Loading...
RC-18-1310r STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT 0 CONSTRUCTION PERMIT FOR: OSTDS New a APPLICANT: JESSICA SCHILLING PROPERTY ADDRESS: 77 NF 1n5 St Miami_ FL 33138 LOT: 15 BLOCK: 202 SUBDIVISION: PROPERTY ID #: 11-2136-006-0150 PERMIT #: 13-SM-1842341 APPLICATION # : AP 1341297 DATE PAID: FEE PAID: RECEIPT #: DOCUMENT #: PR1116467 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION _�38t.0065, F.S., AND CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS T [ 900 ] GALLONS / GPD SeDtIC CAPACITY A [ ] GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS @[ ]DOSES PER 24 HRS #Pumps [ ] D [ 375 ] SQUARE FEET Trench confiauration drainfi SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: (XI STANDARD [ ] FILLED [I MOUND I CONFIGURATION: [x] TRENCH [ ] BED [ ] N F LOCftTION OF BENCHMARK: CL NE 105 st., 9.91' NGVD I ELEVATION OF PROPOSED SYSTEM SITE [ 2.28 ][ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 32.281 INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT L D FILL REQUIRED: [ 0.001 INCHES EXCAVATION REQUIRED: [ 72.001 INCHES O T H E R Inspector to verify the existing septic tank is properly abandoned before final approval. *Invert elevation of drainfield to be no less than 7.72' NGVD. *Bottom of drainfield elevation to be no less than 7.22' NGVD. *Install 42" of slightly limited soil under the bottom of drainfield. -Perimeter of excavation area shall be at least 2 ft. wider and longer than the proposed absorption bed or drain trench. The system is sized for 2 bedrooms with a maximum occupancy of 4 persons (2 per bedroom), for a total estimated flow of SPECIFICATIONS BY: APPROVED BY: TITLE: Carlos M Icaza DATE ISSUED: 05/10/2018 TITLE: DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC EXPIRATION DATE Dade CHD 11/10/2019 Page 1 of 3 NOTICE OF RIGHTS A party whose substantial interest is affected by this order may petition for an administrative hearing pursuant to sections 120.569 and 120.57, Florida Statutes. Such proceedings are governed by Rule 28-106, Florida Administrative Code. A petition for administrative hearing must be in writing and must be received by the Agency Clerk for the Department, within twenty-one (21) days from the receipt of this order. The address of the Agency Clerk is 4052 Bald Cypress Way, BIN A-02, Tallahassee, Florida 32399. The Agency Clerk's facsimile number is 850-413-8743. Mediation is not available as an alternative remedy. Your failure to submit a petition for hearing within 21 days from receipt of this order will constitute a waiver of your right to an administrative hearing, and this order shall become a 'final order'. Should this order become a final order, a party who is,adversely affected by it is entitled to judicial review pursuant to Section 120.68, Florida Statutes. Review proceedings are governed by the Florida Rules of Appellate Procedure. Such proceedings may be commenced by filing one copy of a Notice of Appeal with the Agency Clerk of the Department of Health and a second copy, accompanied by the filing fees required by law, with the Court of Appeal in the appropriate District Court. The notice must be filed within 30 days of rendition of the final order. 4/2/2018 e-Permitting Miami -Dade County Building Department Search: _ �04 "'fc_ f— i. Status of Plans Process: M2018006784 Application Date: 02/07/2018 Storage Location: By: Date Picked up: MIAMI-DADE Review J Reviewed By 4� Est Comp Date Disp Date Disposition TERM DE ARMAS, MIGUEL 02/07/2018 T 02/08/2018 — A PWIF ____ RICHARDSON, KEITH 02/07/2018 02/13/2018 N _ ^N WASA LEWIS, DEIDRA 02/07/2018 03/22/2018_] PAYU FEE COL 02/07/2018 02/07/2018 A Disposition Legend: A=Approved, D=Disapproved, N=N/A, P=Approved as Noted Note: PAYU relates to payment of up -front fees only. Page: 1 REVIEW STATUS INQUIRY SUCCESSFUL (NO MORE ENTRIES) BLDG Home Page I BLDG Main Menu I BLDG Permit Menu I BLDG Plans Processing Menu I Inspection Types I Address Format Home I About I Phone Directory I Privacy. I Disclaimer E-mail your comments, questions and suggestions to Webmaster This page was last edited on: February 23, 2004 Web Site © 2004 Miami -Dade County. All rights reserved. http://egvsys.co.miami-dade.fl.us:1608/WWWSERV/ggvt/BNZAW972.DIA?KEY=M2018006784 1/1 OF rr L.,vr•�/d�9 Miami Shores Building Department t`; •'' SCHIti''••.