N 0 �-----j-- 0.51" TOP RALL � � � El 1.55" i,®?f _MEETING STILE REINFORCEMENT (4 LO0C.0K9SiiLE REINFORCEMENT ILER TRACK O� OO 0 � �MW nNO�µ nNma0.13" nj (0N" wQO IZ szss BODA�2/19/14 GZFmZ2I I---1.4T— scup N.T.S. BOTTOM RAIL °wG• B': JK ° 4 CHK. BY-. LFS aRnvmK; rao.: 't FL-16842.2 0 N iiisiidli BCIS Home Log In User Registration Hot Topics j Submit Surcharge i Stats & Facts Publications s Contact Us i BCIS Site Map links Search Product Approval USER: Public User Product Ap p or.. Search .L �IMen ?Iaqat —o, ApaLi,,,an > ��Qp tQn _L.OL _L_jst > Application Detail FL # FL31714-Rl 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 daniel 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 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, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL31714 RI COI Qe[LofIr j,d&Rg—ndg—nc&P,lj-f Standard AK YO r AAMA/WDMA/CSA101/I.S.2/A440 2011 AAMA/WDMA/CSA101/I.S.2/A440 2008 AAMA/WDMA/CSAIOI/I.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_ �'Fll_ # Model, Number or Name Description 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 SGD 6000 / Models 6250, 6350, 1 6450 & 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 SGD6000NS Wide PangI NI HV - QTC-KIrM DRW.piff Verified By: A. Lynn Miller, P.E. PE-58705 Created by Independent Third Party: No Evaluation Reports FL31714 R1 AE SGD6000NS Wide Panel NI HVHZ - ENG EYA-L.PLif Created by Independent Third Party: No Extruded Vinyl "Impact" Sliding Patio Door Installation Instructions FL31714 R1 11 5Gj26000N5 LN& n I LMI HV CTrNPn QRW.pjjf Verified By: A. Lynn Miller, P.E. PE-58705 Created by Independent Third Party: No Evaluation Reports FL31714 RI AE SGD6000NS Wide Panel LMI HVHZ - ENG EVAL.P-df Created by Independent Third Party: No Extruded Vinyl "Non -Impact" Sliding Patio Door Installation Instructions FL31714 R1 11 SGD6000NS NI - SIGNED DRW.pdf Verified By: A. Lynn Miller, P.E. PE-58705 Created by Independent Third Party: No Evaluation Reports EL31714 RI 8L SGD6000NS NI - LNG EY8L.Pd Created by Independent Third Party: No Extruded Vinyl "Impact" Sliding Patio Door Installation Instructions FQ171.4 RI IT SGD600ONS LMI - SIGNED DPW. pLf Verified By: A. Lynn Miller, RE. PE-58705 Created by Independent Third Party: No Evaluation Reports FL31714 R1 AE 5QD6000NS LMI - ENG EVAL.Pdf- Created by Independent Third Party: No Extruded Vinyl "Impact" Sliding Patio Door Installation Instructions FL31714 R1 II 5GD6000NS LMI !J)/UZ - SIGNED DRW.p_df Verified By: A. Lynn Miller, P.E. PE-58705 Created by Independent Third Party: No Evaluation Reports FL31714 RI AE SGD600ONS LMI HVHZ - ENG EV8L,pLf Created by Independent Third Party: No Contact Ua :: 2.