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RC-12-20-2899, 970 NE 100th StMiami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax:(305) 756.8972 AIR CONDITIONING REPLACEMENT DATA PERMIT NUMBER: MC This form must accompany ALL air conditioning replacement permit applications. Each unit change -out must be on its own data sheet. Multiple units on single sheets are not acceptable. Job Address (where the work is being done): City: Miami Shores Village County: Miami Dade Zip Code: 13�� ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLAB ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION _ - -A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS = AHRI DATA SHEET REQUIRED _ - -Change discopnectinglm-ea;is: YES❑ NO K ARHI Sheet Attached: YES M NO ❑ Contract Attached: YES ❑ r -------------- •._..--- • • t1NIT PEfNG-_REPLACED DATA NEW UNIT •.:�- ; - ' MANUFACTURER '3 AHU or PKG. UNIT MODEL # 2 Kc _ COND. UNIT MODEL # �,••_ KW HEAT /J ';'_"; •....• NOM TONS At CU • • 4PK0 1) M.C.A AHU CU PKG An • • • CU "'PM 2) M.O.P AHU CU PKG S A'HU ' CU : -PG 3) VOLTS AHU CU PKG P4 UNFT / / PKG UNIT / .5 EER/SEER YES NO REPLACING DUCTS YES j/ NO YES NO REPLACING THERMOSTAT YES NO YES NO NEW 4"CONCRETE SLAB YES NO YES NO NEW ROOF STAND YES NO YES NO NEW RETURN PLENUM BOX YES NO 1. Minimum Circuit Ampacity (Wire Size): 2. Maximum Overcurrent Protection (Fuse/Breaker Size): 5 3. Voltage of Circuit (208/240/480): 4. Size Disconnecting Means: ; Contractor's Company Name: 4K, / /�' E �n�.//i E" /%i ii/= Phone: State Certificate or Registration No. %ram G S Certificate of Competency No. V- �T :�t� Signature /1 c .� ��iG�/� Date:S� (Qualifier's signature) (Revised02/24/2014) MIAMIDADE MIAMI-DADE COUNTY •iw PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Rheem Sales Company, Inc. 5600 Old Greenwood Rd. Fort Smith, AR 72917 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER *Pcervts the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this p. oduct or material fails to meet the requirements of the applicable building code. Thic -product is approved as described herein, and has been designed to comply with the Florida Building Code, including thf= High Velocity Hurricane Zone. DE"CRIPT)<ON:_ Mechanical Unit Steel and Aluminum Tie -Down Clips for Grade and Rooftop "Opli:ations- - . .• • .. -4-FP'j.OV?9r iji1f_UMENT: Drawing No. 15-2543GA and 15-2564RE, titled "Wind Load Certification of 1 echanical.._Unit .Cabinetry and Steel/ Aluminum Tie -Down Clips: At Grade and Roof Mounted _ Ag-lication9 '%: she*ats 1 through 7 of 7, dated 05/14/2015, revised on 01/12/2018, prepared by Engineering • • • • • e�ss, sigptd amxl sealed by Frank L. Bernardo, P.E., bearing the Miami -Dade County Product Control ";'' itti3idn star with the Notice of Acceptance number and expiration date by the Miami -Dade County .rru lust COV4.fol'geption. 1 USSILE �Q.CT RATING: None :"FLIN&.:Fneh unit shall bear a permanent label with the manufacturer's name or logo, city, state, modV/ seri4, 411.following statement: "Miami -Dade County Product Control Approved", unless otherwise ...... ... . . •noteaherein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 16-0712.07 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 18-0321.11 MIAMI•DADE COUNTY Expiration Date: February 25, 2021 ® Approval Date: May 24, 2018 t r14 i,?GPage 1 Rheem Sales Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOAs A. DRAWINGS "Submitted under NOA # 15-0903.08" 1. Drawing No. 15-2543GA and 15-2564RE, titled "Wind Load Certification of Mechanical Unit Cabinetry- and Steel/Aluminum Tie -Down Clips: At Grade and Roof Mounted Applications'', sheets 1 through 7 of 7, dated 05/14/2015, revised on 11/20/2015, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E. B. TESTS "Submitted under NOA # 15-0903.08" 1. Test report on Uniform Static Air Pressure Test per FBC, TAS 202-94 along with marked -up drawings and installation diagram of Rheem RA Series Mechanical Units, prepared by American Test Lab of South Florida, Test Report No. 0323.01-15, dated _ 051, 8/2015, signed and sealed by Stephen W. Warter, P.E. CAI-CI:<LATIONS "Submitted under NOA # 15-0903.08" -A"chorage calculations prepared by Engineering Express, dated 11/20/2015, signed • and sealed by Frank L. Bennardo, P.E. ...... :... .. .. 1"• ;QUA* 1tiASSURANCE • : •:•.:1. .'Miami -Dade Department of Regulatory and Economic Resources (RER) ...... .. .. ...... • P. • MAT�Erd-,L CERTIFICATIONS ••••••4,000001. 'Norte. ••• F. STATEMENT "Submitted under NOA # 15-0903.08" 1. Statement letter of code conformance to the 5"' edition (2014) FBC issued by Engineering Express, dated 08/24/2015, signed and sealed by Frank L. Bennardo, P.E. 2. Statement letter of no financial interest issued by Engineering Express, dated 11/20/2015, signed and sealed by Frank L. Bennardo, P.E. 3. Distributor agreement dated 11/12/2015. ,9, 14, ;U Carlos M. Utrera, P.E. Product Control Examiner NOA No. 18-0321.11 Expiration Date: February 25, 2021 Approval Date: May 24, 2018 E-1 Rheem Sales Companv, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 15-2543GA and 15-2564RE, titled "Wind Load Certification of Mechanical Unit Cabinetry and Steel/Aluminum Tie -Down Clips: At Grade and Roof Mounted Applications", sheets 1 through 7 of 7, dated 05/14/2015, revised on 01/12/2018, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E. R. -TESTS 1. None. •" C, •_ _ ;CAI_,,*Q1iA:ATIONS . �. NOW. 00 . . -.- • • 0 0 • *? I r? ASSURANCE ••oe** I;.- .QUAD -0;1. *.Mami-Dade Department of Regulatory and Economic Resources (RER) • 0 : 0 • . ...... .. .. ...... • 0 - - MATE* RAL CERTIFICATIONS 0000 •00*0 •1. None. 0*00 F. STATEMENTS 1. Statement letter of code conformance to the 6 h Edition (2017) FBC issued by Engineering Express, dated 03/19/2018, signed and sealed by Frank L. Bennardo, P.E. o_>�I4� Carlos M. Utrera, P.E. Product Control Examiner NOA No. 18-0321.11 Expiration Date: February 25, 2021 Approval Date: May 24, 2018 E-2 . . ... . . . ... .. .. % .. RH3EEM5ALR:MFAP iNY"IN.E. WIND LOAD CERTIFICATION OF MECHANICAL Uf�TI:TTCABINETR40ANhdpTEE LAKIZUWLJM TIE -DOWN CLIPS: AT GRADE MOUNTED APPLICATIONS CONCRETE SUPPORTING STRUCTURE BY OTHERS, TYP. jI\ G7 � J A Fn �. FACE SIN. TO (A) BUT ON OPP. FACE SUPPORTING STRUCTURE By p -O OTHERS, TYP. CONTROL BOX i MECHANICAL UNIT 2 MECHANICAL UNIT 1 N.T.S. FRONT ISOMETRIC 1 N.T.S. BACK ISOMETRIC THESE ISOMETRICS ARE INTENDED FOR PRODUCT REVISED D.GRAMMATICAL PURPOSES ONLY; ALTERNATE RHF.EM I as complying with the Florida Building Codo UNITS LISTED HEREIN MAY VARY IN APPEARANCE NOA�o. 18-0321.11 (2)-p10 NTERNAL POST Expiration PjBte 0212512021 SS PER BRACKET, ADJACENT TO CONTTIOL BOX " TYP. 11 Mlaml a Product Control Mi Off' TYP. _ 81 o� as o0 Q� UNIT BASE Q�/'UNIT BASE �O UNIT BASE ANCHOR PER 111GO PAN 0� /I PAN Uf PANfl 3000 PSI MIN.--��=—I— , -' CONCRETE BY OTHERS, TYP. © / O&[ C I ®& © ARE SSIM AND OCCUR ON OPP. FACES 3 TIE -DOWN BRACKETS 1 N.T.S. ELEVATION ANCHOR SCHEDULE: SUBSTRATE DESCRIPTION CONCRETE: (1)-t)4'0 STAINLESS STEEL [TW BUILDEX TAPCON, (4- THICK MIN, 1�' FULL EMBED TO CONCRETE, ZS'i MIN. EDGE 3000 PSI MIN.) DISTANCE, 3' MIN. SPACING TO ANY ADJACENT ANCHOR. CLIP OFFSET DIMENSIW BETAKEN FROM THIS SIDE ONLY DATUM FACE }---i­ 1.01.(D000" , C ,1 `0.750" , 1 iFo �0 00 00 0.306' 0 O TYP. Q 0 TIE -DOWN BRACKET MIAMI TECH CLIP: 14GA (0.07") ASTM A6S3 Fu-90 KSI STEEL (CUT08) OR 0.080" 5052-H32 ALUMINUM (CUTDA8), MIAMI TECH XIT A RRCUTDSMK OR RRCUTDASMK 4 TIE -DOWN BRACKET LAYOUT 1 N.T.S. PLAN TIE -DOWN BRACKET OFFSETS: DIM. 1 4.50' MAX OFFSET FROM DATUM FACE DIM. 2 24.50- MIN OFFSET FROM DATUM FACE DIM. 3 25.25' MIN OFFSET FROM DATUM FACE DIM. 4 13" MAX OFFSET FROM DATUM FACE APPI ICABLE MOD RA1316, RA1324, RA1330, RAJ 338, RAJ 342. RA1418, RA1424, RA1430, RA1018, RP1418, RP1424. RP1430, RP1518, RD141B, RP1524. R01424 APPROVED DESIGN IA—Vult-175 MPH (Vasd-136 MPH), EXPOSURE'D', CRITERIA: A GRADE INSTALLATION ONLY DESIGN NOTES: THIS SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ASCE 7-10 AND THE FLORIDA BUILDING CODE SIXTH EDITION (2017) FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE. ZONE. THE DESIGN CRITERIA CONSIDERS ASCE 7-10 SECTION 29.4.1 FOR -OTHER STRUCTURES - SOLID FREESTANDING WALLS' INSTALLATIONS AT GRADE. ALL DESIGN VARIABLES ARE IN ACCORDANCE WITH ASCE 7.10 CHAPTERS 26 & 29. GENERAL NOTES: 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE SIXTH EDITION (2017) & ASCE 7-10. THIS SYSTEM MAY BE USED WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE. THIS DESIGN IS NOT INTENDED TO CERTIFY IMPACT RESISTANCE OF THE MECHANICAL UNIT CABINETRY. 2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED 1N THE DESIGN OF THIS SYSTEM. ` 3. DESIGN & CERTIFICATION OF THE UNIT CABINETRY IS APPROVED THROUGH TEST REPORT #0323.0I-IS BY AMERICAN TEST LAB OF SOUTH FLORIDA. 4. ALL DIMENSIONS AND THE MINIMUM WEIGHT (120 LB MINIMUM) OF MFCHANICAL UNIT SHALL. Q7NFORM TO LIMITATIONS STATED HEREIN. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. 5. TAPCONS REFERRED TO HEREIN SHALL BE ITW BUILDEX BRAND, ASTM F593 410 STAINLESS STEEL OR EQUIVALENT ONLY, INSTAI LFD TO 3000 PSI MIN CONCRETE. SEE ANCHOR SCHEDULE FOR ANCHOR REQUIREMENTS. ALL SHEET METAL SCREWS USED TO FASTEN BRACKETS TO MECHANICAL UNITS SHALL BE ♦10 (14 MIN THREADS PER INCH) ASTM F593 410 STAINLESS STEEL OR EQLVALENT ONLY. PROVIDE (5) PITCHES MINIMUM PAST THE THREAD PLANE FOR SHEET METAL SCREWS. ALL FASTENERS SHALL HAVE APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS. 6. ALL CONCRETE SPECIFIED HEREIN 1S NOT PART OF THIS CERTIFICATION. AS A MINIMUM, ALL CONCRETE SHALL BE STRUCTURAL CONCRETE 4- MIN. THICK AND SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, UNLESS NOTED OTHERWISE. 7. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. S. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS. 9. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS SHALL BE VERIFIED BY THE ONSITE DESIGN PROFESSIONAL AND IS NOT INCLUDED IN THIS CERTIFICATION.EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 10. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 11. WATER -TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL ENSURE THAT ANY THE OR ALTERED WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATER_TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. 12. FOR AN EXPLANATION OF EXPOSURE CATEGORIES THAT ACCOMPANY THE VuR WIND SPEEDS USED IN THIS DOCUMENT, SEE SECTION 26.7.3 OF ASCE 7-10. B- �„ 54 p u ON Z oa o a win �® Wm'"VO L J Ng 111 5 ZWTY. DWU�a rL w a (3a oLn Zx NCI S$W=o=° WW 0..w=•g®z 3LL�m� NK^xw `N O 115-2543GA b • • ••• • . •e• a •• :0 RHEEM SAL :GQM .4 • l" :.14, ;••;• WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMIfVUM TIE-DO'.0', C'TPS: ARAC E, MOUNTED APPLICATIONS ••• 1\ • • • �i', U33 j5 MP��\/ 33 5 �H�h U33,5 MP - 33 5: �,�,H • , , 6 = 0 SIM. TO © BUI SIM. TO !� BUT 0 0 ON OPP. FACE Z'm^ ON OPP. FACE �I A C O .j 0.306" 0 TYP. 0 I CONCRETE CONCRETE O SUPPORTING SUPPORTING -- — ^ I STRUCTURE BY STRUCTURE BY C� ' B O OTHERS, TYP. OTHERS, TYP.CONTROL BOX 1 MECHANICAL UNIT 2 MECHANICAL UNIT r t1.000" 1 N.T.S. FRONT ISOMETRIC 1 N.T.S. BACK ISOMETRIC TIE -DOWN BRACKET (2)-#10 SMS PER BRACKET FOR UNITS I THESE ISOMETRICS ARE INTENDED FOR D(AGRAMMAT7CAL PURPOSES ONLY; ALTERNATE RHEEM MIAMI TECH CLIP: 14GA (0.07") UP TO 35" TAU.. (3)-A IO SMS PER BRACKET FOR UNITS UP TO 39' TALL UNITS LISTED HEREIN MAY VARY IN APPEARANCE 11 ASTM A653 FN-90 KSI STEEL (CUTDS) OR 0.080" 5052-H32 (ONLY (2) SMS SHOWN BELOW) - INTERNAL POST I—�1�ry^—(�''�f,%`/� ADIA.IIT TO F—�.LI f3i C1 I CONTROL BOX ALUMINUM (CUTDAB), MIAMI TECH KIT # RRCUTDSMK OR R0.CUTDASMK TYE. Q��UNITBASEU� UNITBASE ANCHOR PER BOPAN U11 U PAN SCHEDULE —j , it3000 PSI MIN: CONCRETE BY OTHERS, TYP. ` 6 ©ARE SIM E k AND OCCUR ON OPP. FACES 3 TIE -DOWN BRACKETS 1 N.T.S. ELEVATION ANCHOR SCHEDULE: EEg SUBSTRATE DESCRIPTION ^� CONCRETE: (1)-114'0 STAINLESS STEEL ITW BUILDER TMCON, (4- THICK MIN, 13' FULL EMBED TO CONCRETE, 2'j" MIN. EDGE 3000 PSI MIN.) DISTANCE, 3MIN. SPACING TO ANY ADJACENT 9 ANCHOR. UNIT BASE PAN -35.25' 0 0 DIM. 1 I Y / 'at_ CONTROL CLIP OFFSET DIMENSION SHALL _ _ BE TAKEN FROM THIS SIDE ONLY DATUM FACE 4 TIE -DOWN BRACKET LAYOUT 1 N.T.S. PLAN APPLICABLE MODELS: TIE BRACKET OFFSETS: RA; 2;;RA;6 6B�RnA1642B, -DOWN RP133B, RP1348, RP1438, RP1442, RP144B, RP7830, Ill41, RP1636. RD143a, RP1512, RD1442, RA/UA1724, RANA203B, RAIUA2024 RP/UPI724, RP/UP1735. RA/UA1736, RPAJP2024 DIM. 1 4.50" MAX OFFSET FROM DATUM FACE DIM, 2 Ztl.00' MIN OFFSET FROM DATUM FACE DIM, 3 29.00' MIN OFFSET FROM DATUM FACE DIM. 4 13.00' MAX OFFSET FROM DATUM FACE „ IIIIII,, � PRODUCT REVISED as complying with the Florida �^ eullaiag coca 15-2543G6 NDa-Na. 18-0321.11 E%pirdtioe D U7J2$I2021 SW.4 M8IINLE55 NOTE By ^ a Miami -Dad Product Control (J�J RHEEM SALES O WSR ��p��..• -- WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AN15 STEEL/ALUMINUM TIE -DOWN CLIPS: AT GRADE MOUNTED APPLICATIONS • YIIOtH�.\ /\Ury? ,N10tH>\���ry? � • • 3S FryG7, o • •�U .0�7G••• , Ia250 05 14 �S Fry�h vNl, 5 • • • ,./UN O �" o0 S[M. l0 f(:) 811'T ON OPP. FACE '^ SIM. TO (AD BUT o A ON OPP. FACE °o CONCRETE CONCRETE 0 TYP. TYP. O O SUPPORTING SUPPORTING O STRUCTURE BY STRUCTURE BY U o OTHERS, TYP. orHERs,TYP. coNTROL BOX 1 MECHANICAL UNIT z MECHANICAL UNIT N.T.S. FRONT ISOMETRIC 1 N.T.S. BACK ISOMETRIC �J 1—T 1.000- TIE -DOWN THESE ISOMETRICS ARE INTENDED FOR DIAGRAMMATICAL PURPOSES ONLY; ALTERNATE RHEEM BRACKET UNITS LISTED HEREIN MAY VARY 1N APPEARANCE MIAMI TECH CLIP: 14GA (0.07") " ASTM A653 Fu-90 KSI STEEL (CUTDB) OR 0.080" 5052-H32 (2)-*10 INTERNAL POST SMS PER ADJACENT TO FIO,H BRACKET, CONTROL BOX i nuvca TYP. ALUMINUM (CUTDAB), MIAMI TECH KIT C RRCUTDSMK OR RRCUTDASMK ANCHOR PER SCHEDULE 4I3000 PSI MIN. OONCRETE BY OTHERS, TYP. TYP. PAN BASE InO XUNIT BASEPAN 0 E ©ARE SIM AND OCCUR ON OPP. FACES TIE -DOWN BRACKETS 1 N.T.S. ELEVATION ANCHOR SCHEDULE: SUBSTRATE DESCRIPTION CONCRETE: (1)-1J4'0 STAINLESS STEEL ITW BUILDEX TAPCON, (4" THICK MIN, 13' FULL EMBED TO CONCRETE, 2Y," MIN. EDGE 3000 PSI MIN.) DISTANCE, 3" MIN. SPACING TO ANY ADJACENT ANCHOR. UNTF BASE PAN LUFUD � � T 0 o v QS A DIM. I E 0 � CONTROL CLIP OFFSET DIMENSION SHALL _ BOX BE TAKEN FROM THIS SIDE ONLY DATUM FACE TIE -DOWN BRACKET LAYOUT 1 N.T.S. PLAN TIE -DOWN BRACKET OFFSETS: APPLICABLENOOELS: RA1360, RA1442A, RAI448,RA1460, RA1630, RA1636A, RPIUP2038, DIM. 1 4.50' MAX OFFSET FROM DATUM FACE DIM. 2 30.00' MIN OFFSET FROM DATUM FACE DIM. 3 31.00" MIN OFFSET FROM DATUM FACE DIM. 4 13.00' MAX OFFSET FROM DATUM FACE `,," I I I I I l I I I /I, . BENS, _ 9 xcaoN v ` snp Flvulr aROlar•ur u n annr, so.nixu a�Nery �qqq� lie ag 00N. z PRODUCT REVISED q s complying with the Florida Building Code 15-2543GC5 NOA-No. 1"321.11 LI:NTSUNLESSNO E Expiration Da 021251202' Miami -Da Protluct onh� V . ... • - !, RHEEM SAL WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE -DOWN CLIPS: AT GRADE MOUNTED APPLICATIONS' ce'\ Tf35 5 M�' U35 S1MPy' 35 j5 U • •—I! ' , • ,, '+•-� woo, • ,, - -p •'• 35,7k •1.� : ,�. 7i:.• M� _ I O S u ce �Y is 1 o0 � s � SIM. TO CC) BUT SIM. TO BUT o g ® ON PP. FACE ON OPP. FACE 0 0 3 \/ C o0 CONCRETE 4, 0 O I CONCRETE SUPPORTING SUPPORTING- STRUCTURE BY TRUCTURE BY ( OTHERS, TYP. B OTHERS, TYP. CONTROL BOX D TYP. MECHANICAL UNIT z MECHANICAL UNIT -- N.T.S. r-- r 1.Da0^ BACK ISOMETRIC 1 N.T.S. FRONTISOMETRIC 1 TIE -DOWN THESE ISOMETRICS ARE INTENDED FOR BRACKET DUGRAMMATICAL PURPOSES ONLY; ALTERNAT[ RHEEM- MIAMI TECH CLIP: 14GA (0.07") ASTM A653 UNITS LISTED HEREIN MAY VARY IN APPEARANCE Fu-90 KSI STEEL (CUTD10) OR 0.080" (4)-#10 INTERNAL POST SMS PER gD)gCENT TO RACKET, ' \ I CONTROL BOX TYP. 5052-H32 ALUMINUM (CUTDAIO), MIAMI TECH KIT # RRCUTDLK OR RRCIITDALK m� ' •� ANCHOR PER SCHEDULE 'I 3000 PSI MIN, CONCRETE BY OTHERS, TYP. TIP.M UNITBASIT BASE -- O - 'UNIT BASE PANN PAN AA &\J © B U ARE SIM AND OCCUR ON OPP. FACES 3 TIE -DOWN BRACKETS 1 N.T.S. ELEVATION ,NCHOR SCHEDULE: _ SUBSTRATE E`_CRt _ CO' I I)-I11'0 CARBON STEELSBUSOH STRONG BOLT 1, IT" MIN (4' TMIIX MIN, CONCRETE, T MM. EDGE DISTANCE. 3' MM. SPAONGTO ANY ADI 3000 PSI MIN.) —' CARBON STEEL POWERS WEDGE BOLT+, 2Yr' HIN EMBEI 3' MIN. EDGE DISTANCE, T MM. SPACING TO ANY AD]ACE , PPORTTNG CONCRETE SUBSTMTE DEPTH SHALL BE A MINIMUM 1.5FUNCHOR EMBED. IHER ANCHOR FROM THIS SCHEDULE MAY BE USED FOR INSTALLATION. CLIP OFFSET DIMENSION SHALL _ ;�a.��---.j,,/ _ _ _'•_- ._ BE TAKEN FROM THIS SIDE ONLY DATUM FACE 4 TIE -DOWN BRACKET LAYOUT 1 N.T.S. PLAN TIE -DOWN BRACKET OFFSETS: APPLICABLE MODELS: RA1642A, RA1648, RAiWO, RP1360, RP1460, RP1548, R01448, RP1560. RD1460. RAIUA1748, RAIUA1760, RA/UA2048, RAIUA2060, RPA)P1748: RPIUP1760, RP/UP2048, RPNP2D60 DIM. 1 4.50" MAX OFFSET FROM DATUM FACE PRODUCT REVISED as complying with the Florida Building Code NOA-No. 18- 0321.11 Expiration Det 02/25/2021 By Mlami-D d Product ontrol ., I II If/ „ 1110 IGITu 5 cx NE O.Y�HEF wGiNu 9GNATUPE A s&l. V N Z_ �� 0 "0 Wu WZU P WZrnnQ §< W O'fl m� � 0 W hit 3 LL� V W 0w u �O } W a E Q t7S N V O � n z Z 00 U T Z m Lu x Ln v E 9 m �< m IWiI a E' �n YfS�L 4�Bq $00 SLR 15-2543GD 4 � , ... RHEEM SALES COMP-ANN11 tN":C , WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL TIE -DOWN CL .• EXPL00®NEW • • 'eq.. • • , • • • UNITi�\ UNIT I • • • NACTH2O.T6' LENCTII xe.x\J] , • •,� f .1] ; •', UNIT IIEOI{T m4TRDI_ ]1'TMAX BOIL I —srr lYtall Art ,-'SEEDETNLNI HONE ! / PERPNDCWRIO z MOUNT ISOMETRIC VIEW Io SUPPORTNG FRMIE N.T.S. F0.0xT ISO / BACK 150 AUAOIANGILS iOFRAME 3 �, \1 N13HHYVOTH0.lA3MTS 3P (MM-4D'(MAX) WITH WASHER 8 NUT AT TINE IWEWACE BETWFF.NMCLE ANOFMME(TOTAL OF(1) ATTAC.HANGLEST. BOLTSYALLGEUSED) FRAME WITH (114{V' YXI''x]D'IMIN)- THRUBOLTS,TYP. I �4PlMAXILONO RLNI ALUMINUM AAGLE CENTEREDAROUT SLPPORT FRM,E SUPPORT FPAME. TYP. YOTHERSI,TYP. StRPORT FRAME (BY ffiOPH— MOUNT EXPLODED VIEW — oTI,ERBL YP. I CEWER 70 CEWER N.T.S. FRONTLSOMETRIC Yj. THESEIIIETRICSAAEINTENDEOFOR l 3 SUPPORT ANGLE ODOR MATX LPURPOSESONLY;ALTERNATENMEF.M UNITS USTED HEREIN MAY VARY IN A, 1 N.T.S. ELEVATION MET BY CONTROL (S)A10 SAS PER BOX CUP. TYP.0 .. C. l'-yl IMTNi1iwR3ERI --_\CORNER NUTFASTEF8M0 CORNER POSECUPS TD POST '_O, FRAME `xyl'10('X 30'(MWI--(I-LONG ANGLE iYP. OTI{ERSI NOT SMDAN (LLMAWMINUM ANGLE LENTEPEO f DR CURfTY.1YP. AB OUT SLPPLIM FRAME. TYR. a TIE -DOWN CLIP ATTACHMENTS 1 II.T,S. ELEVATIONS 20i8"x3T(MIN)-40(MA)QLONG hLH1MOW SOPPORTFRAMNTERED G TTYR. TIE -DOWN CLIP OFFSETS: -�------- __. _-._-- DIM. I 4.50' MAX OFFSET FROM MTUM FACE ,, ..� ,� O1M. ] 34.50' NIN OFFSET FROM DATUM FACE ~y. Y �xJ a 1 '\`l DIM. J 25.25' Mp OFFSET FROM DATUM FACE DO. F I -SUPPORT DIM. 1 13' MAX OFfSLT FROM DANM FACE FRAME (BY ��-I CUPQO OTHERS), TYP. N ry i F -T— a rv� � R 0 o E -- DIM.1 p - _-- - 3/8'0 THRU BOLT WITH — WASHERS 6 NUT CUPOFFSETDNE.I.11 SHALL (gNLROL FASTENING ANGLE TO BETF I!W FROMF1115 nDFOALY DATUM FACE BOX SUPPORTING FRAME. s TIE -DOWN CLIP LAYOUT 1 N.T.S. NOTE: UNITSHALLBECENTERED PLAN ABOUT ME 20' ML TO RAR SUPPORTING FRAME (BY OMERE) DD DD DD II D REFERETERE NCE CICLEARANCE(/D HOLE OR BLOT -� — D.te n]eer D0.]MTD V L TIE -DOWN CLIP MIAMI TECH CUP: 14GA (O.