• 10050 N.E. 2nd Avenue �QAZ',•Q� I �� F ; • Miami Shores, FL 33138 CIO.Q k �y 4� • Comment NE 05th Streettive 9F�i �;!/,.•PQC' Revision 1 —June 4t", 2018 TERE� Permit No. 18-310 Structural Review: Comment 1,2,3,5: • Wind design pressures and wind load calculations are shown on sheet A2.01. • 1 am including the NOAs for the specific doors and windows we will be using. • Doors and windows will be under a separate permit Comment 4: • Detail added on new sheet A2.02 showing how the garage door will be filled in. uildina Review: 1: Notes were changed to reflect FBC 2017 Provided J 3: It is more then 8" above the crown of the road /4The interior elevations did not change AShower details were added to the proposed floorplan /fb: Longitudinal section was added on new sheet A2.02 /18: MEP engineer provided calculations on M sheets 8NOAs for window and door are included as part of the revision 9: New sheet A2.02 shows structural details and specifications /10.. all changes were clouded and market w a delta Thank you for your assistance — David Schwade, ANDstudio FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Morida Department of Business and Professional Regulation - Residential Performance Method Project Name: Miami Shore Residence Builder Name: Street: 77 NE 105st Street Permit Office: City, State: lip Miami Shore . FL , Permit Number: Owner Jurisdiction- 232600 Design Location: FL, Miami county:: Miami -Dade (Florida Climate Zone 1 ) 1. New construction or existing New (From Plans) 9. Wail Types (353.7 sgft.) insulation Area 2. Single family or multiple family Single-family a. Concrete Block - int Insul, Exterior R=4.8 -" 353.73 ft' b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R— ft'17 4. Number of Bedrooms 0 d. NIA R.-. fV 5. Is this a worst case? No 10. Ceiling Types (205.0 sgft.) Insulation Area a. Under Attic (Vented) R=30.0 205.00 ft-' 6. Conditioned floor area above grade (ft-) 205 b. NrA R : fte Conditioned floor area below grade (W) 0 c. N/A R= ft' • • 11. Ducts R fV 7. Wjndows(•84 sqk.) Descript on Area a. Sup: Attic, Ret: Attic, AH: Attic 6 1 • •• "'I.;U-Factor- jgl,.?::27�92 38,67 f12 SHGCP••.•; SAGO=Q48 ""b. U-Factor ' /A . fie m 12. Cooling systems kBtu.%hr Efficiency • SHGC- ' 000• •: a. Central Unit 9.0 SEER:19.00 •••• c. U-Fac:)r:• • • N*P • • ft2 •••• SHGC.00000 • • Ole 13 systems k8t U Fa jot• • • • N" 0 0 ft2 a. Electric Fleat Pump 0' 0 HSP,F 10.50 • SHGC:•••• Brea Weighted Average Qli;ej, t'8 Depth: 0.000 ft. • • •Area W*jhted•Average j C 0,480 14. Hot water systems • ' • • 8. Floor Typrss' 1205.0 sgffs) • • Insulation Area a. Electric Tankless Cap: 1 gallons Slab-Qrt-15"tl Edge Inculatioi R =1.0 205.00 fV b. Conservation features EF: 0,990 b. N,,A • • • • R= W, None c. N/A R= ft2 15, Credits Pstat p G!ass/Floor Area: 0.189 \\\�1I Iq r posed Modified Loads: 17.72 PASS \\\ DER I Baseline Loads: 19.17 C E NSF I hereby certify that the plaQZandApe� I a�t oGns coveY,ed b� Review of the plans and STq this calculation are in compa*, with'th 'f�Yaf�Q y Code. r .� e AT specifications covered by this calculation indicates compliance.,, with the Florida Energy Code. 4 PREPARED BY: : Before construction is completed DATE: .......... ........... __.... ................ __�,r �` j4t.��' _t p �\ ...._......_..� this building will be inspected for �+�-------aaG\ \\ I hereby certify that this building,�6$ NAF1, 1CI pliance compliance with Section 553.908 Florida Statutes. : � with the Florida Energy Code. // ��� c OF3 M OWNER/AGENT: ___— BUILDING OFFICIAL: DATE: ____ ..__........ DATE: ......... __._....... -- _ - Compliance requires certification by the air handler unit manufacturer that the air handier enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. - Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 11/28.12017 1:14 PM EnergyGaugeC?, USA - RaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: Miami Shore Residence Bedrooms: 0 Address Type: Street Address Building Type: User Conditioned Area: 205 Lot # olner: Total Stories: 1 Block/Sub-Division: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 77 NE 105st Street Permit Office: Cross Ventilation: County: Miami -Dade Jurisdiction: 232600 Whole House Fan: City, State, Zip: Miami Shore , Family Type: Single-family FL , New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 9 7. 5 ,, 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI INTL AP 1 51 90 70 75 149.5 56 Low BLOCKS • • •ILumber • • • Name • • Area Volume ........... _.......__..__..___......_..................._......._.......................y._....y............... ••••• • •••i � :fockl ' 205 1640 .••• . SPACES .. • Number Name• • • • • • Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated :..•.........................................._ol .........._.................._.__..._._..._.............._. • • • • • Vain •:: 205 1640 Yes 2 1 Yes Yes Yes • * 0 •"' FLOORS 'Floor Tye • • • Space Perimeter R-Value Area Mlle Wood Carpet .*.rr._ __. .----- ---._ ___._ ___. - ------ ___.___..__ • n-Grade Edge Insulatio Main 65 ft 1 205 ft2 ---- 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Barrel tile 211 W' 0 fV Medium 0.96 No 0.9 No 0 14 ATTIC l% # Type Ventilation Vent Ratio (1 in) Area RBS IRCC Full aftic Vented 300 205 ft2 N N CEILING y% # Ceiling. T ype Space R-Value Ins Type Area Framing Frac Truss Type i Under Attic (Vented) Main 30 Blown 205 ftz 0.11 Wood 11/28i2017 1:14 PM EnergyGauge0 USA - FlaRes2014 Section: R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below V #___Ornt _ __...:Io W<rlt..T.ype. _pace R-Value Ft. .lri __..Ft._ in Area._._....._._R-Value..F.raction..._...Absor_.....Gradez-... +1 N Exterior Concrete Block - Int Insul Main 4,8 11 6 8 0 92.0 ft' 0 0.75 0 2 E Exterior Concrete Block - Int Insul Main 4,8 21 4 8 0 170.7 ft' 0 O.75 0 3 S Exterior Concrete Block - Int Insul Main 4.8 10 9 8 0 86,0 ft-' 0 0.75 0 4 W Exterior Concrete Block - Int InsUI Main 4.8 6 4 0.8 0 5.1 ft-' 0 0.75 0 DOORS V # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Wood Main None .46 3 7 21 it? WINDOWS Orientation shown is the entered. Proposed orientation. Wall Overhang V/ # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 0 i• 3 Metal Single (Clear) • • Yes 0.92 0.48 38.7 ft' 0 ft 0 in 0 ft 0 in Drapes/blinds None o • • INFILTRATION • Sco�e Mtt?7&? • • SLA CFM 50 FLA EgLA ACH ACH 50 •�. _*•_. ••. - ......... ..._._.. ......... ............ .-.____...._._..... '; "Wholehot*e •' Proplg4;; i(50) .000254 136.7 7.5 14.11 .1754 5 0000 ••• ... • • • • • �....' HEATING SYSTEM poop/ • it • *System T•yea: Subtype Efficiency Capacity Block Ducts • • *Electric lyieat WWmp Split !-ISPF:10.5 10 kBtu'hr 1 sys#1 •:� as • • • •' • • • COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 19 9 kBturhr 290 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation Electric Tankless Main 0.99 1 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM +`;7 FSEC Collector Storage Cert # Company Narno System Model # Collector Model It Area Volurne FEF None None W 11128.-2017 1.14 PM EnergyGaugeg USA - F1aRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FnRNA R nr,-2m4 DUCTS -- Supply ---- ---- Return ---- Air CFM 25 CFM25 HVAC #t V/ t# Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool ........ _._.. _._ 1 --- Attic 6 ..... 1 ft2 _......... _..