�air to�nft Tallahassee FL 32322 Phone 850-487-1824 [INewSoutk, WINDOW'souxuaINS NYC GENERAL NOTES: •ii i; I jjjjjjufjffrqyjqlj�i:�� i - OF , 11111 b I, I 5=5" 1) THIS PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE WITH THE FLORIDA BUILDING CODE (FBC) INCLUDING THE "HIGH VELOCITY HURRICANE ZONE" (HVHZ). SEE FL31714. law .11 91011JERNMAIRowl w 10 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 IS REQUIRED TO BE PROTECTED WITH AN IMPACT RESISTANT COVERING THAT COMPLIES WITH FBC SECTIONS 1609.1.2, R301.2.1.2 AND 1626 (HVHZ). 4) FOR 2X STUD FRAMING CONSTRUCTION, ANCHORING OF THESE UNITS SHALL BE THE SAME AS THAT SHOWN FOR 2X BUCK MASONRY CONSTRUCTION. IX BUCKS ARE OPTIONAL, IF USED, INSTALLATION ANCHORS WILL GO THRU THE IX 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 1: DESIGN PRESSURES Design Pressure (+/- psfl Frame DLO DLO Width Height Height 33.438 1 39.438 �43.438 1 T6.700 1 47,438 1 49.43 80-000 67.825 1 60.0 1 -82.8 1 55.5 1 -76.3 1 53.1 1 -73.1 1 51.8 1 -71.2 1 51.2 1 -70.5 1 50.4 1 -69.4 1 493 1 -68.4 84.000 71..825 56. -77.5 51.8 -71.2 49.5 -68,0 481 -66.2 4T6 -65.4 46.8 -64.3 46.1 -63.3 88.000 75,825 1 53.0 -72.91 48.6 1 -66.8 46.3 1 -63.6 1 44.9 -61.8 44.4 1 -611 43.6 -60,0 92.000 79.825 50.0 -68,81 45.7 1 -62.9 43.5 59.81 42,2 -58_­00 -4-1 _6T_572 95.500 81325 1 47.7 -65.6 1 43.5 IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL RISER IS NOT REQUIRED. TABLE 3: INSTALLATION ANCHORS No, 58705 20, 'w 10� z:� � STATE.0,F 08 -1 OM Z 3: :j L zz J, n. Min. Edge Min. On Anchor Type Substrate I jErntMe'dm.ntj Distance] Center 1/4" Elco Ultracon Concrete/CMU 1-3/8" 1-1/8" 4", and Ultracon+ #10 SMS Wood 1-3/8" 1-1/8" ill #10 SIMS Steel Stud 056" 5/8" ill 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 I Height Max. (+) DP Allowed None 1.688" See Note B Standard 2.81" +50.0 psf lHigh Dam 4" +60.0 psf FIG I OH LENGTH NOTES: A) IF WATER INFILTRATION RESISTANCE IS REQUIRED.THE LESSER VALUES OF EITHER TABLE 1 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. T DOOR ASSEMBLIES INSTALLED WHERE THE OVERHANG (OH) LENGTH IS EQUAL TO OR GREATER THAN THE OVERHANG 0 HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. GENERAL NOTES......................1 DP & ANCHOR TABLES............1 CONFIGURATIONS 2 SIZING TABLE ........................ _2 SECTION VIEWS ....................... 34 GLAZING DETAILS ....................4 2x BUCK ANCHORAGE .............5 FRAME ANCHORAGE__- _ 6-8 EXTRUSIONS ................... 