-I ASTM A- rU-BD .1 STEEL(CUTDIBL ._I TECH KIT r RRC mim APPL[CABLE MODELS; RA131B, RA7324, RA7330, RA1336, RA7342, RAN18, RA1424, RA143D, -1618, RP1411, RP1424, RP1430. RP1518, RD1418, RP1624, R01424 PRODUCT REVISED as .—plying with the Florida Building Code NOA-No. 1 "321.11 Expiration to 0212512027 By Miami- a e Product Control S: ROOF MOUNTED APPLICATIONS AFFRO'rD DESIGN CRITERIA: APPROVED DESIGN 200 PSF LATERAL CRITERIA: WIND LOAD N D 100 PSF UPLIFT ,�o WIND LOAD 'IT (CONCURRENT) TM DESIGN NOTES: SITE -SPECIFIC PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7.10 AND CHAPTER 16 OFTHE FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE DESIGN PRESSURE CAPACITY VALUES U EDHEREINFORANY AS5EMBLY AS SHOWN. DESIGN PRESSURE REQUIREMENTS SHALLBE DETERMINED BY A REGISTERED DESIGN PROFESSIONAL ON A JOB-SPKIRC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. GENERAL NOTES: 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE SIXTH EDITION (2017). THIS SYSTEM MAY BE USED WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE.. THIS DESIGN IS NOT INTENDED TO CERTIFY IM PAR RESISTANCE OF THE MECHANICAL UNIT CABINETRY. 2 NO 33-113% INCREASE IN ALLOWADLE STRESS IIAS BEEN USED IN THE DESIGN OF THIS SYSTEM. 3. DESIGN& CERTIFICATION OF ME UNIT CABINETRY IS APPROVED THROUGH TEST REPORT00323.01-15 BY AMERICAN TEST LAB OF SOUTH FLORID& 4. ALL DIMENSIONS AND THE MINIMUM WEIGHT (120 LB MINIMUM) OF MECHANICAL UNIT SHALL CONFORM TO UMITATiONS STATED HEREIN. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PEA MANUFACTURER RECOMMENDATIONS AND ARE THE E)(PRFSS RESPONSIBILITY OF THE CONTRACTOR. 5. ALL SHEET METAL SCREWS USED 10 FASt EN CLIPS TO MECHANICAL UNITS SHAI I. BE 410 (14 MIN THREADS PER INCH) GRADE 5 STEEL OR EQUIVALENT ONLY. BOLTS USED TO FASTEN ALUMINUM ANGLES TO SUPPORTING FRAME (BY OTHERS) SHALL BE ASTM F593 410 STAINLESS STEEL OR EQUIVALENT AND SHALL UnUZE SAE GRADE WASHERS B NUTS. PROVIDE (5) PRCHES MINIMUM PAST THE THREAD PINE FOR MEET METAL SCREWS. ALL FASTENERS SHALL HAVE APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS. ALL FASTENER CONNECTIONS TO AWMINUM SHALL PROVIDE hDIAMETER EDGE D STANCE. 6. ALUMINUM ANGLES SPECIFIED HEREIN SHALL BE 6061-T6 ALUMINUM ONLY. 7. CONNECTIONS TO THE SUPPORTING FRAME (BY OTHERS) CONSIDER A FRAME MEMBER MAT IS 6D61-T6 IN ALUMINUM WITH A MINIMUM 0.094' THICK FLANGE AT ATTACHMENT POINT, PERFORMANCE OF THE RAIL AS A STRUCTURAL MEMBER TO SUPPORT THE UNIT ASSEMBLY SHALL BE PER SEPARATE CERnFIGTION. 8. THE CONTRACTOR IS RESPONSIDLETO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. 9. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED &INSTALLED BY OTHERS. 10. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WEMSTAND SUPERIMPOSED LOADS SHALL BE VERIFIED BY ME ONSUE DESIGN PROFESSIONAL AND IS NOT INCLUDED IN THIS CERTIFIGTION.EXCEPT M EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL. CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED, 11. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE FOR SUE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A UCENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 12. WAI ER -TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE ME FULL RESPONSIBILITY OF ME INSTALLING CONTRACTOR. CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATION AND INSTALIATTON OF STRUCTURE PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATER-TIGHMFSS SHALL BE THE FULL RESPONSIBILITT' OF ME INSTALLING COWMCTOR. ```,„ILL fIN77j 115-2564RE m 49 -' 0 ••• 0 Is Is RHEEM SAS_ �.1CABY;.!INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CA#I� E�I6•,otN? S F•-L+TIE,-M)VA"&IPS: ROOF MOUNTED APPLICATIONS EXPLODED VIEW S• ,. Is'•500 • • J ••, UNIT N'DTH 93.7 \ / LENGTH 33.7� - • • • • • • • %�O It • • • • • •• UNIT HEIGHT \\ I SUPtORT FF✓.ME BY OTHERS). TYP 1 MOUNT EXPLODED VIEW '1 � MST B1' / N.T.S. FROWISIMETRIC THESEISOMEIRICSARE I CON W%-- L SEE DETAILA 2 MOUNT ISOMETRIC VIEW 1 N.T.S. FRONT ISO / BACK ISO f, 9VPPoRT FRAME OTHERS). WP.J I CINiER10CENTERI E 3 SUPPORT ANGLE 1 N.T.S. ELEVATION I ANGLE CENIEREO ABOUT FRAME. TYP. a TIE -DOWN CLIP ATTACHMENTS 1 N.TS. ELEVATIONS 2-11Y1)B^ 130 (MIN)-40'(NAX) LONG (LLH) ALUMINUM ANGLE CENTERED- ABOUrSUPPORT T-RAWE. TYP. V TIE -DOWN CLIP OFFSETS: a -•- --- -------- - DIM. 1 4.50^ MAX OFFSET FROM DATUM FACE d I — _ ,,� DIM. 2 28.00' MIN OFFSET FROM DATUM FACE ptl ~R n: CU B ttI'U DIM. 7 29.D0' M[N OFFSR FROM DATUM FACE SUPPORT g � FRAME (Br DIM. 4 13.00' MAX OFFSET FROM DATUM FACE N N n If DD OTHERS), TYP. T- N a p o N A F -..____.__ ° DIM. 1 G1 - - '-' 3/8"0 THRu BOLT WriH WASHERS G NUT CLIP OFFSE(DWFNSION SMALL _ _ CAT•TIfIOL FASTENING ANGLE TO B EET%KEN fROMT111i510E0NLY DATUM TALE BOX SUPPORTING FRAME. s TIE -DOWN CLIP LAYOUT NOW: UNIT SHALL BE CENTERED ABOUTTHE 20' RAILTC RAIL 'L+ 1 N.T.S. PLAN SUPPORTING FAAME(BYOTHETtS) 14.00, nEFERENCE TIE -DOWN CLIP MIAMI TECH CUP: 12GA (000') ASTM A853 Fu-00 KSI STEEL(CUTO14), MAMI TECH KIT 4 RRCUTD34K APPLICABLE MODELS: RA1348, RA1436, RA14428, RA1624, RA16363, RA1642B, RP1336, RP1348, RP1436, RP1442, RP1440, RP1530, RD1430 RP1536, RD1436, RP1542, RD1442, RA/UA1724, RA/UA2036, RAAJA2024 RP/UP1724, RPNP1736, RA/UA1736 RPNP2024 PRODUCT REVISED as complying with the Florida Building Code NOA-ae. 18-0321.11 Expiration Dip 102/25/2021 By _ Miaml-Dade Product Control iORINT, R lRT_. of ". OOOINt10 Z Q• Lum��sN WM LLNLL N Zo UI a �a� wDo Zkk Ym zz alai BE �w o WW on o w v � rn 0 c)2 3 P. �08 _j Zw§ U.J Ll� a 15'2564RE • , ... •R •• ,•:O ••• ••••, • RHEEM SALE,S►,�?`lV PArjY,•LNC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CAJ3INC•••T tY�A6-) Sj, L.TiF=:Do!udN'CLIPS: ROOF MOUNTED APPLICATIONS UNIT —UNR , , - 600 •• EXPIDDEOVIEW OD13LENGTH •• 0.T5 THE EETRICS ARE A .,, , ,• , . , INTENDED • INTENDNDEDDIA Fm _ , `, ,� • 1;. MARCAL H11M U EI • , , ONLY; ALTERNATE RNEBA UNIT$ N • • • • • • • LISTED HEREIN MAY VARY IN , • i0.3• APPEAPAICE UNITHEIGHT p .HOLD ADD (2) /IOX 3+— STAINLES$ STEEL SCREWS TO CONTROL BOXCOVERSID 4W(M LONG r 3p'(NIN)- L ALUMIX) ALUMINUM ANGLE$ WITH LENGTH CEMEREO ATTACH ANGLES TO FRAME WTH M}Iq•B THRL'BOLTS WITH WASHE R&NITATTHE INTERFACE BETWEEN ANGLE AND FRAME (TOT& OF (41 BOLTS WILLBEUSED) $UPPORTFRAME (BY OTHERS), TYP. 1 MOUNT EXPLODED VIEW 1 N.T.S. FRONT ISOMETRIC PGsr 11Y 3'.aN1/C x 3V'(MIN) -40-(MAX) LONG ALUMINUM ANGLE CENTERED ABOUT SUPPORT FRAME, TYP. a CUPC g�UI N cu a 2 MOUNT ISOMETRIC VIEW Z N.T.S. FRONT ISO / EACX ISO 3D•(MIM ao•(MAx) Y'I B0AN3 ATTACHANGLES TOFRAMEWRH i C Hp EOR (1)-%-0 THRUBOLTS. SEE -3NT.X'x X'(MN)- SLOT GENFRAL NOTES FOR I4W(MAX) LONG ADOITIONAL REINFORCING PLATE USED AT THIS LOCATION.IYP. ALUMINUM ANGI E T-- REDABOET SUPPORT __.. $UPI'ORT FRAME, TYP. SUPPORT INI00• TBY OlNER51, TYP. OTHERS), 6 MINIMUM UY _ _ GENTER TO CEMER 1 3 SUPPORT ANGLE 1 N.T.S. ELEVATION TIE -DOWN CLIP ATTACHMENTS 1 N.T.S. ELEVATIONS 00 00 00 00 ERE 0 REFERENCE 0 00 n Luu� -11 TIE -DOWN CLIP MIAMI TECH CUP: I2GA I, W) ASTM MM Flr-s0 NSI STEEL (CUTD14), MIAMI TECH IGT ARRWTD3 TIE -DOWN CLIP OFFSETS: DIM. 1 4.50• MAET FROM DATUM FACE 3"x N%" DIM. 2 30.00- MIN OFFSET FROM DATUM FACE CL GLE, DIM. 3 31.00' MIN OFFSET MOMDATUM FACE 0.7SUPPORTDIM. 4 I13.00" MAX OFFSET FROM DATUM FACE FRAME (BY -_—_—_— 0.125" OTHERS), TYP. APPLICABLE MODELS: RA1360. RA1442A. RA1448,RA1460, RA1630, 3/8'0 THRU BOLT WITH RA1636A, RP/UP2036, WASHERS & BUT RA1642A, RA1648, RA1680. CLIP OFFSET DIMENSION SHALL-7�.�.n���/-`Y4QN091_ — FASTENING ANGLE TO BE TAXEN THI FROM S SIDE ONLY DATUM FACE `BOX SUPPORTING FRAME. RP1360, RP1460, RP1548, RD1448, RP1580, RD1460, s TIE -DOWN CLIP LAYOUT RA/UA1748, RAUA1760, RA/UA2048, RA)UA2060, 1 N.T.S. NOTE 'HAL PLAN RPA1P1748, RP7UP7760, TAABOUTTEm'U.ORIL RPA1P2048, RPA)P2060, SUPPORINO FRAME (BY OTHERS) 0.216" MIN. 1'x3'x%' REINFORCEMENT PLATE AT THE UNDERSIDE OF THE FLANGE FOR AN -- - OVERALL FLANGETHIWESS SUPPORTING FRAME OF 0.216-MIN, TYP. (BY OTHERS), TYP. 6 REINFORCING PLATE 1 6" = 1'V SECTION P.E BEN 654 N _ ArfNt® AO MOr CpNrID®1n:r¢ AND NI111L0.1FTMEAE IS ND [OTAL 61GFAATIINE CW &X�T 1 PRODUCT REVISED as comp)yi7 with the Florida Building Code NOA-No. 18-0321.11 Expiration D 0212512021 If I MlamF-Da Control Dr4 Z OV r1 W w�LLQ" W 0 j=E'1 k (5 gas� d I< ygZ Lo- Z t co WW o ti W 112 o to OW LU y17/C!P//pN/l{` w �O 15-2564RE rAf I JCD ARCHITECT, INC A.A. #26001 560 125-lul NI � 1355 CORAL WAY 5U # 407 -3-1070 TEL. # (305)285-4343 MIAMI, FL 33 145 FAX # (305)285-4330 • •••••• • .•.. ...... .... 000000 . J � WIND LOAD CALAl CULATIONS 970 NE 100THSTREET MIAMI SHORES, D. 33138 .21 uan C.David ' 4 FULL ARCHITECTURAL 5ERVICE5 as RESIDENTIAL c:s COMMERCIAL cs CUSTOM DESIGN cz LEED CERTIFICATION JUANCDAVID@JCDARCHITECT.COM Description: Analysis by: ASCE 7-10 Wind Loads on Buildings (Directional Procedure) per ASCE 7-10 ser Input Data Basic Wind Speed (V) 175 mph _ Struc Category(I, Il. III, or IV) 1I Exposure (B, C. or D) B Struc Nat Frequency (0) 1 Hz Slope of Roof 3.0 :12 Slope of Roof (Theta) 14.0 Deg Type of Roof Hipped Kd (Directonality Factor) 0.85 Eave Height (Eht) 9.00 ft Ridge Height (RHt) -- 12.00 ft_ - Mean Roof Height (Ht) 10.33 ft Width Perp. To Wind Dir (B) 76.00 ft Width Paral. To Wind Dir (L) 52.00 ft Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.20 Flexible Structure No Importance Factor -------------- - Table 6-2 Values Alpha = 7.000 zg 1200 000 At = 0.143 Bt = 0.840 BM = 0.450 Cc = 0.300 I = 320.00 ft Epsilon = 0.333 Zmin = 30 00 ft • • • Gust Factor Cat I: Rigid Structures - Simplified Method G t • For rigid structyres (Nat Freq > 1 Hz) use 0.85 0.85 • • • • Gust Factor Category 11: Rigid Structures - Complete Analysis Zm • -- -- - Izry • Lzjh • Q • • • Zmin*;• • Cc' (33/z)^ 67 I*(z3)1,� - bn (1/(1*"*(OAn(B,L)+Ht)/Lzm)^0.63))^0.5 0.925' W 'Izm'3.4'Q / 1+1.7'3.4'Izm 30.00 ft ft 0.3048 309.99 0.9019 G • 0.8671 • • • Gust Factor Summary G • Sincg this is not a Flexible structure the lessor of Gustl or Gust2 are used 0.85 • • Fig 6-5 Internal Pressure Coefficients for Buildings, Gcpi Condition Gc i Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 0.18 -0.18 Figure 6-11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht - 60 ft r9 i � r r i a c_ a 8 a Hipped Roof 7 < Theta <_ 27 A 110 -_ A11 H FACTORED Wind Press (Iblft42) ALLOWABLE Wind Press (lb/ftA2) Component Area Zone GCp ftA2 Max Min Max Min Max Min ,,,3 50 0.91 -1.01 50.76 -55.43 30.46 -33.26 (100 0.95 -1.05__] 52.61 -57.28 31.57 -34.37 Note: ' Enter Zone 1 through 5, or 1 H through 3H for overhangs. M'® �pE MIA CONTROL E COUNTY y PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 4-2474 Florida 33 , 17 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) T (786) 31Miami, F (786) 175-2474 BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD-101" Aluminum Outswing French Doors w/wo Sidelites— L.M.I. APPROVAL DOCUMENT: Drawing No.11005-1 Rev H, titled "Alum. French Door & Sidelites, Impact", sheets 1 through 15 of 15, dated 04/04/2012 and last revised on 04/20/20, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. &MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. Use of Tables 1 or 2 (sheet 2) requires full length reinforcements (item # 22) for OX, XO, XXO, OXX, OXO and • *0%XO confjgWtions. The lower design pressure from table 1 or table 2 shall control. • • • • • • 2. i4andalone X. XX nd a g O configuration unit do not require, reinforcement (item #22). • • • • • • 3. • Applicable Egress pperable doors must comply with min clear width & height per FBC, to be reviewed by AHJ. A . • 4. I x or 2x buok L bd properly secured to sustain imposed load and to be reviewed by AHJ. • LAMLING: Fdd fftlit shall bear a permanent label with the manufacturer's name or logo, city, state and series and •..;.. followinj staterte-Af "Miami -Dade County Product Control Approved", noted herein. •..• • RIWWAL of Wj 140A shall be considered after a renewal application has been filed and there has been no change ...... • • • • � in the applicableh.Ylliing code negatively affecting the performance of this product. • Tk'Rll✓ VATICoi-ofthis NOA will occur after the expiration date or if there has been a revision or change in the materials, use, :not jnanufacture of the product or process. Misuse of this NOA as an endorsement of any product, fcx Al 0s; advertising dr any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #17-0504.01 and consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. i NOA No. 20-0427.01 MIAMI�ADEWNTY Expiration Date: October 18, 2022 Approval Date: September 03, 2020 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files # listed below) 2. Drawing No. 11005-1 Rev F, titled "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 04/04/2012 and last revised on 09/08/16, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors (w/ TPS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E.(submitted under file #16-0629.17) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked —up drawings and installation diagram of fixed sidelite (0) w/ insulated laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-6864, dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. (Submitted under files #12-0516.02/01- 1013.22) 3. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 • �;0 0• • 3) Water Resistance Test, per FBC, TAS 202- 94 • 4) Large Missile Impact Test per FBC, TAS 201-94 • • �' 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 • • • • • • � • Along wlhhi caked —up drawings and installation diagram of Aluminum outswing doors w/sidelites, • • 0 • • 0 0 pjtpared byii nestration Testing Laboratory, Inc., Test Reports No FTL -5212, dated 05/05/2007, :....: ' signed antl%mled by Carlos S. Rionda, P. E. (Submitted under files # 12-516.02/#11-1013.22) : "" C..' • 1CbLLCV i�dF?0NS (Submitted under file #15-0528.24) • 1� Ana'ho�'berification calculations and structural analysis dated 05/22/15, complying with FBC • 0 0 0 • • 214 �5te edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies w/ AST1v1E-1300-02, 04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 20-0427.01 Expiration Date: October 18, 2022 Approval Date: September 03, 2020 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for "Kuraray Butacite PVB Interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) former Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/16. F. STATEMENTS (Submitted under file #15-0528.24) 1. Statement letter of conformance to FBC 2014(5`h edition) and letter of no financial interest, prepared by PGT, dated 05/22/15, signed and sealed by Lynn Miller, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA #15-0528.24, expiring 10/18/17. 2. Test proposal # 16-0152 dated 03/09/16 approved by RER 3. Test proposals dated Jan 18, 2017 and 02/15/12 approved by Jaime D. Gascon, P.E. 2. Evidence submitted under previous approval A. DRAWINGS 1. Drawing No. 11005-1 Rev G, titled "Alum. French Door & Sidelites, Impact", sheets 1 through 15 of 15, dated 04/04/2012 and last revised on 09/17/17, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. None. • • • • C. ' 1*: Anchor verification calculations and structural analysis dated 08/01 /17, complying with FBC- • • • • .:2014 (�n > dition) & 2017(6th Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2" Glazibg coigplies w/ ASTME-1300-02, 04 & -09. • : • • • • D. • • 1. Miami Dade Department of Regulatory and Economic Resources (RER). ..... . ... ...... • • • • • • E.... =kTEWAL- CERTIFICATIONS • • • •: 1.' Notice'df Acceptance No. 16-1117.01 issued to Kuraray America, Inc. (former E.I. DuPont • • •, Dej*moors & Co., Inc.) for "Trosifol: Ultra clear, clear & color PVB glass interlayer" (former •. •.; "Kuraray Butacite PVB Interlayer)", expiring on 07/08/19. •: • • • • • • •2. Nofid of.Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) former • • • • Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5th edition), FBC 2017(61h edition) and letter of no financial interest, prepared by PGT, dated 08/01/17, signed and sealed by Lynn Miller, P.E. G. OTHER 1. This NOA revises & renews NOA #16-0629.17, expiring 10/18/22. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 20-0427.01 Expiration Date: October 18, 2022 Approval Date: September 03, 2020 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. New Evidence submitted A. DRAWINGS 1. Drawing No. 11005-1 Rev H, titled "Alum. French Door & Sidelites, Impact", sheets 1 through 15 of 15, dated 04/04/2012 and last revised on 04/2020, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per ASTM F588 and TAS 202-94 along with marked -up drawings and installation diagram of all PGT Industries, Inc. representative units listed below and tested to qualify Dowsi1791 and Dowsi1983 silicones, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09/03/14 FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal) FTL-20-2107.2, PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal) FTL-20-2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) dated 07/13/20, all signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis dated 04/15/20, complying with FBC- 2020 (7" Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. �i Glazing complies w/ ASTME-1300-02, -04 -09 & -16. • • • D. .. QIVALItY ASSURANCE Dade Department of Regulatory and Economic Resources (RER). E. WUTERIAY' CERTIFICATIONS -1,,. Notice U Acceptance No. 19-0305.02 issued to Kuraray America, Inc. (former E.I. DuPont DE :.. . NemqjV$.c Co., Inc.) for "Trosifol: Ultra clear, clear & color PVB glass interlayer" (former "Kuraray$utacite PVB Interlayer)", expiring on 07/08/24. •2. Noticee pf•Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) former Solutitarhio: for their "Saflex Clear or colored interlayer", expiring on 05/21/21. • : • • • • F. "ST,ATEMIEN'PS Statement letter of conformance to FBC 2020 (7t' edition), and letter of no financial interest, prepared by PGT, dated 04/15/20, signed and sealed by Lynn Miller, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises NOA #17-0504.01 and updates to FBC 2020 (7t' Edition), expiring 10/18/22. 2. RER Test proposals 919-1155 dated 01/10/20 approved by Ishaq T Chand- P P 15(,---7 1 • L 6,rn-1-- - isnaq i. t-nanua, r.E. Product Control Unit Supervisor NOA No. 20-0427.01 Expiration Date: October 18, 2022 Approval Date: September 03, 2020 E-3 • • ••• • • • • •• • ••w •• •• • •• • • • • • • • • • • • SERIES 101 OUTSWING, IMPACT RESISTANT FRENCH DOOR ANNSOR LIT•9 ••: ••. .: 1) GLAZING OPTIONS: SEE BELOW. • • • • • • • • ••• ••• • ••• ••• 2) DESIGN PRESSURES: (SEE TABLES 1-4 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PREVJJR� AI jD GLASS IA'BLES•A ATM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN A50. • • • • • 3) CONFIGURATIONS: X, O, XX, XO, OX, XXO, OXX, OXO, AND &C: • • : : 4) ANCHORAGE: THE 33 1/3 % STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8-11. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. 5) SHUTTERS ARE NOT REQUIRED. 6) SEALANTS: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7) REFERENCES: TEST REPORT FTL-4964, 5212 & 6864: ELCO ULTRACON, DEWALT ULTRACON+ & DEWALT/ELCO CRETEFLEX NOA'S 8) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE. APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION (AHJ). INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE, DP REQUIREMENT (LBS/FTC) FOR THE OPENING USING THE ASCE-7 STANDARD 2) ON SHEET 2, TABLES 1 & 2 REFER TO PRODUCTS THAT ARE 3181, NOM. GLASSSTACK GLS REINFORCED. TABLES 3 & 4 REFER TO PRODUCTS THAT ARE UNREINFORCED. DETERMINE THE DESIGN PRESSURE OF 3116" HS GLASS YOUR PRODUCT USING THE APPROPRIATE SET OF TABLES. .090" PVB1 OR PVB2 EXAMPLES ARE GIVEN ON SHEET 2. THIS DESIGN PRESSURE INTERLAYER NEEDS TO BE HIGHER THAN THE OPENING'S REQUIRED 1/8" AN OR HS GLASS DESIGN PRESSURE FROM STEP 1. n 4 1 3) DETERMINE YOUR ANCHOR GROUP FROM TABLE A, THIS SHEET AND YOUR GLASS TYPES, (A - D), FROM THE GLAZING DETAILS ON THIS SHEET. 4) FROM SHEETS 7-13, FIND THE SHEET THAT PERTAINS TO YOUR PRODUCT AND DETERMINE THE ANCHOR QUANTITIES REQUIRED. 5) ANCHORS ARE TO BE INSTALLED USING THE LOCATION GUIDELINES GIVEN IN THE NOTES ON SHEETS 7-13. SHEET 14 & 15 SHOW INSTALLATION CROSS -SECTIONAL DETAILS. DESIGN PRESSURE RATING IMPACT RATING SEE TABLES 1 - 4 RATED FOR LARGE & SMALL TAR[ F A ON SHEET 2 MISSILE IMPACT RESISTANCE Min. Anchor Anchor Type Frame Substrate Min.Edge Embedment or Group Member Distance Metal Thicknes At Concrete (min, 2.8 si) 1-3/4' 1.3111 1/4' Elco UlhaCor� Jamb Hollow Block (ASTM C90) 1-3/4' 1-1/4" 1 All Concrete (min. 3 ksl) 1-314' 1-3/8' 1/4' OeWalt UIIaCon� Jamb Hollow Block (ASTM C90) 1J/4" 1-1/4" All Concrete (min. 3.ksi) 13' / 1.3/4 2 1/4" 410 SS Elco/DeWalt Jamb Hollow Block (ASTM C90) 13/4' 1-1/4" CreteFlez® All Southern Pine (SG = 0.55) 1" All Southem Pine G = 0.55) 9116' 1 1 B' 012 SMS (steel, I" S.S. or All 6063-T5 Aluminum 3 410 S.S) All Steel, A36 All Steel Stud, A1003 G, 33 3/8' 0.0451' (18 Ga. 1) ALL ANCHOR HEAD TYPES ARE APPLICABLE. 2) MIN. OF 3 THREADS BEYOND METAL SUBSTRATE. 3) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. Material Min. Fy Min. F. Steel Screw 92 ksi 120 ksi 18-8 Screw 60 ksi 95 ksi 410 Screw 90 ksi 110 ksi Elco UltraCenO 155 ksi 177 ksi IA" DeWall UlhaCon40 410 SS Elco/Dewalt CreteFlez® 148 ksi 127.4 ksi 164 ksi 189.7 ksi 6063T5 Aluminum 16 ksi 22 ksi A35 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi 7/16" NOM. GLASS STACK 3/16" HS GLASS .090" PVB1 OR PVB2 316" AN OR HS GLASS i/2' GLASS SITE ez1ERlon 3/8" LAW NOM. GLASS TYPE A GLASS TYPE B AN = ANNEALED HIS = HEAT -STRENGTHENED TP = TEMPERED 112" GLASS BITE EXTERIOR y7/16" LAMI NOM. GLASS TYPE C GLASS TYPE D GENERAL NOTES ............ 1 GLAZING DETAILS ... ........ 1 DESIGN PRESSURES ...... 2 VERT. SECTIONS.............3 HORIZ. SECTIONS........... 4 PARTS LIST ...................... 5 EXTRUSIONS... ............ 6 ANCHOR QUANTITY........7.13 INSTALLATION... .............. 14-15 CODES / STANDARDS USED: • 2020 FLORIDA BUILDING CODE (FBC), 7TH EDITION • 2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION • ASTM E1300-09 • ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION • ALUMINUM DESIGN MANUAL, ADM-2015 • AISI $100-16 • AiSC 360-16 13116" NOM. GLASS STACK 118" HS GLASS 1/4" AIR SPACE 3/16" TP GLASSY 311 6"HS GLASS .090" PVB1 OR PVB2 INTERLAYER 1/2" GLASS BITE �a T6X ERIOR 13/16" LAMI IG NOM. GLASS TYPE E PVB1 = .090" TROSIFOLO PVB BY KURARAY AMERICA, INC. PVB2 = .090" SAFLEX/KEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO. a�0�1' 1' CEYM7£� as ee'+aPlytrtB wild Gl¢ :°Mrkd';. Aotepin��o Z-=-by-2�9—.o I 13t�taul%' astc�'i'�--�22 H) UPDATED TO FBC 2020, REVISED ANCHOR TYPE TABLE. ' AK - 04/15/20 N Y = LU > 0 5 in CI o 6 N a1a0 O 0 Z o LL LU Z co =W — WUo 00 Wux.o�0 .oN H LU Y o J 0M0 ) LU oz 65 o6 U) LL O 0 0 p 1aaYS ® p u = O O z wo Of z a,eas LL Q y cc I n U) cc 0 p aprl acap s ua5 \\111111111 //// �1 NSI1C6. . � .•�t`�'� No. 58705 •; - y�E, �L SS/OI NAL A. LYNN MILLER, P.E. P.E.# 58705 .. .. . . . .. .. . . • . . . . . . . . DESIGN PRESSURES FOR DOORS, ALL GLAi S TYPES • REINFORCED DOOR TO SIDE LITE OR UNREINFORCE S ANO-A O E I1ClOR X FRAME WIDTH IXXFRAMEIFRAME WIDTH 1 HEI!tT• • • 68 - 79 3/4" 7° - 83 3/4" 1 87 314" t 914HWO 80 WA 0/4" 30 37112" 60 713/4 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 75.0 -75.0 75.0 -75.0 TG F � DESIGN PRESSURES FOR SIDE LITES• • • • • REINFORCED DOOR TO SIDE LITE OR UNREINFORCED STAND•NI-ONESSIDIE UTE GLASS TYPES FRAME WIDTH FRAME HEIGHT• • • • • 6'- 79 34' 7° - 83 314" 1 87 314" 1 91 3/4- 8° - 95 3/4" 27 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 A 361/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +642 -64.2 36 314" +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 66.6 -66.6 +63.1 -63.1 8, C, D OR E 36 314" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 FOR MAX. SIZES OF COMBINED UNITS, SEE SHEETS 10-13. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE. APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION (AHJ). EXAMPLE 1, (USING TABLES 1 & 2): XO WITH GLASS TYPE B, REINFORCED, 33-1/2" WIDE X 79-3/4" HIGH SINGLE DOOR WITH 18" X 79-3/4" SIDE LITE (SEE NOTE 6) DOOR DESIGN PRESSURE=+75/-75 PSF SIDE LITE DESIGN PRESSURE =+75 / -75 PSF OVERALL DESIGN PRESSURE = +75 / -75 PSF EXAMPLE 3, (USING TABLES 3 & 4): OXO WITH GLASS TYPE C, UNREINFORCED, 30" WIDE X 87-3/4" HIGH SINGLE DOOR WITH (2) 26" X 87-3/4" SIDE LITES (SEE NOTE 8) DOOR DESIGN PRESSURE = +43.6 / 43.6 PSF SIDE LITE DESIGN PRESSURE =+47.2 / 47.2 PSF OVERALL DESIGN PRESSURE = +43.6 / 43.6 PSF EXAMPLE 5, (USING TABLE 1): X WITH GLASS TYPE A, 32" WIDE X 90" HIGH SINGLE DOOR (SEE NOTE 8) DOOR DESIGN PRESSURE=+751-75 PSF DESIGN PRESSURES FOR DOORS, ALL GLASS TYPES • • • • • • UNREINFORCED DOOR TO SIDE LITE XX FFCAME WfWfl FRAME HEIGHT 6'- 79 3/4" 7', 83 3/4" 87 34' 91 314" 80 - 95 3W' " 4° 47 3/4" +58.6 -58.6 IS'4 -55.4 +52.4 -524 +49.8 49.8 +47.4 -47.4 513/4" +54.9 -54.9 +51.6 -51.8 +49.0 -49.0 +46.5 46.5 +44.3 -44.3" R25 553/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 438 +41.641.6" 559 3/4' +49.0 49.0 +46.2 -46.2 +43.6 43.6 +41.4 41.4 +39.3 -39.3 4 %3 314" +43A 43.1 +43.1 43A +41.5 41.5 +39.3 -39.3 +37.3 -37.3 " 67314" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 " g° 713/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 734.0 DESIGN PRESSURES FOR SIDE LITES UNREINFORCED DOOR TO SIDE LITE GLASS TYPE FRAME WIDTH FRAME HEIGHT 68 _79 3/4" 7° - 83 3/4" 87 3/4' 91 3/4" 80- 95 314" 104" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0F+7&O -75.0 12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 -75.0 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 -59.0 A, B, CD E, 21 3/4" +6.5 -6.5 +610 -61.0 +57.8 55.0 -52.4 OR27 +52.9 -59 7.2 -47. +44.7 44.742.6 5. -35.2 +35.2 .35.2 +34.4 -34.4 -34.0 +34 -3.0 +4.0 -3404.0 FOR MAX. SIZES OF COMBINED UNITS, SEE SHEETS 10-13. EXAMPLE 2, (USING TABLES 1 & 2): OXXO WITH GLASS TYPE A, REINFORCED, 68" WIDE X 85" HIGH DOUBLE DOOR WITH (2) 36-1/2" X 85" SIDE LITES (SEE NOTE 8) DOOR DESIGN PRESSURE = +75 / -75 PSF SIDE LITE DESIGN PRESSURE = +70.4 / -70.4 PSF OVERALL DESIGN PRESSURE = +70.4 / -70.4 PSF EXAMPLE 4, (USING TABLES 3 & 4): OXXO WITH GLASS TYPE B, UNREINFORCED, 71-3/4" WIDE X 95-3/4" HIGH DOUBLE DOOR WITH (2) 36-3/4" X 95-314" SIDE LITES DOOR DESIGN PRESSURE = +34 / -34 PSF SIDE LITE DESIGN PRESSURE = +34 / -34 PSF DESIGN PRESSURE = +34 / -34 PSF NOTES FOR ALL CONFIGURATIONS: 1) FOR CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION, (XO, OX, XXO, OXX, OXO, OXXO), THE LOWEST DESIGN PRESSURE SHALL PREVAIL. 2) FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 4), IS REQUIRED AT DOOR TO SIDE LITE CONNECTIONS, WHEN USING TABLES 1 & 2. 3) DOOR AND SIDE LITE COMBINATIONS FROM TABLES 3 AND 4 DO NOT REQUIRE REINFORCEMENT ITEM 22. 4) DESIGN PRESSURES UNDER 40 PSF ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. 5) FOR DOOR -ONLY CONFIGURATIONS (X, XX), ONLY TABLE 1 IS APPLICABLE. REINFORCEMENT, PART#22, IS NOT REQUIRED. 6) FOR SINGLE, STAND-ALONE SIDE LITES (0), ONLY TABLE 2 IS APPLICABLE. REINFORCEMENT, PART#22, IS NOT REQUIRED 7) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDELITE ARE NOT AVAILABLE WITH REINFORCEMENT. 8) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. (E.G. FOR 32" "X" DOOR WIDTH IN TABLE 3, USE 33-1/2") OVERALL - GLASS TYPES (ALL TABLES THIS SHEET): EXAMPLE 6, (USING TABLE 1): XX WITH GLASS TYPE A, A. 3/8" LAMI (1/8" A, .090 PVB, 3/16" HS) 63-3/4" WIDE X 91-3/4" HIGH DOUBLE DOOR (SEE NOTE 8) B. 3/8" LAMI (118" HS, .090 PVB, 3/16" HS) DOOR DESIGN PRESSURE = +75 / -75 PSF C. 7116" LAMI (3/16" A, .090 PVB, 3/16" HS) D. 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) E. 13/16" LAMI IG (3/16" TP, 1/4" AIRSPACE, 118" HS, .090 PVB, 3/16" HS) ?iYm" r REVW-Z os rn pryfxg vilb tM FF°rWb tadding Cede Aaeepux. No ��•�i �(•29.0/ H) ADDED DESCRIPTION TO TABLE HEADERS. -AK-04/1520 N Y = w > v o 3 "aa O o 0 to ti 0 7 C. O M (A C) Z LL _ W = W w A O 0 C)00 W uMo.O '°N {- J MO W v� > v w oZm � to 06 LL 0 of 0 cn N m O W 1aa45 � U) z U U 2 O F OX Z w L W al°°s LL a ¢ o 0 all!1 'asap sauas \CENS No. 58705 = "9 020 TATE OF C(7�` '•.FC ORIDi"..•'G�� 'S,/ONAL tc \`\ A, LYNN MILLER, P.E. RE 4 58705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . . . .. . . . . . • • • • EXTERIOR • • • • • • • •• • • • •• •• •• • • • • • • • • '; ' ': 60 : INTERIOR OOR 2AME s SL SECT. B-B VERTICAL INTERIOR CLEAR -COLORED SEALANT MAX. SIDE LITE FRAME HEIGHT EXTERIOR c—�> INTERIOR SL VIEW G-G CORNER ASSEMBLY AT HEADMAMB AT SILIJJAMB Cr u v� P�gLL40siLls Hc--snl:Ccde OV Z DI A' -!Plane Ne�•e F:�tnsi's" L�IcJr2f1�1.2.2- L�4rss H) NO CHANGES THIS SHEET. - AK - 04/15120 's c N Y 2 W > o p o O 1n In ,Ipa O 6 N o: 014 iM Z Z U_ C l L =W� (n g H W J 7M0 >rn w p0 LL O O 1n - O Z 1aa45 ® p O z U F w Z Z a1 K LL LL J Q _j v~i U -j it � J o Q j aq!y �sa0 sauas LYtVV LCEN& * No. 58705 %pOc ITATE F (V ` SS/ONAL ENG 111111100 A LYNN MILLER. P.E. P.E.# 58705 . . ... . . . ... .... . ...... . . . . . . . . . . . • • • • . . ... . . ... •4 .. • • • • 4AK.'XX•FRAMEMDTIf • ••• ••• • ••• •• .... I _ MAX. IT DLO--] 'XX' SECT. C-C 44 HORIZ. 46 45 MAX.'X' FRAME WIDTH SPACING, SAME AS 3i4" JAMB ANCHOR SPACING 6% (SEE SHEETS 7, 8 AND 9)MAX. SL FRAME WIDTH--{ MAX. SEE NOTE 3, 22 - DLO THIS SHEET G �J SL SECT. E-E HORIZ. (DOOR W/ SIDE LITE) MAX. DLO REINFORCEMENT NOT REQUIRED FOR STAND-ALONE'XX' DOORS. REINFORCEMENT INTERIOR NOT REQUIRED FOR STAND-ALONE 'X' DOORS. REINFORCEMENT MAX. SL FRAME WIDTH NOT REQUIRED FOR STAND-ALONE'O' MAX. DLO SL SECT. F-F HORIZ. (SINGLE SIDE LITE) EXTERIOR 1) CLEAR OPENING FOR AND'XX' DOORS AS FOLLOWS: WIDTH: 'X' DOORS = DOOR FRAME WIDTH - 5.646 XX' DOOR = DOOR FRAME WIDTH 12 - 4,079 HEIGHT: DOOR FRAME HEIGHT - 3.259" 2) SIDE LITES OVERLAP AND'XX' DOORS BY 314" WHEN ASSEMBLED TO MAKE 'XO','OX', 'OXO"XXO', 'OXX' AND'OXXO' CONFIGURATIONS. 3) FULL LENGTH REINFORCEMENT APPLICABLE TO DOOR AND SIDE LITE COMBINATIONS FROM TABLES 1 AND 2, SHEET 2' ITEM 22 IS NOT REQUIRED WITH COMBINATIONS FROM TABLES 3 AND 4, SHEET 2, OR WITH STAND-ALONE'0', 'X' 8'XX' CONFIGURATIONS FROM TABLES 1 AND 2. IDUE r �ai�hl d "- . av eopFl+trp, 7ieNing47�k �.o427.a/ H) NO CHANGES THIS SHEET. - AK - 04/15/20 j .,,ay a O O o U) n N aloa O 0 Q M (n O O LL o00 W M US d a 0(.) m W �— a 'oN � w 0> j ama w o2 m O U) 08 IL O O O ® O U IaaVS # = w F o F U LU w J H z alo%s N LLLL Z O N a: a OLL o al!!1 Is -as \\tttttli 111/I// NY LYNN . Z. ��`C\.'�10ENSP/fit' * No.58705 O� S \1E F (V\ III A. LYNN MILLER, P.E. P,E.# 58705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . .. • T. • • • • STRUC;RAL • M'i•IiII • • PjelSQBUTAENE :4 il" • WITH DESIJANT: • • �3DiSPACE EXT. GLAss 80 4SG TPS • • • • • • • .-INT. GLASS • • • • • • • •-11,10-R IELT BUTYL STRUCTURAL SILICONE 3/16" NOM. FOAM WITH DESICCA SUPER 1. GLASSNT °' SPACERURNXTTM GLASS ALUMINUM REINFORCEMENT 6/16" NOM. BUTYL & DESICCANT FOAM DURASEA0 EXT. GLASS 82 SPACER INT. GLASS POLYISO- DESICCANT FILL AREA BUTYLENE —5/16'NOM. SEAL SILICONE SEAL ROLL -FORMED STAINLESS STEEL EXT. GLASS XL EDGETM 83 SPACER INT.GLASS Part# Description Material 00 iKommeding4SG TPS Spacer System Seo Ihis 81 Ouanex Super Spacer nXf xilh Hot Melt Butyl Sheet !or 82 ouanez Duraseal Spacer Materials 83 ICardinal XL Edge Spacer Ktr tKLNL;t I tJ I Kt_rum l o: r l L-or l 7, oy00 a Dar v USED AND ARE NOT PART OF THIS APPROVAL. kitaouc r ttEVM as �phF%van Cx F7n'.1? tRw'dnrg Ode Auepinace No `'"•"�l2%;,O) Ezpimo,, Dorc a 'L-Z rYrods>bCeaBt! H) ADDED BACKBEDDING. - AK-04/15/20 c N y 2 7 O naH p <* o O to Y• BJ a K 7 (� N O O z 1i m g Z W WU2 coWs LZ C� w u.¢.ri a YI- I.-W j 'ON 0M0 o > wJO"w o o p ® Q p iaa45 z 2 z W U to Z o r W d tL Z -j a co d \\�11111111///'r ONY LY N/V 0CENSF --.. � No.58705 ° 411 !ONAL IE�G A LYNN MILLER. P.E. RE# 58705 1.750 4.000 062 - DOOR PANEL 30 TOP & BOTTOM RAIL 6063-T5 1.750 --{ 4.100 .062 DOOR PANEL 31 SIDE RAIL 6063-T5 3.655 I-.---- 3.111 .550 1.400 .050 y FILLER HEAD ADAPTER 1 6063-T6 �3.000 l 1.272 i 47B i j-1 � 050 OFRAME HEAD 6063-T6 050 079 1.489 .489 I 3.000--+� 11 OUTSWING THRESHOLD 6063-T6 • •�1.75111,� �1.750- •• • • • • • • ••• • . • • • • • • • �- ! 4 OID • 'Q62 • • • f 66 DOOR PANEL 44 INTERIOR ASTRAGAL 6063-T5 • •I • 062 a.100 •I • •4 675 Ll DOOR PANEL 45 EXTERIOR ASTRAGAL 6063-T5 1.500 .125 j .8�05 �- j, .750 II fl, �.050 683 I1Ij llll��� � O34 TRUSS CLAP 74 3/16" GLAZING BEAD O 6063-T5 6063-T5 60 SL HEADER 6063-T6 i [--.363 1L�^ .683 [-.050 I�II�r �tij;�I�T. 518" GLAZING BEAD %6 6063-T5 5.212 4.586 �-3.100 61 SL SILL 60631 T6 r i.4801 050 3.000 -_ 20 DOOR FRAME JAMB 6063-T6 1.578 rl .890 oso 3.000 BZ SL JAMB 6063-T6 .050 1.620 �- 3T WEATHER STRIP CHANNEL 6063-T5 9.375 2.125 125 32 HINGE 6063-T5 74 IG GLAZING BEAD 6063-T5 .504 --- I -� .830 36LLLL0 .055 --�^ .����� U U�I+--� OUTSWING THRESHOLD 13 CHANNEL COVER 6063-T6 2.980 2.750 O50 1.000 650� SLJAMB F)6 ADAPTER ,125 22 TUBE MULL 6063-T6 6063-T6 VROAUL r REYft'50 as ��Pb•h4i altL ICe F1orUt �Mx c�ee ApeeFgance No _ -0,LL7- O1 a ai. rrma H) CORRECTED TUBE MULL TEMPER. ' - AK - 04115r20 Y = w > C3 p v O 0 m } r alo0 0 N U7 0 M (D O 0-1 W z1L ED = W 7 0 07 g u HwY as LU U) - ILL 0 K CID 0 ® N 0 ❑ 1a14$ z 0 z o z cc rn O a� N LL (D J � O Q W ❑ ins �sao sal.as N`( LYNN 0 .... �'��` •' �10EN,yF����' No. 58705 rvtATF`�F (V� 'rhlrulul` A. LYNN MILLER. P.E. P.E.# 58705 X DOORS, ALL GLASS TYPES ANCHOR TYPE 8 SUBSTRATE 2, 3, WOOD 3ALUM 1 1 2 CONC LOAD ZONES R12 U WWIDTH x25.50 MAX DOOR MAX FRAME HEIGHT 79.75 83.75 87.75 91.75 2 2 2 295.75 2 27.50 79.75 83.75 87.75 91.75 95.75 5 2 4 2 5 2 4 2 5 2 4 2 6 2 4 2 6 2 4 2 29.50 79.75 83.75 87.75 91.75 95.75 5 2 4 2 5 2 4 2 6 2 4 2 6 2 4 2 6 2 4 2 31.50 79.75 83.75 87.75 91.75 95.75 5 2 4 2 6 2 4 2 6 2 4 2 6 2 4 2 7 2 4 2 33.50 79.75 83.75 87.75 91.75 95.75 6 3 4 3 6 3 4 3 6 3 4 3 7 3 4 3 7 3 4 3 35.50 79.75 83.75 87.75 91.75 95.75 6 3 4 3 6 3 4 3 6 3 4 3 7 3 4 3 7 3 4 3 37.50 79.75 83.75 87.75 91.75 95.75 6 3 4 3 6 3 4 3 7 3 4 3 7 3 4 3 7 3 4 3 . . ... . . . ... • • • • • • • w • • ! ••• • • • ••• ••• • ••• ••• •• • • • •• ••• as 0. MAX. + 3 • • • • • • • • 13-114" MAX. j 23-1/8" MAX. O.C. 95-3/4" / o MAX. FRAME HEIGHT B4-3/8" MAX. DLO D-D \ 4 40" \ (TYP.) 24-W16\ ...- MAX. DLO\ 37-112" MAX. DOOR FRAME WIDTH TYP. DIMENSIONS OF SINGLE DOOR, X HEAD ZONE "C" 0 0 N SILL 1-� ZONE "C" LOAD ZONES FOR SINGLE DOOR, X NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-114" MAX. FROM CORNERS AND 23-1/8" MAX. O.C. HEAD 8 SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 204/8" MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEET 14. Design Pressure See Sheet 2, T.N. 1 =srz r BEv=-W A-Ptancr H) NO CHANGES THIS SHEET. - AK - 04/15/20 z` Y = W > o V U) O 0 } (o N slop O LL 7 N O A fD o J , C, Z W Z UUd WLU -7,-7 ""7 H J JM0 W o>� o Z W as LL O u� ® O aa45 to m 0 = Z z o n: to a o s LL J N w JO K J Q (] X O ap,l rose0 caya5 `\, �11111 I I///, N0.58705 a-: 4- � 6 C Li� O. STATE OF (V44/ A. LYNN MILLER, P.E. P.E.N 58705 TARI F A' XX DOORS, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2, 3, WOOD 3ALUM 1 2 CONC LOAD ZONES Q 0 � N w x X Q X 0 J y a x 1, X DOOR FRAME WIDTH MAX FRAME HEIGHT 47.75 79,75 83.75 87.75 91.75 95.75 4 3 4 2 5 4 4 2 5 4 4 2 5 4 4 2 5 4 4 2 51.75 79.75 83.75 87.75 91.75 95.75 5 4 4 2 5 4 4 2 5 4 4 2 5 4 4 2 6 4 4 1 3 55.75 79.75 83.75 87.75 91.75 95.75 5 4 4 2 5 404 5 6 6 59.75 79.75 83.75 87.75 91.75 95.75 5 5 4 2 5 5 4 1 2 6 5 4 3 6 5 4 3 6 5 4 3 63.75 79.75 83.75 87.75 91.75 95.75 5 5 4 2 6 5 4 3 6 5 4 3 6 5 4 3 7 6 4 3 67.75 79.75 83.75 87.75 91.75 95.75 6 5 4 3 6 5 4 3 6 5 4 3 7 6 4 3 7 6 4 3 71.75 79.75 83.75 87.75 91.75 95.75 6 5 4 3 6 5 4 3 6 5 4 3 7 6 4 3 7 6 4 3 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 20-718" MAX. O.C. • •9" MAK R, • • MAX. � • • • �I•• • • • -rr• rw- - I -•ri • • • • • • ✓ • • • • • • � • '� . O.C. 84-3/8" ® 95.3/4" MAX. DLO / MAX, / FRAME \ / HEIGHT a \ / L]24\111-64MADLO\ / A -A 3 71-3/4" MAX. DOOR FRAME WIDTH TYP. ELEVATION OF XX CONFIGURATION HEAD ZONE "D" g" HEAD �IMAX ZONE'D'� / \ 13.05" / \ O.C. Z / \ i 0 QN 91-3/4" m \ / \ / 13-1 /4' 20-7/8'• s" � 6' MAX. SILL Mom' SILL ZONE "D" ZONE 'D" Imo--- 63.3/4" ---+j LOAD ZONES FOR XX CONFIGURATION & ANCHORAGE LAYOUT USED IN EXAMPLE Design Pressure See Sheet 2, Table 1 NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13.1/4" MAX. FROM CORNERS AND 23-1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/8"MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE DETAILS SEE SHEET 14. EXAMPLE: XX WITH GLASS TYPE A. 63-3/4" WIDE X 91-3/4" HIGH DOUBLE DOOR, ANCHOR TYPE 3 INTO WOOD DESIGN PRESSURE = .75 /-75 PSF, SEE EXAMPLE 6, SHEET 2 FOR DP EXAMPLE DOOR ANCHOR REQUIREMENTS FROM TABLE 6: 6 ANCHORS @ EACH JAMB 5 ANCHORS EACH DOOR PANEL @ HEAD 5 ANCHORS EACH DOOR PANEL @ SILL OSEE CIRCLED VALUES ON TABLE 6. X = DENOTES ANCHOR LOCATION. �Rallilc f BEtll4t.$9 14AOmplyie8 with dw Ftmrw ia4 ca& Aeetplooe<Ne,�lit!"O) Espilgtioo IMIe 7C�� H) NO CHANGES THIS SHEET. - AK-04115120 N Y = W v >a > o a 0 U� U >1e0 O K p n U) o zLL� 2 W to g M»0 U 0 W „ IW- W `i 0M0 LU C3 rn 0 z wo O OOD O »VS ® u fn u Z U Z O Z F W J LL Q w O ct: a X o '� '•1.10ENyF'•. ���!� �. . No. 58705 ,SOT . TAT OF i FLORIO �S •'• P,.