----- Attic 1.5 ft' Default Leakage Attic (Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling [ j Jan [ Feb Mar Apr [ j May Xj Jun jX Jul [X' Aug [X]] Sep Oct Nov Dec Heatin� (X] Jan [XFeb f Xj Mar Apr [ ]May ]Jun [ uI j Augg [ j Sep Oct �Xj Nov H Dec Ventin ( l] Jan ( Feb [X Mar X A r [ ] Ma J Jun [ ul E ] Au [ JJ Se Oct Nav Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating ,WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 • •• Fleayng (WE% • AM 66 66 66 66 66 68 68 68 68 68 68 68 • • • • • • PM • • 68 68 68 68 68 68 68 68 68 68 66 66 i •••••000000 • • • • • • •••• •••••• •••• • • ••••♦ • •••••• • •• • 00* •••• • •• •••• • • •00*0 • 11/28/2017 1:14 PM EnergyGaugeU USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 Location for weather data: Miami, FL - Defaults: Latitude(25.82) Altitude(7 ft.) Temp Range(L) Humidity data: Interior RH 50°/ Outdoor wet bulb 77F Hurnidity difference 56 r. Winter design temperature(TMY3 99%) 49 F Summer design temperature(TMY3 99%) 92 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 21 F Summer temperature difference 17 F Total heating load calculation 4977 Btuh Total cooling load calculation 7839 Btuh Submitted heating capacity % of talc Btuh Submitted cooling capacity % of talc Btuh Total (Electric Heat Pump) 200.9 10000 Sensible (SHR = 0.75) 100.7 6750 eat u .:p �� Aux li�;ry(t;.tik°7v) m'''0. i " Latent 198.5 2250 Total (Electric Heat Purnpl__ _ 114.8 9000 WINTERLCUL TI Winter -Heating Loaf•(*or 21)5 s Load �bmponent • + Load Windoetotal ••:••: 39 soft 1015 Btuh Wallto10% 294 sgft 980 Btuh Doors' 91* �••++• ••+•+s 21 soft 203 Btuh Ceilan` 18f% 205 sgtt 978 Btuh Floorlotat 690+0 9000 • 205 sqft 1611 Btuh Infiltration '•;•+• 8 cfm 177 Btuh Dud loss • "• ... 13 Btuh SubWaal. � ,'•, 4977 Btuh VeRtjltj�rr+ ' • 0 ctm 0 Btuh TOTAL HEAT LOSS 4977 Btuh Summer Cooling Load (for 205 soft I 111,i19.7 ' SUMMER CALCULATIONS Load component Load Window total 39 soft 1570 Btuh Wall total 294 soft 793 Btuh Door total 21 sgft 309 Btuh Ceiling total 205 sgft 1444 Btuh Floor total 0 Btuh Infiltration 6 cfm 108 Btuh Internal gain 2460 Btuh Duct gain 21 Btuh Sens. Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Total sensible gain 6706 Btuh Latent gain(ducts) 15 Btuh Latent gain(infiltration) 219 Btuh Latent gain (ventilation) 0 Btuh Latent: gain(internalloccupants/other) 900 Btuh Total latent gain 1134 Btuh TOTAL HEAT GAIN 7839 Btuh "'aIl i1Cf.l'��`1 Infif.1;4.2°��f E€uctsi t€.5°Q in� EnergyGauge® System Sizing PREPARED BY: DATE: _ EnergyGaugeCv / USRCZB v5.1 G4cts;3.34i; inhil� c'i �nur5.t 1°.al Latent 1nt,11 c-,. MIAMI•DADE , MIAMI—DADE COUNTY ..==.t 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.miamidade.Qov/economy ES Windows, LLC 3550 NW 491 Street Miami, FL 33142 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 •'�ed� including the High Velocity Hurricane Zone. • • • • WSCRI rld LSeries "100011050" Aluminum Single Hung Window - L. M. I. UOOVE.'Lb DQCUMENT: Drawing No. W03-56, titled "Series-1000/1050 Alum. Single Hung Wdw. • (,L.M.1)", sfiaats Athrough 8 of 8, dated 07/31/03, with revision L, dated 09/27/17, prepared by Al-Farooq • • • • • Cevporation,•_*ifsd and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control • •; • • •Revision si mV smith the Notice of Acceptance number and expiration date by the Miami -Dade County 00900 • •Pit)'�pct Cop?mt Section. • • • • MISSILE MXCT RATING: Large and Small Missile Impact Resistant ...�.. . L,%BEL1N1*J ;.j3ch unit shall bear a permanent label with the manufacturer's name or logo, • • 1 4AARANVVK§1 A, COLOMBIA S.A., series, and following statement: "Miami -Dade County Product "' ; . • • *CMVol Apptoved'', unless otherwise noted herein. &NEWAL 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 #16-1013.09 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above.. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-1114.09 Expiration Date: November 06, 2018 Approval Date: January 18, 2018 Page I ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-1008.05) 2. Drawing No. W03-56, titled "Series-1000/1050 Alum. Single Hung Wdw. (L.M.I)", sheets 1 through 8 of 8, dated 07/31/03, with revision K, dated 10/I1/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, 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 20I-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • 6) Forced Entry Test, per ASTM F 588-04/ 07 and per FBC 2411 • •.••.• .. 3.2.1, TAS 202-94 :'•": •.