9 BILL OF MATERIALS ................. 9 DATE- 04/08/2020 SCALE: NTS BY: E KOSS DRAWING #: SGD6000NI - 56" SHEET: 1 OF 9 FRAME HEIGHT HE D 2P2T OX, XO, XX, XXP, PXXP BYPASS -FRAME WIDTH (_1 DLO WIDTH I 1 3 39 3 3 K:V WEEPHOLES LOCATED 4" ON EITHER SIDE OF INTERLOCKS WHERE SHOWN. 3P2T OXO and 3P3TXX_X XXXP vV BYPASS - FRAME WIDTH (-3--'\ DLO WIDTH 2 1 3 3 6 T2_ 3 AME 3 3 3 IGHT 4 4 3 DLO HEIGHT 3 8 3 POCKET BY L OTHERS WEEPHOLES LOCATED 4" ON EITHER 4P2T OXXO, PXXXXP and 4P4T XXXX, XXXXP POCKET - FINISHED OPENING WIDTH BYPASS - FRAME WIDTH DLO WIDTH T (T ? 3 3 7 FRAME 5 HEIGHT 3 DLO / / / HEIGHT WEEPHOLES LOCATED 4" ON EITHER SIDE OF INTERLOCKS WHERE SHOWN. 61UL OF IN I ERLUCK6 WHERE SHOWN. 3 POCKET BY OTHERS TABLE 3: PANEL DLO, FRAME/FINISHED OPENING WIDTHS NV LYN/v Z� NO,58705 0 o Z UT 000 0, STATE OF Lu '6ZORIVP' N z C:) Q> z 10NAL Finished Frame Width (in) Configunatton DLO Width 33.438 39.438 L3,438 16-201 47438 4943 51.4111 IP2T)P 39,58 45.58 49.58 52,34 53.58 = E58 57.58 2P2TXO, OX M 84,00 9E00 104.00 109.53 112.00 116.00 120,00 2PMO�P 77,98 89�98 W98 103_,50 105,98 109.98 113,98 2P2T —P)(XP 77,50 89M m 97.50 103,02 10550 109.50 113,50 1 3P2T OXO 128.32 146.32 153.32 166.60 170.32 1763 182.32 3p3T)= 122,40 14040 152.40 1609 164,40 170.40 1767 3P3T)00P 1 116.38 134.38 146.38 154,66 155. 1 38 1706 4P2TO>qXO 166 190.34 206,34 21739 222�3 - 2111 238,34 194,29 T4 I0Fl 21 1, 1 218.29 226,29 4P4T=V, 1150,50 1 216-60 �4� 232,�10 4P4T)OOOP 154.T8 21078 218:78 — 226.78 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: 04108/2020 SCALE: NTS BY: E KOSS DRAWING #: SGD6000NI - 56" SHEET: 2 OF 9 ,'�Sx114111 )7 ttJJ n 1-3116" MIN. EMB. TYP. ' V LYNA(qi C) SEE NOTE 1 SEE NOTE 2 O P� C) �'� =' t,yGENg •.. • (� w Y cl E B C 1A 7 30 10 7 14 G K 5 K G 4 1 �C X T 7 10 30 K 23 24 K 7 14 �t i p O O c ' z No. 58705 a Z LL w Q- oo o w tJ2020 (1J WZv -0o=wozi- L� STATE OF e.tl F10RID Z o> o D o \ \ I — `S OtVAL \ J aZ zg \ �Jt111114 � Q � HORIZONTAL CROSS SECTION 3 2X BUCK CONSTRUCTION EMB. TYP. �1 HORIZONTAL CROSS SECTION 3 INTERLOCK i" MIN. EMB. TY OPTIONAL EMB. TYP. q HORIZONTAL CROSS SECTION �51 HORIZONTAL CROSS SECTION �,V 2X BUCK CONSTRUCTION �3J 2X BUCK CONSTRUCTION HORIZONTAL CROSS SECTION 3 STEEL STUD CONSTRUCTION SEE NOTE 5 N. EMB. TYP. �g \ HORIZONTAL CROSS SECTION 3 1X BUCK CONSTRUCTION SEE NOTE 4 HORIZONTAL CROSS SECTION �3J MULLION (OFFSET BUTTSTILE) 2" MIN Gnn-G DIST MIN. EMB. TYP. 10 HORIZONTAL CROSS SECTION 3 MASONRY CONSTRUCTION SEE NOTE 5 7 HORIZONTAL CROSS SECTION 3 ASTRAGAL (THORIZONTAL CROSS SECTION 3 HCVIKCTRIP 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 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. 