•' N, G S/ONAL E��`` ''//Iilll111 �� A. LYNN MILLER. P.E. P.E.a 58705 O SIDE LITE, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2, 3, WOOD 3ALUM 1 2 CONC LOADZONES m ¢ O w � rn w O m ¢ O w J rn w O MAX SIDE LITE FRAME FRAME HEIGHT 10.75 79.75 83.75 87.75 91.75 95.75 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 12.75 79.75 83.75 87.75 91.75 95.75 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 19.00 79.75 83.75 87.75 91.75 95.75 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 1 2 4 2 4 2 21.75 79.75 83.75 87,75 91.75 95.75 4 2 4 2 4 2 4 2 4 2 4 2 5 2 4 2 5 2 4 2 27.75 79.75 83.75 87.75 91.75 95.75 5 2 4 2 5 2 4 2 5 2 4 2 6 2 4 2 6 2 4 2 36.13 79.75 83.75 87.75 91.75 95.75 6 3 4 3 6 3 4 3 7 3 4 3 7 3 4 3 7 1 3 4 3 36.75 79.75 83.75 87.75 91.75 95.75 6 3 4 3 6 3 4 3 7 3 4 3 7 3 4 3 1 7 3 4 3 . . ... . . . ... .... . ...... . . . . . . . . . . . • • • ••• • • • • • • •• • • • •• • ••• ••• • ••• ••• •• • • • •• ••• •• • i •MAA. 06. • I • • • • • • • • MAX. • • • • • • • • • 1 13-114" MAX. 2 MAX.D.C.X. O./ 95-314" 84-318" MAX. MAX. DLO FRAME HEIGHT F-F 4 33-5/8" MAX. DLO B-B 3 36-3/4" MAX. IDE LITE FRAME WIDTH TYP. ELEVATION OF SINGLE SIDELITE O HEAD ��- ZONE "E" Z 0 E 0 m SILL ZONE "E" LOAD ZONES FOR SINGLE SIDELITE, O NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-1/4" MAX. FROM CORNERS AND 23-1/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24-3/4" MAX. O.C. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 4) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEET 15. Design Pressure See Sheet 2, Table 2 PW)9IXrm-vmm rK rn plying with tla FbV115 Nitdi gCM° Amptaere No?o-0427- of F p(rutcan edlc�-(,�y,\Z A{) IR' Gzlk ro6tuf Qrj'a1 H) NO CHANGES THIS SHEET. - AK - 04115/20 Y = W > v o � ay p C o O to r °7°0 0 7 (� N 09 z O J 2 W Z 'W S W C) to (e W _ m W F- ­0 .°N {- W Or � 9n0 > W o 2 o 0 ot1 O O m p O aa4s Z Z U 0 z W LL J W s -j O S O alll ��sad sauas No.58705 - YY rAR�o Off'. (V�� ''pis TOI NAL E-N A. LYNN MILLER, P.E. P.E.M 58705 Xo & oX, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2.3. WOOD 3 ALUM 1,2, CONC LOAD ZONES m 0 w to w x 0 o rn w x x ¢ f x m 2 0 w 0 w = 0 5 0 w x x x MAX SIDE LITE FRAME WIDTH MAX'X DOOR FRAME WIDTH FRAME HEIGHT 10.75 25.50 79.75 83.75 87.75 91.75 95.75 4 2 1 3 1 5 1 4 1 2 2 1 4 4 2 4 5 4 2 2 4 4 2 4 5 4 2 2 4 4 2 4 5 4 2 2 4 4 2 4 6 4 2 2 4 12.75 27.50 79.75 83.75 87,75 91.75 95,75 4 2 4 5 4 2 2 4 4 2 4 5 4 2 2 4 4 2 4 5 4 2 2 4 4 2 4 6 4 2 2 4 4 2 4 6 1 4 2 3 4 19.00 29.50 79.75 83.75 87.75 91.75 95.75 4 3 4 5 4 2 2 4 4 3 4 5 4 2 2 4 4 3 4 6 4 2 2 4 4 3 4 6 4 2 3 4 4 3 4 6 4 2 3 4 21.75 31.50 79.75 83.75 $7.75 91.75 95.75 4 3 5 5 4 2 2 4 4 3 5 6 4 2 2 4 4 3 5 6 4 2 3 4 5 3 5 6 4 2 3 4 5 3 1 5 7 4 2 3 4 27.75 33.50 79.75 83.75 87.75 91.75 95.75 S 3 5 6 4 2 2 4 5 3 5 6 4 2 3 4 5 3 5 6 4 2 3 4 6 3 5 7 4 3 3 4 6 3 6 7 4 3 3 4 36.13 35.50 79.75 83.75 87.75 91.75 95.75 6 4 5 6 4 3 3 4 6 4 5 6 4 3 3 4 7 5 5 6 4 3 3 4 7 5 6 7 4 33 4 7 5 6 7 4 3 3 4 36.75 37.50 79.75 83.75 87.75 91.75 95.75 6 4 5 6 4 3 3 4 6 4 5 6 4 3 3 4 7 5 5 7 4 3 3 4 7 5 6 7 4 3 7 5 6 7 41 3 1 3 j 4 ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE TO BE DETERMINED INDEPENDENTLY. . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • 9" MAX. - 20-740" MAX. Q.C. • • • 6 MAX. I jam' • • 3 • • • • \- - • . • 13-1/4"MAX. • • SEE TABLES tA, •• • • \ •• • ET2FOR •3-1/8" • • • • �• • • NFORCEMENT MA:• O.C. • -. • • • •, •41 • &EQUIREMENTS. . . . • • 84-318" MAX' Im MAX. DLO / / FRAME HEIGHT / 4 24-9/16" 33.58" -/MAX.DLO MAX. DLO / 13-1 /4" MAX. A- 3 3 3E3/4" MAX. SIDE 37-1 /2" MAX. DOOR LITE FRAME WIDTH FRAME WIDTH 73-1/2" MAX. DOOR + SIDE LITE FRAME WIDTH TYP. ELEVATION OF XO CONFIGURATION }I (OX SIMILAR) HEAD I 9 MAX. ZONE -'i �" � 6" MAX. �{ a \ m \ 0 0 N / m a / / / 9" MAX. 24�'� 6" MAX. SILL ZONE"D" SILL ZONE "E" _T LOAD ZONES FOR XO CONFIGURATION & ANCHORAGE LAYOUT USED IN EXAMPLE (OX SIMILAR) Design Pressure Reinforced: See Sheet 2, Tebfes 1 & 2 Unreinforced: See Sheet 2, Tables 3 8 4 NOTES 1) SEE SHEET i FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-1/4" MAX. FROM CORNERS AND 23-118" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24-3/4" MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS 14 & 15. 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT. 7) SIDE LITE OVERLAPS DOOR BY 3/4" ONCE ASSEMBLED. EXAMPLE: XO WITH GLASS TYPE B, 36" X 84" SINGLE DOOR WITH 36" X 84" WIDE SIDE LITE, ANCHOR TYPE 3 INTO CONC. DOOR DESIGN PRESSURE = .75 / -75 PSF DOOR ANCHOR REQUIREMENTS FROM TABLE 8: 4 ANCHORS @ DOOR JAMB 3 ANCHORS DOOR PANEL @ HEAD 3 ANCHORS @ DOOR PANEL @ SILL 4 ANCHORS @ SIDE LITE JAMB 3 ANCHORS @ SIDE LITE @ HEAD 3 ANCHORS @ SIDE LITE @ SILL OSEE CIRCLED VALUES ON TABLE 8. X = DENOTES ANCHOR LOCATION. ftwuC r REvrlp :i w cooplybrg wNb the Ff,4f& 1loMingCafc A.e puu, Nn �Y2%' 01 H) NO CHANGES THIS SHEET. - a AK - 04115/20 N Y x Lu v Da > O v O r O DIDp fn ut UIr o c'> cn o -1 w] OD- (OD x LLi WZ 00 of 7B u.xo�p .DN J omo Lu c�> w D5 LLO � O o so ® mLl (j fn looNS fn x J Z " U Q O I- Z LL1 H w ciD�s u) w Q J o -6 M 4 O Q �`( LYN,V No.58705 OT . rnr OF tV �''/,S, �OA�AL 1E� �`• A. LYNN MILLER, P.E. P.E.# 58705 OXO, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2, 3, WOOD 3 ALUM / 2 CONC LOAD ZONES ¢ O W w x O J w x X ¢ O i W _ w x O EJ, J w x X MAX SIDE LITE FRAME WIDTH MAX 'XMAX DOOR FRAME WIDTH FRAME HEIGHT 10.75 25.50 79.75 83.75 87.75 91.75 95,75 4 2 7 4 2 3 4 2 7 4 1 2 j 3 4 2 7 1 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 12.75 27.50 79.75 83.75 87,75 91.75 95.75 4 2 7 4 2 3 4 2 7 4 2 13 4 2 7 4 2 3 4 2 7 4 2 5 4 2 7 4 2 5 19.00 29.50 79.75 83.75 87.75 91.75 95.75 4 3 8 4 2 3 4 3 8 4 2 3 4 3 8 4 2 5 4 3 8 4 2 5 4 3 8 4 2 5 21.75 31.50 79.75 83.75 87.75 91.75 95.75 4 3 8 4 2 3 4 3 8 4 2 5 4 3 8 4 2 5 5 3 8 4 2+ 5 5 3 10 4 2 5 27.75 33.50 79.75 83.75 87.75 91.75 95.75 5 3 8 4 2 3 5 3 B 4 2 5 5 3 8 4 2 5 6 3 1 101 4 1 3 1 5 6 3 1 101 4 3 1 5 36.13 35.50 79.75 83.75 87.75 91.75 95.75 6 4 8 4 3 1 5 6 4 8 4 3 5 7 5 8 4 3 5 7 5 101 4 3 1 5 7 5 101 4 3 1 5 36.75 37.50 79.75 83.75 87.75 91.75 95.75 6 4 8 1 4 3 1 5 6 4 8 4 3 5 7 5 10 4 3 5 7 5 10 4 3 5 7 5 10 4 3 5 wvi.n�n u�nn r i i iw rvn r wn nr.v �r�c �� � c r.. oc DETERMINED INDEPENDENTLY. 23-118" MAX. O.C. . . ... . . . ... • • 000 • • • • • • • • • • 2a-7/lMA�.=J.C. • • • • • • 6" MAX. 6"MAX. • • 6" MAX : I : • -A : - ---��- 24-314" MAX. O.C. 13-114" MAX. • • • • • • / • / ® 95-3/4" MAX. 84-318" M)kX. DLO ® FRAME HEIGHT / \ 4 33-5/8" MAX. DLO 24-9/16 MAX. DLO\ A- B-B 36-3/4" MAX. SIDE 3 3 LITE FRAME WIDTH 37-1/2" MAX. DOOR FRAME WIDTH 109-12" MAX. DOOR SIDE LITE FRAME WIDTH = NOTES: TYP. ELEVATION OF OXO CONFIGURATION (NOT AVAILABLE WITH REINFORCEMENT) ZONE "E"�ZONE'FZONE"E"� m 0 / / N / SILL -_Ij-- SIcL SILL nuF LOAD ZONES FOR OXO CONFIGURATION w O N Design Pressure Reinforced: I NIA Unreinforced: I See Sheet 2, Tables 3 & 4 1) SEE SHEET i FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-1/4" MAX. FROM CORNERS AND 23-1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20.78" MAX. O.C. HEAD &SILL OF SIDE LRES: 6" MAX. FROM CORNERS AND 24-3W MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS 14 & 15. 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILEABUTS A SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT. 7) SIDE LITE OVERLAPS DOOR BY 3/4" ONCE ASSEMBLED. aalaxic"EvrwD �s-o 4 17 01 H) NO CHANGES THIS SHEET. - AK-0411520 N Y 2 > p o O 1n 6 1- a1=0 0 O Cl) W O ZLL w W W E Ne,O .oN H W Y J JMO > w oZ� O od ot1 O O ® O 1a-4S U) p ZN O Z U) ' Z F W LL �IcoS g o O O elll '�sa0 sauaS NYcE +sN 411 * No.58705 S �EF <(/\ '"IS/Ol`lAk� A LYNN MILLER, P.E. P.E.# 58705 XXO & OXX, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2. 3, WOOD 3 ALUM 1,2, CONC LOAD ZONES .m m 2 ' O iu O a r O 6 m a X O J m o w x X iJJ. J N O tu x X m m ' O lu J J o W x O 6 ¢ X N _ X u. N _ X MAX SIDE LITE FRAME WIDTH MAX 70C DOOR FRAME WIDTH MAX FRAME HEIGHT 10.75 47.75 79.75 83.75 87.75 91.75 95.75 4 2 4 3 1 6 1 4 2 4 2 3 4 2 5 4 7 4 2 4 2 3 4 2 5 4 7 4 2 4 2 3 4 2 5 4 7 4 2 4 2 3 4 2 5 4 7 4 2 4 2 3 12.75 51.75 79.75 83.75 87.75 91.75 95.75 4 2 5 4 7 4 2 4 2 3 4 2 5 4 7 4 2 4 2 3 4 2 5 4 7 4 2 4 2 3 4 2 5 4 7 4 2 4 2 3 4 2 6 4 7 4 2 4 3 1 5 19.00 55.75 79.75 83.75 87.75 91,75 95.75 4 3 5 4 4 2 4 2 3 4 3 5 4 _7 7 4 2 4 2 3 4 3 5 4 7 4 2 4 2 3 4 3 6 4 7 4 2 4 3 5 4 3 6 4 8 4 2 4 3 5 21.75 59.75 79.75 83.75 87.75 91.75 95.75 4 3 5 5 8 4 2 4 2 3 4 3 5 5 8 4 2 4 2 3 4 3 6 5 8 4 2 4 3 5 5 3 6 5 B 4 2 4 3 5 5 3 6 5 8 4 2 4 3 5 27.75 63.75 79.75 83.75 87.75 91.75 95.75 5 3 5 1 5 8 4 2 4 2 3 5 3 6 1 5 8 4 2 4 3 5 5 3 6 5 8 4 2 4 3 5 6 3 6 5 8 4 3 4 3 5 6 3 7 6 10 4 3 4 3 5 36.13 67.75 79.75 83.75 87.75 91.75 95.75 6 4 6 5 8 4 3 4 3 5 6 4 6 5 8 4 3 4 3 5 7 5 6 5 8 4 3 1 4 1 3 5 7 5 7 1 6 101 4 3 1 4 1 3 1 5 7 5 7 1 6 101 4 3 4 3 5 36.75 71.75 79.75 83.75 87.75 91.75 95.75 6 4 6 1 5 8 4 3 4 3 5 6 4 E 5 9 4 3 4 3 5 7 5 6 5 9 4 3 4 3 5 7 5 7 6 10 4 3 4 3 5 7 5 7 6 10 4 3 4 3 5 ANu um u 11111 9- DETERMINED INDEPENDENTLY. . . ... . . . ... .... . ...... . . . . . . . . . . . Design Pressure 9" MAX. i • • 000 • • Reinforced: See Sheet 2, Tables 1 8 2 20.7/8" MAX. O.C. - •'�• • • • • • • • • • • • 9" MAX. • 24-314" MAX. O.C. Unminforced: See Sheet 2, Tables 3 & 4 6" MAX. --�-{• iii • • • I • • A'p` • • B$ • 3 6" MAX. • /• • • 23-1/8" 23418" MAX. O.C. • • 1 7// • i • • • • • • • \C •�• •' SEE TABLES 14. SHEET 2 FOR MAX. OLD �/ \• I REINFORCEMENT / ® \ REQUIREMENTS. 95-3/4" ® MAX FRAME \ / / HEIGHT 84\T/8" / MAX. DI O / 24-9/16\ / 33-5/8" MAX. DLO\ /N3ull . DLO 336-314" MAX. 71-3/4" MAX. DOOR FRAME WIDTH SIDE LITE FRAME WIDTH 107-3/4" MAX. DOOR ♦ SIDE LITE FRAME WIDTH TYP. ELEVATION OF XXO CONFIGURATION NOTES: (OXX SIMILAR) HEA D r 1 D HEAD � HEAD EAZONE'D" ZONE °F" ZONE E" G / \ N f a \ / SILL SIcL SILL LOAD ZONES FOR XXO CONFIGURATION (OXX SIMILAR) 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13.1/4" MAX. FROM CORNERS AND 23.1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-718" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24-3X' MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS 14 & 15. 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT. 7) SIDE LITE OVERLAPS DOOR BY 3/4" ONCE ASSEMBLED. �f20DE:(: f tiiFF,BtB�'3 as cnmpiying ok(1 tM 4SR, 11nk11��ceea zo_c4z�•ol Accrplance No 6apintri+:n tbuil0 I Kj 2-'T- h_ H) NO CHANGES THIS SHEET. - AK-04/15/20 z` N '2 = w > 0 5 a O ❑ o (j) rn n °+.0 W 6 N O (n p o 0 cm) LL w Z Lp = Uj '7 0 W CD (1j W Mfg 0 .,N E I W J 0M0 U) I- > d w Z rn (n ,(y LL O 04 o 0 J 7aaV5 w Z o Z ❑ ma: w X a+nos a4 w LL O O C X o e1w I .sa0 saua5 `t�111 It lilt, , ` \AY LYNN No. 58705 .ti 10 ;O�'. STATE33 F (V s'ON AI I J A. LYNN MILLER, P.E. P.E.# 56705 OXXO, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2' 3, WOOD 3 ALUM 12, CO.. LOAD ZONES m g ' 7 O J y a = O LL J_ N cl'a w M X m i ' 7XX O W N = O J N w x X SIDE LITE FRAME WIDTH DOOR FRAME WIDTH 'X FRAME HEIGHT 10.75 47.75 79.75 83.75 87.75 91.75 95.75 4 2 6 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 12.75 51.75 79.75 83.75 87.75 91.75 95.75 4 2 7 4 21 3 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 1 213 4 2 7 4 2 5 19.00 55.75 79.75 83.75 87.75 91.75 95.75 4 3 7 4 2 3 7 4 2 3 7 4 2 3 7 4 2 5 $43 8 4 2 5 21.75 59.75 79.75 83.75 87.75 91.75 95.75 8 4 2 3 8 4 2 i 3 4 3 8 4 2 r5 5 3 8 4 2 5 5 3 8 4 2 5 27.75 63.75 79.75 83.75 87.75 91.75 95.75 5 3 8 4 2 j 3 5 3 8 4 215 5 3 8 4 2 5 6 3 8 4 3 5 6 3 10 4 3 5 36.13 67.75 79.75 83.75 87.75 91.75 95.75 6 4 8 4 3 5 6 4 8 4 3 5 7 5 8 4 3 5 7 5 10 4 3 1 5 7 5 10 4 3 5 36.75 71.75 79.75 83.75 87.75 91.75 95.75 6 4 8 4 3 j 5 6 4 9 4 3 5 7 5 9 4 3 5 7 5 10 4 3 5 7 5 10 4 3 5 ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE TO BE DETERMINED INDEPENDENTLY. M, 2 MA 6"I . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 20-7/8" MAX. O.C. 6" 6" MAX. X. - • • . .. 8" MAX. • -• i MAX. • .A -A . . 9" MAX. _-..I_ • 24-3/4" MAX. O.C. to • • • • • C O.C. • / • • •/ 00 •\ i SHEET 2FOR 95 • /• d REINFORCEMENT N M!ti • • REQUIREMENTS. FRY 84.3/8" - ®7 HEIG MAX. OLD E- 4 \ 4 / q \ / I 24-9/i6\ / 33-5/8" _ MAX. DLO MAX. DLO\ / I 83 B 3 36-314" MAX. SIDE 71-314"MAX. DOOR FRAME WIDTH LITE FRAME WIDTH 143-3/4" MAX. DOOR -SIDE LITE FRAME WIDTH TYP. ELEVATION OF OXXO CONFIGURATION �ZO E"---ZONE"F" I ZONE"I" ZONE"E"� T t / / \ \ 23-1/8" / \ / \ L m / \ w 2 / \ O m \ / IAX. MAX. SILL 1 I _ SILL MAX. I I Imo" 2-►1 SILL jl-+ SILL ZONE "E„ ZONE "F" ^ IcL -, --{ ZONE"E" LOAD ZONES FOR OXXO CONFIGURATION & ANCHORAGE LAYOUT USED IN EXAMPLE 0 N Design Pressure Reinforced: I See Sheet 2, Tebl.s 1 & 2 Unreinforced: See She., 2, Tables 3 & 4 NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 1" 2) DOORS MAY BE LEFT OR RIGHT-HANDED. I 3) ANCHOR QUANTITIES ARE BASED ON 1T SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-1/4" MAX. FROM CORNERS AND 23-118" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-718" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24-314" MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS 14 & 15. 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT. 7) SIDE LITE OVERLAPS DOOR BY 314" ONCE ASSEMBLED. EXAMPLE: OXXO WITH GLASS TYPE B. 71-3/4" WIDE X 95-3/4" HIGH DOUBLE DOOR WITH (2) 36-3/4" X 95-3/4" SIDE LITES, ANCHOR TYPE 21NTO CONCRETE, DESIGN PRESSURE = +34 / -34 PSF, SEE EXAMPLE 4, SHEET 2 FOR DP EXAMPLE DOOR ANCHOR REQUIREMENTS FROM TABLE 11: 4 ANCHORS @ EACH SIDE LITE JAMB 5 ANCHORS EACH DOOR PANEL @ HEAD 5 ANCHORS EACH DOOR PANEL Q SILL 3 ANCHORS EACH SIDE LITE @ HEAD 3 ANCHORS EACH SIDE LITE Oc SILL OSEE CIRCLED VALUES ON TABLE 11. X = DENOTES ANCHOR LOCATION. u r aEve�� ns caaptyln6 °'� the Fk.>r34� yIdlnx p.1v Acaeplancr No 2,,4 27' 01 F,LpimtMn Darc�'L- �1. wrt3e:l Cr:>C� FNOGES THIS SHEET. - N x LU > v o . ,8 0� O v o O U) to (� 04 00 _ c0 , 0 LU Z x ui '- _5 Iri ee LUU 00 uMoua .'IN )- W j J 94,10 >� a w oZo � 1n LL O D_ O c+1 ® ° O p T. S z U N Z O F- Z i2 'J I,< LU n1c55 N L 2 O K _3 O O JKS Bllil '�saQ _ * No.5370544/ * = STATE ' ./4t i CCS' .F40RIOP. ' N ,SIONAL 1111111 i t "O\ A. LYNN MILLER, P.E. P.E.# 58705 EDGE DISTANCE 2X WOOD BUCK, NOTE MBEDMENT 1/4" MAX. SHIM DOOR HEAD (WOOD) EMBEDMENT 1/4" MAX. SHIM STAGGERED ANCHORS 2X WOOD, BUCK,NOTE1 DOORJAMB(WOOD) SEE TABLE A, SHEET 1 _ n EDGE DISTANCE 14" MAX. SHIM EMBEDMENT 2X WOOD EDGE DISTANCE BUCK, NOTE 1 DOOR SILL (WOOD) EDGIP �DISTRN( SEE TABLE � A, SHEET 1 • . 1X WOOD • BUCK, NOTE 1 , .. .. . . . .. .. . . . . . . . . . . . q. �'r'.•. '* •*T•MBEDMENTs • • • • • :-9-1/IF MAX. SWIM • • • Et;•T'AF�L� • • !yS E 1 • ••• ••• DOOR HEAD (CONC) EMBEDMENT 1 /4" MAX. SHIM 1 EDGE DISTANCE STAGGERED ANCHORS SEE TABLE A, SHEET 1 1X WOOD BUCK, NOTE 1 DOOR JAMB (CONC) TABLE A. SHEET 1 �i/4" MAX. SEE TABLE A. SHEET 1 EMBEDMENT -+--►-I— EDGE DISTANCE DOOR SILL (CONC) EDGE EDGE DISTANCE —� SEE TABLE //-A,SHEETI —1/4" MAX. SHIM SEE TABLE A, SHEET 1 DOOR HEAD (ALUMINUM) 114" MAX. SHIM ED S �y SEE TABLE STAGGER ANCHOR EDGE DISTANCE A, SHEET 1 DOOR JAMB (ALUMINUM) [-SEE TABLE A, SHEET 1 DOOR SILL (ALUMINUM) MAX. SHIM -E TABLE SHEET 1 1. WOOD BUCKS DEPICTED AS ix ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 2. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT (3350 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION, D EXTERIOR INTERIOR D 3 TYP ANCHOR TYPE EMBEDMENT & EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1.. (ALL HEAD & SILL SECTIONS) !�I�LiC:t66-bC<:i� m c�tag okh c�c F4� Ittldin�CcM Zo o427•D) Aereytonto No Eat Wlc la 12 H) NO CHANGES THIS SHEET. - '„ AK-04/15/20 C Y = > p a o O U po O 17 Oa th (0 o O OLL.0 2 W = W to .18 W U w F .oN F W J 0M0 to > a W o o U) J o � O Q � co ®� O p F- W )a ?s # _ 0 U J Z O ZLLI al 1n 1L Z J 0 o O Q o allll i 'sop sm,a5 LYNN ^ No. 58705: C]�', STATE F'.(V�� ' ONAL 1E ` A. LYNN MILLER, RE. P.E.# 58705 2X WOOD EDGE DISTANCE BUCK,NOTE1I —1/4" MAX. SHIM SEE TABLE A, SHEET 1 SIDE LITE HEAD (WOOD) 1 /4" MAX. EDGE DISTANCE SEE TABLE A, SHEET 1 2X WOODJ BUCK,NOTE1 SIDE LITE JAMB (WOOD) ,—SEE TABLE A, SHEET 1 /4" MAX. SHIM EDGE DISTAE — ►—f2X WOOD NC I BUCK, NOTE 1 • •• f' . . • • • .. .. . . . .. ..• . • • • SEE TABLE • • • •EDGE DISTANCE A, SHEET 1• • * • • 1 • • • • • • •`,.. :.ls •':'.:. •:!. EMBEDMENT • IX WOOD SUCK J' • • 1/4"�I�SHIM• • NOTE I • • • • • • i i • LS��'ABLE e go SIDE LITE HEAD (CONC) EMBEDMENT 114" MAX. SHIM SEE TABLE EDGE DISTANCE A, SHEET 1 SEE TABLE A, SHEET 1 IX WOOD BUCK, NOTE 1 SIDE LITE JAMB (CONC) [—SEE TABLE A, SHEET 1 iX WOOD BUCK, NOTE i � .,_-1/4" MAX. SHIM SEE TABLE A, SHEET 1 �+—EDGE DISTANCE SEETABLE /-A, SHEET LAX. SHIM SIDE LITE HEAD (ALUMINUM) SEE TABLE �A, SHEET 1 114" MAX. SHIM-1 JEDGE DISTANCE SEE TABLE A. SHEET 1 SIDE LITE JAMB (ALUMINUM) —SEE TABLE A. SHEET 1 MAX. SHIM :E TABLE SHEET 1 SIDE LITE SILL (WOOD) I� 1 EDGE DISTANCE SIDE LITE SILL (ALUMINUM) SIDE LITE SILL (CONC) 1. WOOD BUCKS DEPICTED AS Ix ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 2. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT (3350 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. <7 EXTERIOR INTERIOR 3. TYP. ANCHOR TYPE, EMBEDMENT & EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1.. (ALL HEAD & SILL SECTIONS) c�anucreeve� m complgGtg( v11d @z si+p$�1, �+41 Gxk AvgNana Nn z •' o�p2%• C I Siflllmtipl Wtc {(4,�22 aSsvb f t GaeB.A NO CHANGES THIS SHEET. - oH) AK - 04/1520 W > d O .naH v O p to O aro0 to O U N O� o Z LL 0 Z W 2 W 7 W U O 00 H B uMo,Q 'oN F W J 0M0 CD > W O Z 0 �f J Q O 0_ OO W p ® O -I 1aa45 N = U Z# O p Z W LL U) Z a1a" W c7 w J W O rc J a p u) u. a111 'asaQ saua5 \1111111111 /// tiY L1'NN ' .. ,No ,y/ .�- . No. 58705 � J3 ' G(J 0 2J � _ 0� . STATE OF ''.'c<ORIUP.•' NZ: Ss ..... NG 'ONAL E\ '1111111101 A. LYNN MILLER, P.F P.E.4 58705 M IAM 1•DADE MIA.MI-DADE COUNTY LVAULM PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamida4L.gov/economy_ PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "HR7710A" Aluminum Horizontal Roller Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 7710NOA-1, titled "Aluminum Horiz. Roller Install (LM)", sheets 1 through 19 of 19, dated 06/30/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RrPW VAL:Df.61ic NOA shall be considered after a renewal application has been filed and there has been • • • • np'dhar a in the applicable building code negatively affecting the performance of this product. • • • • Ti9;ANA1$d114•of this NOA will occur after the expiration date or if there has been a revision or change •;,�•, in -the materiaV,*W, and/or manufacture of the product or process. Misuse of this NOA as an endorsement ..... ofianproduci,. for.s.ales, advertising or any other purposes shall automatically terminate this NOA. Failure • • • • tox"Vp� with any st,ction of this NOA shall be cause for termination and removal of NOA. • • • ADVERTISE11 NNT: The NOA number preceded by the words Miami -Dade County, Florida, and • • • followed; by thV Expiration date may be displayed in advertising literature. If any portion of the NOA is displayea, the&it.Mil be done in its entirety. •" INq.tJ3TION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 18-0627.01 Expiration Date: August 23, 2023 ,,�'g Approval Date: August 23, 2018 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7710NOA-1, titled "Aluminum Horiz. Roller Install (LM), sheets 1 through 19 of 19, dated 06/30/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7891, dated 06/06/18, signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7891.01, dated 07/03/18, signed and sealed by Idalmis Ortega, P.E. C : 0 0 0::CALCil,�,TIONS • • • • • • • • -1. • Anchor verification calculations and structural analysis, complying with FBC 6111 • • • • • • Edtion (2017), dated 06/18/18 and updated on 07/25/18, prepared by manufacturer, . signed and sealed by Anthony Lynn Miller, P.E. • ...2. : • Glazing complies with ASTM E1300-09 ..... • ...