• along with marked -up drawings and installation diagram of an aluminum single • • • • • hpng window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. • •"•FTL-5815 and FTL-5337, dated 02/13/09 and 01/25/08 respectively, both signed and • • • • • . •' . . • • . sealed by Michael R. Wenzel, P. E. ..... .... ...... • • • • (Submitted under NOA s No. 09-1008.05 and 07-0928.14) • 2. •... ast 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 ASTM F 588-04/ 07 and per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI- 05-1448 and HETI-05-1953, dated 04/22/ 05 and 04/25/05 respectively, both signed and sealed by Ivonne Ghia, P.E. (Submitted under NOA No. 05-0720.01) Jorge M. Plasencia, P.E. Prqduct Control Unit Supervisor NOA No. 17-1114.09 Expiration Date: November 06, 2018 Approval Date: January 18, 2018 E-1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3. 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 ASTM F 588-04/ 07 and per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3820 and FTL-3806, dated 06/09/03, signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-0910.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FR4C.5" Edition (2014), prepared by Al-Farooq Corporation, dated 10/23,4 4 and revised. on 07/14/15, signed and sealed by Javad Ahmad, P.E. • ...... (Submitted under NOA No. 15-0129.03) ' 2. Glazing complies with ASTM E1300-09 • • • ...... .... D. QUALITY ASSURANCE .... .... 1. Miami -Dade Department of Regulatory and Economic Resources•(R"RI '....' E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-091611 issued to Kuraray AmeAaa,:Ine. V "their "SentryGlas® (Clear and White) Glass Interlayers", dated 06/25715, expirn*on 07/04/ 18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer", dated 04/25/15, expiring on 12/11/16. ge NI. Plasencia, P.E. Produ Control Unit Supervisor NOA No. 17-1114.09 Expiration Date: November 06, 2018 Approval Date: January 18, 2018 E-2 IN I? ill � of 0 La W z N O W Uj 1/8' ANN. GLASS .090' Interlcyer SentryGias By Kuraray America, Inc.' r-1/8" ANN. GLASS CORNING 795 41NG 795/983 10' HEAL FALSE MUNTINS A (SURFACE APPLIED) MAY BE USED m Go J I ^ N _ pp j ALT. GLAZING OPTIONLi SQUARE GLAZING STOP CAN BE USED m WITH ALL GLASS TYPES SHOWN ON THIS SHEET. z AT 1/4 POINTS ON UTES 21 WIDER THAN 36" I n GLASS TYPE 'A' s' MAX. 1EAD/SILL CORNERS N U, N 2f 0 rk111-1 TYPICALELEVATION TYPICAL ELEVATIONZ 3 �2SERIES 1000 (STD. SILL) SERIES 1000 (HI -RISE SILL)PRODUCT REVISED SERIES-1000/1050 ALUMINUM SINGLE HUNG WINDOW � 6 U, 1 as com ingg with the Florida V/ pESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER Building odi M � 0 CHARTS SHOWN ON SHEET 2. NOa-No. 17-1114.09 AT 1/4 POINTS ON UTES AT 1/4 POINTS ON UTES Expiration Date 11/06/2018 2t WIDER THAN 36' 21 WIDER THAN 36" APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE B GLASS TYPE 'B' GLASS TYPE 'C' COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER Y Mlam WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING Product Control 5 32" HEAT STREN'D. GLASS 5 32" HEAT STREN'0. GLASS MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. o o / / LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. a c P 090" Interloyer 090" In;Mayer WILL APPLY TO ENTIRE SYSTEM. HUTTERS ARE NOT REQUIRED. 1 I c Trosifol PVB SentryGlos u R a THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE I N By 'Kuraray America, Inc.' �By 'Kureray America, Inc.' e' s' 9 REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORID �1/8' HEAT STREN'0. CLASS ` 1/8' HEAT STREN'D. GLASS BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE of a DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS _o m 1 SILICONE ` SIUCONE TO THE BUILDING STRUCTURE �.e I �' B $ r P'c•. ^DOW CORNING 795 rDOW CORNING 795 ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS - x ' g AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE 1j1t11iil/f MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 0 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. - ;77 ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. J. I. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT Np,70592 L I 1 r COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE / REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. AT 1/4 POINTS ON LIES THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION AT 1/4 POINTS ON LTTES 21 21 FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY ' ®'• ATE Os drawing no, THAN WIDER TN 36' WIDER THAN 36' OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR ORIDP,. ' a� � GLASS TYPE 'D' GLASS TYPE 'E' WATER INFILTRATION RESISTANCE ETC. �i� 4Sy�+ "' ����� W03'-56 i CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, /�� ®QN�t" Cri,V�� GLAZING OPTI0135 AND TO BE REVIEWED BY BUILDING OFFICIAL. ��1111111 , % sheet 1 of 8 , HEAT STREN'D. GLASS 090' Interiayer SentryGlas By Kuraray America, Inc.' r-1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 795 � w /8' HEAT STREWD. GLASS 090' Intertayer � Troeifol PVB By 'Kuroroy America, Inc.' rl/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 795 I n u C a {I It II 11 C II I� 47 1/8' D.L. OPG. 49 15/16" VENT WIDTH 53 1/8" g `j Itr io 0 v • • •••••• • •••••• •••• • • 60 • • • • • • .• •• •••••• • • • • • EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF (LLI-RISE SILL) WINDOW DIMS. STANDARD TOP RAIL HEAVY DUTY TOP RAIL GLASS TYPE 'A' GLASS TYPES '11% 'C', 'D' k 'E GLASS TYPES '8', 'C', V do V WIDTH HEIGHT EXT.(+) TNT.(-) EXr.(+) 1NT.(-) EXT.(+) iNT.(-) 19-1 /8' 26-1/2- 37- 42' 49' 53-1/8' 26' (3) 70.0 50.0 80.0 90.0 80.0 90.0 70.0 BOD 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 60.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 1 80.0 Bolo 90.0 80.0 90.0 19-118" 26-1/2" 37" 42- 49- 53-1/8" 38-3/8" (4) 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 solo $0.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 50.0 90.0 70.0 80.0 80.0 90.0 $0.0 9C.0 19--1/8' 26-1/2" 37" 42" 49- 53-1 /8' 50-5/8- (5) 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 50.0 90.0 70.0 80.0 $0.0 90.0 80.0 90.0 19-1/8" ZB-1/2" 37" 42' 49" 53-1/8' 58' (5) 70.0 80.0 80.0 90.0 80.0 90.0 70.0 Bolo 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 8010 80.0 90.0 60.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 19-1/8" 26-1/2' 37` 42" 49" 53-1/8" 63' (a) 70.0 80.0 80.0 20.0 80.0 no 70.0 solo B0.0 90.0 50.0 90.0 70.0 80.0 s0.0 I 90.0 80.0 90.0 70.0 BO.0 50.0 90.0 80.0 90.0 70.0 50.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 19-1/8" 26-1/2" 37' 42" 49" 53-1 /8" 68" (a) 1 70.0 80.0 80.0 90.0 80.0 90.0 70.0 solo 80.0 90.0 30.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 $0.0 80.0 90.0 80.0 90.0 70.0 solo 80.0 90.0 80.0 90.0 - - - - 80.0 90.0 19-1/8" 26-1/2' 37' 42" 49' 53-1/8" 74-1/4" (7) 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 s0.0 90.0 80.0 90.0 70.0 80.0 50.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 - - - - 50.0 90.0 - - - - 80.0 90.0 19-1/8- 26-1/2" 42' 49" 80" - - - - 80.0 90.0 - - - - 80.0 90.0 80.0 90.0 - - - - 80.0 90.0 - - - - 80.0 90.0 + NO. IN PARENTHESIS INDICATE NO, OF ANCHORS PER JAMB. LWT EXTERIOR(+) LOADS TO 70.0 PSF FOR STD. SILL. 5 4 STD, TOP RAIL S-1000 58 STD. TOP RAIL S-1050 UNEQUAL LITES (ORIEL TYPES) WINDOWS DESIGN LOAD CAPACITY - PSF (III -RISE SILL) WINDOW DnIS. STANDARD TOP RAIL HEAVY DUTY TOP RAIL GLASS TYPE 'A' GLASS TYPES 'E', 'C'. 'D' & 'E' GLASS TYPES .91, 'C', 'D' k 'E' WIDTH HEIGHT EXT.(+) TNT.(-) EXT.(+) TNT.(-) ER.(+) 1Nr.(-) 19-1/8" 26-1/2- 37' 42' 49" 53-1/8" 50-5/8- (5) 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 BO.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 74.0 80.0 90.0 80.0 90.0 19-1/8- 28-1/2- 37" 42' 4g' M. (5) 70.0 Bolo 80.0 90.0 80.0 90.0 70.0 00.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 Bolo 90.0 70.0 80.0 80.0 90.0 80.0 90.0 - - - - 80.0 90.0 19-1/8" 26-1/2" 37` 42' 63' (6) 70.0 80.0 80.0 90.0 80.0 90A 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 - - - - 80.0 90.0 19-1/8` 26-1/2" 37' 88" (5) 70.0 $0.0 50.0 00.