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) JBSTRATE \ _ / (4) SCREWS PER CORNER DETAIL CORNER KEY DATE: 04/08/2020 SCALE: 1:4 BY: E KOSS DRAWING # : SGD6000NI - 56" SHEET: 3 OF 9 3/16" OR 1/4" TEMPERED GLASS- 5/8" OR 1/2" AIR SPACE 3116" OR 1/4" TEMPERED GLASS — Ex—TERIoR �3 SPACER SETTING BLOCK CONFORMING TO FBC SECTION 2411.3.3.1. r-1 --\ VERTICAL CROSS SECTION K:4 2X BUCK �CONSTRUC�TION SEE NC 1" NOM. [ BACKBEDDING ACKB 1.718" NOM. WB GLASS BITE GLAZING DETAIL DETAIL 1: ANCHOR THRU ANTI -LIFT BLOCK SEE NOTE 2 AND DETAIL 1 SEE NOTE 1 SEE SHEETS 6-8 FOR ANCHOR TYPE BASED ON SUBSTRATE VERTICAL CROSS SECTION MASONRY CONSTRUCTION NOTE 3 VERTICAL CROSS SECTION 2X BUCK CONSTRUCTION (T) VERTICAL CROSS SECTION � 4� MASONRY CONSTRUCTION NOTES: 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. 3) FLAT HEAD ANCHORS MUST BE USED IN SILL, ALL OTHERS INTERFERE WITH ROLLER TRACK. 4) FOR INSTALLATION INTO 1X BUCK CONSTRUCTION, BUCK TO CONCRETE ANCHORS (IF USED) MUST BE AT LEAST 4" FROM PRODUCT INSTALLATION ANCHORS THRU I X BUCK INTO MASONRY AND FOLLOW MASONRY ANCHOR REQUIREMENTS FROM TABLE 3. APPLIES TO ALL FRAMES. 5) DIRECT TO MASONRY APPLIES TO ALL FRAMES. �0 , k t I f I I I I " / I NV LYNN A' 's R., �5 No, 58705 0. 1 L'i 016" � Z LLj W -o'0 11 G /11,673,12 !02� 0 4U ()-_0 ' �Ez F Lij Z STATE 0 Lij 0 = w. Z VERTICAL CROSS SECTION I'll; 1110NAL 101, 2X BUCK CONSTRUCTION VERTICAL CROSS SECTION MASONRY CONSTRUCTION > w 0 Z 0 0 Elf z w o z 00 U) 0 �: U) z op U) 0 0 < co U) F_ z 0— W 0 § 0�� w U) m U) m Lei < of u 0 () CD U) EL 0 > LU Z i— W < 2 (0 cri LL z 0 LU w CL 10 0 W LU m 0 0r LL 0 DATE: 04/08/2020 SCALE: NTS BY: E KOSS DRAWING #: SGD6000NI - 56" SHEET: 4 OF 9 MASONRY OPENING 2X j 4 BUCK ANCHORAGE DETAIL NOTE: 1) 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. 6i�� LYNN .......... No, 58705 0-' w Lq OLL 6 'x Z Ld co 200�2 1: Z.) z'wl 1 10/16,$202,0 �w 0 = " § -z STATE OF U';LU > z 0 0. - z Z z DATE: 04/08/2020 SCALE: NTS BY: E KOSS DRAWING #: SGD6000NI - 56" SHEET: 5OF9 6" MAX ADD -A -TRACK EXTERIOR a 6 18, 0.c (i rt (i STILE STILE STILE 'MAX. TYP. F WOOD BUCK L 2X BUCK X BUCK J CONCRETE T_ MAX. J DIRECT TO MASONRY M DIRECT TO MASONRY DIRECT TO MASONRY T STEEL STUD Typ 12X M 1X BUCK JX K N 1X BUCC 1X BUCK T STEEL STUD T STEEL STUD T STEEL STUD 11.5" MAX. O.C. TYP. HEAD & JAMB TYP. THRU LIFT BLOCKS TYP. HEAD & JAMB TYP. 14.5"MAX. O.C. TYP, 8 OSEE 3 DOOR POCKET TYP. J TYP. BY OTHERS --------------- K- SEE NOTE 4 6- TYP. \�J EXTERIOR TYP. ,7 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" D.