• •...: D.' bUAat-5� ASSURANCE • 1. ..Uiami-Dade Department of Regulatory and Economic Resources (RER). Manuel er z, P.E. Product Contr E am iner NOA N 0627.01 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers". dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance to FBC 6t'' Edition (2017), dated July 25, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated July 25, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 18-0289 issued by the Product Control Section, dated 02/20/18, signed by Manuel Perez, RE G. OTHERS 1. None. ... ...... . ...... .... E-2 Manuel Pe ez P.E. Product Control x iner NOA No. 1 - 627.01 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 SERIES HR7710A IMPACT RESISTANT HORIZONTAL ROLLER WINDOW , • ANCHOR 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO CON�pZY IT�I �Fj€ REQUI�Fir/li NTS .F•FH : 006 • FQUANTITIES FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITI*,HURICANE.20f4E (HVI.Z . 46EE TAB. 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-B42NF•DE9RIS REGIONS.fOR INSULATED GI%7SS. • • INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LIT• (CAPPMUST BE TEAMED. ES 12-14 23" O.C. O.C. I I A 76" F 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER HCjt T1WE. • • • 000 • • , . • • • • •R� �•• •• 4) ALL WOOD BUCKS LESS THAN 1-12" THICK ARE TO BE CONSIDBRED 1N IRISFAL?AT NS• 1 w4 BUCKS }1 ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD LTUC D Id D• aj( AIjE 1-1/2" Y THICK OR GREATER. 1 X AND 2X BUCKS (WHEN USED) SHALL BE DESfGN� A�D GU EL1T0 IiROiBRW/ • • H TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AR&fNST LA ION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). HEIGHT 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. SILL ANCHORS MUST BE SEALED. OVERALL SEALING & FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) 1/4" MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 7) DESIGN PRESSURES: SEE WE A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. NOTES THIS B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. TYP. FLANGE XO ELEVATION (OX SIM.) MAX. DIMENSIONS ALLOWED SHOWN 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS FOR ANCHOR CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3%STRESS INCREASE HAS NOT BEEN QUANTITIES, USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE SEE TABLES 15-18 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. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL 18-7891 & 18-7891,01; ELCO ULTRACON NCA: ELCO CRETEFLEX NOA; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF&PA NOS & ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. 'EAB E 1 v Glass TY� Description (Liated from Exterior to Inferior) DP Table 0 Anchor Table . XO I OX I XOX XO I OX XOX STD 1 HD ISM STDI HD STD 1 1!8"AN, .090' PVB, 1 8" AN 2 7 12 15 2 1/8" HS, .090" PVB, 118" HS 3 8 12 - 16 3 3/16" AN, .090' PVB, 3/16" AN 3 8 12 16 4 13(16' LIG: 1/6" AN CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 4 7 12 15 5 1ffit6' LIG: 1/8" TP CAP, AIRSPACE, 1/8" AN, .090' PVB, 1/8" AN 3 7 12 15 6 13l16" LIG: 3/16' AN CAP, AIRSPACE. 1/8" AN, .D90" PVB, 1/8" AN 3 - 9 12 16 7 13/16" LIG, 3116" TP CAP AIRSPACE, 116" AN, .090" PVB, 1/6' AN 3 - 9 - 16 8 3'16" AN, .0W' SG, 3/16" AN 5 6 10 14 17 9 3/16" HS, .090' SG, 3/16•' HS 5 6 11 14 18 10 13/16" LIG: 1/8" AN CAP, AIRSPACE, 3/16" AN..090" SG, 3116" AN 5 6 10 14 17 11 13/16" LIG: 1/8" TP CAP, AIRSPACE, 3118" AN, .090- SG, 3/16" AN 5 6 10 14 17 12 13/16" LIG: 1/8" AN CAP, AIRSPACE, 1/8" HS, .G90" SG, 1/8" HS 14 7813 13/16" LIG: 1/8" TP CAP, AIRSPACE, 1/8" HS,.090' SG, 1/8"HS 14 18 14 13/16"LIG: 3/16'AN CAP , AIRSPACE. MY$ HS, .090"SG, 1/8" HS MF 14 18 15 13/16'UG: 311&'TP CAP AIRSPACE, 1/6'HS,.090" SG, 1/8"HS 14 18 SG= KURARAY SENTRYGLASO INTERLAYER BY KURARAY AMERICA, INC. PVB = KURARAY TROSIFOL• PVB INTERLAYER BY KURARAY AMERICA, INC. AN = ANNEALED HS = HEAT -STRENGTHENED TP = TEMPERED 1 C 63" OVERALL HEIGHT L 12" O.C.^—�{-12" O.C. DESIGN PRESSURE RATING IMPACT RATING VARIES PER GLASS TYPE, LARGE & SMALL MISSILE SEE TABLES 2-11 IMPACT RESISTANT 9" MAX. MAX. BUCK) 5 SASH X FIXED VISIBLE VISIBLE LIGHT LIGHT 34" 55 FIXED SASH VISIBLE LIGHT VISIBLE VISIBLE LIGHT USER INSTRUCTIONS: 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 2) KNOWING YOUR GLAZING OPTION (TABLE 1). WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 2-11. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. 3) DETERMINE THE ANCHOR QUANTITY FROM TABLES 12.18, 4) INSTALL AS PER SHEET 15 FOR FLANGE INSTALLATION, SHEET 16 FOR EQUAL LEG INSTALLATION OR SHEET 17 FOR INTEGRAL FIN INSTALLATION. NOTE: DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (FLANGE, INTEGRAL FIN OR EQUAL LEGIBOX). WEEPHOLE NOTES: 1) 1-5/8" X .300" WITH PLASTIC BAFFLE. 2) 1 WEEPHOLE LOCATED AT 4" FROM EACH END. 3) 1 WEEPHOLE LOCATED UNDER EACH MEETING RAIL. 22-12" O.C. 9., 11 BfJ SEE WEEPHOLE 119" BUCK WIDTH OTES, THIS SHEET SEE SHEET 17 FOR 120" OVERALL WIDTH INTEGRAL FIN ANCHORAGE TYPE TYP. FLANGE XOX ELEVATION & SPACING MAX. DIMENSIONS ALLOWED SHOWN GENERAL NOTES.... ............. .......... 1 ELEVATIONS..........................................1 CODES / STANDARDS USED: GLASS TYPES TABLE ...........................1 -2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION DESIGN PRESSURES ........................_ 2-9 -ASTM E1300-09 ANCHOR QUANTITIES .......................... 10-14 -ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION INSTALLATION / ANCHOR SPECS....... 15-17 -ALUMINUM DESIGN MANUAL, ADM-2015 EXTRUSION PROFILES ........................ 18 •AISI S10D-12 CORNER ASSEMBLY ............................ 19 •AISC 36D-10 PARTS LIST............................................19 Y UJ z > w M >�> 'nay O 7 1n at°G 0 N Q .r m 11 w lY fn Q O Z O J g a n Z u- mx o u _ -J W r U U d o� °m6G °� FZ v = a FLU -J ¢ 'ON JMG O 1n Z oZrn o Z O U w W J J ofJ Q W W O) LL O ® m m N °5 # O= F laav5 O Q O Z u O Z J i U s` Z Q U.1 _ e/I �1 '�saG s ya5 11111111111 //I/ �1 NY LYN No. 58705 �� •. STATE OF (v�� ' S��NAL I�_`G\ A LYNN MILLER, P.E. P.E.# 58705 .00 ... ••• ---- Overall Width z . • • • • •Glasjlfypeyl Design Pressure (Ibs/ft) for,Xa & OX Windews� M i Rays :::::$landard • • 22-1/8" Overall Hgt. 37" Overall Hgt! % ' verall gt. 55" Overall Hgt. 63" Overall HgL 20" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 1 -65.0 25" +65.0 -65.0 +65.0 -65.0 • t65 jl -65>!0 • •65.(P • 6 .� • `� +65.0 -65.0 3T' +65.0 -65.0 +65.0 -65.0 •+65 • 95.0, -65.Q • +65.0 -65.0 49' +65.0 -65.0 +65.0 -65.0 ;65.G -96.0' •+0.0: 4-6ja +65.0 -65.0 61" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 67" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 74" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +63.3 -63.3 Overall Width Glass Types: 2, 3, 5, 6, 7 Design Pressure (Ibs/ft2) for XO & OX Windows Meeting Rail: Standard 22-1l8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 20" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1 +65.0 -80.0 +65.0 -80.0 25" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 37" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 49" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 61" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 67" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -79.2' 74" +65.0 -80.0 +65.0 -80.0 +65.0 1 -80.0 1 +65.0 -80.0 +65A- _72.2' NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE, 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. EXTERIOR .-1/8" AN GLASS .1/8" AN GLASS 12" NOM. GLASS BITE GLASS TYPE 1 3/16" AN GLASS - "' rc Q > O ^18 .090" PVB-_ 1/8" HS GLASS .099' PVB- CO ao0 US -118" HS GLASS • 3/16" AN GLASS O N o O C w 0_ Q O 30 F U Z Z O 24 23 Z LL C3 m - r- 12" NOW 12" NOM. GLASS BITE _ 0. d EXTERIOR GLASS BITE - EXTERIOR O H Z 'T J < ,,,,,9,Q JMO 74 �1)4 "< r- rc ro o ? Z V 32 GLASS TYPE 2 32 GLASS TYPE 3 Q' J W J O ~ O m Of W cN 13/16" NOM. GLASS STACK-� 13M6" NOM. GLASS STACK ® m N R W D AIRSPACE '090" PVB AIRSPACE - • .090" PVB = j O = cn W T. /s 1/8" TEMPERED GLASS 1/8"AN 3/16" AN OR TP GLASS - 118"AGLASS < O p 31 GLASS 74 31 74 w U Z_ Z (5 r- J Q W 0 = 1�OR 16 12" NOM. 1 OR 16 12' NOM. alnt asa0 saag GLASS BITE GLASS BITE EXTERIOR r EXTERIOR \\\ I/ll a i a �.N ..t: YN,yMy 70-73 70-73--�� @OR 36 33 OR 3B P' GLASS TYPE 5 GLASS TYPE 6 (ANNEALED). * : No. 58705 �y : 1k GLASS TYPE 7 (TEMPERED) _ : '/( �y �O ''•' STAT 0 �'SS7ONAL E�G``• 1111111\\ A. LYNN MILLER, P.E. P.E.#58705 Overall Width 2 • • • • • , • Glaw 'Ty per4 Design Pressure (Ibs/ft) fo*X0 8 OX Windows. MejtW%R4jl;Standard 22-1/8" Overall Hgt. 37" Overall HgIr 4 " Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 20" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 25" +65.0 -80.0 +65.0 -80.0 • t65A -89.0 4g5.4 • +65.0 -80.0 37" +65.0 -80.0 +65.0 -80.0 •+65v0• -80.e • �5.Q -80. • +65.0 -80.0 49" +65.0 �0.0 +65.0 80.0 •65.0 -60.0 +�•5.(� ,-89.6 +65.0 80.0 61" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -76.8 67" +65.0 -80.0 +65.0 1 -80.0 1 +65.0 -80.0 +65.0 -80.0 +65.0 -71.3 74" +65.0 -80.0 1 +65.0 1 -80.0 1 +65.0 -80.0 +65.0 -77.1 +64.9 -64.9 Overall Width Glass Types: 8 thru 15 Design Pressure (Ibs/ft) for XO & OX Windows Meeting Rail: Standard 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 20" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 25" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 37" +80.0 -110.0 +80.0 -110.0 +80.0 -1 %0 +80.0 -110.0 +80.0 -110.0 49" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 61" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.9' 67" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -95.7' 74' +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 1 -110.0 1 +80.0 -90.0' NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1"FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 13/16" NOM. �I GLASS STACK AIRSPACE y .090" PVB 1/8"AN GLASS_J 1/8"AN GLASS 12"NOM. GLASS BITE EXTERIOR a 71 �OR 3B GLASS TYPE 4 _3/16" AN OR _ HS GLASS .090" SG 3/16" AN OR 30 HS GLASS L I GIA8591MiE _ 13116" NOM. �1 GLASS STACK AIRSPACE 090" SG 118" AN OR TP GLASS -i _ 3/16" AN GLASS 1/2" NOM. GLASS BITE EXTERIOR 74 EXTERIOR 32 33 OR 336 GLASS TYPE 8 (ANNEALED) GLASS TYPE 10 (ANNEALED) GLASS TYPE 9 (HEAT STRENGTHENED) GLASS TYPE 11 (TEMPERED) -� 13116" NOM. GLASS STACK 13116" NOM. GLASS STACK AIRSPACE- - , 090" SG AIRSPACE , 090" SG 118- AN OR 3116" AN OR TP GLASS --- 1/8" HS GLASS TP GLASS • 1 /8" HS GLASS Lu Q M naN w O O /n Y ? " aloe O Q O O `f J m r Z Z 0 J O o w Z LL m x J W O f0 oO U I� W C5 u� aMep oN LU r N O Z m o Z u W J 0 W J O O of w u 0 in ,aaVs = LU a Q a Q O o Z Z 0 O LD J W 2 'laJll '��ap saoa5 -11U.0 rvn ULAJJ 17 ..'I".3'I. a.. - - i//77/, 1 OR 1 12"NOM. 1 OR 1B 12"NOM. \\7N%%''... ` pN• . N \�� .. LYN ♦I TYPES 8 - 15 EXTERIOR GLASS BITE i. EXTERIOR GLASS BITE ���•'1,1GENgF 'GLASS MAY NOT BE USED WITH INTEGRAL FIN .* : • NO. 58705 • FRAMES 3�OR 36 70-73 33 OR 336 70-73 -. 7 S/P .: GLASS TYPE 12 (ANNEALED) GLASS TYPE 14 ANNEALED) :O� . TATE OF ;' (vim` GLASS TYPE 13 (TEMPERED)... GLASS TYPE 15 (TEMPERED) %�ss'F<ORID P, •' G\?; TONAL 1EN A. LYNN MILLER, P.E. P.EJI 58705 overall Width • • • • • • • • Glass Types: 8 thru 15 Design Pressure (!b ft�j br XO &�X t;ndow9 • Meeting Rail: Heavy -Duty • • • • • ... 22-118" Overall Hgt. 3T' Overall Hat. 49" Overall Hgt. 55" Overall Hgt. 63' Overall Hgt. 76" Overall Hgt. 20" +80.0 -110.0 +80.0 110.0 +80.0 -110.0 +80.0 110.0 +80.0 110.0 +g0.0 110.0 25" +80.0 -110.0 +80.0 -110.l •+$0.0: �t19.0 *80.0 -610.0 +80.0 -110.0 +80.0 -110.0 3T' +80.0 -110.0 +80.0 -110.0 +8p : i11 .0 •+80D -110.e +80.0 -110.0 +80.0 -110.0 49" +80.0 -110.0 +80.0 -110.0 •+8p.0; -1, .0 a80A- -P19.0 +80.0 -110.0 +80.0 -110.0 61" +80-0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 67" 11 +80.0 110.0 +80.0 110.0 +80.0 GLASS TYPES 8-iS 11Q.Q +$Q,Q 109. $� ' 110.0 +$Q,Q 105. $' MAY NOT BE USED WITH INTEGRAL FIN "-110.0 FOR GLASS TYPES 8-13 & 15 FRAMES 13116" NOM. GLASS STACK 1 13/16" NOM. GLASS STACK 13116" NOM. GLASS STACK � SG W ci `1 3/16"AN OR AIRSPACE- .090" AIRSPACE .090" SG AIRSPACE .090"SG ? o SG HS GLASS 1 /8" AN OR ----- 1 /8" AN OR _ 3/16" AN OR 1/8" HS GLASS p v; p U) "aN .090 3116" AN OR TP GLASS 3/16" AN GLASS TP GLASS 1!8" HS GLASS TP GLASS o �' HS �I�O a 30 31 74 31 0 cnv z W 23 0 � rc U) Z 12" NOM. 1�OR 18 12" NOM. t�OROR 1 BOC z LL GLASS BITE GLASS BITE X = wEXTERIOR 6' EXTERIOR EXTEXTERIOR W U 6 Q Na w74 70-73 Z 32 3�OR 3B �OR�OR 3 O Z .-. ao GLASS TYPE 8 GLASS TYPE 10 (ANNEALED) GLASS TYPE 12 (ANNEALED) GLASS TYPE 14 (ANNEALED) W w w u GLASS TYPE 9 GLASS TYPE 11 (TEMPERED) ,' GLASS TYPE 13 (TEMPERED) GLASS TYPE 15 (TEMPERED) p F O w w IT o u) CD T5.4S a o o w Z m z n J w 2 Q 0 �rnt ' .(] s vas NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. NY LYNiv * : No.58705 'ONAL 1�N A. LYNN MILLER, P.E. P.E.# 58705 • Overall Width Sash Configuration Sash Width Range (in) • • • Glass Types: 1, 4, 5 e • Design F j'essure (lbs,11? for KOX Windows 0 • • „• ••• Meeting Rail: Standard 2 -1/8" Overall Hgt. 29" Overall Hgt. 1 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. /2-4 12.038 - 12.052 +60.0 -60.0 +60.0 -60.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 1/3-1/3-1/3 12.053 - 15.008 +60.0• •-60!0 •+60. .-461 45.6 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 1/4-Y2-1/4 12.038 - 13.302 +60.0 • t 0 JO.D • +60.ri -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 49" 1/3 1/3-1/3 13.303 - 16.675 +60.0 • •-60�0 • •+�O.Q • a +6(k,0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 %-1/z-% 12.038 - 14.333 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 53 1/8" 1/3-1/3-1/3 14.334 - 18.050 +60.0 -60.0 +60.0 -60.0 1 +60.0 -60.0 +60.0 -60.0 1 +60.0 -60.0 +60.0 -60.0 �4- % _ Ya 12.038 - 16.302 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 61" 1/3-1/3 16.303 - 20.675 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 160.0 1/a_y2-%4 12.038 - 20.052 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +51.9 -51.9 76" custom 20.053 - 22.185 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 1/3-1/3-1/3 22.186 - 25.675 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 1 -60.0 1/4_1/2_1/4 - 24.082 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 -58.2 +53.9 -53.9 +48.7 -48.7 NAM' custom 24.083 - 26.185 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +57.8 -57.8 1/3-1/3-1/3 26.186 - 31.038 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 Ya %-1/a " - 25.302 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 -58.2 +53.9 -53.9 +48.7 -48.7 97" custom 25.303 - 27.185 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 1 +55.5 -55.5 custom 27.186 - 31.038 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.6 -58.6 1/4_1/2_1/4 •. - 28.302 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 -58.2 +53.9 -53.9 +48.7 -48.7 109" custom 28.303 - 29.185 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.8 -59.8 +51.3 -51.3 custom 29.186 - 31.038 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +52.5 -52.5 120" %4-yz--1/a 31.038 460.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 -58.2 +53.9 -53.9 +48.7 -48.7 MIN. SASH WIDTH (FLANGE WINDOWS)= OVI KALL WIULH-W.%U4 2 "MIN. SASH WIDTH (FIN & EQUAL -LEG WINDOWS) = OVERALL WIDTH - 56.924 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. -1 /8" AN GLASS 090' PVB- _ 118" AN GLASS 30 I 2a M. NOW GLASS BITE EXTERIOR a4 7a 32 GLASS TYPE 1 13/16" NOM. GLASS STACK AIRSPACE 090" PVB 1/8" AN GLASS --� j�i/&' AN GLASS vrt �0 12'NOM. GLASS BITE EXTERIOR --� 70.73 33 OR 338 GLASS TYPE 4 _ 13116" NOM. GLASS STACK AIRSPACE , 090" PVB 1/8-1 1 /8" AN 12" NOM. GLASS BITE EXTERIOR a I 70-73 33 OR 3B GLASS TYPE 5 ti 00 Y y c6) 3 ab a o U) H } r` "'a O o O a zy O Q O Z 0- O au Z LL c:, 2 Z W O S. U Uw d oj_ "0 r co LU < -J„ �N GMG O > F- 1n �Zrn o z U W J W J M O F O m ® m W IV W M u � O 7 U) Iaa4S = W < g d o O Z_ Z W 0 n J to W = Q ­0 LL S \\11I111111/// `* N0. 58705 - ,i - � 10 ., st E OF F iA F/ORIDI" . S TONAL 1E�G A. LYNN MILLER, P.E. P.E.# 58705 . ... • ... Overall Width Sash Configuration Width Range (in) • • • Types: 2, 3 •Design i es llJre 0bs1W for • X Windows Glass • • �• •�Q Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 1/a-yi y4. 12.038 - 12.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 44„ 1/3-1/3-1/3 12.053 - 15.008 +%" :80� +653b •804 +& JO -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 12.038 - 13.302 +65. • .80i) +@5.I •-80: +65.0• -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 49" 1/3-Y3-Y3 13.303 - 16.675 +ft* OKI) t65.(f 780. +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 12.038 - 14.333 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 53-1/8" 1/3-1/3-1/3 14.334 - 18.050 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 �/a-%rY4 12.038 - 16.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 61" 1/3-1/3 1/3 16.303 - 20.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 �/4-1/2-Y4 12.038 - 20.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 76" custom 20.053 - 22.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-y3-1/3 22.186 - 25.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 YQ 1/2_1/4 •' - 24.082 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 92-1/8" custom 24.083 - 26.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3-1/3 26.186 - 31.048 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65,0 -80.0 +65.0 -80.0 1/a-1/2-Y4 "-25.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 7" custom 25.303 - 27.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 F10911 %-1/3-1/3 27.186 - 32.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Y4_1/ 1/4 - 28.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 custom 28.303 - 30.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3 1/3 1/3 30.186 - 36.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 y4-y2_ y4 - 29.463 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 113-5/8" custom 29.464 - 33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3 1/3-1/3 33.186 - 38.222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 %4_%z 1/4 - 31.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 120" custom 31.053 - 33.185 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 custom 33.186 - 38.222 E65 T0,0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 1 -80.0 "MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL 2 WIDTH - 58.556 " MIN. SASH WIDTH (FIN 8 EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57_556 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. I 1/8" HS GLASS .090" PVB 1/8" HS GLASS 30 24 ♦pplmed n wmPlying w{1616a 112" NOM. FIo . kH g GLASS 817E tale EXTERIOR4' , a"11-al P�udIM •1 74 i 32 GLASS TYPE 2 3/16" AN GLASS .090" PVB 30 3/16" AN GLASS ti 00 Y LU z rn 23 _ 16 r�i �aa 12"NOM. o O GLASS BITEc- EXT<EERRII�OR M ~ W rn O O J O ay Z O 74 uj Z LL C' 'o -j n 32 GLASS TYPE 3 L) cW d LU o a FA J u 'o =N ~O W S2 < F HMO > U) Z m o Z > W W W 0 F O S Q� LU ® m N a 0 O ID 1aa45 = W a x a o a o Z Z n w O -IW = a o all!1 '�s°0 s ua5 v * No.58705 701 44- TE OF � t�s �'•F<ORIDP.