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 - - - - 80.0 90.0 19-1/8" 26-1/2' 74-//4" 7) 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 HEAVY DUTY TOP RAIL S-1050 NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. LIMIT EXTERIOR(+) LOADS TO 70.0 PSF FOR STD. SILL. PRODUCT REVISED as-cmp)yy11 g with the Florida Building Cado NOA-No. 17.1114.09 ExpirationDate11 /06/2018 By / s MIamMDa*✓Product Control NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC-219 y�V W M Z wti 3 0� ao LL v10 Oa <g e oy � Y. z�- N �zLLSm Ll J J J � 1 s k 0_ �i� M vim La LO o ��' '•V1G8NgE•'• I � 7�0592 j 93 ® TEOP (yam drawings n I W03-56 TYPICAL ANCHORS SEE ELEV. FOR SPACING d 'EDGE .DIST.d d. CJ ,8 .4 a • •• • •• W bi H iBY WOOD BUCK e d e ' •l�j 4 9 , „d a d d4 4 4. 1 d ]I N TYPICAL ANCHO! SEE ELEV. FOR SPACING gaa7 METAL STRUCTURE < � C1 TYPICAL ANCHORS SEE ELEV. FOR SPACING tMIAMI-DA& MULLION MULLION N ANCHORS SEE APPROVED COUNTY I OCAL ANCHORS u \_TYPICAL ANCHORS SEE ELEVS• EE ELEVS. FOR SPACING FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING 114" DIA ULTRACON BIC'ELC_O' (Fu-177 KSI, Fy-155 KSI) IBUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES k MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM UST 1-1 /2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) AND TRANSFER THEM TO THE BUILDING STRUCTURE. L THRU 16Y BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS sat 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) j 114 SMS OR SELF DRILLING ING SCREWS (GRADE 2 CRS) 8 INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE O ALT..ALUMINUM: DI 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) 14 I , 4 I 14 1 (STEEL IN CONTACT NTH ALUMINUM TO BE PLATED OR PAINTED) II ' I INTO CONCRETE AND MASONRY - 2-1/2" MIN. a L3 I I j: INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD. SILL OR JAMBS f'c - 3000 PSI MIN. I� i 1� C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. j ! .S' E A m • ALL JOINTS AND FRAME CONNECTIONS SEALED WITH �a SCHNEE MOREHEAD SEAM SEALER SM5504. a0 N 9 + WEB S, �N°m W1 = 1-1/2" X 3/16" WEEPHOLES AT 4" FROM EACH END Ll W2 = 1-5/16" NOTCH AT EACH END nonn11f-T QFumr-n 1\1i11IIj1), h Z co 0 w O D OO O OHr C1 fl - rl 0 anp o iz0�1 3 7 x R w 5� 30 �Q_j Lj \\�_y'�pY� A:LY N • i Li .70gr U Q 7EOF drawing no. W03-56 . --+ t�. Lk i. �/. •Ora>... '8.�.\\ _— •••••• •••• • • • •••• • •• •••••• • •• •••••• • • • •••• •••• ••••• •••• •••• ••••• •••• •••••• • • • • • •••••• • •• •• •• .••••• 00 •••••• • • • • • • • •. • •• TYPICAL ANCHORS SEE ELEV. FOR SPACING f BY WOOD BUCK a ' EWE DISTd A, .4 a4� e: a a. .• �? a Q.. 08 ,� J c �A a 0 a F W 3 N 1 I t I t 1 O W2 OPTIONAL TO BOTTOM LATCH N '[ d4 .1 : .Q Iu,.. <. a C � d I a \ TYPICAL ANCHO SEE ELEV. ^ EDGE DIST. FOR SPACING V.V w �o z 3 0 M f FW x� d 0 a N W 0t v o m 9 .� I O'NtEit �I LLz�g � J om� L TO �l LATCH J Ld UjJ N O M id � M � z3� z I,j M F PRODUCT REVISED ° ae complying with the Florida Building Dodo c U 3 o NOA-No. 17-1114.09 0.1 $ Expiration Dat 1/06/2018 __ MlamrDa ro uc on rol 2 o • n N .0 n h S O z D O O � C '' a I No. 7092 drawing no. -, •• G .� W03-56 _--_--- �rrrrin11,< sheet 4 of 8 • toot•• toot toot toot • toot toot toot•• soot toot toot•• • toot•• • PRODUCT REVISED as eom rying with the Florida Building Cada NOA-No. 17-1114.09 expiration Q 11/06/2018 By �- -- — Miamt- ro UCt t:OntrO TYPICAL ANCHORS MIAMI-DADE COUNTY APPROVED MUL.UON TYPICAL ANCHORS SEE SEPARATE NOA� t SEE ELEV. FOR SPACING ITEM / PART / REQD. DESCRIPTION MATERTAL MANF./SDPPUXR/RF.u1RKC 1 ES1001 1 FRAME HEAD 6063-T6 - 2 ES1002 1 FRAME SILL (STD.) 6063-TS - 2A ES1101 1 FRAME SILL (HI -RISE) 6063-T6 - 3 ES100 2 FRAME JAMB 6063-T6 - 4 ES1005 1 FIXED MTG. RAIL (FOR SPRING LATCH) 6063-T6 - 4A ESt051 1 FIXED MTG. RAIL (FOR SWEEP LATCH) 6063-T6 - 5 I ES1004 1 STD. VENT TOP RAIL (FOR SPRING LATCH) 6063-78 - 5A ES2004 1 HEAVY DUTY VENT TOP RAIL (FOR SPRING LATCHES) 6063-TS - 5A.1 ES2004A 1 HEAVY DUTY VENT TOP RAIL (FOR SPRING LATCHES) 6063-T6 ALTERNATE TO 5A SB ES1052 1 STD. VENT TOP RAIL (FOR SWEEP LATCH) 6063-T6 - 5C ES1053 1 HEAVY DUTY VENT TOP RAIL (FOR SWEEP LATCHES)) 6063-T6 - 5C.1 ES1053A 1 HEAVY DUTY VENT TOP RAIL (FOR SWEEP LATCHES) 6063-T6 ALTERNATE TO 5C 6 ES1006 1 VENT BOTTOM RAIL 6063-16 - 7 ES1007 2 VENT SIDE RAIL 6063-T5 - 8 ES1008 AS RQD. GLAZING BEAD 6063-T6 - BA ES1103 AS ROD. SQUARE GLAZING BEAD 6063-T5 - 8 ES1009 2/VENT SPRING LOADED VENT LATCH 6063-T5 AT 6- FROM ENDS 9A 3032 2/VENT I SWEEP LATCH ZAMAK AT 11- FROM ENDS 98 #8 X 1- 2/ LATCH LATCH INSTALLATION SCREWS - FH SMS ES1012 1/LATCH LATCH SPRING ST. STEEL - ES1010 AS READ. GLAZING WEDGE SOFT PVC DUROMETER 70±5 SHORE 'A' P13 27-425 AS READ. GLAZING GASKET EPOM DUROMETER 6Ct5 SHORE 'A' #8 X r 20 FRAME & VENT ASSEMBLY SCREWS CRS PH SMS ES1011 2/VENT SASH CAMCELCCN - 43620-187 AS READ. PILE W'STRIPPiNG WITH PLASTIC FIN - AMESBURY OR EQUIV. 