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. I /, ,,\\O��LYNN4 /,, E of '4 ;0: 5 No.58705 0 " .02�� 23 � Z LLT �E iRKE C) 2 0 2 c Uj 0 STATE OF Z z 0 0 > U) co_I W Z 0 0 w z 00 m z u U) U) of 0 00 0 0<0 CE z ul w 0- cc u- U) > 0 QQ US C) LL F_ 3: 0 < coo Zuj — uj 0 zLL 0 co L3 F- LU IL 0 Z) I 0 cl Lu c"I F) 0 _j " co > () Z) Lu ED 0 LL O DATE: 04/08/2020 SCALE: NTS BY: E KOSS DRAWING #: SGD6000NI - 56" SHEET: 6 OF 9 6" MAX. TYP. ---� EXTERIOR 6 18' rt STILE 4' MIN. TYP. --I I f— STIIt LE PTYP. EXTERIOR 6" MAX. TYP. MAX. TYP. F WOOD F 2X BUCK L 2X BUCK F 2X BUCK J CONCRETE MAX. J DIRECT TO MASONRY M DIRECT TO MASONRY J DIRECT To MASONRY T STEEL STUD TYP. M IX BUCK JXB C lX8 C N IX BUCK M 1XBUCK I STEEL L STUD L STUD STEEL T STEEL STUD T STEEL STUD T STEELSTUD 11.5" MAX. O.C. TYP. HEAD & JAMB TYP. THRU LIFT BLOCKS TYP, HEAD & JAMB TYP. 14.5" MAX, O.C. TYP. 23 SEE/_8__� IJ TYP. J TYP, DOOR POCKET BY OTHERS �11> 'L 'L STILE STILE FRAME ANCHORAGE DETAIL NOTES: 3T 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) \X '}Mlljfj' // .......... O� No,58705 - 14 0 R Lj� D =00 z o'T u1. '2020 40 Q 5; 5i i­- > STATE OF z At 0 ci 0 > _1 C/) cc U) Z U) W 0 0 It 0 p w 0 Jg 00 Z z w 00 U) 0 0 < U) 0 z Ill E < m co w 0- 0 a- (D o z DATE: 04/0812020 SCALE: NTS BY: EK SS DRAWING #: SGD6000NI - 56" SHEET: 70F9 ��;ttXt lti f7j f ' a O m m o S o STILE STILE STILE : No 5$705 15TYP. * u e Oo E E10(1'2020 { HUz ' STATE OF 4r 4 LU a z o 'T 6" MAX. TYP. —j C) ti w o F = > ` , mo <4R1DP.-'- z o o 3 w EXTERIOR EXTERIOR 6" 6" MAX. TYP. O J MAX. TYP. co6" W Z O 0 O 14" MAX.IF2X BUCK rBUCK 2X BUCK 0z 30 O.C. TYP.DIRECT TO MASONRY ! DIRECT TO MASONRY K Ozp1X OU) BUCK JJ 1X BUCK W zt STUD STEEL STUD U-1 w OSTEEL w U) o 0 Q HEAD & JAMB TYP. THRU LIFT BLOCKS TYP. HEAD & JAMB TYP. LL CD (9 N W Z ¢ m w Z O a 1 )TYP. 1 /TYP. w U °� � r w ¢ © Y U : � a a 4" MIN. TYP. �- o o W v c0 o u EXTEnR!OR v h p � o 0 CL CL fL J TYP. STILE STILE STILE q DATE: 04/08/2020 FRAME ANCHORAGE DETAIL SCALE: NTS NOTES: 2T SLIDING GLASS POCKET DOOR BY: E KOSS 1) ANTI -LIFT BLOCKS (ITEM #15) REO'D ABOVE ALL ACTIVE PANELS (X). DRAWING # : 2) OXXO SHOWN, ANCHORAGE SIMILAR FOR OXO, OX AND XO. SGD6000NI - 56" SHEET: 8 OF 9 Emmum= ITEM # DESCRIPTION MATERIAL A IX BUCK (SG-0.42) WOOD B 2X BUCK (SG,=0.42) WOOD C 1/4" MAX SHIM SPACE D 114"X2-3/4"ELCO ULTRACN OR ULTRACON+ CONCRETE SCREW STEEL E MASONRY - 3000PS CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CO= TO ASTM C90 CONCRETE F #10 X 2" PPH SMS I STEEL G 1#8 X V PPH SMS 7- STEEL