�'�G��� '''s'El NAL IN\`\ A. LYNN MILLER, P.E. RE.4 58705 • . • • • • . • • . ... . • • • Overall Width Sash Configuration Sash Width Range In 9 ( 1 • • • • •' • • Glas>iTypes: 6, 7 Design Pressure (Ibs'je)• Oo X(OX Windowts • • • •Meeyng Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 1 fig' ORerall Hgt. 55i OHgt. 63" Overall Hgt. 12.038 - 12.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3-Y3 12.053 - 15.008 +65.0 -80.0 +65.0 -80.0 t6S0 0-80.0 •+65.G -8QQ +%.i -80.0 +65.0 -80.0 12,038 - 13.302 +65.0 80.0 +65.0 80.0 +6 ' •$Q.O� �65a • SP.G + S 0 -80.0 +65.0 -80.0 49' Y3-1/3 1/3 13.303 - 16.675 +65.0 -80.0 +65.0 -80.0 4A5.0 4.0• 165Y O-80a +65.6 -80.0 +65.0 -80.0 �a-y Ya 12.038 - 14.333 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 53-1/6" 1/3-1/3-1/3 14.334 - 18.050 +65,0 -80.0 1 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1 +65.0 -80.0 1/4-% 1/a 12.038 - 16.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 61" Y3-1/3 Y3 16.303 - 20,675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/4-1/2_1/a 12.036 - 20.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -72.96 76" custom 20.053 - 22.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3-1/3 22.186 - 25.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 %Q 1/-1/a - 24.082 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.5B 92-1/8" custom 24.083 - 26.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3 %3 26.186 - 31.048 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/a-Y2 1/a - 25.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.58 97" custom 25.303 - 27.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -77.9 1/3-Y3Y3 27.186 - 32.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 % 1/ 1/a •" - 28.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.5B 109" custom 28.303 - 30.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -72.0 1/3 1/31/3 30.186 - 36.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.8 1/a-Ya --29.463 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.58 113-5/8" custom 29.464 - 33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -70.6 1/3-1/3-1/3 33.186 - 38.222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -76.9 %4 1/2-Ya - 31.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.5B 120" custom 31.053 - 3�.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -75.7 +65.0 -68.4 custom 133.186 - 38.222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1 +65.0 1 -80.0 +65.0 -71.3 - MIN. SASH WIDTH (FLANGE WINDOWS) - OVERALL WIDTH - 58.556 2 - MIN. SASH WIDTH (FIN 8 EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. -W.0 I'UH GLA55 I TYh / e-75.0 FOR GLASS TYPE 7 13/16" NOM. r-� GLASS STACK AIRSPACE 090"PVB 3/16" AN OR TP GLASS--' • 1/8" AN GLASS 18OR 1 B W111'OMBITE EXTERIOR a GLASS TYPE 6 (ANNEALED) GLASS TYPE 7 (TEMPERED) Co Y W z > w O M �N W Q O 0 U N i alo0 ti OJ M av O Z 0 J O Z LL x W M O r- tp U U v O Z N V W J J J wLL ¢ 0, O w r w 1�;,4s O = W a a o Z_ Z w U U J W = Q aa�i � saa sa„as 111lllll llllll/ * : No. 58705 0. / ,/,/ TONAL I1NG A. LYNN MILLER, P.E. P.E.# 58705 TABLE 10: • 0. • 000 • 3116" AN GLASS 090" SG • 3116" AN GLASS 30 23 12" S SITE GLASS BITE EXTERIOR a 74 32 GLASS TYPE 8 13116" NOM. GLASS STACK AIRSPACE .090" SG 1 B" AN OR TP GLASS ---- • 3116" AN GLASS 31 74 �11AIOR 16 12"NOM. GLASS BITE EXTERIOR 70-73 i3 OR 3B GLASS TYPE 10 (ANNEALED) GLASS TYPE 11 (TEMPERED) TYPES 8 - 15 'GLASS MAY NOT BE USED WITH INTEGRAL FIN • FRAMES •• MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58.556_ 2 " MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = QVERALL WIDTH - 57.556 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. Overall Width sash Configuration Sash Width Range (in) • z • • • • . • • • Glacy Types: 8, 10, 11 Design Pressure (IbsQt �a'fo�XOX Windovus • • •'Meej�ng Rail: Standard Hgt. 21-1/8" OLerall H 29" Overall Hgt. 37" Overall Hgt. �" U,erall H Hgt. i5i O �I Hgt. 63" Overall Hgt. �/4 �/z_�a 12.038 - 12.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +g0.0 -110.0 44" �/a-�3 12.053 - 15.008 +B0.0 -110.0 +80.0 -110.0 *�b � 119.0 •+BO.Q -11QQ +8Q 4 -110.0 +80.0 -110.0 � �� 12.038 - 13.302 +80.0 -110.0 +80.0 -110.0 +80.0 ��1.� �SOTI •-1104 + 0.0 -110.0 +80.0 -110.0 49" 3/3'�3-1/s 13.303 - 16.675 +80.0 -110.0 +80.0 -110.0 4d0.0 -1 i0.0 +80� �-1'jb+0 +80.Q -110.0 +80.0 -110.0 �a--"/-�a 12.036 - 14.333 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +80.0 -110.0 53-1l8" 1/3-�/3-1/3 14.334 - 18.050 +g0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 �/a-�/z-�a 12.038 - 16.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 61" �/3 �/s-1/a 16.303 - 20.675 +B0.0 -110.0 +80.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/a-1/z-�a 12.038 - 20.052 +g0.0 -110.0 +80.0 -110.0 +B0.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +80.0 -99.2 76" custom 20.053 - 22.185 +80.0 -110.0 +80.0 -110.0 +B0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 %3 ��%3 22.186 - 25.675 +80.0 -110.0 +80.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +60.0 -110.0 +80.0 -110.0 �/ �/ �/ 4- 2- 4 - 24.082 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +g0.0 -90.5 92-1/8" custom 24.083 - 26.185 +g0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +g0.0 -110.0 +B0.0 -110.0 +80.0 -105.2 �/3-�/3-1/3 26.186 - 37.048 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +80.0 -102.3 �a-�/?/a - 25.302 +g0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 97" custom 25.303 - 27.185 +g0.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.7 27.186 - 32.675 +80.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -98.9 �a-�/z-�/a - 28.302 +80.0 -170.0 +80.0 -110.0 +80.0 -110.0 +g0.0 -110.0 +80.0 -101.0 +80.0 -90.5 t09" custom 28.303 - 30.185 +g0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +g0.0 -97.3 �3-�3-1/3 30.186 - 36.675 +80.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +60.0 -110.0 +80.0 -92.9 1/a_�/z_�a " - 29.463 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +g0.0 -101.0 +80.0 -90.5 113-5/8" custom 29.464 - 33.185 +B0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -108.5 +80.0 -94.1 1/a-�/3-�s 33.186 - 38.222 +B0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +B0.0 -110.0 +80.0 -92.3 �/a-�� �/a - 31.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +g0.0 -101.0 +80.0 -90.5 120" custom 31.053 - 33.185 +80.0 -110.0 +80.0 -110.0 +B0.0 -110.0 +80.0 -110.0 +g0.0 -102.9 +80.0 -91.5 custom 33.186 - 38.222 +g0.0 -110.0 +80.0 -110.0 +60.0 -110.0 +g0.0 -110.0 +g0.0 -110.0 +g0.0 -90.6 W U °r Y > y O w o y (0 o vOi �&emu alo0 O a i �'n (�1 O Z O J O a u Z U_ mx w O c^OD s� U U o o a J _j e r F Z V omu O W .-. ro > y r. Z rn o Z U of W J 0 LN J m ¢ lL O ® m W o0 a = 0 O � 1aa45 ~ 2 W D o Z Z r U J W = any � sao s vas ` ONY LYNN • P No. 58705 fr - WATEI(U�\ -00 S O. �G\ S� NAL N,.. 1 A. LYNN MILLER, P.E. P.E.# 58705 • • • f : • • • • • • Overall Width sash Configuration sash Width (� Range In 9 ) Design Pressure (lbsti) Lr,XbX WindDWs) • • • �Iase�Types: 9, 12, 13, 14, 15 • • •Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. O rall Hgt. 5e"•Owral61-Igt. 63" Oeerall Hgl. 1/4-1/ 1/4 12.038 - 12.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-1/3 12.053 - 15.008 +80.0 -110.0 +80.0 -110.0 +8 .d *11¢0 480.00 -110d1 +80,p -110.0 +80.0 -110.0 Y4 1/2-1/a 12.038 - 13.302 +80.0 -110.0 +80.0 -110.0 +80.0 •11 .0 +80.� •110!(► +80d -110.0 +80.0 -110.0 49" 1/3 1/3-1/3 13.303 - 16.675 +80.0 -110.0 +80.0 -110.0 +%b.0 w-114.0 •r 0.1 *1144 +80.0• -110.0 +80.0 -110.0 Ya - 1/2 -1/4 12.038 - 14.333 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 53-1/8" 1/3-%3 1/3 14.334 - 18.050 +80.0 1 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 Ya-1/2-1/4 12.038 - 16.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 61" Y3-Y3-1/3 16.303 - 20.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/ - 2 1/ -/a 1 a 12.038 - 20.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 76" custom 20.053 - 22.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/a 1/3 22.186 - 25.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 1 -110.0 Ya-Y2-1/a " - 24.082 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7' 92-1/8" custom 24.083 - 26.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-y3-1/3 26.186 - 31.048 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/4_1/2-1/4 •• - 25.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +90.0 -106.7' 97" custom 25.303 - 27.186 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 Y3-%3-1/3 27.186 - 32.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 Ya--1/2 y " - 28.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7' 109" custom 28.303 - 30.185 +80.0 1 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 Y3-y3-Y3 30.186 - 36.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/4-1/-1/a - 29.463 +80.0 -110.0 +60.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7` 113-518" custom 29.464 - 33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0' -110.0 +80.0 -110.0 +80.0 -110.0 1/3-Y, 1/3 33.186 - 38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/a_Y2 �/a " 31.052 +80.0 110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 E custom 31.053 - 33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -107.8 custom 33.186 - 38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +g0.0 -110.0 MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58.555 2 MIN. SASH WIDTH (EQUAL -LEG WINDOWS) - OVERALL WIDTH - 57,556 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT V FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 'GLASS TYPES 8 -15 MAY NOT BE USED WITH INTEGRAL FIN FRAMES • 3116" HS GLASS 090" SG 23 30 -3/16" HS GLASS 12- NOM. GLASS BITE EXTERIOR a 74 32 GLASS TYPE 9 13116" NOM. GLASS STACK AIRSPACE 090"SG 118" AN OR _ TP GLASS 118- HS GLASS GLASS BITE EXTERIOR a 33A OR 3B 70.73 GLASS TYPE 12 (ANNEALED) GLASS TYPE 13 (TEMPERED) I� 13/16" NOM. -� GLASS STACK AIRSPACE • 090" SG 3/16" AN OR TP GLASS 1/8" HS GLASS aOR iB 12"NOM. GLASS BITE EXTERIOR 70-73 33 OR 338 GLASS TYPE 14 (ANNEALED) GLASS TYPE 15 (TEMPERED) W ? Y > y r- vim) o alu0 ,aa 0 04 i w v y M J � � Il' � Q O Z O J o'y o Z u- fp m x o _ J U3 o h S2 WE j J B -0Ui oN W > o'o Z Z I W J 0 w FQ rn O Lu g 0 O In Iaa45 Q w o Z_ a z o fl- w O J L= W = au!1 '�sa0 wlm$ `1111111111///, C)NY LYNN �� ............. Pa. ,.• No.58705� W *_ 0( a Al O �44; Cis •. (ORIDP,. N 101VALI NG\ A LYNN MILLER, P.E P.E.# 58705 Anchor Quantities for XO & OX Windows Glass Ty�l!s: 1 thr'u 7 , Meeting�Rai► Stanctfa'rd• •� Overall Width 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall WI• G3 Overall H�t. Head & Sill n E Head & Sill E Head & Sill E Head & Sill • E Head & Sill CID E 20" 1+C2+1 121 1+C2+1 21 1+C2+1 3 1+C2+1 3• 1SC2,+1 • 3 25" 1+C2+1 121 1+C2+1 2 1+C2+1 3 1+C2+1 I 1 1i i 37" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3• 1{-C +1� •3 49" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C +1 • 3 61" 1+C2+1 2 1+C2+1 2 1+C2+1 31 1+C2+1 3 1+C2+1 3 67" 1+C2+1 2 1+C2+1 2 1+C2+1 31 1+C2+1 3 1+C3+1 ' 3 74" 1+C2+1 2 1+C2+1 2 1+C2+1 31 1+C2+1 3 1+C3+1 3 Glass Types: 8 thru 15 Anchor Quantities for XO & OX Windows Meeting Rail: Standard Overall Width 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. Head &Sill Head &Sill Head &Sill m Head & Sill m Head &Sill 20" 1+C2+1 121 1+C2+1E22+C2+2 3 1+C2+1 3 1+C2+1 3 25" 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 3T' 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 49' 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 3 61" 1+C2+1 2 1+C2+1 3 1+C3+1 3 1+C3+1 3 6T' 1+C2+1 2 2+C2+2 32+C3+2 3 2+C3+2 374" 2+C2+2 2 2+C2+2 3 2+C3+2 3 2+C3+2 4 • • • GUIDF•TO USING ANCHOR QUANTITY TABLES FOR XO/OX WINDOWS: • • •• • • • 2+rC 2114, • • • • e • • CLUSTER OF 3 + e • • • • 2 ANCHORS ANCHORS 4 ANCHOI • • • • • • • • ASASH CENTERED AT THE 7}1E FIXED L TE I N THE JAMS• MEETING RAIL • • ••• •• 23" MAX. O.C. — .. MAx. I --� ----' In -- n 1 -------9"MAX. zz-1n" [7L� X — O / r i MAX. O.C. \-MEETING RAIL REPEAT ANCHOR PATTERN AT SILL 12" MAX. O.C.—r+---� 2-ANCHOR Glass Types: 8 thru 15 Anchor Quantities for XO & OX Windows Meeting Rail: Heavy -Duty Overall Width 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55' Overall Hgt, 63" Overall Hgt. 76" Overall Hgt. Head & Sill E m Head & Sill E > Head & Sill E c Head & Sill E > Head & Sill c Head &Sill @ 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 4 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 4 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 4 M 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 4 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C4+1 4 1+C2+1 2 2+C2+2 2 2+C2+2 3 2+C3+2 3 2+C3+2 3 2+C4+2 4 2+C2+2 2 2+C2+2 2 2+C3+2 3 2+C3+2 3 2+C3+2 4 2+C4+2 15 6" MAX. O.C. -7 3-ANCHOR CLUSTER DETAIL 4" MAX. O.C. --� r— 4-ANCHOR . CLUSTER DETAIL NOTES 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. V Y W z oof rd oo o O Z C aloN O ci N N chi O Z pJ CDa Z LL 0 m i W O n W � J W a unoi0 F Z R ~x ¢ Q oN w �z� oUJ cn U Q' J 11J m 01 LL O O H ® m rV I- u 0 O F ZQ 7a45 F S ¢ () Q o z O= w U -Z U -j Z S al ao : „as 011111�1111j1 ,\ON CENNN,�,z('�'� No.58705 = * *- $tnTFi �14i Cis '•FZORIOP,. 'GN ' S10NAL EN A. LYNN MILLER, P.E. P.E.# 58705 O%erall Width Sash Configuration Sash Width Range (in) • Glass Types: 1, 4, 5 Anchor Quantities for XOX Windowl • • • • • • • • • Meetigg Rail: $tIr1 and • 21-118" Owrall Hgt. 29" Overall Hgt. 37" Oeerall Hgt. 4W O�mII Hgt. 5" CV Il Hg . �3.01erAl Hgt. a Head &Sill a E Head & Sill .c E Head & Sill -E`�, • • • Head &bill n EN 914ad; Sill n • ' • M•ed &:iy a 1/a-1/z-%4 12.038-12.052 1+C2+1+C2+1 21 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3'1/>-1/3 12.053-15.008 1+C2+1+C2+1 21 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+ 2+1+CV+1 3 *C2+`+.C2+1 3 1+C2ii +C2+1 3 1/4 1/2-1/q 12.038 - 13.302 1+C2+1+C2+1 21 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+CL+1+(1e61v 3 1+C2+ + +1 3 1+I!2+1+C2+1 3 49" 1 1 1 13.303 - 16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2••l+OQ+i 3 1+ 2+ +1 3 1+C2+94C2+1 3 1/y-1/Y 1/4 12.038 - 14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 +C2+1+�+1 S 1+t2t1+C2+1 3 53118" 1/3-1/3-1/3 14.334-18.050 1+C2+ 1+C2+1 21 1+C2+1+C2+1 12 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 i+C2+1+C2+1 3 �a--yz %a 12.038 - 16.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 61" 1/3 1/3 1/3 16.303 - 20.675 1+C2+1+C2+1 21 1+C2+1+C2+1 12 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 31 1+C2+1+C2+1 3 12.038-20.052 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 76" custom 20.053-22.185 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 11/3-1�3-1�3 22.186 - 25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 y4-'/z-1/a "-24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 92-1/8" custom 24.083-26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1/3-1/3-1/3 26.186 - 31.038 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 y4-1/2 1/4 -25.302 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 97" custom 25.303-27.185+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 31+C2+2+C2+1 3 custom 27.186-31.038 +1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1/4-1/2-1 -28.3022+1 K1+C2+3+C2+1+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 109" custom 28.303-29.1852+12 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+13 1+C2+3+C2+1 3 1+C2+3+C2+1 3 custom 29.186-31.0382+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 120" 1/a-�z-�a -31.0382+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 - MIN. SASH WIDTH (FLANGE WINDOWS) = OV€RALL WIDTH - 57.924 2 -MIN. SASH WIDTH (EQUAL -LEG WINDOWS)= OVERALL WIDTH -56,924 2 GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX WINDOWS: 12" MAX. O.C. —I 2-ANCHOR CLUSTER DETAIL AT CLUSTER OF 2 ANCHORS CLUSTER OF 2 ANCHORS 3 ANCHOR: IN THE 1 ANCHOR CENTERED AT THE 3 ANCHORS AT CENTERED AT THE JAMB • THE SASH MEETING RAIL THE FIXED LITE MEETING RAIL 22-1Y2" MAX. O.C. — 1 ANCHOR AT 9" MAX. ---1 �{ �— 12" MAX. O.C. THE SASH -1 l L _ r----1 r----- r- 9"MAX. _ NOTES: / X 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG MEETING RAIL REPEAT ANCHOR PATTERN AT SILL WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE c5 0o Y ui z y r�i En 3: , a Of o ti o 'lop O OQ U N z y JOcj �r to O Z O J O a v W O o c1 cx) cu') d o" J J Ra uMolp n ~ W OD ¢ W H ON N a o > } rn Z Z ° IY J W CO rn LL O H O ® of N 2 N O F- Z 1'54S 5 x ¢ g O ¢ o 5 Z o n O g x U L� J Z x aal�¢p `. BONY LY1Vv� �10EN,pF •. ���� :i = No. 587o5 . *r - - 7TE . ST i Cis '•F�ORIDP.. •' C, S�O1 NAL�N0" A. LYNN MILLER, P.E. P.E.9 58705 • • ••• • • • ••• • • • . • • • • • .•• . • TART F 16 Overall Width Sash Configuration Sash Width Range (in) • • • glVa TYPes: 2, 3, 6, 7 Anchor Quantities for XOX Window! • • • • • • • • • M trig RaIIASlandad• 21-1/8" O%erall HgIII 29" Oeerall Hgt. 37" OM;rall HgLo a9"pM all Hgt. • 55" Cnersll Hgl. 963" OL4all Hgt. a Head & Sill E Head & Sill E 'o Head & Sill • • • E Head & Sill ,t, • 'o Head & Sill ' • Mea41,11 a E 12.038 - 12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 %r� / a k a 12.053 - 15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 T+C2+1•C291 & 1*CZ► +F2+' of 1+0201+C2+1 3 '/a-1/z-1/4 12.038 - 13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+10C201 Ze ';I­C;r0i+ 2+ 3 1+(%+1+C2+1 3 49" 1/3-1/a 1/a 13.303 - 16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1411--2+19C2•1 3 1+Ci+1iIG2y1 3 1*�A1+C2+1 3 1/a_1/z % 12.038-14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-118" 1/3-1/a 1/3 14.334 - 18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/a 1/z-%a 12.038 - 16.