15 030OX190 AS READ. FRAME SILL W'STRIPPING - O-LON2 18 - 2/ VENT BLOCK & TACKLE BALANCE SERIES 120 BY BSI 17 - 2/ VENT SPIRAL BALANCE - - 1B ES1013 2 SASH STOP - 19 ES1505 - FLUSH FRAME ADAPTER 6063-T5 OPTIONAL 20 - 1 5/16- BOX SCREEN - OPTIONAL 21 27-372 2/ LITE I SETTING BLOCK, 7/16- X 3/16- X 3--1/2- LONG EPOM DUROMETER 75*5 SHORE A 1/4- MAX. TYPICAL ANCHORS Tutu "I % SEE ELEV. FOR SPACING m C CAL ANCHORSLLSPACING w Lll ll l�l I7j��/'j •' VC.ENSg i ,� t n ' { r a'. ,C '• SE OFF drawing no. SERIES-1.000%`��c ' oRloP••' ���'°: W03-56 SERIES-1050 ��'��`®�►���`�` sheet 5 of 8 ,lilll,l O • i •••••• •••• • • • •••• • •• •••••• • •• •••••• • • • •••• •••• ..... .... ...... •••••• • •• •• •• • ...... . . . . TYPICAL ANCHORS SEE ELEVS. FOR SPACING p• n a ns ° V) A ALT. Ts ;LT.. !EDGE D '. v. p•• TYPICAL ANCHORS I r SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL /STRUCTURE MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE DIST. A. TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 /4" MAX . SHIMS d ANCHORS Y. FOR SPACING O ALT, INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER ill� PRODUCT REVISED as eompiyyin with the Florida o g NOA-No.c• 17-1114.09 V ExpirationDate11/0612018 N ry $ By`--- v Mlam - a • roduet Cantro • _ _ �_ %® OF drawing no. ca ,� W03-56 •••• •••••• • 1- -2.330 fios .969 062 .790 2,1so ----1 .062 1.130 062 1.344 1.130-1 1.344 062 328 r I S43 D u �W - m a Z' q ti j 719 813 -� 770 (t{ �J-' �� �0 Ir �_��j I9L 2.063 813 z.as3 813 I 250 {O. q z r c a 2.3924 I--2268-�I -�-J GLAZING WEDGE 1t SCALE 1:1 O .930 .930 0 4 FRAME HEAD t9 FLUSH FRAME ADAPTER (� STD. PENT TOP RAIL U SERIES-1000 STD. VENT TOP RAIL 58 SERIES-1050 DENSITY - 10.26BASE POLYMER - �L6e/Gal O ro i 0 O � .813 �2.186-�{ 1.122 `I 1_830 930 1.630 1.130 HARDNESS = 70t5 TENSILE STRENGTH - 906 PSI ELONGATION AT BREAK a 2735 TEAR STRENGTH = 1.343 Kip/ft BRITTLENESS TEMPERATURE _ -40 F COMPRESSION SET = 27% (22h®158•F) a Ix g 0 0. O 0 0 0 by 0+ p Z I z 1A J 930 j 2.330 1.242j062�1,400 1230 .078 1,421 1,250 t47 2.063 1.250 ,080 .153 7-063 I c*� Qj di ©0i S .780 .062 .062 � h-1.344- 1 � 562 Q FRAME JAMS Q VENT LATCH O H.D. VENT TOP RAIL SERIES-1000 E VENTTOP RAIL O H.D, SERIES_ 329 � � s �.147 .803 .082 � aaa .050 1.630 i -1.630 rl � � J J � H La n .837 8 Q GLAZING DEAD 837 8A SQUARE GLAZING STOP O 125 1.250 147 2.063 .062 1.250 .125 153 2.063 1.062 dN $ Q01 M Z 3 fD .868 949•�j 715 j= �56 .868 •--.562 .888 �- W ) , W M k' ; l i .813 .557 os2 g3o 1 N.C. VENT TOP RAIL H.D. VENT TOP RAIL SERIES-1000 SERIES 1.250 2.188 .813 .992 -� .992 -1 *' 7[002 48s 1.434 O7 VENT SIDE RAIL I 062 2.113 1.675 I .062 2.181 1.250 PRODUCT REVISED as comp Ing with the Florida Building odo NOA-No. 1 T-1114.09 o �g 0 �` W d i 1.149 U6 VENT BOTTOM RAIL ( 2.457 -�In 1.250 1.2t2� .994 1.212 Expiration Date 11/06/2018 By Miam a� oduc ontroT- c o' N f N 2.457 .062 2.502 1.335 .062 3.127 MEETING RAIL O SERIES-1000 MEETING RAIL SERIES-1050 � `1161it111/f7 � ' �,1C• �i \ c I r .7y10 j- .7 a _ .874 $-�1.679 .874 i�l---t.679 a ; -' °,� ..-. s 1®' STATE OFF drawing no. G----2.331 Azo '''yO�O��ii. F�--2.331 ` - U FRAME SILL (STD.) 0 FRAME SILL (HI -RISE) ��rl1111It sheet 7 of 8 • • . • •••••• • • • •• • •• • • • • •• WAL11111941*1204 T 12 FRAMECORNERS DEN f0to w oM � J 0.1 �a0 0I' �Lu 0 0'o utri n4Q�>� o 0� zN_ .:IM awQMif PRODUCT REVISED �o` _ W as complyin with the Florida diria NOOUlIA-No. 17-1114.09 al Z Expiration Date 11/06/2018 By --- I.. 1.2 Miam a roduct Controla> r .� A •� AN. '.•'uGENS�c �� ',� x � � N 1 T 7EOF •:vim drawing no. 61 i®���� t��shVQ 8 0� 8