H 410 X 2-112" PPH S.13 I STEEL J 1/4" X2-1/4" ELCO ULTRACON OR ULTRACON+ CONCRETE SCREW STEEL K #8 X 1/2" PPH SMS STEEL L #10 X F PPH SMS STEEL M 1/4"X3-1 " ELCO i ii iRACqN OR ULTRACON+ CONCRETE SCREW STEEL N 114"X3-3/4- ELCO ULTRAGqN OR ULTRACON+ CONCRETE SCREW STEEL P #8 X 1-1122" PPH SMS STEEL T #10-16 PH SELF -DRILLING SMS (3 THREADS MIN. THRU STUD) STEEL STEEL STUD MIN THICKNEB S 0,056!* (ASTM A653 GRADE 50, FY=50 KSI IN,, FU=65 KSI MiN.) I STEEL 1A FRAME - 2T PVC IB FRAME - 3T PVC 2 fX ADD -A -TRACK PVC 3 GLAZING BEAD PVC 4 FRAME CAP (JAMB COVER) PVC 5 INTERLOCK 6063-T5 6 PILL CAP (THRESHOLD) S"'T, 7 JPANEL STILEIRAIC PVC ROLLER SUPPORT 4 6063-T5 10 REINFORCEMENT (LOCK STILE, TOPIBTFA RAIL) 6065-TS 11 FIXED PANEL SUPPORT 6065-T5 12 ROLLER TRACK 6063-T5 14 HD REINFORCEMENT (INTERLOCK) ALUM 15 ANTI -LIFT OUT BLOCK 6063-T5 17 STANDARD SILL RISER 6063-T5 18 SILL RISER CAP 6063-T5 19 HIGH DAM SILL RISER 6063-T5 21 HOOKS] P 6063-T5 22 HOOKSTRIP FLANGE 6063-T5 23 MULLION(OFFSET BUTTS flE) PVC 24 REINFORCEMENT - MULLION (LARGE) 6063-T5 25 ROLLER ASSEMBLY STEEL 26 REINFORCEMENT - MULUO(SMALL) 6063-T5 27 ICORNER KEY i PVC 29 DOUBLE INTERLOCK (PANEL TO HOOKSTRIP) 6063-T5 30 LOCK AND HANDLE 31 STRIKE PLATE 39 SCREW COVER (HOOKSTRIP) PVC 40 ASTRAGAL 6063-T5 41 WTSP, .187 x 290 Poly Fin 42 WTSP, 0,8125" x 0,875" x 4"IF—y Pad (TOP/BTM FAIL) THE APPROVED WHITE, RIGID PVC EXTERIOR EXTRUSIONS FOR DOORS ARE TO BE PRODUCED BY EXTRUDERS' LICENSEES UNDER "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". 5.500-- 6.928 r080 � .0557 [— 1. 88 .080 .055--- 18 l =El= =E]== El I81 S FRAME-2T ,0 xV LYNAt 1py, pa 0.0 No.58705 o oLt6 1, 0� Z LU uw, 0 STATE OF LfJ W W LLo 5 m u ;l: 10NAL 'Ili i IWO" < F-2.265— 2.661 4.552---------j 7 ­456 =�1108 2.(68 -080 1.888 1.198 F080 1 91 51 .065-1 07 05 0, —11 ADD -A -TRACK O3 GLAZING O5 INTERLOCK 0 HOOKSTRIP 29 DOUBLE INTERLOCK (HOOKSTRIP) BEAD 1754 F-1.833----j 1082 1.85 Ell255�251 .130 1. 25 1.1 1 25 �06 .072�J ?7T, . 11 .05 ROLLER 11 FIXED PANEL 12 ROLLER TRACK 15 ANTI -LIFT 22 HOOKSTRIP FRAME CAP SUPPORT SUPPORT FLANGE .870- 850 @ MULLION .13 :� J43 543 —1.523— .014 :J .R 312l 06 24 REINF.. 26 REINF. SILL .543 iIMULLION MULLION RISER CAP SILL CAP —1.291.30.543 LO LL z 0 0 w w n w 0 �5 o C�: I LL I of I _j 4, 00 K2. w,090-- — �070 �070 2.(50 2.(35 2. 48 135 .0 89 DATE: 04l08l2fl20 SCALE: 10:1 09 .281--- 1— I O PANEL 10 REINF. 14 HD REINF. @ SILL RISER @ HIGH DAM STILE/RAIL LOCK STILE, INTERLOCK 2.8 1" TALL SILL RISER TOP)BTM RAIL w/CAP 4"TALL W/CAP BY. . 1- 40 ASTRAGAL DRAWING #: SGD6000NI - 56" SHEET: 9 OF 9