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 61" Ya--ya-ya 16.303 - 20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 Y4-1/2-1/ 12.038 - 20.052 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 76" custom 20.053 - 22.185 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3_1/3_1/3 22.186-25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 ya--yz-ye "-24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 92-118" custom 24.083-26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/3_-1/a %3 26.186-31.048 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 31 1+C3+2+C3+1 3 Ya--1/z '/4 "-25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 97" custom 25.303 - 27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 %3_1/3-1/3 27.196 - 32.675 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/4-1/2-1/4 --28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 109" custom 28.303 - 30.185 1+C2+3+C2+1 21 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1/3_1/3_1/3 30.186 - 36.675 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/4-1/2-1/a -29.463 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 113-5/8" custom 29,464 - 33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1/3-%3-% 33.186 - 38.222 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 ya-1/z 1/a -31.052 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 120" custom 31.053 - 33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 custom 33.186-38.222 1+C2+2+C2+1 121 1+C2+2+C2+1 121 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 •' MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 56,556_ 2 "MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE 12" MAX. O.C. 2-ANCHOR CLUSTER DETAIL 6" MAX. O.C. -•-I �+- 3-ANCHOR CLUSTER DETAIL GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX WINDOWS: CLUSTER OF 2 CLUSTER OF 2 3 ANCHOR: 1 ANCHOR AT ANCHORS ANCHORS IN THE THE SASH CENTERED AT THE 3ANCHORS AT CENTERED AT THE JAMB MEETING RAIL THE FIXED LITE MEETING RAIL 22-1 9„ MAX.O.C. 12" MAX. O.C. 1 THE SASH ANCHOR T -� r- 7/i MEETING _RAILg"MAX.REPEAT ANCHOR PATTERN AT SILL Y W ? > o O o o w >- n (9 N Z slop O 17 Q _ O M w J arc LO O Z O LL o Z LL f0 m 5= w s� OUd oa � g uao�p ^ < O < IN 7M0 W O Z ao Z N v LU J O J m H LL O ® N N F- O H Q laays S _ J a Q Q o Z O U � U J Z = Q Q all!1 'sap s ,gas 00 LYNN4fj � ........... ��..• V1GENgF'� �C o.58705 = 0. STA E F SF'CORIOP ''• \�� 0rNAL111 0 A. LYNN MILLER, P.E. P.E.A 58705 • - ... .. .. . . . .. .. . • • TABLE 17: Owrall Width Sash Configuration Sash Width Range (in) Anchor Quantities for XOX Windoylls; • • Gia•s•Types: 8,10, 11 • • ' Me t n I Sta Ba l! • i 9 21-1/8" O\srall Hgt. 29" Overall Hgt. 3T' Overall Hgt. 46" (bcrall Hgt. 1 ;55" rall Hgt. 463" O\mil Hgt. a Head & Sill Head &Sill a w Head & Sill a m Head & Sill • • • m Head &Sill - n • • • - Head & 51�i11 @ -� 1/4-1/z 1/4 12.038 - 12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+CWt1+g2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 'M." 1/3_%3_%3 12.053 - 15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+�+1+:7•+I 1�C2*1+t12+♦ 3 1+C2+1+C2+1 3 Y4_1/2_1/4 12.038 - 13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2;1+ 2+3 3 1:C2.14C2+0 3 1+C2i1+C2+1 3 49" 1/3_%3 1/3 13.303 - 16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+ 2+ 3 •I+C2f1+C2+♦ 1+0Q+1+C2+1 3 1/4 Y2_1/4 12.038 - 14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-118" 1/3_%_1/3 14.334 - 18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 31 1+C2+1+C2+1 3 �4_1/2_1/4 12.038-16.302 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+-C3+1 3 61" 1/3 1/3 1/3 16.303 - 20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 '/4-1/z-y4 12.038 - 20.052 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 76" custom 20.053 - 22.185 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/3-1%-% 22.186-25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 21 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1/4-y2-y4 " -24.082 1+C2+3+C2+1 2 1 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 92-1/8" custom 24.083 - 26.185 1+C2+2+C2+1 21 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/3_y3_1/3 26.186 - 31.048 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/a-1/2_1/4 -- - 25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 21 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 9T' custom 25.303-27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 21 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+2+C3+1 3 1/3_1/3 1/3 27.186 - 32.675 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/4-1/2_1/4 "" - 28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 109" custom 28.303 - 30.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1/3_1/3_1/3 30.186 - 36.675 1+C2+2+C2+1 2 1 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 1+C3+2+C3+1 3 "'-29.463 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 1135/8" custom 29.464-33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 12 1+C2+3+C2+1 2 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1/3 1/3 1/3 33.186 - 38.222 2+C2+2+C2+2 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C3+2+C3+2 3 1/4_1/2_1/4 --31.052 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 120" F custom 31.053 - 33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+4+C3+1 3 1+C3+4+C3+1 131 1+C3+3+C3+1 3 custom 33.186-38.222 11 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 21 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C3+3+C3+2 3 12" MAX. O.C. y [7 2-ANCHOR CLUSTER DETAIL 6" MAX. O.C. -� r 7// 3-ANCHOR CLUSTER DETAIL GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX WINDOWS: "MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58.556 2 "MIN. SASH WIDTH (EQUAL -LEG WINDOWS) =OVERALL WIDTH - 57.556 CLUSTER OF 2 ANCHORS tARl 1ANCHOR AT CENTERED AT THE THE SASH MEETING RAIL 3 ANCHORS AT THE FIXED LITE PCENTEREDATTHE 22-1/2"MAX. O.C. - CHOR AT9" MAX. 12" MAXE SASH NOTES: 9"MAX1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG T/7 Q X WINDOWS, SUBTRACT /" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. -MEETING RAIL- REPEAT ANCHOR PATTERN AT SILL 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. W °r Y N coo 2i^aa �o o 0 aIo 0 N 2 A u> Q z o O _j O a Z LL f0 m x 2 J W O 1� S� U 6- ° J �a uMoiO w OD F W u a J F amo Z i Z 0 - Of J O W inLL F o1 O a = (r O Z I�e4S O a o Z O n O cwi _ U J Z 2 a0 eat -s �'t�.•'`10ENyF'•%� i * No.58705 =TJO� $t-TE FFB A. LYNN MILLER, P.E. P.E.# 58705 • . . . . . . . . . . Width sh ConfigOverall uration 9 Sash Width Range (in) • + • C•IaysTYpes: 9,12, 13,E 4, 15 Anchor Quantities for XOX Wind 3�vs• • • • • • � M tfhg Rail:•St2lhda•.i • 21-1/8" Overall Hgt. 29" Overall HgL 37" Overall Hgt. 40" Qverall Hgt. •55" Overall Hgt. •63" Over-all Hgt. a Head & Sill ' a Head 8 Sill ' a Head &Sill ' • • • Head 8 Sill ' • • • a Head 8 Sill • Qead2Q •Jill a 1/ 1/2 1/4 12.038 - 12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 44" 1/?/3_% 12.053 - 15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1%2+1+121M ? loC2;1+J;2+3 1tC1J1`1+C2+1 3 1/4-'/z-1/4 12.038 - 13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C?i l-T2+•I ! 1•C;rt - 2+ 3 1+�.+1+C2+1 3 49" 1/3-1/3-1/313.303 - 16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1•+�^2+1-OC2�•I 3 1+C; I;Z2y 3 14-01+C2+1 3 1/4_1/2-1/4 12.038 - 14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-1/8" 1/3-y3-1/3 14.334 - 18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 31 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/4_1/2-1/4 12.038 - 16.302 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1 1+C3+2+C3+1 3 61" 1/3-1/3 �/3 16.303 - 20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1/4_1/2-y4 12.038 - 20.052 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 76" custom 20.053-22.185 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/3-1/3'Y3 22.186-25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1/4_1/2 1/4 -24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 92-1/8" custom 24.083-26.185 C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/3-1/3 1/3 26.186 - 31.0482+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/4_1/2_'/4 "-25.3023+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 97" custom 25.303 - 27.185+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1/3_1/3_1/3 27.186 - 32.675+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 y4_% 1y4 -28.302+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 109" custom 28.303 - 30.185+3+C2+1 KC2 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C4+3+C4+1 3 1/3_7/3_7/3 30.186 - 36.675+2+C2+1 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C4+3+C4+2 4 1/4-1/z1/4 -29.463+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C4+4+C4+1 3 113-5/8" custom 29.464-33.185+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C4+3+C4+1 3 1/3_1/3_7% 33.186-38.222+2+C2+2 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C4+3+C4+2 4 1/4_1/x1/4 -31.052+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C4+4+C4+1 3 120" custom 31.053-33.185+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+4+C3+1 3 1+C3+4+C3+1 3 1+C4+4+C4+1 3 custom 33.186 - 38.222 2+C2+2+C2+2 2 2+C2+3+C2+2 121 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C4+3+C4+2 4 "MIN. SASH WIDTH (FLANGE WINDOWS) - OVERALL WIDTH-58.556 2 MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH-57.556 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE 12" MAX. O.C. —{+ I \ 2-ANCHOR CLUSTER DETAIL 6" MAX. O.C. 3-ANCHOR CLUSTER DETAIL 4" MAX. O.C. l - 4-ANRHnR CLUSTER DETAIL GUIDE TO USING ANCHOR QUANTITY CLUSTER OF2 PCENTERE TABLES FOR XOX ANCHORS 3ANCHOR:1 ANCHOR AT CENTEREDAT THE IN THEWINDOWS: THESASH MEETING RAIL 3ANCHORSATJAMBTHE FIXED LITE 22-1/2" MAX. O.C. — mo— CHOR AT 9" MAX �- -12" MA --- r----r----rI __J ____J L__ _ _ 9"MAX. X O X MEETING RAIL REPEAT ANCHOR PATTERN AT SILL w ? N O u > w w mo O) a �o aloe O b (N z w Q OV a� _ Z O_j0 Z LL 2 W o U U o e p u.xoia r` LU Go ~ Z V < J F 'aN pm0 W (� �' a O Z Z U Of J W In 0 LL O O Ha v � � O Z a Iaa45 O Qo O Z O U g I U If Z 2 Q Q all!1 'sap s a5 NGENg��C�� i No. 58705 S A E OF (VQj SS -'40 '1/ TONAL EN A. LYNN MILLER, P.E. P.E.# 58705 .. .. . . . .. .. • . . . . . . . . . . INSTALLATION OPTION 1 INSTALLATION OPTION 2 • • • • • • • • ANCHORED THROUGH FRAME INTO 2X WOOD FRAME ANCHORED THROUGH FRAME • • �' • . • • 1 • • • OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. DIRECTLY INTO CONCRETE/CMU. • • • • • • • • 1/4" MAX. SHIM —�{ f • • • • • • • • EDGE DISTANCE EMBEDMENT I SEEgABLE• • • • • • • NOTE B, FOR ••• ••• HEAD TYPE SASH VISIBLE 1 /4" MAX. C� EMBEDMENT EDGE • LIGHT WIDTH SHIM _ 1 DISTANCE em --- ---- TYP. ANCHOR TYPE, • ,• EMBEDMENT AND EDGE • • DISTANCE PER SUBSTRATE, , OVERALL HEIGHT INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. 114" MAX. SHIM EMBEDMENT 4 I __T EDGE 17 ,J 71P< DISTANCE FIXED VISIBLE I� LIGHT WIDTH SEE TABLE 19. 12"LENGTH, CENTERED 63 EXTEF-IRIOR 20 ABOVE SASH i6 1 y v 14 15 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE OVERALL WIDTH DISTANCE PER SUBSTRATE, SEE TABLE 19 HORIZONTAL SECTION A -A 8 NOTE B FOR HEAD TYPE. (SHOWN WITH I.G. GLAZING) VISIBLE LIGHT 11 HEIGHT 4 52 51 50 (' �������, 6"LENGTH,CENTERED AT MEETING RAIL, ANCHORED WITH (4) SCREWS, (P# 60). HORIZONTAL SECTION C-C (SHOWN WITH MONO. GLAZING) ONLY REQUIRED IF NOTES: OVERALL HEIGHT IS OVER 63". 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 19. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. Ll —7 ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 1/4" MAX. • " EMBEDMENT 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE SHIM 19. ALL WOOD BUCKS LESS THAN 1-112" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE EXTERIOR OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. • WOOD BUCKS DEPICTED AS 2X ARE 1-12" THICK OR GREATER. 1X EDGE TYP. ANCHOR TYPE, AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY DISTANCE EMBEDMENT AND EDGE TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN DISTANCE PER SUBSTRATE, AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER INSTALLATION OPTION 2 SEE TABLE 19. OR ARCHITECT OF RECORD. ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. VERTICAL SECTION B-B EXTERIOR ID I ' MIAMI-DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 19. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 19 & NOTE B FOR HEAD TYPE. Anchor Substrate Min. Edge Min. Distance Embedment Southern Pine (SG=0.55) 9116" 1.3/8" #12 Steel, 16-8 410 Aluminum, 6063-T5 min. 3/8" 0.063' or SS Screw A36 Steel 3/8" 0.063" Sleet Stud, Gr. 33 min. 3/8" 0.045" (18 Ga) Concrete (min. 3.35 ksi) 1" 13/4" 1/4" 410 SS CreteFlez Ungrouted CMU, (ASTM C-90) 2-111. 1-14' Southem Pine (SG=0.55) 1" Ult Steel Concrete (min. 2.85 ksi) 1" 13/B" Ullmcon Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" Southem Pine (SG=0.55) 1" 1-3I8" 1/4" MAX. SHIM INSTALLATION OPTION 4 ANCHOREOTHROUGH FRAME INTO METAL TYP. ANCHOR TYPE, —EMBEDMENTANn EDGE DISTANCE PER SUBSTRATE, SEE TABLE 19. A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. B) USE ONLY FLATHEAD ANCHORS IN HEAD AND SILL. PAN/HEX/FLAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE JAMBS. C) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. LU F o p asap 0' O N Z w O Q to Z 0 J O a y Z U• m s J w O r (OD u U o F9 U d um oi p W2 CD < F 0Mp O LU 1n Z o V � LU J uJ � LL O m Z n Oz tL a,45 O < M F- O O Z J ix U J Q to Z = apq os,p saya5 \\\111111111I1//, LYNN4f . No. 58705 —� •. �1 O� . SATE (jFr' G� ,,,TONAL rc? //111111111 A. LVNN MILLER, P.E. P.E.# 58705 INSTALLATION OPTION 1 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. EDGE DISTANCE —T �i 1/4" MAX. SHIM BUCK HEIGHT 1/4" MAX. SHIM INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. r 114" MAX. SHIM EMBEDMENT 1 I tl. EMBEDMENT EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20. • �12"LENGTH,CENTERED "/ABOVE SASH TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20 & NOTE B FOR HEAD TYPE. 6" LENGTH, CENTERED AT MEETING RAIL, ANCHORED WITH (4) SCREWS (P# 60). ONLY . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP • •• • •• • •• • • • • • • • • •• INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. • • • • • • • 1/4" MAX. SHIM • • • • • • • • • • • • • • EMBEDMENT SASH VISIBLE 12 6 LIGHT WIDTH 17 EDGE ,i • ✓1 DISTANCE 14 15 — BUCK WIDTH HORIZONTAL SECTION A -A (SHOWN WITH I.G. GLAZING) HORIZONTAL SECTION C-C (SHOWN WITH MONO. GLAZING) REQUIRED IF BUCK NOTES: HEIGHT IS OVER 62". 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 20. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE EMBEDMENT 20. ALL WOOD BUCKS LESS THAN 1-12" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE EXTERIOR TYP. ANCHOR TYPE, EMBEDMENT AND EDGE WOOD BUCKS DEPICTED AS 2X ARE 1.12" THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN EDGE DISTANCE INSTALLATION OPTION 2 DISTANCE PER SUBSTRATE, SEE TABLE 20. AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. VERTICAL SECTION B-B COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 20. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20 & NOTE B FOR HEAD TYPE. Min. Edge Min. Anchor Substmte Distance Embedment Southern Pine (SG=0.55) 9/16" 1-3/8" #12 Steel, 18-8 Aluminum, 6063-T5 min. 3/8" 0.063" or410 SS Sae- A36 Steel 3/8" 0.063" Steel Stud, Gr. 33 min. 318" 0.045" (18 Ga) SS Concrete (min. 3.35 ksi) 1" 1-N4" /!4" 410 Cre410 Ungrouted CMU, (ASTM C-90) 2-1/2-1-114' Southern Pine (SG=0.55) 1" 1.3/8" ilt Steel Concrete (min. 2.85 ksl) 1" 1-3/8" Ultrecon Ungmuted CMU, (ASTM 0-90) 1 2-1/2" 1-114" Southern Pine (SG=0.55) I 1" 1/4" MAX. SHIM INSTALLATION OPTION 4 ANCHOREDTHROUGH FRAME INTO METAL TYP. ANCHOR TYPE, \-EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20. A) MIN, OF 3 THREADS BEYOND THE METAL SUBSTRATE. B) USE ONLY FLATHEAD ANCHORS IN HEAD AND SILL. PAN/HEX/FLAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE JAMBS. C)'UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. 0 a0 Y W 9 atl D' Lu O y U N z arn0 7 w JO (� O Z O O J O Z LL m i J W r- v (3 d o �e u ~O J oN OMO W � S2 r > > F— U) p Z Z o U w LU J Ur J 01 U. O S O ® m N w 0 O aav5 0 Z) Z) ~ O 0 Z J ¢ U Q n J Q Z _ = an!1 'asap cmw5 ``1111111111/r//' ��............ M/ EN No. 58705 j0o �14� //,'ONAL I0,01 "001111A. LYNN MILLER, P.E. P.E.# 58705 BUCK HEIGHT . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . INSTALLATION OPTION 5 ANCHORED THROUGH FIN INTO 2X INSTALLATION OPTION 5 EDGE DISTANCE — WOOD FRAME OR BUCKSTRIP. EDGE EDGE • ANCHORED THROUGHF•I MJTO 2X • • 114" MAX SHIM DISTANCE I� DISTANCE • • •WdbD FRAML•OR BUCKSrRIP. • • • • TYP. ANCHOR TYPE, EMBEDMENT I • • • • • • • • • TYP. ANCHOR TYPE, AND EDGE DISTANCE PER 1/4" MAX SHIM • • • • •EMBEDMENT AND EDGE SUBSTRATE, SEE TABLE 21. I • • • • • • • • • • • q..jr4NCE PER SUBSTRATE, SEE TABLE 21. EMBEDMENT +I n EDGE f DISTANCE � EDGE DISTANCEEMBEDMENT L1/4"MAX. SHIM 12" LENGTH, CENTERED 20 ABOVE SASH TYP. ANCHOR TYPE, EMBEDMENT AND EDGE) DISTANCE PER SUBSTRATE, SEE TABLE 21. VISIBLE LIGHT HEIGHT 52 G, C 50 LJ 114" MAX SHIM EDGE DISTANCE EXTERIOR a _ EDGE DISTANCE —�{ EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT INSTALLATION OPTION 5 AND EDGE DISTANCE PER ANCHORED THROUGH FIN INTO 2X SUBSTRATE, SEE TABLE 21. WOOD FRAME OR BUCKSTRIP. VERTICAL SECTION B-B SASH VISIBLE � LIGHT WIDT .1 • • • —•-• • `IrIBYI • • EXTERIOR Vltr • C• 35 • • • [ FIXED VISIBLE 1 LIGHTWIDTH BUCK WIDTH HORIZONTAL SECTION A -A (SHOWN WITH I.G. GLAZING) HORIZONTAL SECTION C-C (SHOWN WITH MONO. GLAZING) NOTES 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 21. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. 3) ANCHOR TO BE INSTALLED WITHIN 2.1/2" OF FIN CORNER. -1j1 EXTERIOR 2j ID MIAMI-DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 21. EDGE DISTANCE EMBEDMENT MAX. SHIM INSTALLATION OPTION 6 ANCHOREDTHROUGH INTEGRAL FIN INTO METAL TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 21. Anchor Substrate Edge Distance Distance Max. O.C. Min. Embedment 2-1/2" x .113" Box Nail Southern Pine (SG=0.55) 5116, 5" 2-7/16" 2-1/2" x .131" Common Nail Southern Pine (SG=0.55) 3/8" 5" 2-7/16" 2-112" x .145" Roofing Nail Southern Pine (SG=0.55) 318" 5" 2-7/16" 2-1/2" x .145" Roofing Nail Southern Pine (SG=0.55) 318" 5" 2-7/16" #10 Steel Trusshead Screw or #12 Steel, 1"or 410 SS Screw Southern Pine (SG=0.55) 1/2" 5" 13/8" 0. 125" Aluminum, 6063.T5 min. 5116" 5" 0.09" I 0.050r' A36 Steel 1 5/16" 5" 0.050" 0.045"(18 Ga) Steel Stud, Gr. 33 min. 1 5116" 1 5" 0.045" 1) MIN. Ul- 3 I HKtAUS BtTUNU I HE METAL SUBSTRATE. ti 00 Y lU z v; r)i � '..ay Lu o o atop fO U N z y O O;; �� OJo _ Z N Z LL w (O LLioo (9 U U OD umoip n LU OD F- J oN ONO W n > d F Z 00 W Z Z Of UJI JO LL m O m ® W N W Z a � O aa45 0 LL O ~ O Z J K U � Q F Z � = an,l 'asap sa�.a5 \`1111111111 // / LYNA( ., 't�`.•'�VIGENSg'•. �� No. 58705 0 ST TE F / ' ."LORIOP. ' N �SS'ONAL. ,//11/111111111 A. LYNN MILLER, P.E. P.E.# 58705 I}T Imo- 2,724" I 2.560" 062" O HEAD, FLANGE FRAME - 2,724" " i 3,651" OSILL, FLANGE FRAME 2.105'--�{ D62" PTI 2.273" 062" tt SASH PULL RAIL 2.724" 3.184" OHEAD, INTEGRAL FIN FRAME 1-.- 2.724" --►i 4.276" Os SILL, INTEGRAL FIN FRAME 170' r- 2.149" 1.300" �- 1 .062" T 1.136" 100" 1.300' yy 1 .050" .045" 5795`79}{5'' -�-1.492" .612` I+-Y O 7116" BEAD 24 5116" BEAD Ot2 SASH LOCK RAIL 13 SASH TOP & O BOTTOM RAIL TABLE 22: MATERIAL PROPERTIES USED FOR ANCHORAGE CALCULATIONS: Material Min. Fy Min. F. Steel Scmw 92 ksi 120 ksi 18-8 Screw 60 kst 95 ksi 410 Sc 90 ksi 110ksi Elco UltraCon. 410 SS Elco CmtoFlexO 155 ksi 127.4 ksi 177 ksl 189.7 ksi 6063-T5 Alumin- 18 ksi 22 ksi A36 Steol 36 ksi 58 ksi Gr. 33 Strrot Stud 33 ksi 45 ksl ... . • . ... .. .. . . . .. .. . ••• . • • • • • 2.724" e _. ♦ a r1I • •• 2.060" • • 062" • • OHEAD, EQUAL LEG FRAME 2.724" ---� 3.151 O SILL, EQUAL LEG FRAME • • ••• • • • �- 41.088" 2,112" • •5� • • a• •• • ••• ••- a • • • 1.786"• • • • • 2.786" • • • • a • • •.068" 4 1 • • • 1IV - OJAMB, FLANGE FRAME 1.246" 3.908" .062' to SILL ADAPTER T I-2.211" -� 1.903" T 1.1�t .1 V15 .170' .1 20" .987" 2.786" .06 2"i O5 JAMB, INTEGRAL 8 JAMB, EQUAL LEG FIN FRAME O FRAME O .040" - 1.5113" 1 -�{ .808" r- INSTALLATION INSTALLATION HOLE COVER 1-415" p\\ III ll pl .710" .062"-�II�+-U� to SILL TRACK 1_ .062" aL .723" ..875" �O to WINDLOAD ADAPTER 1.446" - I 1 518" .D40" 20 ANTI -LIFT CLIP .464" --�I - .797" .798" _P--t 7 045., .070"-�I .065" -►1 t4 HD MEETING RAIL is STD MEETING RAIL 8SCREEN ADAPTER ztA IG BEAD rs IG SNAP BEAD SILICONE STRUCTURAL POLY*INT.GLASS 1f4"NOM. BUTYLENE DESICC EXT. GLASS 70.KODISPACE 70 4SG TPS HOT -MELT ALUMINUM DESICCANT FILL BUTYL REINFORCEMENT POLYISOBUTYLENE SEAL 5116" NOM. 3116" NOM. SILICONE 5116" NOM. SEAL STRUCTURAL BUTYL& ROLL -FORMED SILICONE DESICCANT STAINLESS STEEL FOAM WITH FOAM DESICCANT EXT.GLASS EXT. GLASS EXT.GLASS INT. GLASS INT. GLASS INT. GLASS 71 NXTSUPEtR SPACER® 72 SPACER DUSEAL• 73 SPACER XL TM 0 m Y W S yj (n Q EVE F- O (Mpp fl) } h 2 Q UZr O o Z O OLLo 2 W 8 0 Z n 7 r F Z V i¢ Q cv Jm0 O W Q „ ♦- to O Z Z ... o LU LL O O 0 00 ® � N u jO laa4s o c Z� O O � w g O J X = Q W al pl 'sop s ��a5 NO. 58705 OF' A LYNN MILLER, P.E. P.E.# 58706 BLE 23 Item# Part# Description Material 1 624038 Head, Flange Frame Alum. 6063-T6 624039 Head, Integral Fin Frame Alum. 6063-T6 624040 Head, Equal -leg Frame Alum. 6063-TB 624001 Jamb, Flange Frame Alum. 6063-T6 V52 624017 Jamb, Integral Fin Frame Alum. 6063-T8 624028 Jamb, Equal -leg Frame Alum. 6063-T6 624035 Sill, Flange Frame Alum. 6063-T6 624036 Sill, Integral Fin Frame Alum. 6063-T6 9 624037 Sill, Equal -leg Frame Alum. 6083-T6 10 624034 Sill Adaptor Alum. 6W3-T6 11 624043 Sash Pull Rail Alum. 6063-TB 12 624006 Sash Lock Rail Alum. 6005A-T61 13 624041 Sash Top & Bottom Rail Alum. 6063-T6 14 624027 HD Meeting Rail Alum. 6063-T6 624005 Std. Meeting Rail Alum. 6005A-T61 624047 Screen Adapter Alum- 6063-TB 624051 Installation Hole Cover Alum. 6063-T6 64125M Windload Adapter Alum. 6W3-T6 V 624042 Sill Track Alum. 6063-T6 624015 Anti -lift Clip Alum. 6063-T6 624009 IG Bead Alum. 6063-T5 624011 IG Snap Bead Alum. 6W3-T5 23 624026 7/16' Lami Glaz. Bead Alum. 6W3-T6 24 624013 5116' Lam! Glaz. Bead Alum. 6063-T6 30 6TP247 Glazing Bead, Bulb Vinyl for #624013 & #624026 Vinyl 31 6TP248 Glazing Bead, Bulb Vinyl for #624009 & #524011 Vinyl 32 712653K Mono setting Block 3/37 X 1/4" X 1" Neoprene 33A 71715K Lami IG Setting Block 118" x 3/4" x 1-1/14" Neoprene 338 624014 IG Snap Setting Block Vinyl 724045 Sweep Latch Cast Zinc 71298 Weep Hole Cover Vinyl 41722 Hole Plug Vinyl 724021 Lock Rail Cover, (LH & RH) Vinyl 724050 Pull Rail End Cap Vinyl 724048 Roiler Housing & Sash Guide Vinyl 724052 Roller Wheels Brass 15l 724054 Sash Top Rail Gasket, (LH & RH) Polyethylene 724055 Sash Bot Rail Gasket. (LH & RH) Polyethylene 724057 Frame Header Gasket, (LH & RH) Polyethylene 724058 Frame Sill Gasket, (LH & RH) Polyethylene 724063 Meeting Rail Gasket Polyethylene Weatherstrip, .187"x .170", Fn Seal @ Sash Weatherstrip, .18r x .270", Fin Seal @ MR 52 67070 Bulb Vinyl 60 71OX38PPAX #10 X3r8" Ph. PH SMS (Windload Adapter) Stainless Steel 61 781PQX #8 X 1" Qd. PH SMS (Frame & Sash Assembly) Stainless Steel 63 - Aluminum Screen with Fiberglass Mesh Vanes 70 - Kommeding Kodispace 4SG TPS See Sheet 18 for Materials 71 - Quanex Super Spacer nXr 72 lQuanex Duraseal Spacer 73 1 Cardinal M_ Edge Spacer 74 1 Dow 791, 899 or GE 7700 Backbedding Silicone . . ... . . . ... • • ••• • • • • ••• ASSEMBLYDEfAILS•FOR ••• XO FLANGE;FPAUEi6 • �: •• • (OTHER FRAISE T S CONFIGURATIONii SIMI")♦ • • • INTERIOR 67 � NOTES: 1) ALL CORNERS TO USE GASKET AND/OR SEALANT. 2) SOME PARTSIOPfIONS NOT SHOWN ON DRAWING FOR CLARITY w 00 Y rn w C) o 3 ay O yo o w CD N i slop IY Q O � w 2y _ U Z Z 0 J O Z LL w O UU_o o� e Z R < F 'oN DMO w c� rn oZo U Z _ -.1 J O rn y ® m rJ w O aa4S O Z O o o z U � Q m an!t o,a0 sal.ag * r' No. 5870.5 0T F7ATE 0 / is '. CORIDA11'..'G�� A. LYNN MILLER, P.E. RE 58705 Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: RC-12-20-2899 Permit Type: Building (Residential) Work Classification: Alteration Permit Status: Approved Issue Date: 04/15/2021 Expiration: 10/13/2021 Location Address Parcel Number 970 NE 100TH ST, Miami Shores, FL 33138 1132060340190 Contacts Contractor BORIS ARANGO Owner GORO CONSTRUCTION INC 970 NE 100TH ST, Miami Shores, FL 33138 TELMO GOROSTIAGA Home: 3052184729 1000 NW 106 AVE, PLANTATION, FL 33322 Business: 7868000971 Inspection Requests: Description: interior remodeling: demolition of existing Valuation: $ 63,664.50 `1, kitchen and closets in bedroom # 2 for layout 305-762-4949 reconfiguration, demolition of existing master bedroom Total Sq Feet: 305.00 and bath #1 for remodeling/ removed and replace existing doors as ducted Fees Amount Application Fee - Other $150.00 CCF $38.40 Certificte of Completion for Single Fam $50.00 and Duplex DBPR Fee $28.65 DCA Fee $19.10 Education Surcharge $12.80 Permit Fee $1,759.94 Preliminary Plan Review (Residential) $360.00 Scanning Fee $18.00 Structural Review ($120) $120.00 Structural Review ($45) $60.00 Structural Review ($90) $90.00 Technology Fee $47.75 Total $2,754.64 Payments Date Paid Amt Paid Total Fees $2,754.64 Credit Card 03/19/2021 $150.00 Check# 614 12/17/2020 $480.00 Credit Card 04/15/2021 $2,124.64 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent ni1Tate I April 15, 2021 Page 2 of 2 Miami Shores Village PUE�CIEHV=3 Building Department MAR 1 9 2021 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 BY: INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING FBC 20 Master Permit No. RC- 12-20- 290.A Sub Permit No ❑ REVISION ❑ EXTENSION [—]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: qqo me too 5T City: Miami Shores County: Miami Dade Zip: 3313t Folio/Parcel#: 11 - -320f, - 084 - OIgO Is the Building Historically Designated: Yes NO ✓ Occupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE: OWNER: Name (Fee Simple Titleholder): CY►5r4ia-0 QQyYIQ¢Ip goyiS WVAy 9 Phone#: 3OS - 2-1$ - 4' 2-q Address: gv7(o t,)C (CC ST City: Mlflmi 5+10�5 State: 'FL Zip: 33138 Tenant/Lessee Name: Phone#: 305 Z 10- `I 7 39 Email: 60ri5 aianIW Qnrn i i . C.om e� CONTRACTOR: Company Name: C-7020 Qo-14yurJi nC Phone#: '86• -e 0 -09' 74 Address: no NW io6 43 Qe City: k�"Qy) State: TL- Zip: O�DJLz- Qualifier Name: TEL,M CS)01205ti®tQQ Phone#: `186 •1000• 09'17/l State Certification or Registration #: C%C ISI'Zg60 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition N?� Alteration ❑ New ❑ Repair/Replace ❑ Demolitions_ Description of Work: Ivl4"Ov Rszvrl.Od-el; ft ki &," I P,041yoom I PCOO✓'( Q, - elegy wj Specify color of color thru tile' Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ _ (Revised02/24/2014) CCF $ CO/CC $ DBPR $ Notary Double Fee $ Bond $ TOTAL FEE NOW DUE $ 2 , Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatur . `�- Signature OWNER or AGENT CONTRALTO The foregoing instrument was acknowledged before me this Theforegoinginstrument was acknowledged before me this IS day of GCS 20 2( by `L day of 20 Qlk by /302� S �ron a �i S� fivho is personally known to `E� %G�?0V1 sW6% , who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Z j vv Seal: �Q � Notary public State of Flonda Zion Hay Cohen �o'r`°�� ExpCeS 2/292/ p�q 075383 APPROVED BY as me or who has prod identification and NOTARY PUBLI . I Sign:_ Print: Seal: - ************ Plans Examiner Structural Review an oath. CAt Notary Public State of Florida Peter Lerperger My Commission GG 287104 Expires 02/24R023 as ********** Zoning Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. ✓ COPY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE* D. ✓ COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE -COMPANY- MUST ISSUE A.CERTIFICATE.AS_FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 U 0,4 CSC 151Za60 Certificate=must specify-the-description_of-operations-or-contractor-license_number. BUSINESS NAME: C On �04A-kCtlO,n 111C BUSINESS ADDRESS: 1000 NW 1064 We CITY V90 BUSINESS PHONE:( 1A ) eW - 00,94 FAX NUMBER ( ) STATE �� ZIP '3�322- CELL PHONE (�& ) boo - 0Qn/) QUALIFIER'S NAME: T.Uumo M epsn t-A QUALIFIER'S LIC NUMBER: CGe' 1SI7_Ci610 d1jo movka It Q0 1 ive. cov+ Firefox Ron De$4ntls, Governor Halsey. Seshears; secretary ridgy STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION III $.TRY,.tICENSING BOARD THE GENERAL CQNX1Ilk CT y ElN' S IFiED UNDER THE PROVISIOMS`('F.� ATATUTES li btu, r1 di, Y yPyGa' vn3��W��34tcse� ��, �'�• ' nj iak}4 Soo AI 40, EXPIRATION DATE: AUGUST 31, 2022 Always verity licenses online at. MyFloridaLicense.com Do not alter this document In any form. This is your license. It is unlawful for anyone other than, the Licensee to use this document. about:bla of 1 GORO CONSTRUCTON INC 1000 NW 106TH AVE. PLANTATION, FL 33322 DATE: O j . 16 . ARA STATE OF FLORIDA COUNTY OF MIAMI-DADE Before me this day personally appeared fifUN110 k"V A3A who, being duly sworn, deposes and says: That he or she will be the only person working on the project located at: 970 NE 100th St. Miami Shores, FL 33138 Contractor Signature Sworn to (or affirmed) and subscribed before me this 10 day of `- 20 Personally Know v Or Produced Indentification Type of Identification Produced N Public State of Florida P efperger minion GG 287104 Print, Type or Stamp fame of Notary Notice to Owner - Workers' Com Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 nsation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances. Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signatu Owner State of Florida County of Miami -Dade The foregoing was acknowledge before me this day of 20 2l By 3 ho is personally known to me or has produced as identification. Notary: z IAU� MAI 6,) H f''' MaY ° Notary Public State of Florida SEAL: �`� Zion Hay Cohen �p� My Commission HH 075383 0., tea* Expires 12/29/2024 AC-ORDP CERTIFICATE OF LIABILITY INSURANCE uAlI„3,202, ) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURERS , AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER, IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements . PRODUCER CONTACT NAME: Mary Hurley GEICO Insurance Agency, Inc. (AICNN Ext): (727)521-2100 a/c. No): E-MAIL PO Box 5316 Binghamton, NY 13902 ADDRESS: maryh@comegys.com INSURER(S) AFFORDING COVERAGE NAIC # INSURERA: Coving Specialty Insurance Co 27138 INSURED INSURER B : Gom Construction Inc INSURER C : 1000 NW 106 th Ave. INSURER D : INSURER E INSURER F : Plantation FL 33322-7800 COVERAGES CERTIFICATE NUMBER: 11716900218940529820716 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSR SUBR WVD POLICY NUMBER POLICY EFF MMIDDIYYYY POLICY EX P MMIDDIYYYY LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $1,000,000 A CLAIMS -MADE X OCCUR Y Y HBA8977655 10/13/2020 10/13/2021 DAMAGE TO RENTED PREMISES Ea occurrence $100,000 MED EXP (Any one person) $5,000 PERSONAL & ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 PRO- LOC X POLICYY JECT PRODUCTS - COMPIOP AGG $2,000,000 OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident BODILY INJURY (Per person) ANY AUTO OWNED SCHEDULED BODILY INJURY AUTOS ONLY AUTOS (Per accident) PROPERTY DAMAGE HIRED NON -OWNED AUTOS ONLY AUTOS ONLY (Per accident) UMBRELLA L'IAB EXCESS LIAB \ OCCUR CLAIMS -MAD EACH OCCURRENCE , AGGREGATE DED I I RETENTION $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS' LIABILITY YIN STATUTE ER ANY PROPRIETORIPARTNEPJEXECU -TIVE OFFICERIMEMBER EXCLUDED? ❑ NIA E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT PROFESSIONAL LIABILITY OCCURRENCE AGGREGATE DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) CGC1512960 #CC1329400 CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AV E SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. MIAMI SHORES, 33138 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. table of Contents z Introduction Single-family residential renovation About Us Contact Us Diego Monteiro 1000 NW 106TH AVE PLANTATION FL 33322 786800971 Scope of Work See plans attached: Demolition Building Plumbing Electrical Mechanical Project Timeline 3 Fee Summary 1 - Demolition: 2500.00 1.00 2,500.00 + Remove and dispose of all items as indicated by the plans, not limited to kitchen cabinets, counters appliances, lighting, flooring, doors, door frames, casings, AC Equipment (ducts, condenser, evaporator, vents, etc.), windows (kitchen, dining room, and one in bathroom), bathroom cabinets, sinks, plumbing, mirrors, shower glass door, bathroom tile, concrete material, drywall, framing No holes will be left open overnight. Holes should be covered with tarp or something to prevent rain water from entering. j Contractor is responsible for dumpster and fees associated with 4 dumpster handling and garbage disposal 2 - Existing wood floors: 12.00 977.00 • • • •11,724.00 Sanded, stained, and varnished (protective coating). .. ...... .. •• ., ...... Types of stains and varnish will be appropriate for the type of wood ...:.. . being used. •••••• ��••�• i Stain color will be chosen by owner. •Y.• • •...• The stain and varnish process will be reviewed with owner before work • .. begins .. .. .... ...... • Up to 2 coats of stain may be required • • . ...•.. More than 2 coats of varnish will be required to ensure seal. If proper 6 G:o:. owner and GC •. • . • •••••• disagree then owner will hire an independent 3rd party to determine • quality of work. If it is determined that more coats are required then GC will complete the work as determined by independent 3rd party 3 - New wood floors: 10.00 525.00 5,250.00 According to plans the new wood floor will match with existing, as best as possible. Owner and GC work together to determine the best suitable floor that will match existing. Flooring in kitchen, dining room, and family room must be at level with each other 4- Electrical: 11180.00 1.00 11,180.00 4 Installation of all appliances, including: Washer, Dryer, Water heater, Cooktop, Oven, Microwave, Extractors, Refrigerator Installation of ceiling fans in 3 bedrooms and living room jRemove and replace all switches and outlets, includes wiring and wall j plates i ti Doorbell — installation Lighting to be installed per plans. Lighting over the peninsula counter will be hanging lights Lighting in closets will activate when door opens. There is already lighting inside closet that activates when motion is detected. As per plans, the closets will require new doors. 5 - Plumbing: 5800.00 1.00 5,800.00 Installation of tankless water heater in garage. See plans Plumbing (Per Plans) i The toilets for both bathrooms will be moved In larger bathroom the shower head will be moved to opposite side In exiting Master bathroom the toilet and vanity will exchange positions 6 - Walls, doors, baseboards, Shelving, Window Sills: 15210.50 1.00 15,210.50 j Installation of baseboards in all walls, entire house. The quote provided for installation includes .... all types of baseboards unless indicated by the GC Baseboards — caulking to see all gaps between baseboard and wall , .. . i and baseboard and floor ...... �. .. ...... • All Interior Door frames will be replaced, including the door frames on •..• :""; the inside of the house sees ••�• for the exterior doors :0060 All Interior Doors will be replaced, including pocket door separating ...... .' ' existing living room from : . .. . ...).. bedrooms. . . . • •• • Interior and exterior doorknobs (hardware) and locks (hardware) will be " :...:. ' replaced e Remove all mildew/mold from walls and repair All walls and all ceilings must be sanded before skim coat All walls and ceilings must be skim coated to smooth finish painted. A minimum of one coat of primer and 2 coats of paint required. Install casing between existing family room and existing living room All window sills will rep 7 - Kitchen: 3300.00 1.00 3,300.00 Herringbone stile design backsplash tile will be installed A new window opening will be needed for the kitchen. Existing window removed and a new Opening, according to plan, will be made. Cabinet lighting under 8 - Bathroom 01 and 02: 9250.00 1.00 9,250.00 5 Per plans, new ceramic tile will be installed Shower, wall and floor. Vanity area floor only In shower install shelves 9 - Fireplace: Remove fapade and replace with brick. Brick will be painted white. Brick will cover the vertical length of the wall. r Design, create, and install wood mantle Remove brick flooring and replace with new brick tiles. May or may not be the same brick on wall Preserve screen —reinstall the metal screen 10 - Ceiling: Wood beam celling — sanded, stained, and varnished. All visible areas must be included in the work. There cannot be old varnish remaining All cracks in wood beams filled with wood filler before staining All cracks in ceilings and stains will be patched up before painting 11 - Repairs/Exterior From exterior (including garage) - cover all sub -floor vents with proper material Roof repair — see appendix Ceiling repair (cracked rafter) — see appendix Front porch floor repair — see appendix Patch hair line cracks Pressure clean Whitewash/paint floor Repair improper wiring — see appendix Move the sprinkler pump to the outside Remove old water heater Removal/dispose of old appliances Repair sagging gate Removal and disposal of awnings over side windows Chimney vent at top is loose — needs to be tightened (priced separately) 12 - Repairs/Exterior: — priced separately Redo closet hanging rod and shelving Replace cracked window at front of house Replace the side view windows next to the front door Repair the door leading to the pool — the deadbolt lock is defective, see appendix Replace side garage door 2650.00 1.00 2,650.00 5200.00 1.00 5,200.00 ' 5380.00 •. • 1.00 5,380.00 , • ...... .. .. ...... .... . ..... .. .. .... ...... 3200.00 1.00 3,200.00 $80, 644.50 0 Payment Schedule Demolitions Drywall Bathroom 01 and 02 Base board and trims Fire place Paint Existing wood floor New floor Ceiling Repair exterior Repair interior Electrical Plumbing Terms and Conditions 2419.33 8064.45 i 8870.89 e } 8064.45 I I 2419.33 4032.23 11290.25 4838.67 4838.67 ••••5645.11 •••• 3225.78 •� •• • •••�•• •12096.67•!•••; ••" 4838.6-7 " 'W,644.5G'":' . . .. . ...... * The total value of the work will be 80,644.50 (Eight thousand six hundred forty-four dollars and fifty cents); * Payments method: 30%, (step 01) 20% (step 02) 20% and finishing 30% * Keeping the work always cleaning. * All services will be performed in accordance with the City Code; * Any alteration or inclusion of services will be charge separately; * All materials must be available for the progress of the work, according to the purchase request. • Contracted shall pic up all materials that are not deliver to site by vendor / supplier • Fees, Permits costs and more, are not included in this estimate. 7 , Acceptance GORO CONTRUCTION INC - ----- -- - ------ ----- - -------------- 60RIS ARANGO Pita i lic State of Flon" • • a , AY9 i ion G • a wOP E re 3 2871% •• • ••* • • • • •••••• ••• •• • •• •• •O •••• • • • • • a • • • • • • • Li